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Home My WebLink About04-21-2026 BOA Agenda Packet Council Chambers, Fairhope Municipal Complex, 161 N Section St For more information, please visit: fairhopeal.gov/departments/planning-and-zoning Sherry Sullivan Mayor Council Members Andrea F. Booth Jack Burrell, ACMO Jimmy Conyers Joshua N. Gammon Jay Robinson Lisa A. Hanks, MMC City Clerk Kimberly Creech City Treasurer Fairhope Board of Adjustments Agenda April 21, 2026 – 5:00 PM 1. CALL TO ORDER Anil Vira, Chairman Ryan Baker Frank Lamia, Vice Chairman Donna Cook Bryan Flowers Hunter Simmons, Secretary (interim) 2. APPROVAL OF MINUTES • February 23, 2026 3. OLD/NEW BUSINESS OLD BUSINESS None NEW BUSINESS A. Appointment of Board of Adjustments Secretary B. BOA 26.03 Public hearing to consider the request of the Owner, Lucinda Chappelle, for a Building Height Variance on property zoned R-2, Medium Density Single-Family Residential District. The property is located at 210 Gayfer Court and is 0.72± acres. PPIN#: 22366 C. BOA 26.04 Public hearing to consider the request of Murphy Oil USA, Inc., on behalf of the Owner, RW Battles, LLC, for a Special Exception to allow construction of an Automobile Service Station on property zoned B-2, General Business District. The property is located at 18186 Wright Blvd and is 1.13± acres. PPIN#: 391372 D. BOA 26.05 Public hearing to consider the request of Murphy Oil USA, Inc., on behalf of the Owner, Corte Cave/Mitchell 1, LLC, for a Special Exception to allow construction of an Automobile Service Station on property zoned B-2, General Business District. The property is located at the northwest corner of the intersection of State Hwy 181 and 104 and is 1.18± acres. PPIN#: 626309 4. ADJOURN Page 1 of 63 Fairhope Board of Adjustment Minutes February 23, 2026 – 5:00 PM Fairhope Board of Adjustment Minutes – February 23, 2026 1 ADMINISTRATIVE The Board of Adjustments met Monday, February 23, at 5:00 PM at the City Municipal Complex, 161 N. Section Street in the Council Chambers. Present: Staff: Hunter Simmons, Planning and Zoning Director; Payton Rogers, Planning and Zoning Manager, and Janine Saykes Code Enforcement Chairman Vira called the meeting to order at 5:00 PM. APPROVAL OF MINUTES • Approval of the Minutes – January 22, 2026 Frank Lamia made a motion to approve minutes from the January 22, 2026, meeting. Ryan Baker seconded the motion and the motion carried unanimously with the following vote: AYE: Anil Vira, Frank Lamia, Cathy Slagle, Donna Cook, and Ryan Baker. NAY: None ABSTAIN: None OLD BUSINESS None NEW BUSINESS A. BOA 26.01 Public hearing to consider the request of the Owner, Karen Rice, for a 15-foot Front Yard Setback Variance on property zoned R-1, Low Density Single-Family Residential District. The property is located at 11 Greenbrier Lane and is 0.38± acres. PPIN#: 113535 Payton Rogers, Planning and Zoning Manager, presented the above request made by the Applicant. Mr. Rogers shared the aerial and zoning maps. Staff recommends Denial of BOA 26.01 – 210 Greenbrier Lane request for a 15-foot Front Yard Setback Variance. Chairman Vira asked the Applicant if she would like to speak. Page 2 of 63 Fairhope Board of Adjustment Minutes – February 23, 2026 2 The Applicant, Karen Rice, 219 Saddle Lake Drive, Alabaster, Alabama, shared additional materials with the members. She stated that on the maps she distributed, with the curve of the cul-de-sac, her house would be even with the next-door neighbor, with the 15-foot Variance. Ryan Baker asked why the Applicant is asking for twenty-five (25) feet when thirty (30) feet would work. The Applicant was told she would need a wider driveway. The HOA doesn’t allow a front facing garage. She also prefers to build a one-story house. Cathy Slagle asked when the Applicant purchased the lot. The Applicant said in June last year. Ms. Slagle asked if she knew of the gully. She replied yes. Ms. Slagle asked if the wall of the gully is secure and the Applicant responded, yes as far as she knows. Ms. Slagle asked if it fills up with water. The Applicant stated it does not. Hunter Simmons, Planning and Zoning Director, stated the gully is a concern. Anil Vira asked if building closer to the cul-de-sac would help with the gully problem? Mr. Simmons stated that we are not approving a Site Plan within this Variance. Mr. Vira asked if the Board could add stipulations regarding the closeness to the gully. Mr. Simmons stated we would need to see results of soil and geotech testing to determine how far away you need to be from the gully. Mr. Simmons stated we are not spending money on tests until we have a Variance. The Applicant said she has not spent money on Engineers. She would like to be approved for the Variance first. Frank Lamia asked if the Applicant tried to get a different footprint that fits within the Setback and doesn’t interfere with the gully. The Applicant said the placement of this plan should be within the setback. Mr. Vira asked if the Applicant pushed the house back would she need a Variance. Mr. Rogers said the house would be pushed into the gully. A smaller floor plan would be necessary to adhere to the forty (40) foot required Setback. Mr. Lamia asked again if the Applicant could find another footprint that would fit the required Setback. The Applicant said she has been looking and has not found a one story to fit. Mr. Simmons asked if there are size requirements in the neighborhood. The Applicant said a one- story minimum is 2200 square feet, and a two-story minimum is 1200 square feet on the first floor. Chairman Vira opened the public hearing at 5:22. Jerald Harshberger, 9 Greenbriar Lane, Fairhope, AL 36532: Mr. Harshberger stated his lot is directly north of the lot being discussed. There are significant restrictions within our Homeowners and Covenants, and garages are not allowed to be seen from the street. That would bring the driveway closer to my property. There are trees there that have been growing for thirty (30) years and are now encroaching on the property line where her driveway would need to be. Secondly, the gully is partly on his property. Fifteen years ago, Mr. Harshberger planted ground cover to preserve the soil. There are water oaks leaning into the gully, and some have already fallen in. Putting a house this size will encroach on the sensitive gully edge and you will lose trees. Page 3 of 63 Fairhope Board of Adjustment Minutes – February 23, 2026 3 The gully will get bigger and if it extends to his property, it exposes another issue. He is disappointed that the lot was sold. Leroy Sloan, 20 Greenbrier Lane, Fairhope, AL 36532: Mr. Sloan stated his concern is the house being built may not fit into the neighborhood. It is Mr. Sloan’s opinion that de-treeing the lot will lose three (3) to five (5) feet of the gully. The gully is much wider, deeper, and more severe than it looks in the diagram. Mr. Sloan’s suggestion would be to build a bridge across the gully and build on the backside of the lot or fill in the gully. Mr. Vira asked if you could fill in the gully. Mr. Simmons stated it is very unlikely and we would need studies done to find out. Mr. Vira stated that this would also affect adjoining properties. Mr. Simmons stated before anything else could be discussed, we would need an Engineer to look at the property and that would be expensive. Mr. Baker asked if the city has regulations to require a drainage study, and specific Ordinances to prevent anyone from filling in a gully. Mr. Simmons said no, but they are working on a Steep Slope Ordinance. The gullies are determined by FEMA and have federal guidelines. Chairman Vira asks if anyone else from the public would like to speak. David Tacon 415 Fairwood Blvd., Fairhope, AL 36532: Mr. Tacon has a piece of property on Ashley Drive which is on this same gully. He supports Miss Rice’s application. There are multiple homes built on Fairwood Drive that are on a gully and have no problems. Mr. Tacon stated that a Variance on the gully has been approved before. The Applicant asked why removing trees close to the gully would make the gully bigger. Mr. Sloan answered because of the erosion. Mr. Baker also stated the roots are holding the soil in place. The Applicant stated she would remove as few trees as possible. Chairman Vira closed the public hearing at 5:35. Mr. Vira asked Board members if there was any further discussion. Donna Cook asked what the Setbacks are next door. Mr. Rogers stated the property should be compliant with the standard 40-foot front yard Setback. Mr. Vira asked about a nearby property that had a Variance approved. Mr. Rogers said it is lot 1 of Greenbriar, which is southeast to the subject lot. It is on 95 Blue Island Avenue and it was approved for a 15-foot front yard Setback Variance. Mr. Baker stated he did not understand why Staff cannot recommend approval. Mr. Simmons stated the closeness to gully is the concern. Mr. Baker said the gully is creating a new drainage easement which creates property loss. Isn’t it technically a hardship based on topography? Mr. Simmons stated if the plan had more room Page 4 of 63 Fairhope Board of Adjustment Minutes – February 23, 2026 4 away from the edge of the gully, we would be more supportive. A different plan would work, so it is not a hardship. Mr. Baker asked for clarification regarding sliding the house forward, creating separation from the gully. Mr. Simmons replied that we can’t say how close you can be to the gully without a geotech study. Mr. Lamia asked if this is looked at during the building permit process. Mr. Simmons said yes, it is. A new topographical survey would also need done. Mr. Lamia stated the gully might not be where the photo shows it is. Mr. Vira asked how far away we need to be from the gully. Mr. Simmons and Mr. Rogers both stated they don’t have the expertise to answer that question. Mr. Rogers said the Board could recommend approval on condition that an Engineer would certify a safety standard. But we need a geotech report for that answer. Mr. Vira asks if the Board can table this. Mr. Simmons says yes and you can ask the Applicant to have reports done to see how close you can get to the gully. Mr. Vira and Mr. Lamia discussed the cost of surveys and geotech reports, and Mr. Baker estimated the cost to be a few thousand dollars. Mr. Vira asked if the Applicant would need this for the building process. Mr. Simmons said yes. Mr. Baker asked if Fairhope has any Ordinances that require a topography or geotechnical studies. Mr. Simmons said yes, when warranted. Mr. Simmons stated that without additional reports, we can’t answer questions regarding closeness to the gully, and that is why we must recommend denial. This is a critical piece of information that we need before providing an answer. Mr. Baker agreed. Ms. Slagle asked if the Variance is denied, can the Applicant find a footprint that would fit in the 40-foot Setback and come back. Mr. Baker said that if the Variance is denied, the Applicant can’t return for a year. There was a long discussion on what time frame was allowed. Mr. Rogers said he will check on resubmission. Ms. Cook asked if you could ask for seven (7) feet administratively. Mr. Simmons stated only to save trees. Mr. Rogers said limitations on resubmission from Article II, Section C states that an application for the same parcel of land shall not be submitted within 365 days of final decision of the Board. Any application may be withdrawn without prejudice prior to the opening of the hearing by the Board. A request to withdraw an application shall be submitted to the Director in writing. Mr. Rogers said if the Variance is denied, the Applicant cannot return with another request for 365 days. And for the record, if you choose to table it, please provide a specific number of months to come back, and provide an end date for us. Page 5 of 63 Fairhope Board of Adjustment Minutes – February 23, 2026 5 The Applicant said if she could be approved for a 15-foot Variance she will change her floor plan. The Applicant asked if the main reason for the meeting is the Variance or is it everything. Mr. Rogers stated it is the 15-foot front yard Variance, but it will affect your floor plan. The Applicant said she will work on the floor plan. Mr. Lamia asked if her plan could change to stay within the 40-foot front yard Setback. The Applicant said no, she doesn’t think so. Mr. Simmons stated that we can’t grant a Variance just to have a one-story home. Mr. Rogers asked the Applicant if her surveyor performed this survey. The Applicant stated that it was an old survey. Patrick, an Engineer, Architect placed the house and was going to build on the lot. Mr. Rogers stated we don’t know where the topography came from. The Applicant understands that you can’t grant a Variance without having more information. Ryan Baker made a motion to Table BOA 26.01 for up to six (6) months with Staff recommendations. 1. Provision of a topographical survey illustrating current topography as well as the top of bank for the existing gully on site; and 2. Provision of geo-technical reporting for the subject site detailing an appropriate distance (if any) from the top of bluff that a proposed dwelling would need to be located. Anil Vira seconded the motion and the motion carried unanimously with the following vote: AYE: Anil Vira, Donna Cook, Frank Lamia, Ryan Baker and Cathy Slagle. NAY: None ABSTAIN: None ADJOURNMENT Ryan Baker made a motion to adjourn. The motion carried unanimously with the following vote: AYE: Anil Vira, Donna Cook, Frank Lamia, Ryan Baker and Cathy Slagle. NAY: None ABSTAIN: None Adjourned at 6:06 p.m. ________________________________ _________________________________ Anil Vira, Chairman Hunter Simmons, Interim Secretary Page 6 of 63 Payton Rogers Page 7 of 63 BOA 26.03 – 210 Gayfer Court April 21, 2026 Page 1 of 9 SUMMARY OF REQUEST Public hearing to consider the request of the Owner, Lucinda Chappelle, for a Building Height Variance on property zoned R-2, Medium Density Single-Family Residential District. The property is located at 210 Gayfer Court and is 0.72± acres. SITE HISTORY There have been no other Board of Adjustment or Planning Commission applications associated with this site. STAFF COMMENTS The applicant requests a Building Height Variance to allow renovation of an existing single-family home with a maximum building height exceeding limits set by the City of Fairhope Zoning Ordinance. The proposal includes using an alternative method for measuring building height. According to Article III.C. Table 3-2, structures in R-2 Medium Density Single-Family Residential Districts are limited to 30 feet in height. Article IX defines building height measurement as , “the distance from a lot’s average natural elevation to the roof's mean point”, a standard adopted in 2017. The subject site, developed in 1970, currently has a one-story, 2,562± SF dwelling with a pool, deck, and pergola. The applicant plans to expand it into a 1.5-story, 5,344± SF dwelling. It should be noted that prior to 1988 the city used a different building height definition detailed below: Building, Height: The vertical distance measured from the average elevation of the proposed finished grade at the front of the building to…the mean height between eaves and ridge for gable, hip and gambrel roofs. The existing dwelling, built in compliance with height standards at the time of development in 1970, is a legal non-conforming structure. Renovations or additions are subject to Article VII of the Zoning Ordinance, which requires compliance with current regulations for all new work. Hence this application. As previously mentioned, the current definition of Building Height requires that the topography for the entire property be taken into consideration when determining where to begin measuring building height from. This is an important distinction for the subject site because a large gulley is located within the rear 150± feet of the property and ranges in depth from 5 feet at its bottom to 53 feet at top-of-bluff. Due to this substantial elevation change, to enforce the current definition as written would require the applicant to begin measuring their building height from the 23-foot contour line shown on the submitted topographical survey (see exhibit). The applicant would then calculate their maximum building height by adding the 30 feet allowed by the R-2 zoning district. Doing so means that in order to remain compliant with current height standards the mean roof height of any structure built on site cannot be any higher than 30 feet above the 23-foot contour line. Put another way, the mean roof height of any structure cannot be taller than the 53-foot contour line also shown on the topographical survey. It’s important to note that the entirety of the existing dwelling is above the 53-foot contour line, making it legal non-conforming and therefore unable to be expanded upon through renovations and/or additions. Page 8 of 63 BOA 26.03 – 210 Gayfer Court April 21, 2026 Page 2 of 9 Figure 1: Existing Site Plan Illustrating Current Building Height Contours If the site were undeveloped, only about 16% would be buildable under current Building Height standards due to the gulley. An applicant could either build above the "top -of-bluff" but below the 53-foot contour line or fill the bluff to develop the lower third of the site; both options pose safety and environmental concerns. The applicant's full narrative and justification is in the application packet. Since their initial submission, they have revised their request: now, they propose measuring Building Height from the finished grade at the front façade to the mean roof height. Staff acknowledges that calculating Building Height on the subject site is challenging under current standards. Furthermore, this challenge is not unique to this property. There are numerous developed lots throughout the City which share some of the same characteristics as the subject site. Recognizing the need for a permanent solution, the Planning Department has proposed an amendment to the Zoning Ordinance addressing building height issues; this amendment is pending before the Planning Commission. While a Variance may be necessary to address building height at this site, staff does not support adopting a unique definition solely for this property. This approach could lead to further non-conformities with upcoming Zoning Ordinance changes and complicate future site development. As an alternative to the request, staff suggests keeping the current definition but changing the land on which the definition is applied; by allowing Building Height to be measured beginning from the average natural elevation of the northern portion of the lot above the top-of-bluff line illustrated on the submitted boundary survey. If approved per staff recommendation, the 51-foot contour line would be considered the “new” average natural elevation of the lot (see exhibit). The applicant would then be able to calculate their maximum building height by adding the 30 feet allowed by the R-2 zoning district. Meaning that in order to remain compliant with Building Height on the subject site the mean roof height of any structure cannot be any higher than 30 feet above the 51-foot contour line shown on the submitted topographical survey. As such, if approved, the addition proposed by the applicant in the submitted architectural plans would be compliant with building height as defined by staff recommendation. Page 9 of 63 BOA 26.03 – 210 Gayfer Court April 21, 2026 Page 3 of 9 Figure 2: Building Height per Staff Recommendation Citizen Comments During the public comment period Staff received comments from one (1) couple who own property directly adjacent to the subject site at 204 Gayfer Court. Their primary concern is the potential loss of sunlight shining on their property due to any shadow that the proposed dwelling may cast. It should be noted that there is an existing line of trees along the shared property line between the subject site and 204 Gayfer Court which currently shields direct sunlight from being cast onto the citizens’ property (see exhibits). Staff has not been provided with any information which may suggest the proposed building would add to or detract from the amount of sunlight shining onto 204 Gayfer Court. The aforementioned public comment can be found in their entirety within the application package. Page 10 of 63 BOA 26.03 – 210 Gayfer Court April 21, 2026 Page 4 of 9 VARIANCE CONSIDERATIONS Standards of Review: Variances are not intended to be granted frequently. The applicant must clearly show the Board that the request is due to very unusual characteristics of the property and that it satisfies the variance standards. What constitutes extraordinary and exceptional conditions and unnecessary hardship is a matter to be determined from the facts and circumstances of each application. Article II Section C.3.e(1) of the City of Fairhope Zoning Ordinance states that the Board of Adjustments may grant a Variance if: (a) There are extraordinary and exceptional conditions pertaining to the particular piece of property in question because of its size, shape, or topography; (b) The application of the ordinance to this particular piece of property would create an unnecessary hardship. Personal financial hardship is not a justification for a variance; (c) Such conditions are peculiar to the particular piece of property involved; and (d) Relief, if granted, would not cause substantial detriment to the public good and impair the purpose and intent of this ordinance; provided however, that no variance may be granted for a use of land or building or structure that is prohibited by this ordinance. CONCLUSION AND RECOMMENDATION The Applicant has provided evidence of extraordinary and/or exceptional conditions which may create unnecessary hardship on the land such that a Variance may be necessary for the reasonable use of the property. Applying the standard requirements of the Zoning Ordinance to the subject site would create unnecessary hardships as the site cannot be improved upon as is without the need for a Variance. Topographical challenges presented by this application are not peculiar to subject site. If approved, the Variance request would not appear to cause substantial detriment to the public good as it would allow development on a scale similar to what was allowed when the neighborhood was originally being developed. Staff acknowledges that calculating Building Height on the subject site is challenging under current standards. Furthermore, this challenge is not unique to this property. There are numerous developed lots throughout the City which share some of the same characteristics as the subject site. Recognizing the need for a permanent solution, the Planning Department has proposed an amendment to the Zoning Ordinance addressing building height issues; this amendment is pending before the Planning Commission. While a Variance may be necessary to address building height at this site, staff does not support adopting a unique definition solely for this property. This approach could lead to further non -conformities with upcoming Zoning Ordinance changes and complicate future site development. As an alternative to the request, staff suggests keeping the current definition but changing the land on which the definition is applied; by allowing Building Height to be measured beginning from the average natural elevation of the northern portion of the lot above the top-of-bluff line illustrated on the submitted boundary survey. Recommendation: Based on the preceding, Staff recommends DENIAL of the site-specific building height definition as proposed. Instead, Staff recommends APPROVAL of a Building Height Variance to allow Building Height to be measured beginning from the average natural elevation of the northern portion of the lot above the top-of-bluff line illustrated on the submitted boundary survey. Page 11 of 63 EXHIBITS BOA 26.03 – 210 Gayfer Court April 21, 2026 Page 5 of 9 Existing Site Plan Illustrating Current Building Height Contours Page 12 of 63 EXHIBITS BOA 26.03 – 210 Gayfer Court April 21, 2026 Page 6 of 9 Proposed Site Plan Illustrating Building Height per Staff Recommendation Page 13 of 63 EXHIBITS BOA 26.03 – 210 Gayfer Court April 21, 2026 Page 7 of 9 Existing Dwelling Elevations Page 14 of 63 EXHIBITS BOA 26.03 – 210 Gayfer Court April 21, 2026 Page 8 of 9 Proposed Renovation Elevations Page 15 of 63 EXHIBITS BOA 26.03 – 210 Gayfer Court April 21, 2026 Page 9 of 9 Existing Shared Tree Line Between 210 & 204 Gayfer Court Page 16 of 63 lucindachappelle@gmail.com Page 17 of 63 Page 18 of 63 Page 19 of 63 ROADSIDE - NORTHERN EXISTING FRONT ELEVATION - SCALE 1/4'' = 1'-0'' EXISTING 3/12 ROOF PITCH w/ 36'' O.H. @ EAVES RIGHT/ EASTERN EXISTING EXTERIOR ELEVATION - SCALE 1/4'' = 1'-0'' EXISTING DECK TO POOL AREA REMOVED FROM VIEWEXISTING UNDER HOUSE ACCESS REAR / SOUTHERN EXISTING EXTERIOR ELEVATION - SCALE 1/4'' = 1'-0'' LEFT / WESTERN EXISTING EXTERIOR ELEVATION - SALE 1/4'' = 1'-0'' 46 ' - 1 1 " 12 ' - 0 " 39 ' - 0 " 61'-10" 61'-10" 15 ' - 8 " 11 ' - 1 1 " EX I S T I N G FI R E P L A C E EXISTING UTILITIES TO BE RELOCATED RELOCATE & REMOVE EXISTING A/C & MECHANICALS TO ALLOW FOR NEW EXPANSION REMOVE EXISTING ELEC PANEL TO NEW LOCATION REMOVE EXISTING FIREPLACE CHIMNEY @EXTERIOR st e p s t o g r a d e EXISTING GARAGE 665 SF EXISTING H/C AREAS 1860 SF EXISTING DECK AREA 127 SF EXISTING STRUCTURE AREAS PRIOR TO REMODELING - SCALE 3/16'' = 1'-0'' EXISTING STRUCTURE AREAS ========================== 1st FLOOR H/C AREA = 1860 SF 1st FLOOR FRONT PORCH DECK =127 SF EXISTING GARAGE = 662 SF ================================== TOTAL AREA = 2649 SF PRINT DATES FINAL PRINT - 12/09/25 DESIGN DRAWN BY Kirk A. 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A l l i n f o r m a t i o n co n t a i n e d w i t h i n t h e s e p l a n s i s s u b j e c t t o c h a n g e b as e o n c o d e r e q u i r e m e n t s a n d p e r m i t t i n g ju r i s d i c t i o n I n t e r p r e t a t i o n . Page #Page #Page #Page #A 1.1A 1.1A 1.1A 1.1 PL A N S C A L E : BA S E @ 1 / 4 " = 1 ' - 0 ' ' U. O . N . S C A L E M A Y V A R Y P E R P L A N OR P E R D E T A I L ( N O T S P E C I F I C ) Building Code: IRC2018 Design Wind Speed: 130 mph ASD - ASCE 7-10 Design Wind Speed: 160 MPH Ultimate - ASCE 7-16 Req. Glazing & Door Design Pressures (DP's) 50 psf All Doors and Glazing Installed shall be Impact Rated Flood Zone: FIRM - X Finish Floor Elevation: Min. 36'' A.CL.RW. Mean Roof Height: I, L a r r y M . O l i v e r , P . E . , L i c e n s e N o . 1 2 6 7 8 Ce r t i f y t h a t t h e s t r u c t u r a l p o r t i o n s o f t h i s se t o f c o n s t r u c t i o n d o c u m e n t s h a v e b e e n re v i e w e d u n d e r m y r e s p o n s i b l e c h a r g e , de s i n a t e d b y d e s i g n , t o c o m p l y w i t h t h e en g i n e e r i n g r e q u i r e m e n t s o f t h e In t e r n a t i o n a l R e s i d e n t i a l B u i l d i n g C o d e , 20 1 8 L a t e s t E d i t i o n @ 1 3 0 / 1 6 0 - m p h 3 se c g u s t w i n d l o a d r a t i n g . La r r y M . O l i v e r E n t e r p r i s e s I n c . 72 2 8 O a k b r i a r D r i v e S o u t h Mo b i l e , A L . 3 6 6 1 9 PE R M I T J U R I S D I C T I O N : CI T Y O F F A I R H O P E B. F . E . : 1 2 ' ' A . C L . R W FL O O D Z O N E : " X " CO N T R A C T O R : S T E V E J O N E S C O N T R A C T O R PR O J E C T : R E M O D E L S I N G L E F A M I L Y R E S . CL I E N T : L U C I N D A & C H I P C H A P P E L L E LO C A T I O N : F A I R H O P E , A L . PH Y S I C A L A D D R E S S : 2 1 0 G A Y F E R C T . Base Slab Elev: 24''' A.F.G. (Varies) FINAL REVIEW - 12/04/25 PRELIM. REVIEW -09/16/25 PRELIM. REVIEW - 11/04/25 PRELIM. REVIEW - 10/07/25 PRELIM. REVIEW -09/17/25 Ex i s t i n g S t r u c t u r e E l e v a t i o n s & Su r v e y - L o c . @ 2 1 0 G a y f e r C t . EXISTING AS IS SITE PLAN - N.T.S. c 2 0 2 5 C O P Y R I G H T B Y K . A . T . D e s i g n s I n c . T h e s e d r a w i ng s a r e N O T T O B E re p r o d u c e d o r c o p i e d i n a n y f o r m w h a t s o e v e r w i t h o u t t h e w r i t t e n pe r m i s s i o n o f K . A . T . D e s i g n s I n c . - A N Y D U P L I C A T I O N I S P R O H I B I T E D A N D PU N I S H A B L E U N D E R F E D E R A L L A W . T h e p u r c h a s e r h a s t h e ri g h t t o O N E US E f o r p e r m i t t i n g p u r p o s e s , a n y f u t u r e u s e o f t h e pl a n , i d e a s , e l e v a t i o n s , co n t e n t s , o r c h a n g e s t o d e s i g n a r e t h e p r o p e r t y o f K . A . T . D e s i g n s I n c . AN D M U S T B E A U T H O R I Z E D B Y K . A . T . D e s i g n s I n c . A N Y U NA T H O R I Z E D U S E WI L L B E P U N I S H A B L E U N D E R F E D E R A L C O P Y R I G H T L A W S . Page 20 of 63 EX I S T EXIST EXIST EXIST EXIST EX I S T EX I S T EX I S T EX I S T EX I S T EXISTEXISTEXISTEXISTEXIST D/W D/W REF . DIS C 31'-0" 35'-4" 15 ' - 4 " 10 ' - 8 " 10 ' - 3 " 10 ' - 1 0 " 25'-8"19'-9" 18 ' - 8 " 38 ' - 9 " 2' - 0 " 79 ' - 0 " 82'-0" 10 ' - 5 " GA Y F E R C O U R T 50 ' R I G H T O F W A Y P A V E D S T R E E T BA C K O F C U R B FOUND CONCRETE MONUMENT TBM TOP ELEV 58.3 FLOOD ZONE "X SHADED" FLOOD ZONE AE (EL) 11) S 81* 20' E 27' +/- PLAT FLOOD ZONE "X SHADED" S 44* 05' E 82' +/- PLAT FL O O D Z O N E " X " 112.3' +/- 150.8' +/- SET RE-BAR & CAP FOUND CRIMP TOP PIPE TOP OF BLIFF 23' +/- 2' +/- 24 ' ' O A K 36 ' ' O A K CH A I N L I N K F E N C E LO T 2 0 CHAIN LINK FENCE WOOD FENCE LOT 19 179.13' MSD 176.17' MSD N 19* 13' 50'' E 330' CAL S 19* 13' 50'' W 228.50' CALLOT 21 12 ' ' T R I P P L E O A K FOUND CONCRETE MONUMENT AT & T B O X PH O N E P. P . 63 WA T E R ME T E R S 61 62 CONCRETE DRIVE 10 0 ' P L A T 1 0 0 . 0 8 ' M s d 59 9' ' O A K 58 57 60 59 6058 56 55 53 52 56 NE W F E N C E ADJ. CONC DRIVE 59 53 54 55 NE W F E N C E SI D E S E T B A C K TO E X I S T I N G SI D E S E T B A C K TO E X I S T I N G FRONT SETBACK TO EXISTING FRONT SETBACK TO EXISTING NE W C O N S T R U C T I O N S T R U C T U R E AD D I T I O N T O E X I S T I N G FI R S T F L O O R @ 3 2 2 2 . 0 S F SCALE 1'' = 20'-0'' FU T U R E P O O L IN S T A L L E D B Y O T H E R S EXISTING GARAGE EXISTING BEDROOM #2 EXISTING CLOSET EX I S T I N G CL O S E T DEMO EXISTING CLOSET EXISTING PANTRY EXISTING BEDROOM #3 EXISTING CLOSET wc EXISTING BATH #2 EXISTING SHWR EXISTING SUNROOM FLOOR - ROOF - WINDOWS - DOORS & WALLS TO BE REMOVED EXISTING DECK AREA TO BE REMOVED BUILDER TO FORM UP AND REPLACE WITH COVERED CONCRETE PORCH w/2 @ 10'' COLUMNS 13'-4" 25 ' - 3 " 23'-6" 11 ' - 1 1 " 26'-4" 20'-0" 3'-1" 15 ' - 8 " 26'-6"35'-4" 39 ' - 0 " 12 ' - 0 " 6' - 0 " 46 ' - 1 1 " 10 ' - 1 " 14'-9"22'-2"24'-11" 14 ' - 1 " 13'-4" 17'-0"3'-0" 61'-10" EX I S T I N G FI R E P L A C E EX I S T I N G U T I L I T I E S TO B E R E L O C A T E D 4'' STEP DN RELOCATE & REMOVE EXISTING A/C & MECHANICALS TO ALLOW FOR NEW EXPANSION RE M O V E E X I S T I N G E L E C PA N E L T O N E W L O C A T I O N REMOVE EXISTING FIREPLACE CHIMNEY @EXTERIOR REMOVE EXISTING WINDOWS REMOVE DR REMOVE WALL REMOVE WALLS EXISTING BATH #1 ALL KITCHEN CABINETS, COUNTERS & APPLIANCES TO BE REMOVED REMOVE DR RE-FRAME & CLOSE OPENING REMOVE DR REMOVE DRREMOVE SLIDING DR. & FRAME UP OPENING REMOVE EXISTING WINDOW & WALL UP AREA REMOVE STAIRS REMOVE EXTERIOR STAIRS EXISTING ROOF & CEILING JOIST MATERIALS TO BE REMOVED FROM STRUCTURE - BUILDER TO REPLACE ROOF AND CEILING WITH NEW FRAMING BUILDER TO FRAME NEW 24'' KNEE WALL ATOP OF EXISTING WALL - SEE TYP. WALL DETAIL BUILDER TO REMOVE INTERIOR CEILING SHEET ROCK & INSULATION THRUOUGHT STRUCTURE - TO BE REPLACED WITH NEW DURING REMODEL. REMOVE WALL RE M O V E W A L L REMOVE WALL REMOVE BRICK REMOVE BRICK RE M O V E B R I C K REMOVE STAIRS BUILDER TO REFER ALLL NEW REMODELING AREAS - SPECIFICATIONS - FRAMING ETC... TO NEW ALL INCLUSIVE FLOOR PLAN. EXISTING DEMOLITION FLOOR PLAN SCALE 1/4''= 1'-0'' ALL INTERIOR & EXTERIOR DOORS WILL BE REMOVED AND REPLACE WTH NEW IMPACT RATED DOORS WHERE NECESSARY - SEE DR. SCHEDULE ALL EXTERIOR WINDOWS WILL BE REMOVED - RAISED TO NEW HEADER HEIGHTS AND REPLACED WITH IMPACT RATED GLASS - SEE WINDOW SCHEDULE EXISTING STRUCTURE AREAS ========================== 1st FLOOR H/C AREA = 1860 SF 1st FLOOR FRONT PORCH DECK =127 SF EXISTING GARAGE = 662 SF ================================== TOTAL AREA = 2649 SF SITEWORK NOTES: ================= (1) The contractor shall be responsible to stake out of the building and porches in relationship with the drawings and any required zoning setbacks. (2) The contractor shall verify all existing conditions, property lines, easements, and setbacks prior to proceeding with excavation to avoid duplication of efforts. (3) The Contractor shall disconnect all existing utilities. The existing utilities shall be removed or reworked to the extent required to accommodate new construction and as approved by local utilities representatives. Install new utilities and services as required for new house addition where shown on new floor plan. (4) Areas under the removed structure & footing shall be excavated to the minimum extent required.The current drawings shall be coordinated with the actual existing site conditions, tree locations and removal of the existing structures. Any potential conflicts or discrepancies that may affect the house location or any significant features shall be reported to the Designers, Engineer, and owner prior to construction. (5) The general contractor shall coordinate and make adjustments as agreed upon at that time to all finish floor elevations with the designer, engineer and owner at the time of building stakeout. Actual numbers of treads and risers or steps may vary from the number shown on the drawings based on actual field conditions, builder to adjust as needed. (6) The contractor shall coordinate their efforts and shall both be responsible for maintaining on-site drainage away from footing trenches and shall provide positive slopes away from the house and drives. Under NO circumstances cause additional drainage or erosion or increase of sediment or runoff to the existing ponds or adjacent properties. Provide temporary diversions as necessary. (7) The contractor shall protect adjacent properties and all on-site vegetation and trees outside the building footprint from any harm or adverse conditions related to construction activities during the entire time of construction. Trees & vegetation in the area of the building footprint shall be removed. If trees occur in the area adjacent to new construction, their removal shall be approved by the owner. (8) The contractor shall provide a fenced tree protection zone around significant trees remaining. The contractor shall provide erosion control means & methods to prevent site erosion & shall direct groundwater in a natural flow direction to collector areas. (9) The location of any existing and proposed site utilities and service entrances & routes shall be determined on-site with the owner prior to any work being performed. Local utility representatives shall be informed and shall agree and approve all utility work being performed. Provide underground service to the fullest extent possible as agreeable to the owners. ROOFING NOTES: =============== R1 Provide new metal type shingle roofing system thruought the entire roof area to replace existing. Provide new conventional framed roof & ceiling joist areas over existing and new framed wall section, apply underlayment, flashing & roofing systems for a complete water tight roof installation in accordance with applicable codes and the very highest standard of care and recommended installation procedures for a first class, thorough & complete job. Roofing shall meet the requirements for "Fortified Gold" designation at a minimum. Refer to the NRCA Roofing & Waterproofing Manual (latest edition) for "best- practices" regarding technical information & design & installation of roofing systems not specifically addressed in these drawings. 3'-0" 3' - 0 " 3'-0" 3' - 0 " 3' - 0 " 3'-0" 3'-0" 3' - 0 " 3'-0" 3' - 0 " EXISTING ROOF PLAN SCALE 3/16'' = 1'-0'' 3/12 ROOF PITCH EXISTING @ SITE w/ 36'' OVER HANG @ EAVES PORCH REMOVE ENTIRE FIREPLACE / CHIMNEY & BASE SUPPORT. BUILDER TO REMOVE ALL EXISTING ROOF FRAMING, CEILING JOIST FRAMING, ROOF DECKING, AND ROOFING MATERIALS TO EXPOSE INTERIOR STRUCTURE AS NECESSARY TO COMPLETE ADDITION OF NEW ROOF LOCATIONS. BUILDER TO PROVIDE PROTECTION OF INTERIOR AGAINST WEATHER CONDITIONS, WHEN EXPOSED TO ELIMINATE DETERIORATION. BUILDER TO FOLLOW NEW ROOF & CEILING JOIST FRAMING PLAN TO CORRDINATE WITH THE ADJUSTED NEW REMODEL FLOOR PLAN BEARING WALLS LOCATIONS. NEW ROOF AREA TO MEET GOLD FORTIFICATIONS REQUIREMENTS. ° EROSION AND SEDIMENTATION CONTROL NOTES * ******************************************************************** Silt Fencing – Silt Fencing should be installed and entrenched on frontages, and any sides or back of lots that have a slope. Type A silt fencing is mandatory on all Single Family Residential, Commercial, and multi-family sites, as well as all sites located in critical areas. Construction Entrances – A rocked entry must be installed on the entry point, to help minimize vehicle tracking. Aggregate size should be at least 1”.10’ X 20’ for residential (minimum). Limited traffic should be allowed on the site. Inlet Protection – Any storm drain inlets located in front of or directly downhill of the construction site should be protected with acceptable inlet protection (such as sock pipes or mulch wattles). Monitor inlet protection devices during rain events to insure street flooding is not evident. The silt fence or other appropriate form of erosion and sediment control will be installed and maintained around the site to contain fill during construction. ANY FILL OR DEBRIS DEPOSITED IN THE STREET SHALL BE REMOVED BY THE CONTRACTOR AS NECESSARY. PRINT DATES FINAL PRINT - 12/09/25 DESIGN DRAWN BY Kirk A. ThomasKirk A. ThomasKirk A. ThomasKirk A. Thomas To t h e b e s t o f m y k n o w l e d g e t h e s e p l a n s a r e d r a w n t o c o m p l y w i t h t h e c o d e r e q u i r e m e n t s f o r th e i r i n t e n d e d u s e b y o w n e r ' s a n d / o r b u i l d e r ' s s p e c if i c a t i o n s , a n y c h a n g e s m a d e o n o r t o t h e m af t e r p r i n t s a r e s e a l e d w i l l b e d o n e a t t h e o w n e r ' s a n d / o r b u i l d e r ' s e x p e n c e a n d r e s p o n s i b i l i t y . Th e c o n t r a c t o r s h a l l v e r i f y a l l d i m e n s i o n s a n d e n c l os e d d e t a i l d r a w i n g s . R e f e r I n s t a l l a t i o n o f a l l ma t e r i a l s t o m a n u f a c t u r e s a n d c o d e r e q u i r m e n t s f o r ea c h i t e m s a t t a c h m e n t t o t h e s t r u c t u r e re q u a r d l e s s o f d e t a i l s h o w n . D e t a i l s a r e n o t s p e c i fi c t o s t r u c t u r e d r a w n , d e t a i l s a r e d r a w n a s pe r s p e c t i v e c u t a w a y v i e w s a n d i n n o w a y s h o w m a t e r i al i t e m s a s f i n i s h e d i n s t a l l e d re p r e s e n t a t i o n . k . a . t . D e s i g n s I n c . i s n o t l i a b l e f or e r r o r s b a s e d u p o n p e r s o n a l i n t e r p r e t a t i o n of a n y d e t a i l , t e x t i t e m , o r s y m b o l u s e d i n t h e c r e at i o n o f t h e s e d o c u m e n t s . W h i l e e v e r y e f f o r t ha s b e e n m a d e i n t h e p r e p a r a t i o n o f t h i s p l a n t o a v oi d m i s t a k e s , t h e m a k e r c a n n o t g u a r a n t e e ag a i n s t h u m a n e r r o r . T h e L i c . C o n t r a c t o r / O w n e r s o f th e p r o j e c t m u s t c h e c k a l l d i m e n s i o n s a n d de t a i l s p r i o r t o c o n s t r u c t i o n a n d b e s o l e l y r e s p o n s ib l e u p o n i s s u e d p e r m i t . A l l i n f o r m a t i o n co n t a i n e d w i t h i n t h e s e p l a n s i s s u b j e c t t o c h a n g e b as e o n c o d e r e q u i r e m e n t s a n d p e r m i t t i n g ju r i s d i c t i o n I n t e r p r e t a t i o n . Page #Page #Page #Page #A 1.2A 1.2A 1.2A 1.2 PL A N S C A L E : BA S E @ 1 / 4 " = 1 ' - 0 ' ' U. O . N . S C A L E M A Y V A R Y P E R P L A N OR P E R D E T A I L ( N O T S P E C I F I C ) Building Code: IRC2018 Design Wind Speed: 130 mph ASD - ASCE 7-10 Design Wind Speed: 160 MPH Ultimate - ASCE 7-16 Req. Glazing & Door Design Pressures (DP's) 50 psf All Doors and Glazing Installed shall be Impact Rated Flood Zone: FIRM - X Finish Floor Elevation: Min. 36'' A.CL.RW. Mean Roof Height: I, L a r r y M . O l i v e r , P . E . , L i c e n s e N o . 1 2 6 7 8 Ce r t i f y t h a t t h e s t r u c t u r a l p o r t i o n s o f t h i s se t o f c o n s t r u c t i o n d o c u m e n t s h a v e b e e n re v i e w e d u n d e r m y r e s p o n s i b l e c h a r g e , de s i n a t e d b y d e s i g n , t o c o m p l y w i t h t h e en g i n e e r i n g r e q u i r e m e n t s o f t h e In t e r n a t i o n a l R e s i d e n t i a l B u i l d i n g C o d e , 20 1 8 L a t e s t E d i t i o n @ 1 3 0 / 1 6 0 - m p h 3 se c g u s t w i n d l o a d r a t i n g . La r r y M . O l i v e r E n t e r p r i s e s I n c . 72 2 8 O a k b r i a r D r i v e S o u t h Mo b i l e , A L . 3 6 6 1 9 PE R M I T J U R I S D I C T I O N : CI T Y O F F A I R H O P E B. F . E . : 1 2 ' ' A . C L . R W FL O O D Z O N E : " X " CO N T R A C T O R : S T E V E J O N E S C O N T R A C T O R PR O J E C T : R E M O D E L S I N G L E F A M I L Y R E S . CL I E N T : L U C I N D A & C H I P C H A P P E L L E LO C A T I O N : F A I R H O P E , A L . PH Y S I C A L A D D R E S S : 2 1 0 G A Y F E R C T . Base Slab Elev: 24''' A.F.G. (Varies) FINAL REVIEW - 12/04/25 PRELIM. REVIEW -09/16/25 PRELIM. REVIEW - 11/04/25 PRELIM. REVIEW - 10/07/25 PRELIM. REVIEW -09/17/25 ARCHITECTURAL SITE PLAN - SCALE 1'-0'' =20'-0'' Ex i s t i n g S t r u c t u r e D e m o l i t i o n p l a n Ex i s t i n g R o o f P l a n & N e w A d d i t i o n S u r v e y Pr o p o s e d @ 2 1 0 G a y f e r C t . c 2 0 2 5 C O P Y R I G H T B Y K . A . T . D e s i g n s I n c . T h e s e d r a w i ng s a r e N O T T O B E re p r o d u c e d o r c o p i e d i n a n y f o r m w h a t s o e v e r w i t h o u t t h e w r i t t e n pe r m i s s i o n o f K . A . T . D e s i g n s I n c . - A N Y D U P L I C A T I O N I S P R O H I B I T E D A N D PU N I S H A B L E U N D E R F E D E R A L L A W . T h e p u r c h a s e r h a s t h e ri g h t t o O N E US E f o r p e r m i t t i n g p u r p o s e s , a n y f u t u r e u s e o f t h e pl a n , i d e a s , e l e v a t i o n s , co n t e n t s , o r c h a n g e s t o d e s i g n a r e t h e p r o p e r t y o f K . A . T . D e s i g n s I n c . AN D M U S T B E A U T H O R I Z E D B Y K . A . T . D e s i g n s I n c . A N Y U NA T H O R I Z E D U S E WI L L B E P U N I S H A B L E U N D E R F E D E R A L C O P Y R I G H T L A W S . Page 21 of 63 COMMON AREAS =============== FRONT COVERED PORCH = 133 SF 3 CAR GARAGE = 943 SF REAR COVERED PORCH AREA = 645 SF BASEMENT STORAGE AREA = 328 SF ============================== TOTAL COMMON AREAS = 2049 SF TOTAL AREA DESIGNED = 7286 SF NEW REMODELED STRUCTURE AREAS ========================== H/C FIRST FLOOR: 3772 SF H/C SECOND FLOOR: 1465 SF ========================== TOTAL H/C LIVING AREA = 5237 SF 12 8 12 8 1' - 5 " 1' - 4 " 10 ' - 1 " 1' - 5 " 8' - 1 " 22 ' - 1 1 " 2' - 9 " 8' - 1 " 2' - 0 " 10 ' - 1 0 " 2' - 0 " 2' - 0 " 12 ' - 1 0 " 11 ' - 0 " 11 ' - 0 " 22 ' - 8 " 11 ' - 8 " 33 ' - 8 " TOP OF EXISTING FOOTER EXISTING F.G.E. EXISTING F.F.E. T. O . P . O F B E A M F R O M S L A B T.O.R @ GABLE PEEKS CLG. HGT @ 2ND FLR. F.F.E. 2ND FLR. T.O.P. 1ST FLR. T.O.P. @ EXISTING WALL NEW CONST KNEEWALL HGT. T.O.96'' HDR HGT 96'' HDR HGT 96'' HDR HGT 4x4 CORBELS 4x4 CORBELS F.F.E. REMOVE/REPLACE EXISTING GARAGE DRs. w/ NEW IMPACT RATED DRs. IMPACT EGRESS IMPACT FIXED CRAFTSMAN STYLE 6'' EXT TRIM & LENTIL HARDIE B&B VENEER HARDIE B&B VENEER IMPACT EGRESS IMPACT FIXEDIMPACT FIXED IMPACT EGRESS 2 PLY 1 7/8'' x 11.75'' LVL HEADER BEAM BUILDER TO MATCH NEW BRICK VENEER TO EXISTING - APPLY OVER NEWLY FRAMED KNEEWALL 2 FT. SECTION BUILDER TO MATCH NEW BRICK VENEER TO EXISTING - APPLY AS VENEER @ NEWLY FRAMED EXT. WALL SECTIONS NEW SINGLE CAR GARAGE ADDITION T.O.P. @ EXISTING GARAGE BRICK ROW LOCK ABOVE AWNING ROOF AREA 6/12 PITCH w/ 36'' METAL PANEL FINISH 12 8 8 12 8 128 12 CRAFTSMAN TRIM @ GABLECRAFTSMAN TRIM @ GABLE CRAFTSMAN STYLE 6'' EXT TRIM & LENTIL CRAFTSMAN STYLE 6'' EXT TRIM & LENTIL CRAFTSMAN STYLE 6'' EXT TRIM & LINTIL T.O.P. @ NEW 2 FT CONST KNEEWALL HGT. HGT. @ EAVES T.O.R @ GABLE PEEKS T.O.P. @ NEW GARAGE CL G . H G T I N N E W G A R A G E F.F.E. MID ROOF HGT FROM F.F.E. @ NEW GARAGE F. F . E L E V T O E A V E H G T . ME A N R O O F H G T F . F . E . T O M I D R O O F R A N G E FINISHED GRADE ELEVATION BASED ON LOT SLOPE SEE SURVEY FOR ADJUSTMENTS HG T T O R O O F P E E K F R O M G A R A G E S L A B H G T . FRONT EXTERIOR ELEVATION - PLAN SCALE - 1/4'' = 1'-0'' MIXED EXTERIOR : ORIGINAL BRICK VENEER OVER EXISTING STRUCTURE w/ HARDIE B&B VEN. @ PORCH & GABLES OVER 2x4'' EXT. TYP. WALLS @ 16'' O.C. MAIN WALL HEIGHT @ EXT SHALL BE 10' -1'' HEIGHT w/ 5/8'' APA RATED SHEAR WALL SHEATHING @ EXT. WALLS. HEADER HGTS @ 1ST FLR. WINDOWS - 96'', HDR HGT & EXT FRONT DOOR U.O.N. FOUNDATION SHALL BE MIXED 8'' & 16" x 16'' CMU BLK SUPPORT FOUNDATION WALL, BASED ON GRADE ELEV AT SITE, w/24'' w X 16''d FOOTER w/ 3 #5 RE-BAR ON RISERS. INTERIOR WALLS SHALL BE 2x4" & 6'' STUDS, @ 16'' O.C. TYP. EXTERIOR BRICK TO REMAIN AS IS - DO A FINAL PRESSURE WASH OF EXISTING. 8/12 PITCH w/GALV. 26g 36'' METAL ROOFING PANELS OVER, 19/32'' APA RATED PLY WD ROOF SHEATHING, PEEL & STICK WEATHER RESILIANT MEMBRANE , OVER MIXED RF FRAMING - 2x6'' & 8'' RAFTERS @ 16'' O.C. & 2X6'' & 8''CEILING JOIST @ 16'' O.C. TYP T.O - w/12" O.H. & 16'' O.H. A.F.E. BUILDER TO VENT ROOF 1/300MIN - ROOF SHALL BE NAILED PER IRC. 2018 REQ. BUILDER TO REMOVE ALL EXTING ROOFING MATERIALS & FRAMING TO RE FRAME @ 8/12 ROOF PITCH TYP. T.O. - ALL EXISTING INTERIOR & EXTERIOR WALLS SHALL HAVE A MIN 24'' KNEE WALL BUILT ATOP OF EXISTING w/ STRAPPING TO EXISTING STUD WALLS. FIN OUT w/ MATCHING BRICK. 12'' WD COL12'' WD COLEXISTING 2X8 FLR. JOIST @ 16'' O.C. STRUCTURAL NOTES: --------------------------------------- DESIGN LOADS ============= 1. BUILDING CODES 1.1 2018 INTERNATIONAL RESIDENTIAL CODE FOR ONE AND TWO-FAMILY DWELLINGS 1.2 MINIMUM DESIGN LOADS FOR BUILDING AND STRUCTURE, ASCE 7-16 2. ROOF LOADS: 2.1 DEAD LOADS 15 PSF 2.2 LIVE LOADS 20 PSF 3. FLOOR LOADING: 3.1 ATTIC DEAD LOAD 10 PSF 3.2 TYPICAL FLOOR DEAD LOAD 12 PSF 3.3 LIVE LOADS 3.3.1 ROOMS OTHER THAN SLEEPING ROOMS 40 PSF 3.3.2 SLEEPING ROOMS 30 PSF 3.3.3 STAIRS AND DECKS 40 PSF 3.3.4 BALCONIES 80 PSF 3.3.5 CART STORAGE 100 PSF 4. WINDLOAD DATA: 4.1 BASIC WIND SPEED (3 SEC GUST) 130/160 MPH 4.2 WIND IMPORTANCE FACTOR 1.00 4.3 EXPOSURE CATEGORY ( B ) 4.4 BUILDING CATEGORY ( II ) =============================================== This Residential structure has been engineered to a minimum of 140/160 MPH, 3 second gust. Per IRC 2018 Req. All fur-downs and/or concealed areas greater than 500 square feet must be draft-stopped. Plywood or OSB must be used on the underside of any open porches prior to application of the siding or other covering. Minimum of 1 hour resistive rated construction between tenant spaces, floor to ceiling-ceiling to roof@ garage wall separation by no less than 1/2'' Gypsum board. Garage ceiling shall also be finished @ no less than 1/2'' gypsum board for a min 1 hr rating..Doors shall have a min. 20 min rating. (Garage Area to Residential living space) All walls with plumbing vent and drainage lines must be 2”x6” to meet IRC 2018 cutting and notching requirements. Exterior Finished Veneer shall be no less thsn 6' above the finished graded lot elevation, and placed so as not to be Covered or concealed by any landscaping that may be done. =============================================== 1. ALL HEADERS AT EXT. WALLS SHALL BE WITHIN 2018 HEADER TABLE REQ. w/ 1/2" PLYWD FLITCH PLT. U.N.O. USE CODE REQ. TO DETERMINE SIZE APPROPRIATE WITH OPENINGS 2. TRIPLE STUDS AT ALL OPENINGS LARGER THAN 6'-0". ALL BEAM BEARING SUPPORT ENDS (Note: Window & Door Strapping detail.) 3. BUILDER SHALL PROVIDE STRONGBACK TO ALL CONVENTIONAL FRAMED CEILING SPANS OVER 10'-0" . 4. BUILDER TO PROVIDE SOLID BLOCKING BETWEEN FLR. ALL OPEN WEB FLOOR JOIST, AND DECK JOIST AT MID SPAN. NO MORE THAN 48'' O.C. BLOCKING. 5. PROVIDE DBL. OPEN WEB FLOOR JOIST AT PARALLEL WALLS. 6. MANUFACTURED FLOOR/ ROOF TRUSSES WHEN USED SHALL BE DESIGNED FOR PROPER LOAD BEARING AND CERTIFIED BY A REGISTERED ENGINEER FROM THE TRUSS MANUFACTURER. INSTALL PER TRUSS LAYOUT & BRACE AT ALL BEARING POINTS REQ.BY MANUFACTURER. 7. HVAC CONTRACTOR SHALL PROVIDE LOAD CALCULATIONS AND COMPLETE DUCT LAYOUT AND DETAILS TO OWNER/CONTRACTOR PRIOR TO INSTALLATION. 8. CONTRACTOR SHALL VERIFY WITH OWNER THE SIZE, TYPE AND LOCATION OF ALL PLUMBING FIXTURES PRIOR TO CONSTRUCTION. 9. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL WORK AND CONSTRUCTION MEETS OR EXCEEDS ALL CURRENT STATE , AND LOCAL CODES, ORDINACES AND REGULATIONS, ETC. 10. THERE ARE NO WARRANTIES FOR A SPECIFIC USE EXPRESSED OR IMPLIED IN THE USE OF THESE PLANS. 11. STRUCTURE IS REQUIRED TO HAVE A FIRE SUPRESSION SYSTEM (SPRINKLER SYSTEM) INSTALLED PER IRC - 2018 SQ FT MIN. @ 5000 SF. BUILDER AND OWNER TO VERIFY WITH INSPECTOR - AND LOCAL CODE REQUIREMENTS PRIOR TO PERMITTING. INSTALL PER MANUFACTURERS REQ. PER CODE ORDANANCE NUMBER OF HEADS PER ROOMS OF REQ. PER SECTION 903.1 OF THE 2018 IRC REQUIREMENTS. 12. THE FINISHED FLOOR ELEV. OF ANY ENCLOSED AREA OR STAIRWELL MUST BE A MINIMUM OF ONE (1) FOOT ABOVE THE CENTERLINE OF THE ADJACENT STREET. 13. THE RIGHT OF WAY OF THIS PROPERTY MUST BE SODDED PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY. ======================================================================= Additional requirements: 1. If this structure is located in a high corrosive zone. All directly exposed metal connectors must be stainless steel. 2. Where required on open sides of stairs or balconies, guards shall be minimum 36” in height per R311.7.8, R311.8.3, R311.7.8.3, R312.1.1 and intermediate rails shall not allow the passage of a 4” diameter sphere per R312.1.3 3. In dwelling units, where the opening of an operable window is located more than 72” above the finished grade or surface below, the lowest part of the clear opening of the window shall be a minimum 24” above the finished floor of the room in which the window is located. Operable sections of windows shall not permit openings that allow passage of a 4” diameter sphere where such openings are located within 24” of the finished floor.(see exc. R312.2.1) 4. Every sleeping room shall have at least one operable emergency escape and rescue opening complying with IRC 2018 Section R310.2.1-R310.2.2 Clear net opening of 5.7 sq.ft. clear opening having a minimum opening height of 24” and minimum opening width of 22” clear. To Comply to a min. of 24'' A.F.F. area to bottom of window sill. 5. Enclosed areas below design flood elevation must be used solely for parking, building access, or storage and be provided with flood openings to comply with R322.2.2. 6. Building materials used below the design flood elevation must be flood-resistant materials that comply with R322.1.8. 7. Minimum R 15 insulation is required in walls, R 38 in ceiling. 8. IRC 2018 Section R311.7.3 requires a landing for 12’ of vertical rise on stairs. 9. A GFCI service outlet is required within 25’ of HVAC equipment per IRC 2018 E3901.12. 10. All exhaust must exit the structure completely. 11. Mechanical closets must be 12” larger than the unit installed and a minimum clearance of 3” on from the walls. 12. If the attic has storage located in it, a thermal barrier is required to separate the attic space from the foam insulation per IRC 2018 section R316.5.3 of the IRC. 10.0 CEILING DEAD LOAD ANCHOR BOLTS & STRAPS CONTINUOUS LOAD PATH METHOD 3 BOTTOM CHORD DEAD LOAD TOP CHORD DEAD LOAD DP50 DESIGN CODE REQ. IRC -2018 - IBC 2018 40 /20 FLR. SYSTEM LIVE/DEAD LOAD 3 FOR UPLIFT CALS 1.0 IMPORTANCE FACTOR 1 STORY RESIDENTIAL WOOD FRAME STRUCTURE ON 4'' MONOLITHIC SLAB 130/160 3 Sec gust X 15.025.0 Per R301.5 IIB ROOF DEAD LOAD WIND SPEED (MPH) FLOOD ZONE ATTIC STORAGE ROOF LIVE LOAD WIND EXPOSURE BUILDING CATEGORY DESIGN PRESSURE RATING FOR OPENINGS GUST EFFECT FACTOR 0.85 STRUCTURE CRITERIA FOR DESIGN SUBJECT TO DAMAGE FROM CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA 32* WINTER DESIGN TEMP MEAN ANNUAL TEMP AIR FREEZING INDEX FLOOD HAZARDS ICE SHEILD UNDER- LAYMENT REQUIRED DECAYTERMITE FROST LINE DEPTH WEATHERING SEISMIC DESIGN CATEGORY WIND SPEED (MPH) GROUND SNOW LOAD FIRM 65* 0-1000 12" BFLNO MOD. TO SEVERE ZERO VERY HEAVY0-A130/160 mph 3 sec gust NEGLIGBLE PRINT DATES FINAL PRINT - 12/09/25 DESIGN DRAWN BY Kirk A. ThomasKirk A. ThomasKirk A. ThomasKirk A. Thomas To t h e b e s t o f m y k n o w l e d g e t h e s e p l a n s a r e d r a w n t o c o m p l y w i t h t h e c o d e r e q u i r e m e n t s f o r th e i r i n t e n d e d u s e b y o w n e r ' s a n d / o r b u i l d e r ' s s p e c if i c a t i o n s , a n y c h a n g e s m a d e o n o r t o t h e m af t e r p r i n t s a r e s e a l e d w i l l b e d o n e a t t h e o w n e r ' s a n d / o r b u i l d e r ' s e x p e n c e a n d r e s p o n s i b i l i t y . Th e c o n t r a c t o r s h a l l v e r i f y a l l d i m e n s i o n s a n d e n c l os e d d e t a i l d r a w i n g s . R e f e r I n s t a l l a t i o n o f a l l ma t e r i a l s t o m a n u f a c t u r e s a n d c o d e r e q u i r m e n t s f o r ea c h i t e m s a t t a c h m e n t t o t h e s t r u c t u r e re q u a r d l e s s o f d e t a i l s h o w n . D e t a i l s a r e n o t s p e c i fi c t o s t r u c t u r e d r a w n , d e t a i l s a r e d r a w n a s pe r s p e c t i v e c u t a w a y v i e w s a n d i n n o w a y s h o w m a t e r i al i t e m s a s f i n i s h e d i n s t a l l e d re p r e s e n t a t i o n . k . a . t . D e s i g n s I n c . i s n o t l i a b l e f or e r r o r s b a s e d u p o n p e r s o n a l i n t e r p r e t a t i o n of a n y d e t a i l , t e x t i t e m , o r s y m b o l u s e d i n t h e c r e at i o n o f t h e s e d o c u m e n t s . W h i l e e v e r y e f f o r t ha s b e e n m a d e i n t h e p r e p a r a t i o n o f t h i s p l a n t o a v oi d m i s t a k e s , t h e m a k e r c a n n o t g u a r a n t e e ag a i n s t h u m a n e r r o r . T h e L i c . C o n t r a c t o r / O w n e r s o f th e p r o j e c t m u s t c h e c k a l l d i m e n s i o n s a n d de t a i l s p r i o r t o c o n s t r u c t i o n a n d b e s o l e l y r e s p o n s ib l e u p o n i s s u e d p e r m i t . A l l i n f o r m a t i o n co n t a i n e d w i t h i n t h e s e p l a n s i s s u b j e c t t o c h a n g e b as e o n c o d e r e q u i r e m e n t s a n d p e r m i t t i n g ju r i s d i c t i o n I n t e r p r e t a t i o n . Page #Page #Page #Page #A 1.3A 1.3A 1.3A 1.3 PL A N S C A L E : BA S E @ 1 / 4 " = 1 ' - 0 ' ' U. O . N . S C A L E M A Y V A R Y P E R P L A N OR P E R D E T A I L ( N O T S P E C I F I C ) Building Code: IRC2018 Design Wind Speed: 130 mph ASD - ASCE 7-10 Design Wind Speed: 160 MPH Ultimate - ASCE 7-16 Req. Glazing & Door Design Pressures (DP's) 50 psf All Doors and Glazing Installed shall be Impact Rated Flood Zone: FIRM - X Finish Floor Elevation: Min. 36'' A.CL.RW. Mean Roof Height: I, L a r r y M . O l i v e r , P . E . , L i c e n s e N o . 1 2 6 7 8 Ce r t i f y t h a t t h e s t r u c t u r a l p o r t i o n s o f t h i s se t o f c o n s t r u c t i o n d o c u m e n t s h a v e b e e n re v i e w e d u n d e r m y r e s p o n s i b l e c h a r g e , de s i n a t e d b y d e s i g n , t o c o m p l y w i t h t h e en g i n e e r i n g r e q u i r e m e n t s o f t h e In t e r n a t i o n a l R e s i d e n t i a l B u i l d i n g C o d e , 20 1 8 L a t e s t E d i t i o n @ 1 3 0 / 1 6 0 - m p h 3 se c g u s t w i n d l o a d r a t i n g . La r r y M . O l i v e r E n t e r p r i s e s I n c . 72 2 8 O a k b r i a r D r i v e S o u t h Mo b i l e , A L . 3 6 6 1 9 PE R M I T J U R I S D I C T I O N : CI T Y O F F A I R H O P E B. F . E . : 1 2 ' ' A . C L . R W FL O O D Z O N E : " X " CO N T R A C T O R : S T E V E J O N E S C O N T R A C T O R PR O J E C T : R E M O D E L S I N G L E F A M I L Y R E S . CL I E N T : L U C I N D A & C H I P C H A P P E L L E LO C A T I O N : F A I R H O P E , A L . PH Y S I C A L A D D R E S S : 2 1 0 G A Y F E R C T . Base Slab Elev: 24''' A.F.G. (Varies) FINAL REVIEW - 12/04/25 PRELIM. REVIEW -09/16/25 PRELIM. REVIEW - 11/04/25 PRELIM. REVIEW - 10/07/25 PRELIM. REVIEW -09/17/25 c 2 0 2 5 C O P Y R I G H T B Y K . A . T . D e s i g n s I n c . T h e s e d r a w i ng s a r e N O T T O B E re p r o d u c e d o r c o p i e d i n a n y f o r m w h a t s o e v e r w i t h o u t t h e w r i t t e n pe r m i s s i o n o f K . A . T . D e s i g n s I n c . - A N Y D U P L I C A T I O N I S P R O H I B I T E D A N D PU N I S H A B L E U N D E R F E D E R A L L A W . T h e p u r c h a s e r h a s t h e ri g h t t o O N E US E f o r p e r m i t t i n g p u r p o s e s , a n y f u t u r e u s e o f t h e pl a n , i d e a s , e l e v a t i o n s , co n t e n t s , o r c h a n g e s t o d e s i g n a r e t h e p r o p e r t y o f K . A . T . D e s i g n s I n c . AN D M U S T B E A U T H O R I Z E D B Y K . A . T . D e s i g n s I n c . A N Y U NA T H O R I Z E D U S E WI L L B E P U N I S H A B L E U N D E R F E D E R A L C O P Y R I G H T L A W S . NE W R E M O D E L E X T E R I O R E L E V A T I O N S w/ E X T E R I O R N O T E S A N D D E T A I L S New Home Renovations to Existing Structure New Home Renovations to Existing Structure New Home Renovations to Existing Structure New Home Renovations to Existing Structure for Lucinda & Chip Chappelle for Lucinda & Chip Chappelle for Lucinda & Chip Chappelle for Lucinda & Chip Chappelle Located @ 210 Gayfer CourtLocated @ 210 Gayfer CourtLocated @ 210 Gayfer CourtLocated @ 210 Gayfer Court Fairhope, Al. 36532Fairhope, Al. 36532Fairhope, Al. 36532Fairhope, Al. 36532 Page 22 of 63 GRADE 1' - 4 " 2'-0" FOOTERS MAY VARY: SEE SEPERATE FOOTER DETAILS ON FOUNDATION PAGE TO MATCH SPECIFIC WALL SUPPORT TYPES. 1 x 6'' BASE TRIM 1 @ #5 REBAR EVERY 48'' - TURNED INTO SLAB MIN 25''4" 3000 psi CONCRETE SLAB 2x4, 6'', PT SOLE PLATE w/ 5/8'' DIA ANCHOR BOLT @ 24" O.C. w/ 3" SQ WASHERS 1x WD WINDOW STOOL & APRON VINYL CLAD MIN. DPI 60 HW - IMPACT RATED TYPE SH 1/1 WINDOW (REFER TO FLOOR PLAN & ELEV. FOR LOCATIONS, GRIDS & STYLE - ARCHES - TRANSOMS) 6x6x10 W.W.M. w/ 6 MIL VAPOR BARRIOR OVER CLEAN COMPACTED CLAY FIL INSULATION TYPE R- VALUE VARIES BASED ON WALL THICKNESS (SEE PLAN LOC) TYVECK HOUSE WRAP EXT. FINISH: MIXED PAINTED BRICK w/HARDIE B&B VENEER w/BATTENS @12'' O.C. TYP. WHERE SHOWN ON ELEVATIONS. APPLIED OVER 7/16" WINDSTORM NORBOARD OR 5/8'' APA RATED EXT. SHEARWALL SHEATHING - (EXTERIOR WALL HEIGHT VARIES THROUGHOUT) 6'' Brick Ledge Poured w/ slab allow 1" air space 1/2" GYP. BD. ON WALL # of Block's Vary based on Grading & Slope MIN. 72'' + 1 FHA 8'' header blk) Poured Solid thru-out 1x WINDOW TRIM PAINTED 4'' & 6" WALL STUDS 16" O.C. R-21 INSULATION VAPOR BARRIER 1/2" DRYWALL IMPACT WINDOWS (SEE PLAN) LOCAL CODE REQ. DETAIL ONLY APPLIES TO NEW STRUCTURE CONSTRUCTION AREAS (EXISTING AREA - FOUNDATION AT SITE) SEE ADDITIONAL EXT. WALL DETAIL MATCH BRICK VENEER HOUSE WRAP (BUILDING PAPER) 1/2" EXTERIOR SHEATHING 4x6'' COLAR TIE 8' - 1 ' ' BONUS LOFT AREA DBL. 6'' TOP PLATE (#2 SPRUCE OR BETTER) W/ SIMPSON SP1 TO STUD R-15 INSUL. (TYP.) 16' O.H. w/ HARDIE VENTED SOFFIT-CONT. 3/4" APA RATED T&G - GLUED & SCREWED 5/8" GYP. BD. ON CLG.2x HEADER PER CODE 1/2" GYP. BD. ON CLG. R-_38___ INSULATION TYVECK HOUSE WRAP 12 8 TYP. HARDIE FASCIA w/GALV METAL EVE DRIP EDGE ON 1X2 PT FURRING STRIP, ON FINISHED 2X6 SYP. HURRICANE STRAPS (SEE ROOF FRAMING DETAILS) OR 1" 16 g SIMPSON TWIST STRAP ROLL FROM TOP PLATE TO BASE FOUNDATION OVER RAFTER TOP METAL SHINGLE PANEL ROOF FIN. OVER SYNTHETIC WEATHER RESILIANT MEMBRANE , OVER 2 x 6" & 8'' #2 RAFTERS @ 16" O.C. TYP - OVER 19/32" APA RATED ROOF SHEATHING. NAILED PER IRC. 2018 REQ. 16'' OPEN WEB FLR JOIST @ 16'' O.C. USE 2X8'' CEILING JOIST WHERE SHOWN height varies 2X4" #2 WALL SUPPORT 8'-1 1/8" CLG HGT. 10'-1 1/8" CLG HGT. 1'-4" F.F.E. 4" DRAIN TILE 12" GRAVEL FILL 12" X 24" CONT. CONCRETE FOOTING RE-BAR (3) #5 TYPICAL THRU OUT New Construction 1 1/2 Story Section w/8" & 16'' CMU Blk Stem wall, w/ 2x6 framed wall above. NTS WL A-1 HGT VARIES @ REAR & SIDES 12 8 12 8 10 ' - 1 " 10 ' - 1 " 2' - 1 0 " 8" 10 ' - 1 0 " 19 ' - 1 0 " 2' - 0 " 12 ' - 1 0 " 6' - 7 " 10 ' - 1 " 10 ' - 7 " 27'-3" 27 ' - 3 " 25 ' - 7 " 8' - 6 " 4' - 3 " 1' - 0 " 8" 1' - 0 " 8' - 1 " 4" 4" 8" 6' - 3 " 4" 6' - 3 " 6'' CRAFTSMAN STYLE TRIM & LENTIL 4'' CONC SLAB @ PORCH AREA 8x16'' CMU SUPPORT FOUNDATION WALL w/ 12'' x 24'' FTR. 8x16'' CMU SUPPORT FOUNDATION WALL w/ 12'' x 24'' FTR. 8 12 8/12 PITCH w/GALV. 26g 36'' METAL ROOFING PANELS OVER, 19/32'' APA RATED PLY WD ROOF SHEATHING, PEEL & STICK WEATHER RESILIANT MEMBRANE , OVER MIXED RF FRAMING - 2x6'' & 8'' RAFTERS @ 16'' O.C. & 2X6'' & 8'' CEILING JOIST @ 16'' O.C. TYP T.O - w/12" O.H. & 16'' O.H. A.F.E. BUILDER TO VENT ROOF 1/300MIN - ROOF SHALL BE NAILED PER IRC. 2018 REQ. BUILDER TO REMOVE ALL EXTING ROOFING MATERIALS & FRAMING TO RE FRAME @ 8/12 ROOF PITCH TYP. T.O. - ALL EXISTING INTERIOR & EXTERIOR WALLS SHALL HAVE A MIN 24'' KNEE WALL BUILT ATOP OF EXISTING w/ STRAPPING TO EXISTING STUD WALLS. FIN OUT w/ MATCHING BRICK. BRICK TRIM @ DR. 6'' CRAFTSMAN STYLE TRIM & LENTIL NEW GAS METER LOCATION NEW RELOCATED ELECTRICAL METER - POWER TO BE UNDERGROUND TO NEW SERVICE STAIRS TO GRADE BY BUILDER BUILDER TO POUR THIS SECTION w/ 4'' CONC SLAB FOR STORAGE AREA USE UNDER HSE. CMU BASE (8'') MAIN HSE F.F.E. F. F . E . T O T O P O F F T R - HG T M A Y V A R Y B A S E D ON F I N . G R A D E @ S I T E 36'' S.S. CABLE RAILING 12'' WD. COLUMN 7' x 8' WOODEN CARRIAGE DOORS 84'' Hdr Hgt HEIGHT MAY VARY BASED ON SLOPE OF GRADE F.F.E. @ BASEMENT IMPACT OP/FIXED/OP IMPACT EGRESS IMPACT EGRESS IMPACT FIXED IMPACT FIXED GABLE END OPEN FRAMED END WALL GB 4 GB 4 GABLE END GABLE END 2x4'' FRAMED K.W. ATOP EXISTING FIREPLACE /LIVING RM SECTION 6/12 PITCH AWNING RF. 4x4 CORBELS NEW CONSTRUCTION NEW CONSTRUCTION EXISTING FLR 2x8'' THIS AREA FIN FLR ELEV @ EXISTING LIVING RM. 2x4'' FRAMED K.W. ATOP EXISTING GARAGE WALL 10' T.O. BEAM 10' 1 1/8'' T.O.P. TANKLESS H20 A/C FINISHED SLAB ELEV @ BASEMENT STORAGE EXISTING EXT. STRUCTURE EXISTING EXT. STRUCTURE 96'' Hdr Hgt 96'' Hdr Hgt 96'' Hdr Hgt 96'' Hdr Hgt 36'' Rail Hgt. NEW FLR 2x12'' JOIST THIS AREANEW FLR 2x12'' JOIST THIS AREA NEW CONSTRUCTION EXISTING EXT. STRUCTURE NEW CONSTRUCTION EXISTING EXT. STRUCTURE 12 8 12 8 3' - 5 " 2' - 0 " 8' - 6 " 4' - 3 " 25 ' - 7 " 27 ' - 1 " 6' - 1 " 10 ' - 5 " 10 ' - 7 " 12 ' - 1 0 " 10 ' - 1 0 " 8' - 1 " 10 ' - 1 " 2' - 9 " 8"8" 2' - 1 " 8" 6' - 5 " 10 ' - 1 " 2' - 9 " 1' - 5 " 6' - 1 " 4" 36'' Rail Hgt. 96'' Hdr Hgt 96'' Hdr Hgt 96'' Hdr Hgt 10' 1 1/8'' T.O.P. 10' -5'' T.O. BEAM FIN FLR ELEV @ EXISTING STRUCTURE EXISTING FLR 2x8'' THIS AREA 6/12 PITCH AWNING RF. GABLE END GABLE END GB 4 GB 4 GABLE END OPEN FRAMED END WALL IMPACT EGRESSIMPACT FIXED HEIGHT MAY VARY BASED ON SLOPE OF GRADE 12'' WD. COLUMN F. F . E . T O T O P O F F T R - HG T M A Y V A R Y B A S E D ON F I N . G R A D E @ S I T E MAIN HSE F.F.E. BUILDER TO REMOVE ALL EXTING ROOFING MATERIALS & FRAMING TO RE FRAME @ 8/12 ROOF PITCH TYP. T.O. - ALL EXISTING INTERIOR & EXTERIOR WALLS SHALL HAVE A MIN 24'' KNEE WALL BUILT ATOP OF EXISTING w/ STRAPPING TO EXISTING STUD WALLS. FIN OUT w/ MATCHING BRICK.8/12 PITCH w/GALV. 26g 36'' METAL ROOFING PANELS OVER, 19/32'' APA RATED PLY WD ROOF SHEATHING, PEEL & STICK WEATHER RESILIANT MEMBRANE , OVER MIXED RF FRAMING - 2x6'' & 8'' RAFTERS @ 16'' O.C. & 2X6' & 8'' CEILING JOIST @ 16'' O.C. TYP T.O - w/12" O.H. & 16'' O.H. A.F.E. BUILDER TO VENT ROOF 1/300MIN - ROOF SHALL BE NAILED PER IRC. 2018 REQ. 12 8 12 8 12 8 STAIRS TO GRADE BY BUILDER NEW CONSTRUCTION 8x16'' CMU SUPPORT FOUNDATION WALL w/ 12'' x 24'' FTR. 4x4 CORBELS 2x4'' FRAMED K.W. ATOP EXISTING BEDROOMS /BATHROOM & GARAGE EXTERIOR WALL SECTIONS 6'' CRAFTSMAN STYLE TRIM & LENTIL 6'' CRAFTSMAN STYLE TRIM & LENTIL IMPACT EGRESS EXISTING 8x16'' CMU SUPPORT FOUNDATION WALL w/ 12'' x 24'' FTR. IMPACT FIXED IMPACT FIXED EX I S T I N G H G T . FI N I S H E D E X T E R I O R W A L L H G T . STAIRS TO GRADE BY BUILDER EXISTING 8x16'' CMU SUPPORT FOUNDATION WALL w/ 12'' x 24'' FTR. A/C TANKLESS H20 THIS AREA OF EXISTING FOUNDATION NOT TO BE DISTURBED EXISTING FLR 2x8'' THIS AREA FINISHED BRICK VENEER w/BUILDER TO MATCH EXISTING BRICK LOCATION OF 16'' OPEN WEB FLR JOIST @ 16'' O.C. TYP. FOR ATTIC FLOOR SYSTEM - UNDER ROOF T.O.P. K.W. @ GABLE 6'' CORNER TRIM 4'' STEP DN TO PORCH 10' 1 1/8'' T.O.P. SLOPE OF GRADE 4'' CONC SLAB FOUNDATION @ NEW CONST. FLOOR AREAS (SEE FOUNDATION PL.) GRADE 6' - 2 " New Construction 1 1/2 Story Section w/8" & 16'' CMU Blk Stem wall, w/ 2x6 framed wall above. NTS 2" X 4" TREATED BOTTOM PLATE 1 1/2" WALL STUDS 16" O.C. 1 1/2" RIGID INSULATION VAPOR BARRIER @ BASEMENT STORAGE AREA 2" X 2" TOP PLATE 4" DRAIN TILE 12" GRAVEL FILL 12" X 24" CONT. CONCRETE FOOTING RE-BAR (3) #5 TYPICAL THRU OUT 8" x 16 FULL CONCRETE BLOCK WHERE SHOWN w/ #5 REBAR VERTICAL REINF @ 48" O.C. w/ SOLID POURED CORE DAMP PROOFING (TO GRADE) 2" X 8" TREATED SILL PLATE 1/2" ANCHOR BOLTS 4' O.C. VAPOR BARRIER 4" GRAVEL BASE 4" CONCRETE FLOOR w/ 6x6x10 WIRE MESH @ BASEMNT STORAGE RM 1 3/8" X 16" RIM JOIST 1/2" EXTERIOR SHEATHINGRIM JOIST INSULATION 3/4" T & G PLYWOOD FLOORING MATCH BRICK VENEER HOUSE WRAP (BUILDING PAPER) 1/2" EXTERIOR SHEATHING 6" WALL STUDS 16" O.C. R-21 INSULATION VAPOR BARRIER 1/2" DRYWALL2" X 6" BOTTOM PLATE IMPACT WINDOWS (SEE PLAN) LOCAL CODE REQ. HGT. VARIES 1'-4" F.F.E. 10'-1 1/8" CLG HGT. 8'-1 1/8" CLG HGT. 2X4" #2 WALL SUPPORT height varies 16'' OPEN WEB FLR JOIST @ 16'' O.C. USE 2X8'' CEILING JOIST WHERE SHOWN METAL SHINGLE PANEL ROOF FIN. OVER SYNTHETIC WEATHER RESILIANT MEMBRANE , OVER 2 x 6" & 8'' #2 RAFTERS @ 16" O.C. TYP - OVER 19/32'' APA RATED ROOF SHEATHING. NAILED PER IRC. 2018 REQ. HURRICANE STRAPS (SEE ROOF FRAMING DETAILS) OR 1" 16 g SIMPSON TWIST STRAP ROLL FROM TOP PLATE TO BASE FOUNDATION OVER RAFTER TOP TYP. HARDIE FASCIA w/GALV METAL EVE DRIP EDGE ON 1X2 PT FURRING STRIP, ON FINISHED 2X6 SYP. 8 12 TYVECK HOUSE WRAP R-_38___ INSULATION 1/2" GYP. BD. ON CLG. 2x HEADER PER CODE5/8" GYP. BD. ON CLG. 3/4" APA RATED T&G - GLUED & SCREWED 16' O.H. w/ HARDIE VENTED SOFFIT-CONT. R-15 INSUL. (TYP.) DBL. 6'' TOP PLATE (#2 SPRUCE OR BETTER) W/ SIMPSON SP1 TO STUD BONUS LOFT AREA DETAIL ONLY APPLIES TO NEW STRUCTURE CONSTRUCTION AREAS (EXISTING AREA - FOUNDATION AT SITE) SEE ADDITIONAL EXT. WALL DETAIL 12'' FLOOR JOIST@ 16" O.C. TYP. OVER BASEMENT STORAGE RM 8' - 1 ' ' 2x6'' COLAR TIE 16" x 16 FULL CONCRETE BLOCK WHERE SHOWN w/ #5 REBAR VERTICAL REINF @ 48" O.C. w/ SOLID POURED CORE DAMP PROOFING (TO GRADE) BA S E M E N T - S T O R A G E RM A R E A O N L Y WL B-1 PRINT DATES FINAL PRINT - 12/09/25 DESIGN DRAWN BY Kirk A. ThomasKirk A. ThomasKirk A. ThomasKirk A. Thomas To t h e b e s t o f m y k n o w l e d g e t h e s e p l a n s a r e d r a w n t o c o m p l y w i t h t h e c o d e r e q u i r e m e n t s f o r th e i r i n t e n d e d u s e b y o w n e r ' s a n d / o r b u i l d e r ' s s p e c if i c a t i o n s , a n y c h a n g e s m a d e o n o r t o t h e m af t e r p r i n t s a r e s e a l e d w i l l b e d o n e a t t h e o w n e r ' s a n d / o r b u i l d e r ' s e x p e n c e a n d r e s p o n s i b i l i t y . Th e c o n t r a c t o r s h a l l v e r i f y a l l d i m e n s i o n s a n d e n c l os e d d e t a i l d r a w i n g s . R e f e r I n s t a l l a t i o n o f a l l ma t e r i a l s t o m a n u f a c t u r e s a n d c o d e r e q u i r m e n t s f o r ea c h i t e m s a t t a c h m e n t t o t h e s t r u c t u r e re q u a r d l e s s o f d e t a i l s h o w n . D e t a i l s a r e n o t s p e c i fi c t o s t r u c t u r e d r a w n , d e t a i l s a r e d r a w n a s pe r s p e c t i v e c u t a w a y v i e w s a n d i n n o w a y s h o w m a t e r i al i t e m s a s f i n i s h e d i n s t a l l e d re p r e s e n t a t i o n . k . a . t . D e s i g n s I n c . i s n o t l i a b l e f or e r r o r s b a s e d u p o n p e r s o n a l i n t e r p r e t a t i o n of a n y d e t a i l , t e x t i t e m , o r s y m b o l u s e d i n t h e c r e at i o n o f t h e s e d o c u m e n t s . W h i l e e v e r y e f f o r t ha s b e e n m a d e i n t h e p r e p a r a t i o n o f t h i s p l a n t o a v oi d m i s t a k e s , t h e m a k e r c a n n o t g u a r a n t e e ag a i n s t h u m a n e r r o r . T h e L i c . C o n t r a c t o r / O w n e r s o f th e p r o j e c t m u s t c h e c k a l l d i m e n s i o n s a n d de t a i l s p r i o r t o c o n s t r u c t i o n a n d b e s o l e l y r e s p o n s ib l e u p o n i s s u e d p e r m i t . A l l i n f o r m a t i o n co n t a i n e d w i t h i n t h e s e p l a n s i s s u b j e c t t o c h a n g e b as e o n c o d e r e q u i r e m e n t s a n d p e r m i t t i n g ju r i s d i c t i o n I n t e r p r e t a t i o n . Page #Page #Page #Page # A 1.4A 1.4A 1.4A 1.4 PL A N S C A L E : BA S E @ 1 / 4 " = 1 ' - 0 ' ' U. O . N . S C A L E M A Y V A R Y P E R P L A N OR P E R D E T A I L ( N O T S P E C I F I C ) Building Code: IRC2018 Design Wind Speed: 130 mph ASD - ASCE 7-10 Design Wind Speed: 160 MPH Ultimate - ASCE 7-16 Req. Glazing & Door Design Pressures (DP's) 50 psf All Doors and Glazing Installed shall be Impact Rated Flood Zone: FIRM - X Finish Floor Elevation: Min. 36'' A.CL.RW. Mean Roof Height: I, L a r r y M . O l i v e r , P . E . , L i c e n s e N o . 1 2 6 7 8 Ce r t i f y t h a t t h e s t r u c t u r a l p o r t i o n s o f t h i s se t o f c o n s t r u c t i o n d o c u m e n t s h a v e b e e n re v i e w e d u n d e r m y r e s p o n s i b l e c h a r g e , de s i n a t e d b y d e s i g n , t o c o m p l y w i t h t h e en g i n e e r i n g r e q u i r e m e n t s o f t h e In t e r n a t i o n a l R e s i d e n t i a l B u i l d i n g C o d e , 20 1 8 L a t e s t E d i t i o n @ 1 3 0 / 1 6 0 - m p h 3 se c g u s t w i n d l o a d r a t i n g . La r r y M . O l i v e r E n t e r p r i s e s I n c . 72 2 8 O a k b r i a r D r i v e S o u t h Mo b i l e , A L . 3 6 6 1 9 PE R M I T J U R I S D I C T I O N : CI T Y O F F A I R H O P E B. F . E . : 1 2 ' ' A . C L . R W FL O O D Z O N E : " X " CO N T R A C T O R : S T E V E J O N E S C O N T R A C T O R PR O J E C T : R E M O D E L S I N G L E F A M I L Y R E S . CL I E N T : L U C I N D A & C H I P C H A P P E L L E LO C A T I O N : F A I R H O P E , A L . PH Y S I C A L A D D R E S S : 2 1 0 G A Y F E R C T . Base Slab Elev: 24''' A.F.G. (Varies) FINAL REVIEW - 12/04/25 PRELIM. REVIEW -09/16/25 PRELIM. REVIEW - 11/04/25 PRELIM. REVIEW - 10/07/25 PRELIM. REVIEW -09/17/25 c 2 0 2 5 C O P Y R I G H T B Y K . A . T . D e s i g n s I n c . T h e s e d r a w i ng s a r e N O T T O B E re p r o d u c e d o r c o p i e d i n a n y f o r m w h a t s o e v e r w i t h o u t t h e w r i t t e n pe r m i s s i o n o f K . A . T . D e s i g n s I n c . - A N Y D U P L I C A T I O N I S P R O H I B I T E D A N D PU N I S H A B L E U N D E R F E D E R A L L A W . T h e p u r c h a s e r h a s t h e ri g h t t o O N E US E f o r p e r m i t t i n g p u r p o s e s , a n y f u t u r e u s e o f t h e pl a n , i d e a s , e l e v a t i o n s , co n t e n t s , o r c h a n g e s t o d e s i g n a r e t h e p r o p e r t y o f K . A . T . D e s i g n s I n c . AN D M U S T B E A U T H O R I Z E D B Y K . A . T . D e s i g n s I n c . A N Y U NA T H O R I Z E D U S E WI L L B E P U N I S H A B L E U N D E R F E D E R A L C O P Y R I G H T L A W S . CO N T I N U E D R E M O D E L E X T E R I O R EL E V A T I O N S w / E X T E R I O R N O T E S AN D S T R U C T U R A L D E T A I L S RIGHTSIDE / EASTERN ELEVATION - SCALE 1/4'' = 1'-0'' LEFTSIDE / WESTERN ELEVATION - SCALE 1/4'' = 1'-0'' WL A-1 WL B-1 WL A-1 WL A-1 Page 23 of 63 GOLD FORTIFICATION REQUIREMENTS ROOF COVERING MEETS FORTIFIED REQUIREMENTSSECTION SHINGLE ATTACHMENT: Shingle shall be Installed using 6 fastners required by the manufacturer for highwind fastning, which ever is greater. Attachment at eaves, rakes, valleys, gable ends and starter strips. Shingles and starter strips at all intersections, eaves, valleys, and gable ends shall be set in a min. 8'' wide strip of flashing cement. Maximum thickness of flashing cement shall be 1/8''. Shingles shall not extend more than 1/4''beyond the drip edge. METAL PANELS: Metal panel roofing systems and thier attachment shall be installed in accordance with the manufacturers Installation instructions and shall provide uplife resistance equal to or greater than the designed uplife pressurefor this roof based on the site design, wind speed and exposure catagory. The Metal Panels shall be installed over continuous decking and one of the acceptable sealed roof deck option. 1. Installation of a Peel & Stick membrane over the entire roof deck: The entire roof deck shall be covered with a full layer of self adhearing polymer modified bitumen ("Peel & Stick") Meeting ASTM D1970 requirements. In applications where membrane adhesion to OSB is marginal, apply a primer to the OSB panels to insure a propper attachment of the self - adhearing membrane to the sheathing. A bond break, such as a 15- pound ASTM D226 , Type - 1 underlayment, is to be installed between the "Peel & Stick" membrane and asphalt shingles, metal roof panel, or other roof covering that would otherwise adhere to a degreethat future re-roofingwould be severly complicated. SEALED ROOF DECKING 2. Installation of a minimum 4'' wide self - adhering polymer modified bitumen flashing "Peel & Stick" installed of all wood roof panel seams, covered by compliant underlayment over entire roof. In applications where membrane adheasion to OSB is marginal, apply a primer apply a primer to the OSB panels to ensure the proper attachment of the self - adhering membrane to the sheathing. 3. Installation of a high tear strength synthetic roof underlayment: Application of a reinforced synthetic roof underlayment which has an ICC approval as an alternate to ASTM D226 Type 11 felt paper. The synthetic underlayment must have minimum tear strength of 20 lbs. per ASTM D1970 or ASTM D4533. This underlayment must be attached using annular ring or deformed shank roofing fastners center in the field or a more strengent fastner schedule if required by the manufacturer for high wind installations. The minimum horizontal overlap between rolls is 2 inches and the minimum overlap at the ends of rolls is 6- inches. All underlayment seams should be sealed with a compatable adhesive or tape provided the overlapfor horizontal seams is at least 18 inches. Vertical underlayment seams should always be sealed. ALUMINUM or VINYL SOFFITS Soffits to be covered with Aluminum or Vinyl shall first be sheathed with 7/16 OSB or Plywood connected to framing designed to resist ASCE 7-10 adjacent components and cladding wall pressures. The wall sheathing may be installed with a continuous vent gap up to 2 inches wide. Soffits in the gable shall not be vented. ROOF DECKING ATTACHMENT Roof decks shall be attached in accordance with the approved plans but no greater than 6 inches on center along panel edges and in the field for zone 1 AND no greater than 4 inches on center along panel edges and in the field for zones 2 & 3 using minimum 8d (0.113" x 2-3/8'') irregular shank (i.e. ring shank or spiral) nails with full round heads. Staples are not permitted for fastening of this roof decking. For definitions of zones 1. 2. & 3 refer to figure 207 (2) Roof Sheathing Nailing Zones in ICC 600-2008 ROOF VENTILATION Roof ventilation shall be designed for the applicable windload: ridge and off ridge vents shall be tested in accordancewith TAS 100 (A) for high wind and be labled for verification of compliance. All roof ventilation shall be anchored in accordance with the manufacturer's installation instructions for the appropriate wind load. Gable vents and power vents are not permitted. Vented soffits are not allowed along gable slopes. However if gable vents are desired for Architectual purposes, they shall be non-functional, for decorative purposes only. CHIMNEY CHASES Wood framed chimney chases shall be structurally connected to the roof and ceiling framing. The chimney chase shalled be detailed in the approved plans and be designed to resist applicable loads specified in ASCE 7 - 10 YES YES YES YES NO YES YES YES NO CONTINUOUS LOAD PATH Structure Meets the requirements for Roof to Wall Connection Structure Meets the requirements for Wall to Floor Connection Structure Meets the requirements for Floor to Foundation Connection YES WINDOW & DOOR OPENINGS Window & Door openings in all Exterior wall sections Meet the requirements to have adequate design pressure ratings. (see Manufacturers label attached to installed units - not to be removed until after inspection) All window & door units must meet Impact-protection with an approved system YES Structure Meets the requirements for Roof connected to beam to resist uplift Structure Meets the requirements for Beam connected to column to resist uplift Structure Meets the requirements for Column anchored to structure to resist uplift PORCHES & CARPORTS Shall be Corrosion resistant Roof-mounted vents. Vents must be high-wind rated attached per manufacturers req.. All Soffit vents will resist water intrusion. Gable overhangs and vents shall be properly braced as per req. - All Gables over 4' tall must be constructed as sheer walls with structural sheathing - Apply 7/16'' APA rated Ply Wd each side - nailed @ 4'' o.c. typ. Gable end vents shall be protected against water intrusion. YES ATTIC VENTILATION YES A sealed roof deck is required for all new construction and re- roofing applications by one of the following methods. Structural Requirements: ****************************** This Residential structure has been engineered to a minimum of 130/160 MPH, 3 second gust. Per IRC2018 Req. All fur-downs and/or concealed areas greater than 500 square feet must be draft-stopped. Plywood or OSB must be used on the underside of any open porches prior to application of the siding or other covering. Minimum of 1 hour resistive rated construction between garage and Living area spaces. All walls with plumbing vent and drainage lines must be 2”x6” to meet IRC 2018 cutting and notching requirements. Weep holes in brickwork must be at least 1 course above finished floor elevation (FFE) and placed so as not to be covered or concealed by any landscaping that may be done. Roof Requirements: ************************ 26g Galvalume Metal Roofing Panels shall be installed according to the manufacturer recommended listed installation instructions for High Wind areas (130/160 mph ASTM E1592 Class 4 ) with #14 -10 x 1 1/2'' type A Hex Head w/separate 5/8 O.D. steel washer & bonded neoprene washer @ 3 ' - 0'' o.c. along the length & 4 same type fastners across the middle adjacent to the rib. Roof underlayment shall be installed per Manufacturer’s Installation Instructions but, shall not be fastened with staples. Roof decking shall be nailed in accordance with the engineered drawings but no greater than 4 inches OC both edge and field within the 4 foot roof edge zone and maximum 6 inches OC edge and field all other locations. Decking shall be fastened with minimum 8d full round head ring shank nails. Staples will not be permitted. Roof decking shall be “sealed”. All sheathing seams shall be taped with minimum 4 inch Peel and Stick tape meeting ASTM D1970, or spray polyurethane closed cell foam adhesive (meeting ASTM D1622) shall be applied over all joints between sheathing and along all intersections between roof sheathing and all roof framing members. Other equal or greater methods may be approved by the Building Official. All aluminum and vinyl Soffit covering shall be attached to minimum 7/16 OSB or plywood or minimum 2 X 2 wood supports equally spaced but not greater than 12 inches OC. if shown in plans as material of use. Energy Code: **************** Building cavities shall not be used as ducts or plenums. Programmable thermostat shall be used where the primary system is a forced-air furnace. All supply and return ducts not completely inside the building thermal envelope shall be insulated to a minimum of R-6. Mechanical system piping (Freon line) capable of carrying fluids above 105ºF or below 55ºF shall be insulated to a minimum of R-3. Piping insulation shall be protected from damage including environmental damage. A minimum of 75% of lamps in permanently installed lights shall be of high efficacy. All holes on interior and exterior wall top plates shall be sealed. All holes and spaces around plumbing pipes, electrical, and mechanical penetrating interior or exterior wall top plates shall be sealed. All wall windows must have a U factor of .40 and a SHGC of .25. Attic insulation must be a minimum of R-38. Wall insulation must be a minimum of R-13/15. Floor insulation must be a minimum of R-19/21. Plumbing Requirement: **************************** Open trenches that show all fittings and slope of sewer and other in ground piping are required during rough-in inspections prior to pouring of slabs. Topout inspections require that water be in all PVC piping to either the level of the washer/dryer box in single story houses, or at a height of 1’ above a sink drain line at the top floor of multiple story buildings. Use of in-line venting devices is not allowed in lieu of properly installed venting systems; any exception must be approved by the Building Department. Schedule 40 pipe is required for all sewer lines from the building to the sewer. Contractors cannot tie a sewer line directly into a manhole without first obtaining an inspection and permission from either the City Water and Sewer Department or the Building Department. In addition the tie in must be core drilled so as to limit the amount of debris introduced into the sewer line and both sides of the penetration must be grouted. Donut Rings” (rubber gaskets) cannot be used to connect the building sewer line to the main in lieu of properly sized PVC fittings and reducers. Septic tanks require a signed release from the Baldwin County Health Department. Sewer lines and water supply lines running from the road to the house MUST HAVE either 5’ of horizontal separation or 12” of vertical separation if they are in the same trench. All slip joint fittings must have an access panel for servicing. All Jacuzzi tubs must have an access panel large enough to reach and remove the motor. All installations of Grinder Pumps require the master plumber of record to complete and sign the “Grinder Pump Installation” Form and submit to the Building Department. Mechanical Requirements: ******************************** Water heaters (both electric and gas) if located in garages that are in the direct path of the garage door must be protected by enclosure, elevation, bollards, or some other reasonable measure to protect the unit from vehicle damage. Blocking placed underneath the HVAC condenser to elevate it in the auxiliary pan must be compatible to material in contact with and of decay resistant material (brick, plastic, etc). HVAC equipment must be provided with an auxiliary float switch in the pan or on the unit that will stop the unit in the case of blockage of the primary drain line. Any HVAC equipment with internal float switches installed must have manufacturer’s information available for review by the Building Inspector and must have a label stating the installation clearly visible. Attic mounted mechanical equipment (HVAC, water heaters, etc.) shall not be mounted more than 20’ from the attic access point, shall have a clear walkway at least 24” wide from the access to the equipment panel, and shall have a level working platform extending at least 30” from the edge of the equipment. Also see energy and electrical supplements. 1' - 5 " 8' - 1 " 1' - 1 " 8' - 1 " 8' - 9 " 6' - 0 " 27 ' - 3 " 16 ' - 8 " 10 ' - 7 " 19 ' - 1 0 " 12'-7" 6' - 3 " 4" 10 ' - 1 " 10 ' - 1 " 8' - 1 " 1' - 0 " 4"8" 9' - 9 " 80'' Hdr Hgt T.O.P. 10' 1 1/8'' T.O.P. 10' 1 1/8'' HARDIE B&B EXT VENEER HARDIE B&B EXT VENEER 3 PLY 1 7/8'' x 11.78'' LVL BEAM F.F.E. F.S.E. 8' -1'' CLG HGT @ BASEMENT BUILDER TO APPLY 1/2'' PLY WD OVER INSULATED FLOOR SYSTEM THROUGHOUT THE BASEMENT CEILING AREA STAIRS TO GRADE FROM GARAGE BUILDER TO POUR THIS SECTION w/ 4'' CONC SLAB FOR STORAGE AREA USE UNDER HSE. F.F.E. @ BASEMENT CMU BASE (8'') HEIGHT MAY VARY BASED ON SLOPE OF GRADE 96'' Hdr Hgt 96'' Hdr Hgt GABLE END OPEN 4X6 PT POST FRAMED END WALL UPRIGHTS IMPACT EGRESS 6'' CRAFTSMAN STYLE TRIM & LENTIL 6'' CRAFTSMAN STYLE TRIM & LENTIL 36'' S.S. CABLE RAILING 8/12 PITCH w/GALV. 26g 36'' METAL ROOFING PANELS OVER, 19/32'' APA RATED PLY WD ROOF SHEATHING, PEEL & STICK WEATHER RESILIANT MEMBRANE , OVER MIXED RF FRAMING - 2x6'' RAFTERS @ 16'' O.C. & 2X8'' CEILING JOIST @ 16'' O.C. TYP T.O - w/12" O.H. & 16'' O.H. A.F.E. BUILDER TO VENT ROOF 1/300MIN - ROOF SHALL BE NAILED PER IRC. 2018 REQ. 12 8 8x16'' CMU SUPPORT FOUNDATION WALL w/ 12'' x 24'' FTR. 12'' WD. COLUMN 12 8 12 8 12 8 STAIRS TO GRADE BY BUILDER 6'' CRAFTSMAN STYLE TRIM & LENTIL GABLE END COLAR TIE 4X6 GABLE END OPEN 4X6 PT POST FRAMED END WALL RAFTER & UPRIGHTS 8x16'' CMU SUPPORT FOUNDATION WALL w/ 12'' x 24'' FTR. IMPACT EGRESS IMPACT FIXEDIMPACT FIXED IMPACT EGRESS 96'' Hdr Hgt 96'' Hdr Hgt IMPACT EGRESSIMPACT EGRESS TAPER GRADE 10' - T.O.B. IMPACT EGRESS CLG HGT IN ATTIC AREA F.F.E. @ ATTIC AREA 16'' OPEN WEB FLR JOIST @ 16'' O.C. TYP. RIDGE LINE OF GABLE ROOF 4'' CONC. SLAB FOUNDATION @ REAR PATIO AREA w/ BRICK ROW LOC @ EDGE2x12'' FLR JOIST UNDER OFFICE & CLOSET AREA 4'' CONC SLAB FOUNDATION @ NEW CONST. FLOOR AREAS (SEE FOUNDATION PL.) 4'' CONC SLAB FOUNDATION @ NEW CONST. FLOOR AREAS (SEE FOUNDATION PL.) HE I G H T M A Y V A R Y BA S E D O N S L O P E OF G R A D E F.F.E.F.F.E. F.G.E. 9' - 1 " 2'-0"2'-0" 1' - 0 " 9' - 4 " 10 ' - 5 " 1' - 5 " 22 ' - 5 " 25 ' - 1 1 " 8' - 1 " 6' - 0 " 10 ' - 5 " 9' - 6 " 8' - 0 " 10 ' - 1 " 8' - 1 " 5' - 1 " 8' - 1 " 2' - 6 " 9' - 5 " 1' - 0 " 1' - 5 " 5' - 1 " 3' - 0 " 16'-4" 12'-4" 0" 1' - 0 " 8' - 1 " 12'' WD COL 1x6 T&G CLG FIN 3 PLY 1.78x 11.78 LVL BEAM STEPS TO GRADE BY BUILDER 3 PLY 1.78x 11.78 LVL BEAM 1' STEP UP TO 9 FT CENTER F.F.E. MAIN HSE-4'' @ PORCH F.F.E. @ ATTIC K.W. HGT @ EXTERIOR CLG HGT IN ATTIC RM T.O.B. T.O. COL. 36''x96'' ARCH OPEN TO HALL UNDER STAIRS F.F.E. @ ATTIC BRICK TRIM IMPACT EGRESS 3 PLY 1.78 x 11.78 LVL BEAM @ SIDE 2X6'' RAFTERS @ 16'' O.C.TYP ROOF FRAMING 2X6'' or 8'' RAFTERS @ 16'' O.C.TYP ROOF FRAMING 2x6'' & 8'' ceiling joist where shown 2x6'' & 8'' ceiling joist where shown 2X8'' roof rafters @ 16'' o.c. typ thru open gable 4X6 pt post supports EXISTING FOUNDATION AREA - NOT TO BE DISTURBED 4'' STEP DN TO PATIO 12'' WD COL 2x8'' EXISTING FLR JOIST 80'' HGT SNACK BAR EGRESS WINDOW EGRESS WINDOW DR ACCESS TO MECHANICAL AREAS STORAGE UNDER STAIRS EXT WALL OF MAIN HSE EXISTING MAIN EXT. END WALL EXISTING MAIN EXT. END WALL NEW SUP. FD WALL @ PORCH #1 BUILDER TO STRAP ALL EXISTING BEAMS TO PIER SUPPORTS #2 BUILDER TO STRAP OR USE SP1 CON. @ ALL EXISTING BOTTOM PLATES TO NEW STUD FRAMING #3 BUILDER TO VERIFY ALL HEIGHTS TO FINISH GRADE BASED FROM SURVEY T.B.M. #4 ADJUST BLOCK STEM WALL HEIGHTS TO ALLOW FOR SLOPPED GRADE @ FOOTINGS @ SIDES & REAR SLOPES OF GRADE 16'' OPEN WEB FLR JOIST @ 16'' O.C. TYP.16'' OPEN WEB FLR JOIST @ 16'' O.C. TYP. 2X4 NEW FRAMED WALL SECTION IN AREAS UNDER ROOF w/ R15 INSULATION & 1/2'' GYP BD. TV ELEC FIREPLACE INSERT PKT DR TO EXERCISE RM CLG HGT IN AREA UNDER ROOF 96'' Hdr Hgt 4'' CONC SLAB THIS AREA 4'' CONC SLAB THIS AREA 8x16'' CMU SUPPORT FOUNDATION WALL w/ 12'' x 24'' FTR.- BACK FILL AREA - COMPACT TO MIN 2500 PSF 8x16'' CMU SUPPORT FOUNDATION WALL w/ 12'' x 24'' FTR.-- BACK FILL AREA - COMPACT TO MIN 2500 PSF END WALL OF EXISTING STRUCTURE SUPPORT WALL OF NEW STRUCTURE EXISTING STRUCTURE NEW CONSTRUCTION 2X6'' or 8'' RAFTERS @ 16'' O.C.TYP ROOF FRAMING PRINT DATES FINAL PRINT - 12/09/25 DESIGN DRAWN BY Kirk A. ThomasKirk A. ThomasKirk A. ThomasKirk A. Thomas To t h e b e s t o f m y k n o w l e d g e t h e s e p l a n s a r e d r a w n t o c o m p l y w i t h t h e c o d e r e q u i r e m e n t s f o r th e i r i n t e n d e d u s e b y o w n e r ' s a n d / o r b u i l d e r ' s s p e c if i c a t i o n s , a n y c h a n g e s m a d e o n o r t o t h e m af t e r p r i n t s a r e s e a l e d w i l l b e d o n e a t t h e o w n e r ' s a n d / o r b u i l d e r ' s e x p e n c e a n d r e s p o n s i b i l i t y . Th e c o n t r a c t o r s h a l l v e r i f y a l l d i m e n s i o n s a n d e n c l os e d d e t a i l d r a w i n g s . R e f e r I n s t a l l a t i o n o f a l l ma t e r i a l s t o m a n u f a c t u r e s a n d c o d e r e q u i r m e n t s f o r ea c h i t e m s a t t a c h m e n t t o t h e s t r u c t u r e re q u a r d l e s s o f d e t a i l s h o w n . D e t a i l s a r e n o t s p e c i fi c t o s t r u c t u r e d r a w n , d e t a i l s a r e d r a w n a s pe r s p e c t i v e c u t a w a y v i e w s a n d i n n o w a y s h o w m a t e r i al i t e m s a s f i n i s h e d i n s t a l l e d re p r e s e n t a t i o n . k . a . t . D e s i g n s I n c . i s n o t l i a b l e f or e r r o r s b a s e d u p o n p e r s o n a l i n t e r p r e t a t i o n of a n y d e t a i l , t e x t i t e m , o r s y m b o l u s e d i n t h e c r e at i o n o f t h e s e d o c u m e n t s . W h i l e e v e r y e f f o r t ha s b e e n m a d e i n t h e p r e p a r a t i o n o f t h i s p l a n t o a v oi d m i s t a k e s , t h e m a k e r c a n n o t g u a r a n t e e ag a i n s t h u m a n e r r o r . T h e L i c . C o n t r a c t o r / O w n e r s o f th e p r o j e c t m u s t c h e c k a l l d i m e n s i o n s a n d de t a i l s p r i o r t o c o n s t r u c t i o n a n d b e s o l e l y r e s p o n s ib l e u p o n i s s u e d p e r m i t . A l l i n f o r m a t i o n co n t a i n e d w i t h i n t h e s e p l a n s i s s u b j e c t t o c h a n g e b as e o n c o d e r e q u i r e m e n t s a n d p e r m i t t i n g ju r i s d i c t i o n I n t e r p r e t a t i o n . Page #Page #Page #Page # PL A N S C A L E : BA S E @ 1 / 4 " = 1 ' - 0 ' ' U. O . N . S C A L E M A Y V A R Y P E R P L A N OR P E R D E T A I L ( N O T S P E C I F I C ) Building Code: IRC2018 Design Wind Speed: 130 mph ASD - ASCE 7-10 Design Wind Speed: 160 MPH Ultimate - ASCE 7-16 Req. Glazing & Door Design Pressures (DP's) 50 psf All Doors and Glazing Installed shall be Impact Rated Flood Zone: FIRM - X Finish Floor Elevation: Min. 36'' A.CL.RW. Mean Roof Height: A 1.5A 1.5A 1.5A 1.5 I, L a r r y M . O l i v e r , P . E . , L i c e n s e N o . 1 2 6 7 8 Ce r t i f y t h a t t h e s t r u c t u r a l p o r t i o n s o f t h i s se t o f c o n s t r u c t i o n d o c u m e n t s h a v e b e e n re v i e w e d u n d e r m y r e s p o n s i b l e c h a r g e , de s i n a t e d b y d e s i g n , t o c o m p l y w i t h t h e en g i n e e r i n g r e q u i r e m e n t s o f t h e In t e r n a t i o n a l R e s i d e n t i a l B u i l d i n g C o d e , 20 1 8 L a t e s t E d i t i o n @ 1 3 0 / 1 6 0 - m p h 3 se c g u s t w i n d l o a d r a t i n g . La r r y M . O l i v e r E n t e r p r i s e s I n c . 72 2 8 O a k b r i a r D r i v e S o u t h Mo b i l e , A L . 3 6 6 1 9 PE R M I T J U R I S D I C T I O N : CI T Y O F F A I R H O P E B. F . E . : 1 2 ' ' A . C L . R W FL O O D Z O N E : " X " CO N T R A C T O R : S T E V E J O N E S C O N T R A C T O R PR O J E C T : R E M O D E L S I N G L E F A M I L Y R E S . CL I E N T : L U C I N D A & C H I P C H A P P E L L E LO C A T I O N : F A I R H O P E , A L . PH Y S I C A L A D D R E S S : 2 1 0 G A Y F E R C T . Base Slab Elev: 24''' A.F.G. (Varies) FINAL REVIEW - 12/04/25 PRELIM. REVIEW -09/16/25 PRELIM. REVIEW - 11/04/25 PRELIM. REVIEW - 10/07/25 PRELIM. REVIEW -09/17/25 c 2 0 2 5 C O P Y R I G H T B Y K . A . T . D e s i g n s I n c . T h e s e d r a w i ng s a r e N O T T O B E re p r o d u c e d o r c o p i e d i n a n y f o r m w h a t s o e v e r w i t h o u t t h e w r i t t e n pe r m i s s i o n o f K . A . T . D e s i g n s I n c . - A N Y D U P L I C A T I O N I S P R O H I B I T E D A N D PU N I S H A B L E U N D E R F E D E R A L L A W . T h e p u r c h a s e r h a s t h e ri g h t t o O N E US E f o r p e r m i t t i n g p u r p o s e s , a n y f u t u r e u s e o f t h e pl a n , i d e a s , e l e v a t i o n s , co n t e n t s , o r c h a n g e s t o d e s i g n a r e t h e p r o p e r t y o f K . A . T . D e s i g n s I n c . AN D M U S T B E A U T H O R I Z E D B Y K . A . T . D e s i g n s I n c . A N Y U NA T H O R I Z E D U S E WI L L B E P U N I S H A B L E U N D E R F E D E R A L C O P Y R I G H T L A W S . CO N T . E X T E R I O R R E A R - S O U T H E R N EL E V A T I O N w / C U T T H R U V I E W & EX T E R I O R N O T E S A N D D E T A I L S REAR / SOUTHERN ELEVATION - SCALE 1/4'' = 1'-0'' SECTION CUT THRU CENTER FACING TO EASTERN ELEVATION - SCALE 1/4'' = 1'-0'' CT A 1.5 WL A-1 WL A-1 WL A-1 WL B-1 WL A-1 WL A-1 Page 24 of 63 {MSTA} 18'' or Eq. 3 PLY 1 7/8'' x 11.78'' LVL BEAM PORCH HEADER BEAM CON. TO POST PC 1 WINDOW INSTALLATION RESPONSIBILITY - 2018 IRC SECTIONS - 308 - 310 - 311 TO INCLUDE SUB SEC. =================================================== IT IS THE RESPONSIBILITY OF THE BUILDER/OWNER TO VERIFY THAT ALL DOOR & WINDOW GLASS AREAS COMPLY TO SECTION R-308.4 OF THE IRC 2018 GLAZING CODE RESTRICTIONS ARTICLES 1-9 INCLUDING THE EXCEPTIONS NOTES. ALL WINDOW PROTECTION MUST COMPLY WITH IRC SECTION R301.2.1.2 COMPONENTS AND CLADDING PRESSURE ZONES TO INCLUDE THE EXCEPTION NOTES & TABLES REFERENCED THEREIN. BUILDER/OWNER MUST FURNISH WINDOW DATA TO BUILDING DEPT. TO VERIFY COMPLIANCE WITHIN IRC 2018 WINDOW GUIDLINES. ALL WINDOWS MUST MEET MIN DPI 50 RATING, IMPACT RATED WINDOWS SHALL BE INSTALLED IN THIS RESIDENCE MEETING THE 130/160 mph REQ OR PER LOCAL CODE ORD. ALL WINDOWS SHALL BE IMPACT RATED OR BUILDER MUST PROVIDE PROTECTIVE COVERING WITHIN CODE REQ. OPTION: ( OPPERABLE APPROVED HURRICANE TYPE PROTECTION SECURED TO STRUCTURE, ROLL DOWN SHUTTERS or 3M KEVLAR SCREEN MAY BE USED INSTEAD OF IMPACT RATED WINDOWS. INFORMATION MUST BE PROVIDED BY BUILDER DURING CONST. OR UPON INSPECTION ) NOTE: Windows shown, may be impact rated, and must provide 5.7 SF clear opening in sleeping rooms. All sleeping room Windows per Schedules are sized @ MIN. 3/0-6/0 provides a min. opening of the bottom sash @ 8.25 sf. All others are to provide an egress of a min. 36'' x 80'' door or larger exiting to the outside of the Ext. All windows within 2'-0'' of a door must be Tempered completely.Window Fall Protection: Window openings control devices meeting ASTM2090 must be installed on all Windows that have an opening less than 24in fron the finish floor and the opening is 72in above the exterior grade. (R312.2) D27-9070D01-9070 D2 1 - 2 6 8 0 W0 9 - 3 0 6 0 S C W0 2 - 2 0 4 4 F X W0 2 - 2 0 4 4 F X W0 6 - 2 8 6 0 S C W0 5 - 2 8 6 0 F X 34 8 0 C S O P D08-3080 D18-2680 D0 7 - 3 0 8 0 D13-3080 W1 2 - 5 0 5 0 F X W0 4 - 2 6 2 6 F X D1 2 - 3 0 8 0 D20-2680 D03-6080 D26-2080 D2 4 - 2 4 8 0 D2 9 - 3 0 8 0 D38-2080 D17-2680 W11-3968 D25-2470 D32-5080 D3 7 - 3 0 8 0 D22-2668 30 8 0 A R C H O P D36-2680 D27-9070 W0 1 - 2 0 4 0 D H W1 1 - 4 0 4 0 F X W0 1 - 2 0 4 0 D H W14-3950FX W13-3918FX 30 8 0 A R C H O P W08-2870FX W08-2870FX D02-6080 W08-2870FX W08-2870FX D09-3080 W14-3950FX W13-3918FX W0 3 - 2 6 2 0 F X D34-2880 D15-2880 D33-3080 W07-2870DH W07-2870DH W07-2870DH W07-2870DH D35-2880D19-2680 D1 6 - 2 8 8 0 D0 6 - 3 0 8 0 D1 0 - 3 0 8 0 D30-3080 D31-2880 D2 8 - 2 6 8 0 42'' x 96'' C.O. D05-4080 D04-5080 D1 4 - 3 0 8 0 42'' x 96'' C.O.D23-2668 D1 1 - 3 0 8 0 W07-2870DH W07-2870DH W07-2870DH W07-2870DH W10-3070DH W10-3070DH D/W D/W REF. UP DN NEW SINGLE CAR GARAGE 12' CEILINGEXISTING 2 CAR GARAGE EXISTING SECONDARY MASTER HER CLOSET EXISTING BEDROOM #3 EXT. GUEST BATH #3 EXISTING CLOSET ac (low) CLOSET wc EXT. BATH #2 HALL shwr D.N.D. HALL NEW MASTER BATH COVERED PATIO AREA 10' BASE PLT w/ VAULTED CEILING OPEN TO ABOVE WI CLOSET BATH #4 bu l k p a n t r y WORKOUT ROOM 10' CLG. WC WI C L O S E T SHWR FAMILY/ GREATROOM POOL SHWR LAUNDRY NEW OFFICE HALL POOL BATH MASTER HALL HIS CLOSET W.C. ENTRY NEW MASTER SUITE COVERED PORCH OFFICE SUPPLY CLOSETSAFE LOC EXISTING DINING /ENTRY AREA NEW 10' CLG HGT 31'-1" 29'-3" 17 ' - 5 " 1' - 0 " 4' - 0 " 1'-4"1'-2" 4' - 0 " 9'-0" 3' - 0 " 4'-2"4'-1"2'-9" 3' - 1 0 " 7'-1"5'-8" 7'-1" 2' - 7 " 16'-11"3'-6" 4' - 2 " 8' - 5 " 12 ' - 4 " 7" 2'-0" 7" 3' - 1 " 2'-3" 14'-0"22'-11"24'-2"12'-7" 73'-8" 4'-7" 4' - 0 " 21 ' - 5 " 5' - 3 " 7' - 2 " 10 ' - 9 " 2' - 1 1 " 13 ' - 3 " 64 ' - 9 " 15 ' - 1 1 " 5' - 5 " 78'-3" 30'-7" 16 ' - 2 " 5' - 1 0 " 4' - 7 " 14 ' - 5 " 5' - 3 " 5' - 4 " 5' - 6 " 2' - 7 " 12 ' - 1 0 " 82 ' - 1 " 5' - 5 " 4' - 0 " 4' - 2 " 18'-3" 18'-9" 1'-0"9'-0"1'-0"9'-1"1'-0"9'-0"1'-0" 1' - 0 " 7' - 6 " 1' - 0 " 7' - 1 0 " 17 ' - 4 " 1' - 0 " 3' - 0 " 12 ' - 2 " 3'-5"2'-8"5"2'-8"5"2'-8"5"2'-8"3'-5" 4'-2"4'-7"3'-0"2'-9"8"2'-8"11" 6" 2' - 8 " 2' - 8 " 4' - 0 " 1' - 1 0 " 18'-9" 2'-0"2'-0" 3'-7"5'-4"1'-5" 10'-4"4'-3" 3'-2"5'-4"3'-4"2'-1" 4' - 4 " 5'-5" 4'-7"3'-2" 4'-2"1'-9"1'-10"1'-9"3'-7" 13'-11" 20'-3" 23 ' - 0 " 10"2'-8"5"2'-8"6"6'-0"6"2'-8"5"2'-8"5" 8' - 7 " 6' - 2 " 8' - 1 " 18'-0"2'-0"10'-7" 16'-11"12'-0" 2'-6"1'-7"3'-0"5"3'-4" 7'-4" 5'-4"5'-3" 2'-11"2'-8"5"2'-8"5"2'-8"5"2'-8"2'-5"2'-10"3'-1"3'-0"3'-1" 2' - 3 " 11 ' - 0 " 2' - 1 1 " 10'-6"3'-6"2'-11" 5' - 9 " 12 ' - 9 " 4' - 5 " 4' - 3 " 5' - 6 " 6' - 5 " 6' - 4 " 4' - 5 " 8" 3' - 0 " 9" 3'-10"3'-0"3'-9"3'-0"4'-0"3'-0"6"3'-6"6" 10'-7"3'-11"4'-5"2'-6"3'-0"8" 7"2'-6"7"8'-4" 1' - 8 " 3' - 0 " 1' - 8 " 4' - 5 " 1' - 9 " 6' - 1 0 " 8' - 7 " 10'-10" 3' - 6 " 5' - 2 " 10'-10"3'-0"2'-8" 3' - 5 " 5' - 2 " 3' - 1 0 " 3'-6" 6"2'-6"6" 2' - 3 " 1'-0"3'-0"13'-5"6'-7"2'-8" 2' - 2 " 3' - 0 " 16 ' - 3 " 4' - 0 " 8' - 7 " 2'-2" 4'-0"2'-2"14'-5" 12 ' - 5 " 8'-4" 8" 2'-6 " 7" 4'-5" 12'-10" 14'-5" 6'-0"4'-4" 4' - 7 " 6" 3' - 0 " 2' - 2 " 8' - 5 " 3'-6" 10'-4" 10"6'-0"7"2'-11"7"2'-6"5" 1' - 2 " 2' - 8 " 6' - 2 " 2' - 8 " 3' - 8 " 2' - 0 " 9' - 8 " 2' - 0 " 4' - 6 " 3' - 0 " 8' - 5 " 5'-5"3'-9"4'-10" 6' - 2 " 7'-3"10"6'-6"10"7'-6" 1' - 8 " 1' - 6 " 5' - 0 " 7' - 1 " 5'-6"9'-0"4'-1" 15 ' - 8 " 4'-0" 3' - 0 " 16'-8" 3'-5" 9' - 1 1 " 25 ' - 5 " 26'-6" 5' - 0 " 4'-0" 82 ' - 1 " 2'-0"9'-0"2'-2"9'-0"2'-0" 1'-7"9'-0"1'-7" 11 " 3' - 0 " 17 ' - 6 " 2' - 1 0 " 2' - 0 " 4' - 0 " 2' - 0 " 17 ' - 6 " 5' - 0 " 2' - 1 " 2' - 6 " 1' - 5 " 13 ' - 3 " 6' - 4 " 6"3'-6"6" 3'-8"1'-6"5'-0"1'-10" 3'-1"3'-9"2'-0"5'-0"2'-0"3'-9"3'-4" 28'-11" 36 ' ' H I D D E N CA B AC C E S S BUTLERS PANTRYOPEN EXPOSED WALL AREA LIN CL 66 ' ' V A N I T Y SH W R SE A T 36 ' ' TA L L CA B 36 ' ' TA L L CA B FO L D I N G C O U N T E R HA N G I N G CL O T H E S A R E A UP P E R & LO W E R C A B S UP P E R C A B S UP P E R C A B S 30'' x 60'' ISLAND DRESSER W/ ELEC 30'' TALL CAB 12'' UPPER SHELVING W D 4'' STEP DN 20'' EXTENDED BAR TOP w/ SUPPORTS 10' CLG. 10 ' C L G . 10' CLG. 10' CLG. 10' CLG. 10' CLG. 10' CLG. 10' CLG. 10' CLG. 10' CLG. 10' CLG. 10 ' B A S E W A L L H G T 10 ' B A S E W A L L H G T new 2 ply 1.78'' x 11.78'' LVL header beam installed in ceiling @ wall transition dbl wall ovens LOCKED DOOR w/ DEADBOLT 12'' FIN COL w/ 10'' INTERIOR PT POST CORE w/ HARDIE WRAP EXT 42'' METAL FIN AWNING w/ 4'' X4 PT RANCH CORBEL SUPPORT ZERO ENTRY @ SHOWER 10' CLG. 10' CLG. 10' CLG. 10' CLG. 10' CLG. 10' CLG. NEW CLG HGT 10' 10' CLG. 10' CLG. 10' CLG. 24 ' ' S I N K MI C R O BAR SINK DRs SLIDE BACK IN SIDES OF CAB STATIONARY STAIR BY LIFT UP INC. SEE BUILDER FOR SPECS 60 ' ' F R I G / F R E E Z E R BU I L T I N COFFEE BAR IC E M K R 36 ' ' G A S C T . MI R R O R 45X57 ORIG drop zone bench seat LOCKED DOOR w/ DEADBOLT temp gls 27 ' ' TA L L LI N C A B EN T R Y U N D E R ST A I R S STORAGE AREA w/ ACCESS UNDER STAIRS TI L E S H O W E R S E A T 30'' VAN 48'' SINK BASE 72'' X 36'' FREE STANDING TUB 45 ' ' M K U P VA N I T Y t r a s h dr a w e r t r a s h dr a w e r LANDING 8'-0'' 'VANITY 24'' DRW STK MICRO UPPER WINE CAB 12'' EXTENDED BAR TOP PLUG FOR ELEC CAR re l o c a t e d ga s m e t e r re l o c a t e d El e c m e t e r stairs to grade by builder 16'' SHELVING w/ ROD 16 ' ' S H E L V I N G w/ R O D 16 ' ' S H E L V I N G w/ R O D 16'' LOWER SHELVING w/ HANGING ROD 16 ' ' L O W E R S H E L V I N G w/ H A N G I N G R O D 12 ' ' U P P E R S H E L V I N G 12'' UPPER SHELVING 16'' LOWER SHELVING w/ HANGING ROD LO W E R - O P E N FO R L D R Y B S K T 27 ' ' TA L L LI N C A B 24'' DRW STK 24'' DRW STK 48'' SINK BASE 8'-0'' 'VANITY 24'' DRW STK SPRAYER DUEL SHWR HEADS SLAB RAISED TO MEET EXISTING GARAGE FLOOR LEVEL LESS 4'' DROP DN. (NO STEPS) EL E C / G A S VE N T L E S S F P 48 ' ' B U I L T I N 48 ' ' B U I L T I N OUT TO OUT OF FRAMING FRAMING OUT TO OUT OF RAIL OUT TO OUT OF FRAMING OUT TO OUT OF FRAMING AIR COMPRESSOR 12'' TIMBER POST COL w/ABU1212Z ANCHOR TO SLAB TYP. T.O. 3 PLY 1.78'' x 11.78'' LVL HEADER BEAM 3 P L Y 1 . 7 8 ' ' x 1 1 . 7 8 ' ' L V L HE A D E R B E A M 2 PLY 1.78'' x 11.78'' LVL HEADER BEAM 10' 5'' T.O.B. 10' 5'' T.O.B. 10' 5'' T.O.B. SH E L V I N G w / R O D EXTERIOR WALL OF EXISTING HOUSE EXISTING 2x WALL @ 8' PLT HGT w/ 2' K.W. BUILT ATOP USE TIMBER SCREWS @ EVERY 24'' O.C. TOP PLT TO NEW K.W. BOTTOM PLATE CON. APPLY EXT SHEAR WALL SHEATHING PLATE TO PLATE EXISTING 2x WALL @ 8' PLT HGT w/ 2' K.W. BUILT ATOP USE TIMBER SCREWS @ EVERY 24'' O.C. TOP PLT TO NEW K.W. BOTTOM PLATE CON. APPLY EXT SHEAR WALL SHEATHING PLATE TO PLATE NEW CLG HGT 10' ALL EXISTING INTERIOR WALLS SHALL HAVE A NEW K.W. @ 24'' HGT FRAMED ATOP & CONNECTED @ PLATES w/ TIMBER SCREWS EVERY 24'' O.C. TYP T.O. NEW CLG HGT 12' ALL NEW CONST. EXT/ INTERIOR WALLS SHALL BE 2X6'' @ 10' 1 1/8'' T.O.P. TYP T.O. TALL CAB HALL 2x WALL SUR FRAMED IN REFRIG. SIDES 16 ' ' S H E L V I N G 16'' SHELVING EXISTING LIVING RM temp gls RAIN HD 2x6 WALL 2x6 WALL 2x 6 WA L L HIDDEN DR 2x6 WAL L 2x6 WALL 2x 6 WA L L 2x6 WALL 2x6WALL 2x6 WAL L 2x4 EXISTING WL 2x4 EXI S T I NG W L 2x4 EXISTING WL 2x4 EXISTING WL 2x 4 @ 4 0 ' ' H G T EX I S T I N G W L 2x4 EXISTING WL STEPS TO GRADE BY BUILDER STAIRS REMOVED FOR CLARITY TUB D.N.D. BATH FIXTURES TO REMAIN AS IS BATH FIXTURES TO REMAIN AS IS 16 ' ' d U P P E R C A B S HO O D V T R 36''d BASE CAB 2x 4 EX I S T I N G W L KEEP MIN 6'' AWAY FROM WALL EDGE LA N D I N G EXISTING BASE SUP. 8'' CMU SOLID BLK WALL MATCH EXT WL HGT w/ EXISTING EXT. WL PLUS THE 2 FT K.W. CUSTOM DR BY OWNERS CUSTOM DR BY OWNERSCUSTOM DR BY OWNERS 2x6 WALL 4'' STEP DN TRANSOM ABOVE TRANSOM ABOVE PC 1/2 PC 1/2 PC 1/2 PC 1/2 PC 1/2 PC 1/2 CT A1.8 CT A1.5 CT A1.5 FU L L W A L L EXPOSED RAILING FRAMING OUT TO PORCH EDGE FIRST FLOOR INTERIOR & EXTERIOR IMPACT RATED DOOR SCHEDULE NUMBER QTY FLOOR SIZE DIMENSIONS DESCRIPTION D01 1 1 9070 108X84" GARAGE DR - BY OWNER D02 1 1 6080 L/R EX 36X96X1 3/4" L/R EX FRENCH DR GLASS IMPACT D03 1 1 6080 IN 72X96" IN CLOSET - POCKET PANEL DOOR D04 1 1 5080 L/R EX 30X96X1 3/4" L/R EX FRONT DR. - CRAFTSMAN ENTRY DOOR D05 1 1 4080 DBL 24X96X1 3/8" DBL HIS CLOSET - DBL POCKET PANEL DOOR D06 1 1 3080 R IN 36X96X1 3/8" R IN PANEL DOOR D07 1 1 3080 R EX 36X96X1 3/4" R EX GARAGE EXIT DR - PANEL TYPE D08 1 1 3080 R EX 36X96X1 3/4" R EX HSE TO GARAGE ENTRY PANEL DOOR D09 1 1 3080 R EX 36X96X1 3/4" R EX POOL BATH - CRAFTSMAN ENTRY DR IMPACT D10 1 1 3080 L IN 36X96X1 3/8" L IN OFFICE ENTRY - PANEL DOOR D11 1 1 3080 L EX 36X96X1 3/4" L EX EXERCISE EXIT DR - IMPACT GLS D12 1 1 3080 L EX 36X96X1 3/4" L EX S.C.GARAGE - CRAFTSMAN EXIT DOOR D13 1 1 3080 36X96X1 3/8" MASTER BATH ENTRY POCKET-PANEL D14 1 1 3080 36X96X1 3/8" HER CLOSET - POCKET PANEL DOOR D15 1 1 2880 R IN 32X96X1 3/8" R IN EXERCISE RM - ENTRY PANEL DOOR D16 1 1 2880 L IN 32X96X1 3/8" L IN EXERCISE CLOSET - PANEL DOOR D17 1 1 2680 R IN 30X96X1 3/8" R IN SEC MASTER ENTRY - PANEL DOOR D18 1 1 2680 R IN 30 1/16X96X1 3/8" R IN MASTER W.C - PANEL DOOR D19 1 1 2680 L IN 30X96X1 3/8" L IN EXERCISRE SHOWER - TEMP GLS D20 1 1 2680 L IN 30X96X1 3/8" L IN EXISTING BED RM - ENTRY PANEL DOOR D21 1 1 2680 30X96X1 3/8" BULK PANTRY - POCKET PANEL DOOR D22 1 1 2668 L IN 30X80X1 3/8" L IN PANEL DOOR - UNDER STAIRS D23 1 1 2668 30X80X1 3/8" SAFE RNM - POCKET PANEL DOOR D24 1 1 2480 L IN 28X96X1 3/8" L IN EXISTING BATH #3 - ENTRY PANEL DR D25 1 1 2470 R IN 28X84X1 3/8" R IN EXISTING SHOWER DR - TEMP GLS D26 1 1 2080 R IN 24X96X1 3/8" R IN BATH #3 LINEN CL - PANEL DOOR D27 2 1 9070 108X84" GARAGE DR BY OWNERS D28 1 1 2680 L IN 30X96X1 3/8" L IN POOL SHOWER - TEMP GLS SHOWER DR D29 1 1 3080 36X96X1 3/8" EXISTING BATH #2 POCKET PANEL DOOR D30 1 1 3080 R IN 36X96X1 3/8" R IN LAUNDRY RM - PANEL DOOR D31 1 1 2880 L IN 32X96X1 3/8" L IN LAUNDRY RM - PANEL DOOR D32 1 1 5080 L/R IN 30X96X1 3/8" L/R IN OFFICE CLOSET - DBL. PANEL DR D33 1 1 3080 36X96X1 3/8" EXERCISE RM - POCKET PANEL DOOR D34 1 1 2880 L IN 32X96X1 3/8" L IN SEC. MASTER CLOSET - PANEL DOOR D35 1 1 2880 L IN 32X96X1 3/8" L IN EXERCISE RM WC - PANEL DR D36 1 1 2680 L IN 30X96X1 3/8" L IN LINEN CL - PANEL DOOR D37 1 1 3080 36X96X1 3/8" LR - HALL - PRIVACY POCKET PANEL DOOR D38 1 1 2080 R IN 24X96X1 3/8" R IN EXISTING BATH #2 - WC PANEL DOOR FIRST FLOOR IMPACT RATED GLASS WINDOW SCHEDULE NUMBER QTY FLOOR SIZE DIMENSIONS DESCRIPTION W01 2 1 2040DH 24"X48"DH DOUBLE HUNG W02 2 1 2044FX 24"X52"FX FIXED GLASS W03 1 1 2620FX 30"X24"FX FIXED GLASS W04 1 1 2626FX 30"X30"FX FIXED GLASS W05 1 1 2860FX 32"X72"FX FIXED GLASS W06 1 1 2860SC 32"X72"SC SNGL CASEMENT-HR W07 8 1 2870DH 32"X84"DH DOUBLE HUNG W08 4 1 2870FX 32"X84"FX FIXED GLASS W09 1 1 3060SC 36"X72"SC SNGL CASEMENT-HR W10 2 1 3070DH 36"X84"DH DOUBLE HUNG W11 1 1 4040FX 48"X48"FX FIXED GLASS W12 1 1 5050FX 60"X60"FX FIXED GLASS W13 2 1 3918FX 45"X20"FX FIXED GLASS - TRANSOM W14 2 1 3950FX 45"X60"FX FIXED GLASS POST TO BEAM & BASE ANCHOR CONNECTION PC 2 10'' & 12'' timber post see plans 2 & 3 ply 2" x 12" #2 Pt. Header or 2 - 3 ply 1.75'' x 11.78'' LVL Header (see plans for additional Header types) ABU1010z & ABU1212z POST BASE ANCHOR5/8" X 10" ANCHOR BOLT IN SLAB Notch Post & thru bolt @ corners 2 @ SIMPSON MSTA24 ea side Notch Post & thru bolt @ mid. post brick around postbase (not shown) 2 @ SIMPSON MSTA18 ea side PRINT DATES FINAL PRINT - 12/09/25 DESIGN DRAWN BY Kirk A. ThomasKirk A. ThomasKirk A. ThomasKirk A. Thomas To t h e b e s t o f m y k n o w l e d g e t h e s e p l a n s a r e d r a w n t o c o m p l y w i t h t h e c o d e r e q u i r e m e n t s f o r th e i r i n t e n d e d u s e b y o w n e r ' s a n d / o r b u i l d e r ' s s p e c if i c a t i o n s , a n y c h a n g e s m a d e o n o r t o t h e m af t e r p r i n t s a r e s e a l e d w i l l b e d o n e a t t h e o w n e r ' s a n d / o r b u i l d e r ' s e x p e n c e a n d r e s p o n s i b i l i t y . Th e c o n t r a c t o r s h a l l v e r i f y a l l d i m e n s i o n s a n d e n c l os e d d e t a i l d r a w i n g s . R e f e r I n s t a l l a t i o n o f a l l ma t e r i a l s t o m a n u f a c t u r e s a n d c o d e r e q u i r m e n t s f o r ea c h i t e m s a t t a c h m e n t t o t h e s t r u c t u r e re q u a r d l e s s o f d e t a i l s h o w n . D e t a i l s a r e n o t s p e c i fi c t o s t r u c t u r e d r a w n , d e t a i l s a r e d r a w n a s pe r s p e c t i v e c u t a w a y v i e w s a n d i n n o w a y s h o w m a t e r i al i t e m s a s f i n i s h e d i n s t a l l e d re p r e s e n t a t i o n . k . a . t . D e s i g n s I n c . i s n o t l i a b l e f or e r r o r s b a s e d u p o n p e r s o n a l i n t e r p r e t a t i o n of a n y d e t a i l , t e x t i t e m , o r s y m b o l u s e d i n t h e c r e at i o n o f t h e s e d o c u m e n t s . W h i l e e v e r y e f f o r t ha s b e e n m a d e i n t h e p r e p a r a t i o n o f t h i s p l a n t o a v oi d m i s t a k e s , t h e m a k e r c a n n o t g u a r a n t e e ag a i n s t h u m a n e r r o r . T h e L i c . C o n t r a c t o r / O w n e r s o f th e p r o j e c t m u s t c h e c k a l l d i m e n s i o n s a n d de t a i l s p r i o r t o c o n s t r u c t i o n a n d b e s o l e l y r e s p o n s ib l e u p o n i s s u e d p e r m i t . A l l i n f o r m a t i o n co n t a i n e d w i t h i n t h e s e p l a n s i s s u b j e c t t o c h a n g e b as e o n c o d e r e q u i r e m e n t s a n d p e r m i t t i n g ju r i s d i c t i o n I n t e r p r e t a t i o n . Page #Page #Page #Page # PL A N S C A L E : BA S E @ 1 / 4 " = 1 ' - 0 ' ' U. O . N . S C A L E M A Y V A R Y P E R P L A N OR P E R D E T A I L ( N O T S P E C I F I C ) Building Code: IRC2018 Design Wind Speed: 130 mph ASD - ASCE 7-10 Design Wind Speed: 160 MPH Ultimate - ASCE 7-16 Req. Glazing & Door Design Pressures (DP's) 50 psf All Doors and Glazing Installed shall be Impact Rated Flood Zone: FIRM - X Finish Floor Elevation: Min. 36'' A.CL.RW. Mean Roof Height: A 1.6A 1.6A 1.6A 1.6 I, L a r r y M . O l i v e r , P . E . , L i c e n s e N o . 1 2 6 7 8 Ce r t i f y t h a t t h e s t r u c t u r a l p o r t i o n s o f t h i s se t o f c o n s t r u c t i o n d o c u m e n t s h a v e b e e n re v i e w e d u n d e r m y r e s p o n s i b l e c h a r g e , de s i n a t e d b y d e s i g n , t o c o m p l y w i t h t h e en g i n e e r i n g r e q u i r e m e n t s o f t h e In t e r n a t i o n a l R e s i d e n t i a l B u i l d i n g C o d e , 20 1 8 L a t e s t E d i t i o n @ 1 3 0 / 1 6 0 - m p h 3 se c g u s t w i n d l o a d r a t i n g . La r r y M . O l i v e r E n t e r p r i s e s I n c . 72 2 8 O a k b r i a r D r i v e S o u t h Mo b i l e , A L . 3 6 6 1 9 PE R M I T J U R I S D I C T I O N : CI T Y O F F A I R H O P E B. F . E . : 1 2 ' ' A . C L . R W FL O O D Z O N E : " X " CO N T R A C T O R : S T E V E J O N E S C O N T R A C T O R PR O J E C T : R E M O D E L S I N G L E F A M I L Y R E S . CL I E N T : L U C I N D A & C H I P C H A P P E L L E LO C A T I O N : F A I R H O P E , A L . PH Y S I C A L A D D R E S S : 2 1 0 G A Y F E R C T . Base Slab Elev: 24''' A.F.G. (Varies) FINAL REVIEW - 12/04/25 PRELIM. REVIEW -09/16/25 PRELIM. REVIEW - 11/04/25 PRELIM. REVIEW - 10/07/25 PRELIM. REVIEW -09/17/25 c 2 0 2 5 C O P Y R I G H T B Y K . A . T . D e s i g n s I n c . T h e s e d r a w i ng s a r e N O T T O B E re p r o d u c e d o r c o p i e d i n a n y f o r m w h a t s o e v e r w i t h o u t t h e w r i t t e n pe r m i s s i o n o f K . A . T . D e s i g n s I n c . - A N Y D U P L I C A T I O N I S P R O H I B I T E D A N D PU N I S H A B L E U N D E R F E D E R A L L A W . T h e p u r c h a s e r h a s t h e ri g h t t o O N E US E f o r p e r m i t t i n g p u r p o s e s , a n y f u t u r e u s e o f t h e pl a n , i d e a s , e l e v a t i o n s , co n t e n t s , o r c h a n g e s t o d e s i g n a r e t h e p r o p e r t y o f K . A . T . D e s i g n s I n c . AN D M U S T B E A U T H O R I Z E D B Y K . A . T . D e s i g n s I n c . A N Y U NA T H O R I Z E D U S E WI L L B E P U N I S H A B L E U N D E R F E D E R A L C O P Y R I G H T L A W S . NE W R E M O D E L D I M E N S I O N A L F I R S T FL O O R P L A N w / N O T E S & W / D S C H E D U E S FIRST FLOOR - DIMENSIONAL FLOOR PLAN SCALE : 1/4'' = 1'-0'' Page 25 of 63 FULL LENGTH WALL STUD PACKS TYPE CONNECTORS REQUIRED CRIPPLE STUDS HEADER TYPE "A" - SIMPSON LSTA 24'' to30''-16dA DOUBLE TOP PLATE OPTIONAL CONTINUOUS CONNECTION DETAIL : STRAPPING DIAGRAM A NO CONNECTOR REQUIRED TYPE "C"- SIMPSON SP6 5-8d or H 2.5 EACH TO STUDS AND TOP PLATES TYPE "D"- SIMPSON STHD or HD5A' 1-5/8 " BOLT TO CONCRETE, 2- 5/8" BOLTS TO STUDS D C A D EE Type E = 10'' Anchor Bolts to Slab min 32'' o.c. typ. TYP. CONNECTORS REQUIRED TYPE "B"- SIMPSON H10; 6-8d EACH TO RAFTER & TOP PLATE B B BBB C C F FF F TYPE "F"- SIMPSON SP6 5-8d OR H2.5 EACH TO STUDS AND BOTTOM PLATES 1/2'' = 1'-0'' D D @ CORNERS@ CORNERS USE THIS IN LUE OF GO BOLTS WHERE NECESSARY 7 A1.6 SIMPSON STRONG TIE SP1 STUD-PLATE TIES FASTENED WITH (10) 0.148'' X 3'' NAILS TOP PLATE AND BASE PLATE CON. APPLY TO ALL NEW CONST. CON. SIMPSON STRONG TIE SP2 STUD-PLATE TIES FASTENED WITH (12) 0.148'' X 3'' NAILS 1 A1.7 (IRC- 2018 - SECTION R602.7 ) Openings In Exterior Walls: ======================================= SEE TABLE R602.7.5 Headers: Headers shall be provided over each opening in exterior -bearing walls. The spans in Table are permitted to be used for one- and two-family dwellings. Headers for other buildings shall be designed in accordance with Section R602.4: R602.3.4 Item 1 or 2. Headers shall be of two pieces of nominal 2 - Inch framing lumber use on edge as permitted by the Reference Table and nailed together in accordance with Table R602.3 (1) or of solid lumber of equivalent size. ---------------------- Single or Double Jack Studs Number applied as per size of wall framing 130mph to150 mph (2x4 walls = 2 + trimmer - 2x6" walls = 1 + trimmer.) Exception: 160 mph High Wind prone areas will require an additional stud and trimmer per side of opening strapped accordingly.(2x4 walls = 3 + 2 trimmer - 2x6" walls = 2 +2 trimmer.) U.O.N. SINGLE UNIT OPENING NOT SEPARATED BY STUDS 8' TO 18' 4' TO 8' UP TO 4' NUMBER OF FULL HEIGHT STUDS NUMBER OF JACK STUDS 15' - 18'/+ HEADER SPAN (FT)MIN. HEADER SIZE 3 - 1.75'' x 1.78'' - LVL VERIFY w/ PLANS 10' - 14'2 - 1.75'' x 1.78'' - LVL VERIFY w/ PLANS 3 - 2X12 2 - 2X10 2 - 2X8 2 - 2X62 - 3 FT 4 - 5 FT 8 - 9 FT 6 - 7 FT WINDOW INSTALLATION RESPONSIBILITY - 2018 IRC SECTIONS - 308 - 310 - 311 TO INCLUDE SUB SEC. =================================================== IT IS THE RESPONSIBILITY OF THE BUILDER/OWNER TO VERIFY THAT ALL DOOR & WINDOW GLASS AREAS COMPLY TO SECTION R-308.4 OF THE IRC 2018 GLAZING CODE RESTRICTIONS ARTICLES 1-9 INCLUDING THE EXCEPTIONS NOTES. ALL WINDOW PROTECTION MUST COMPLY WITH IRC SECTION R301.2.1.2 COMPONENTS AND CLADDING PRESSURE ZONES TO INCLUDE THE EXCEPTION NOTES & TABLES REFERENCED THEREIN. BUILDER/OWNER MUST FURNISH WINDOW DATA TO BUILDING DEPT. TO VERIFY COMPLIANCE WITHIN IRC 2018 WINDOW GUIDLINES. ALL WINDOWS MUST MEET MIN DPI 50 RATING, IMPACT RATED WINDOWS SHALL BE INSTALLED IN THIS RESIDENCE MEETING THE 130/160 mph REQ OR PER LOCAL CODE ORD. ALL WINDOWS SHALL BE IMPACT RATED OR BUILDER MUST PROVIDE PROTECTIVE COVERING WITHIN CODE REQ. OPTION: ( OPPERABLE APPROVED HURRICANE TYPE PROTECTION SECURED TO STRUCTURE, ROLL DOWN SHUTTERS or 3M KEVLAR SCREEN MAY BE USED INSTEAD OF IMPACT RATED WINDOWS. INFORMATION MUST BE PROVIDED BY BUILDER DURING CONST. OR UPON INSPECTION ) NOTE: Windows shown, may be impact rated, and must provide 5.7 SF clear opening in sleeping rooms. All sleeping room Windows per Schedules are sized @ MIN. 3/0-6/0 provides a min. opening of the bottom sash @ 8.25 sf. All others are to provide an egress of a min. 36'' x 80'' door or larger exiting to the outside of the Ext. All windows within 2'-0'' of a door must be Tempered completely.Window Fall Protection: Window openings control devices meeting ASTM2090 must be installed on all Windows that have an opening less than 24in fron the finish floor and the opening is 72in above the exterior grade. (R312.2) DN W02-3050SC D08-2868 D02-2868 D04-2868 D0 6 - 3 0 6 8 D0 1 - 2 8 6 8 D03-2868 D07-2868 W03-3056SH W01-3048SH D0 5 - 2 8 8 0 REF. UP BEDROOM #4 GUEST BATH 8' CLG CHIPS OFFICE LOFT / MUSIC STUDIO AREA w/ DBL STEP TRAY CLG TO 9' CTR. CLOSET SU P P L Y C L O S E T 2'-4" 2'-4" 2' - 0 " 12 ' - 4 " 2' - 0 " 5' - 9 " 3' - 3 " 4'-0" 4'-11" 4' - 4 " 16'-6" 3'-8"7' - 4 " 8' - 1 " 6' - 0 " 15 ' - 5 " 6' - 0 " 10'-7"16'-10"3'-8" 14 ' - 7 " 3' - 1 1 " 5'-6"1'-8"2'-8"9"7'-8"6"2'-8"9'-8" 2' - 0 " 2' - 8 " 4' - 4 " 2'-6"2'-8"2'-6" 5'-6"5'-1" 56 ' - 7 " 18 ' - 6 " 17 ' - 1 " 15 ' - 0 " 6' - 0 " 8' - 5 " 3' - 0 " 5' - 8 " 2'-10" 31'-1" 10'-5"20'-8" 3'-9"3'-0"13'-11" 56 ' - 7 " 6' - 0 " 15 ' - 3 " 16 ' - 1 0 " 9' - 0 " 9' - 6 " 31'-1" 3'-8"16'-10"3'-0" 6'-7"3'-0"7'-3" 31'-2" 21 ' - 5 " 16 ' - 8 " 20'-0" 18 ' - 6 " 8" 2' - 8 " 4' - 0 " 6"2'-8"7'-3" 8"2'-8"9'-10" 3'-10"13'-2" 8' 1 ' ' W A L L H G T A T T H I S S I D E 8' 1 ' ' W A L L H G T A T T H I S A R E A LI N E O F 8 ' V A L L E Y A R E A LI N E O F 8 ' C E I L I N G LI N E O F 8 ' C E I L I N G 8' BASE HGT 8' B A S E H G T 8' BASE HGT 8' B A S E H G T 8' - CLG HGT LINE OF 8' VALLY AREA LINE OF 8' VALLY AREA CE I L I N G S L O P E S WI T H S T A I R S LIN CAB 30'' SINK BASE 3x5 TILE SHWR WET BAR AREA 18 ' ' d e p t h f u t u r e e n t e r t a i n m e n t c e n t e r 15'' DR STK 15'' DR STK 60'' VANITY 36 ' ' K . W . S U P @ E X T . B R G . 36 ' ' K . W . S U P @ E X T . B R G . 60 ' ' K . W . S U P @ I N T . B R G . 60 ' ' K . W . S U P @ I N T . B R G . FLAT 8' CEILING or VAULTED TO RAFTER BOTTOMS GARAGE GABLE END WALL REF. w/ WINDOW INSERT SLOPE TO 8'SLOPE TO 8' SLOPE TO 8'SLOPE TO 8' LINE OF EXTERIOR LOWER STRUCTURE GABLE OPEN FRAMED END LI N E O F E X T E R I O R L O W E R S T R U C T U R E LI N E O F E X T E R I O R L O W E R S T R U C T U R E LINE OF EXTERIOR LOWER STRUCTURE LI N E O F E X T E R I O R L O W E R S T R U C T U R E 8' 1 ' ' W A L L H G T A T T H I S S I D E SLOPE SLOPE GARAGE GABLE END WALL REFERENCE LOCATION 8' - CLG HGT SECOND FLOOR - INTERIOR DOOR SCHEDULE NUMBER QTY FLOOR SIZE DIMENSIONS DESCRIPTION D01 1 2 2868 32X80X1 3/8" BR #4 - BATH ENTRY - PANEL DR D02 1 2 2868 L IN 32X80X1 3/4" L IN GUEST BATH - ENTRY DR. PANEL D03 1 2 2868 L IN 32X80X1 3/8" L IN CHIPS OFFICE - ENTRY PANEL DOOR D04 1 2 2868 R IN 32X80X1 3/8" R IN BR #4 CLOSET - PANEL DOOR D05 1 2 2880 L IN 32X96X1 3/8" L IN OFFICE CL - PANEL DOOR D06 1 2 3068 L EX 36X80X1 3/4" L EX ATTIC MECHANICAL ENTRY DR. -PANEL D07 1 2 2868 R EX 32X80X1 3/4" R EX ATTIC MECHANICAL ACCESS -PANEL DR D08 1 2 2868 R IN 32X80X1 3/8" R IN BR #4 ENTRY - PANEL DOOR SECOND FLOOR - IMPACT RATED GLASS - EGRESS WINDOW SCHEDULE NUMBER QTY FLOOR SIZE DIMENSIONS DESCRIPTION W01 1 2 3048SH 36"X56"SH SINGLE HUNG W02 1 2 3050SC 36"X60"SC SNGL CASEMENT-HR W03 1 2 3056SH 36"X66"SH SINGLE HUNG GENERAL FRAMING NOTES: ======================== 1. ALL WOOD HEADERS AND BEAMS SHALL BE SYP #2 (OR BETTER) U.N.O. A) 2 X 4, 2 X 6 BEARING STUD WALLS/SHEAR WALLS-STUD GRADE OR BETTER U.N.O. B) ALL POSTS - #2 GRADE (OR BETTER) U.N.O. C) ALL HEADERS/BEAMS #2 GRADE (OR BETTER) U.N.O. 2. ALL INTERIOR HEADERS SHALL BE AS NOTED PER CHART. U.O.N. 3. FASTENING ALL DOUBLE HEADERS TOGETHER WITH 2 ROWS OF 16D NAILS @ 16" O.C. OR THRU-BOLTED (ALONG EA. EDGE - STAGGERED) FASTEN TRIPLE HDRS.W/2 ROWS EA. SIDE U.N.O. 4. FASTEN ALL DOUBLE LVLS TOGETHER WITH 2 ROWS OF 16D NAILS @ 12" O.C. (ALONG EA. EDGE - STAGGERED) FASTEN TRIPLE LVLS w/ 1/2" M.B. U.N.O. @ 18" O.C. TO STAGGERED U.N.O 5. PROVIDE DOUBLE STUDS MIN. AT EACH SIDE OF ANY OPENING AND TRIPLE STUDS MIN. AT ALL CORNERS. U.N.O. HIGH WIND HOLDDOWN CONNECTION TYPE PROPOSED CONNECTOR EQ. ALTERNATE USE CONNECTOR ORG. DETAIL LOCATION HD5BHDG 16'' HTT5 - 3/4HOLDDOWN AT ALL EXT. CORNERS - WINDOW & DOOR OPENINGS: 1 EA SIDE 1A - A1.3 GARAGE DOOR OPENINGS: 1 @ EA SIDE STHD 24'' STHD10 or HTT5 - 3/4 STUD TO TOP & BOTTOM PLATE CON.SP1, 2, 4, or 6 - H2.5 SDWS16 3 1/2'' SCREW- 2 EA 6 A1.3 - 4 A1.6 ROOF RAFTER TO TOP PLATE CON. CEILING JOIST TO TOP PLATE CON. H-10 or EQ.SDWC15600 - 6'' SCREW 2 EA. H-2.5 - LGT2 - H-10 SDWC15600 - 6'' SCREW 2 EA. SDWS16 - 3 1/2'' SCREW (6'' O.C)EXT. SHEAR WALL SHEATHING CONT. CON.CS52,LSTA-36 HEADER TO STUD PACK CONNECTION LSTA 24 - 32''CMST - 27" or SDWS16300 (6''O.C.) CMST52, MSTI 24" THRU 60" STUD TO FLOOR JOIST/FLR TRUSS TO STUD CON.LSTA - 36 CMST52, MSTI 24" THRU 60" SDWC15450 - 4 1/2'' SCREW (6'' O.C) INTERIOR WALL TO GRADE BEAM CON 5/8'' x 10'' AB @ 32''O.C. 2 PLY 2x12 LEDGER TO WALL FRAMING CON.SDWS22800DB- R50 8'' SCREWS @ 6''O.C. SP. Titen HD- Screw Anchor Type - 316 THDB62500H6SS (5/8'' x 5'') EXT. SHEAR WALL SHEATHING: PLAN USE ALTERNATES -15/32" ZIP PANELS or 7/16'' APA RATED SHEAR 4 PLY WOOD EXT. SHEATHING or 7/16 NORBOARD HIGHWIND RATED SHEATHING or 5/8'' APA RATED OSB EXT. SHEATHING 3 A 1.3 8 A 1.4LB-LAG SCREWS VALLEY RAFTER TO ROOF RAFTER CON SDWS16 - 3 1/2'' SCREW (6'' O.C)7 A 1.616d 3'' NAILS @ 6'' O.C. CEILING JOIST TO LVL BEAM CON.SDWC15600 - 6'' SCREW 2 EA.LUS26 or EQ.6 A 1.5 1 A 1.6 5 A 1.5 2 A 1.4 7 A 1.5 1 & 2 A 1.4 GIRDER TRUSS TO TOP PLATE CON.LGT2-2 SDWS16 - 3 1/2'' SCREW (6'' O.C)6 A 1.6 1 A1.3 PRINT DATES FINAL PRINT - 12/09/25 DESIGN DRAWN BY Kirk A. ThomasKirk A. ThomasKirk A. ThomasKirk A. Thomas To t h e b e s t o f m y k n o w l e d g e t h e s e p l a n s a r e d r a w n t o c o m p l y w i t h t h e c o d e r e q u i r e m e n t s f o r th e i r i n t e n d e d u s e b y o w n e r ' s a n d / o r b u i l d e r ' s s p e c if i c a t i o n s , a n y c h a n g e s m a d e o n o r t o t h e m af t e r p r i n t s a r e s e a l e d w i l l b e d o n e a t t h e o w n e r ' s a n d / o r b u i l d e r ' s e x p e n c e a n d r e s p o n s i b i l i t y . Th e c o n t r a c t o r s h a l l v e r i f y a l l d i m e n s i o n s a n d e n c l os e d d e t a i l d r a w i n g s . R e f e r I n s t a l l a t i o n o f a l l ma t e r i a l s t o m a n u f a c t u r e s a n d c o d e r e q u i r m e n t s f o r ea c h i t e m s a t t a c h m e n t t o t h e s t r u c t u r e re q u a r d l e s s o f d e t a i l s h o w n . D e t a i l s a r e n o t s p e c i fi c t o s t r u c t u r e d r a w n , d e t a i l s a r e d r a w n a s pe r s p e c t i v e c u t a w a y v i e w s a n d i n n o w a y s h o w m a t e r i al i t e m s a s f i n i s h e d i n s t a l l e d re p r e s e n t a t i o n . k . a . t . D e s i g n s I n c . i s n o t l i a b l e f or e r r o r s b a s e d u p o n p e r s o n a l i n t e r p r e t a t i o n of a n y d e t a i l , t e x t i t e m , o r s y m b o l u s e d i n t h e c r e at i o n o f t h e s e d o c u m e n t s . W h i l e e v e r y e f f o r t ha s b e e n m a d e i n t h e p r e p a r a t i o n o f t h i s p l a n t o a v oi d m i s t a k e s , t h e m a k e r c a n n o t g u a r a n t e e ag a i n s t h u m a n e r r o r . T h e L i c . C o n t r a c t o r / O w n e r s o f th e p r o j e c t m u s t c h e c k a l l d i m e n s i o n s a n d de t a i l s p r i o r t o c o n s t r u c t i o n a n d b e s o l e l y r e s p o n s ib l e u p o n i s s u e d p e r m i t . A l l i n f o r m a t i o n co n t a i n e d w i t h i n t h e s e p l a n s i s s u b j e c t t o c h a n g e b as e o n c o d e r e q u i r e m e n t s a n d p e r m i t t i n g ju r i s d i c t i o n I n t e r p r e t a t i o n . Page #Page #Page #Page # PL A N S C A L E : BA S E @ 1 / 4 " = 1 ' - 0 ' ' U. O . N . S C A L E M A Y V A R Y P E R P L A N OR P E R D E T A I L ( N O T S P E C I F I C ) Building Code: IRC2018 Design Wind Speed: 130 mph ASD - ASCE 7-10 Design Wind Speed: 160 MPH Ultimate - ASCE 7-16 Req. Glazing & Door Design Pressures (DP's) 50 psf All Doors and Glazing Installed shall be Impact Rated Flood Zone: FIRM - X Finish Floor Elevation: Min. 36'' A.CL.RW. Mean Roof Height: A 1.7A 1.7A 1.7A 1.7 I, L a r r y M . O l i v e r , P . E . , L i c e n s e N o . 1 2 6 7 8 Ce r t i f y t h a t t h e s t r u c t u r a l p o r t i o n s o f t h i s se t o f c o n s t r u c t i o n d o c u m e n t s h a v e b e e n re v i e w e d u n d e r m y r e s p o n s i b l e c h a r g e , de s i n a t e d b y d e s i g n , t o c o m p l y w i t h t h e en g i n e e r i n g r e q u i r e m e n t s o f t h e In t e r n a t i o n a l R e s i d e n t i a l B u i l d i n g C o d e , 20 1 8 L a t e s t E d i t i o n @ 1 3 0 / 1 6 0 - m p h 3 se c g u s t w i n d l o a d r a t i n g . La r r y M . O l i v e r E n t e r p r i s e s I n c . 72 2 8 O a k b r i a r D r i v e S o u t h Mo b i l e , A L . 3 6 6 1 9 PE R M I T J U R I S D I C T I O N : CI T Y O F F A I R H O P E B. F . E . : 1 2 ' ' A . C L . R W FL O O D Z O N E : " X " CO N T R A C T O R : S T E V E J O N E S C O N T R A C T O R PR O J E C T : R E M O D E L S I N G L E F A M I L Y R E S . CL I E N T : L U C I N D A & C H I P C H A P P E L L E LO C A T I O N : F A I R H O P E , A L . PH Y S I C A L A D D R E S S : 2 1 0 G A Y F E R C T . Base Slab Elev: 24''' A.F.G. (Varies) FINAL REVIEW - 12/04/25 PRELIM. REVIEW -09/16/25 PRELIM. REVIEW - 11/04/25 PRELIM. REVIEW - 10/07/25 PRELIM. REVIEW -09/17/25 c 2 0 2 5 C O P Y R I G H T B Y K . A . T . D e s i g n s I n c . T h e s e d r a w i ng s a r e N O T T O B E re p r o d u c e d o r c o p i e d i n a n y f o r m w h a t s o e v e r w i t h o u t t h e w r i t t e n pe r m i s s i o n o f K . A . T . D e s i g n s I n c . - A N Y D U P L I C A T I O N I S P R O H I B I T E D A N D PU N I S H A B L E U N D E R F E D E R A L L A W . T h e p u r c h a s e r h a s t h e ri g h t t o O N E US E f o r p e r m i t t i n g p u r p o s e s , a n y f u t u r e u s e o f t h e pl a n , i d e a s , e l e v a t i o n s , co n t e n t s , o r c h a n g e s t o d e s i g n a r e t h e p r o p e r t y o f K . A . T . D e s i g n s I n c . AN D M U S T B E A U T H O R I Z E D B Y K . A . T . D e s i g n s I n c . A N Y U NA T H O R I Z E D U S E WI L L B E P U N I S H A B L E U N D E R F E D E R A L C O P Y R I G H T L A W S . SECOND FLOOR - FLOOR PLAN - ATTIC UNDER ROOF AREA SCALE : 1/4'' = 1'-0'' NE W R E M O D E L D I M E N S I O N A L 2 N D FL O O R P L A N w / N O T E S & W / D S C H E D U E S Page 26 of 63 CONSTRUCTION NOTES: ==================== 1) THE FINISHED FLOOR ELEVATION SHALL BE AS REQUIRED BY CODES, AND TO PROVIDE THE PROPER ELEVATION FOR APPLICABLE FLOOD ZONES. 2) THE FINISHED FLOOR ELEVATION SHALL BE DETERMINED BY A REGISTERED ENGINEER OR LAND SURVEYOR. 3) FACE DIMENSIONS ARE TO OUTSIDE EDGE OF STUD WALL FRAMING UNLESS OTHERWISE NOTED. 4) ALLOWABLE SOIL BEARING COMPACTION TO BE 1500 PSI MIN. 5) CONCRETE SHALL DEVELOP 3000 PSF MI. COMPRESSIVE STRENGTH IN 28 DAYS. 6) ALL FOOTINGS SHALL EXTEND 12" MIN. INTO COMPACTED SAND. 7) CONTRACTOR SHALL VERIFY FOOTING SIZE w/ SITE AND SOIL CONDITIONS PRIOR TO CONSTRUCTION. 8) STEP ALL PORCHES AND DECKS DOWN MIN. 4" FROM THE FINISHED FLOOR ELEVATION. 9) VERIFY LOCATION OF PLUMBING FIXTURES, CONDUITS, AND ALL ITEMS EMBEDDED IN CONCRETE. 10) PROVIDE AND INSTALL ALL STEEL REINFORCING BARS, DOWLELS, TIES, AND OTHER ITEMS EMBEDDED IN CONCRETE. 11) UNDERSLAB VAPOR BARRIER SHALL BE 6 MIL. POLYETHYLENE MEMBRANE, OR EQUAL. LAP AS REQUIRED AT JOINTS AND SEAL. 12) THE GARAGE DOOR TO HOUSE MUST BE SELF- CLOSING, AND EITHER A 20 MINUUTE FIRE RATED DOOR, A 1 3/8'' SOLID WOOD DOOR, OR SOLID OR HONEYCOMB STEEL DOOR PER R302.5.1, IF SHOWN ON PLANS. 13) THE GARAGE OR ENTRY AREA BELOW MAIN STRUCTURE SHALL BE SEPARATED FROM THE HOUSE AND ATTIC OR FLOOR LOCATED ABOVE BY NOT LESS THAN 1/2'' GYPSUM BOARD PER SECTION R302.6 2018 IRC. 14 ) IMPACT RATED WINDOWS AND DOORS MAY BE REQUIRED FOR THIS STRUCTURE - PROVIDED BY OWNER WINDBORNE DEBRIS PROTECTION DETAILS FOR GLAZED OPENINGS - INCLUDING DESIGN/ KEVELAR CLOTH, PROTECTION IF DESIRED USE. ALSO PROVIDED PRESSURE RATINGS, AND OPENING PROTECTION IMPACT RATING PER COASTAL SUPPLIMENTS. (OWNER PROVIDED WINDOW STICKER INFORMATION AND INSTALLATION DOCUMENTS ) 15) OWNER AND CONTRACTOR TO VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO CONSTRUCTION. 16) AN ONSITE INVESTIGATION WAS PERFORMED BY THE DESIGNER & ENGINEER, ALL SITE INFORMATION WAS PROVIDED BY OWNER. SHEARWALL SHEATHING: --------------------------------------------------------------- #1 - NORBOARD - HIGH WIND RESISTANCE ENGINEERED SHEATHING SHALL BE USED AS STRUCTURAL PANELS FOR SHEAR WALL APPLICATIONS USED ON ALL EXTERIOR AND INTERIOR SHEAR REQUIRED WALL SECTIONS. THIS MAY BE USED IN LIEU OF STRAPPING. (SEE SPECIAL NOTE.) #2 - ALL SHEATHING SHALL BE ATTACHED TO FRAMING ALONG ALL FOUR EDGES WITH JOINTS FOR ADJACENT PANELS OCCURING OVER COMMON FRAMING MEMBERS OR ALONG BLOCKING. 2a. OVERLAPING OF FLOOR CONNECTIONS AT EXTERIOR WALL MIN 50% OF EACH FOR COVERAGE AT THE JOINT. NAIL PER REQUIREMENTS IN SPECIAL NOTE. #3 - SHEATHING MUST BE ATTACHED TO THE TOP MEMBER OF THE DOUBLE TOP PLATES. #4 - ALL NAILS SHALL BE COMMON OR HOT DIPPED GALVANIZED BOXED NAILS. #5 - THE ALLOWABLE SHEAR CAPACITY OF SHEARWALL SEGMENTS SHEATHED WITH A COMBINATION OF WOOD STRUCTURAL PANELS AND GYPSUM WALL BOARD ON OPPOSITE SIDES SHALL EQUAL THE SUM OF THE SHEAR CAPACITIES OF EACH SIDE SEPERATELY PROVIDED THE WALL IS CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING PHYSICAL LIMITATIONS: A: FOR TYPE I WALLS , THE MIN. LENGTH OF A SHEARWALL SEGMENT SHALL BE 50% IF ITS HEIGHT. B: FOR TYPE II WALLS, THE MIN. LENGTH OF FULL HEIGHT SHEATHING SHALL BE 50% OF ITS HEIGHT. SPECIAL NOTE: The use of Norboard wood structural panels, are required to resist lateral loads and normal wind load requirements of the IRC 2018 (Sections 6.4.2.2 of ASCE-7-16) or (R301.2.1, ) additional wind up lift resistance from the panel can be achieved by providing additional nails to the shear nailing at the top and bottom of the panel. These additional nails are used to transfer the uplift forces from the top plate to the panel, from the panel to panel at splice locations (if present) and from panel to sill plate at the foundation or floor level connection, effectively eliminating the need for uplift straps at these locations. Uplift straps may still be required around window and door openings in exterior walls to transfer the wind uplift loads acting on the header to the foundation or floor level connection. SHEAR WALL SHEARWALL SHEATHING NAILING PATTERN APPLIED PER 2018 IRC CODE REQUIREMENTS N.T.S. 4" 3/4" 3/8" VERTICAL JOINT SEE DETAIL BASE PLATE SEE FLOOR PLAN FOR SHEARWALL SECTION & LENGTH 8d NAILS @ 4" O.C. SHEARWALL HGT = FLOOR TO T/PLATE 8 RS NAILS @ 4" O.C. EDGES BLOCKING TO BE COMPLETED IF NEEDED OR AS REQUIRED BY LOCAL CODE REQ. 2" X 6" STUDS @ 16" O.C 2" X4'' STUDS @ 16" O.C. (EXTERIOR or INTERIOR LOC) DBL. TOP PLATE 7/16" WINDSTORM or 5/8'' APA RATED SHEATHING PER - IRC 2018 REQ. NOTE: ALL EXTERIOR WALLS SHALL BE TREATED AS SHEAR WALLS IN WIND RATED AREAS OF 130-160 mph WITH 3 SEC WIND GUST RATINGS. (SEE PLAN FOR RATING) SEE SHEAR WALL INSTALLATION NOTES SAME PAGE 6"@ CENTER STUDS BUILDING CODE REQUIREMENTS: ---------------------------------------------------------- 1. All work, materials and installation shall be in strict accordance with all ordinances, State and Local Building codes, OSHA Regulations, and 2018 IRC. the current National Electric 2017, to include IRC 2018 Electrical sections IRC-E309.1.2.1-E3901.4, E309.1.10, Building code for reinforcing Concrete (See Structural) Building code for Masonary Structures (See Structural) The wood framed Construction Manual, Current Edition, & the APA Plywood Design Specifications Manual, Current Edition. 2. See Signed and Sealed Plan drawings for all Structural Requirements. 3. The Mechanical, Electrical and Plumbing Sub- Contractors are responsible for compliance w/ all respective codes affecting thier trade. Any MPE data on these plans are for placement only & have not been Engineered by the Engineer of Record or reviewed against the applicable code. DOOR & WINDOW NOTES: ======================= 1. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR ALL DOORS & WINDOWS. 2. ALL EXTERIOR DOORS TO BE CONSTRUCTED AS ALUMINUM CLAD WOOD, WITH WOOD JAMBS & EXTERIOR THRESHOLDS WOOD TO BE SPANISH CEDAR OR MAHOGANY. 3. ALL EXTERIOR DOORS WITH GLASS TO BE IN CONFIGURATION SHOWN WITH IMPACT RATED INSULATED, TEMPERED & LOW - E CLEAR GLAZING & AS REQUIRED BY CODES. 4. ALL WINDOWS TO BE PRE- FINISHED ALUMINUM OR VINYL CLAD EXTERIOR WITH WOOD INTERIOR. EXTERIOR COLOR TO BE SELECTED BY OWNERS. 5. ALL WINDOWS TO BE IN CONFIGURATION SHOWN WITH IMPACT RATED (INSULATED, TEMPERED & LOW - E CLEAR) GLAZING AS REQUIRED BY CODES. 6. ALL WINDOW DIMENSIONS SHOWN ARE FOR CLEAR OPENINGS AND NOT THE REQUIRED ROUGH OPENING REQUIREMENT FOR FRAMING REFER TO MANUFACTURERS DRAWINGS FOR ROUGH OPENING DIMENSIONS FOR FRAMING WINDOW OPENINGS. 7. WINDOW SIZES ARE NON SPECIFIC TO A MANUFACTURER . CONTRACTOR TO PRICE CLOSEST SIZE PROVIDED BY PURCHASING MANUFACTURER STANDARD DIMENSIONS. ANY DEVIATION IN SIZE NOT SHOWN ON DRAWINGS MUST BE SAME OR LARGER BY A MIN OF 2" IN HEIGHT AND WIDTH OR APPROVED BY OWNERS AS A REPLACEMENT OF ORIGINAL SHOWN IN PLANS. 8. MULIPLE WINDOW CONFIGURATIONS ARE TO BE FACTORY MULLED WHERE POSSIBLE. EXCEPTION - BUILDER TO SHALL SPACE A MIN. 2 @ 2x STUD SEPARATIONS BETWEEN EACH WINDOW SECTION. 9. OWNERS OPTION: HURRICANE PROTECTION TO BE PROVIDED TO EACH DOOR & WINDOW IN LIEU OF IMPACT GLAZING: PLYWOOD CUT TO FIT EACH OPENING LABELED ACCORDINGLY & STORED ON SITE. PROVIDE PRICING DEDUCT FOR IMPACT RATED GLASS, AS REQUIRED BY LOCAL CODES. 10. SEE FLOOR PLANS FOR ALL OPERABLE WINDOW LOCATIONS. 11. ALL INTERIOR GLAZING IN BATHROOMS & SHOWERS TO BE TEMPERED AS REQUIRED BY CODES. LTS 20 6"5'-0"5'-0"6"5'-0"6"8'-10"6"5'-0" 6' - 3 " 9' - 5 " 27 ' - 3 " 6' - 3 " 10 ' - 5 " 10 ' - 7 " 8' - 1 0 " 4x6'' POST UPRIGHT SUPPORTS 4x6'' POST UPRIGHT SUPPORTS 4x6'' COLAR TIE 4x6'' RAFTER @ GABLE END 4x6'' RAFTER @ GABLE END 3 PLY 1.78'' x 11.78'' LVL BEAM WRAPPED EXT 12'' PT TIMBER COL w/ HARDIE WRAP EXT FIN. 1x PT TRIM @ TOP & BOTTOM ABU1212Z POST BASE TO SLAB CON.ABU1212Z POST BASE TO SLAB CON.36'' Rail Hgt S.S. CABLE RAILING @ EXT EDGE S.S. CABLE RAILING @ EXT EDGES.S. CABLE RAILING @ EXT EDGE 4'' CONC FIN SLAB w/8'' CMU BLOCK STEM WALL @ MAX 72'' HGT F.G E. w/ COMPACT FILL MIN. 2500 PSF TYP T.O. - EXT FIN. w/ BRICK TO MATCH EXISTING STAIRS TO GRADE BY BUILDER w/ BRICK VENEER PC 1 PC 1 PC 1 PC 1 12 8 8 12 F.G.E. T.O.B. F.S.E. HE I G H T V A R I E S B A S E D ON S L O P E O F G R A D E 2 PLY 1.78'' x 11.78'' LVL RIDGE BEAM OPEN VAULTED CEILING TO UNDERSIDE OF ROOF AREA. BUILDER TO USE 2x10'' RAFTERS @ 16'' O.C. TYP THRU OUT EXCEPT @ GABLE END USE 4X6s 1x6 T&G STAINED FIN CLG. PC 2 PC 2 PC 2 PC 2 R 36 R 36 2x6'' RAFTERS w/ 2x8'' CLG JOIST @ 16'' O.C. 19/32" PLYWOOD SHEATHING 26g METAL ROOFING SHINGLES INSTALL H-10 or EQUAL VALUE ANCHOR FROM TOP OF BOTTOM PLT OF TOP PLT WALL SECTION AS SHOWN (ANCHOR (MIN.) @ EA STUD TYP. PER CODE R-48 SPRAY FOAM IN RAFTERS PT2X6 TRIM(S) ON CONTINUOUS 2X CONT. SOFFIT VENT INSTALL NET FREE AREA PER UBC SEC.1505.3 5/8" PLAIN R/S FLUSH HARDIE SOFFIT 2X4 SPACED PER RAFTER CONT. 2X4 LEDGER A 6 BOXED EAVE @ STANDARD TRUSS CON. 16'' O.H. 8/12 2 PLY 2X4'' & 6'' TOP PLATE JOINT DESCRIPTION ROOF FRAMING Blocking to Rafter (Toe-nailed) Rim Board to Rafter (End-nailed) Rafter or roof truss to plate (Toe-nailed) WALL FRAMING Top Plates at Intersections (Face-nailed) Stud to Stud (Face-nailed) Header to Header (Face-nailed) Built up studs (Face nailed) Abutting studs @ intersecting wall corners (Face nailed) Built up header, two pieces w/ 1/2" spacer FLOOR FRAMING Joist to Sill, Top Plate or Girder (Toe Nailed) Blocking to Joist (Toe-nailed) Blocking to Sill or Top Plate (Toe-nailed) Ledger strip to Beam or Girder (Face-nailed) Joist on Ledger to Beam (Toe-nailed) Band Joist to Joist (End-nailed) Band Joist to Sill or Top Plate (Toe-nailed) Rim joist to top plate (Toe-nailed) Rim joist or blocking to sill plate (Toe-nailed) 1"x6" subfloor or less to each joist (Face-nailed) ROOF SHEATHING Wood Structural Panels rafters or trusses spaced up to 16" o.c. rafters or trusses spaced over 16" o.c. gable endwall rake or rake truss w/o gable overhang gable endwall rake or rake truss w/ structural outlookers gable endwall rake or rake truss w/ lookout blocks CEILING SHEATHING Gypsum Wallboard WALL SHEATHING Wood Structural Panels studs spaced up to 16" o.c. studs spaced over 16" o.c. 25/32" Fiberboard Panels 1/2" Gypsum Wallboard FLOOR SHEATHING Wood Structural Panels 1" or less greater than 1" NAILING SCHEDULE # of Common Nails 2-8d 2-16d 3-10d 4-16d 16d 16d 10d 16d 16d 4-8d 2-8d 3-16d 3-16d 3-8d 3-16d 2-16d 8d 8d 2-8d 8d 8d 8d 8d 8d 5d coolers 8d 8d 8d 5d coolers 8d 10d # of Box Nails 2-10d 3-16d 3-16d 5-16d 16d 16d 10d 16d 16d 4-10d 2-10d 4-16d 4-16d 3-10d 4-16d 3-16d 8d 8d 2-8d 10d 10d 10d 10d 8d - 10d 10d - - 10d 16d Nail Spacing each end each end 2 toe nails on 1 side (1 on other per rafter) at joints 24" o.c. 16" o.c. along edges 24" o.c. 12" o.c. 16" o.c. along edges per joist each end each blocks each joist per joist per joist per foot 6" o.c. 6" o.c. ---- 6" edge/6" field 4" edge/4" field 4" edge/4" field 4" edge/4" field 3" edge/3" field 7" edge/10" field 6" edge/6" field 6" edge/6" field 3" edge/6" field 7"edge/10" field 6" edge/12" field 6" edge/6" field IRREGULAR SHANK NAILS REQUIRED IRREGULAR SHANK NAILS REQUIRED 7 10"4 INTERIOR STAIR - RAILING & BALLUST DETAILS - NOT TO SCALE (7"TYP) (10 1/4" TYP) 16'' FLOOR JOIST @ 16" O.C. 2x2 BALLUST @ 5" O.C. MIN. (IF EXPOSED) RAILING 50% OF WALL 2'' WD- RAILING - SEE OWNER/BUILDER FOR SPECIFIC USE. @ EACH WALL 2x12 SYP UNDERCARRIGE 3/4" T&G 2X10'' or 12" WD. TREADS WD RISERS 36'' hgt 2x4'' @ 16'' o.c. FRAME SUPPPORT w/ 1/2'' GYPSUM BD. - SMOOTH - PAINTED FINISH 36'' 2" 3" CABLE post POST MOUNT 1" 1" INTERMEDIATE POSTS STAINLESS STEEL CABLE & BASE PLATE ASSEMBLY FOR WD DECK 48'' TOP VIEW OF POST 2'' 2' ' TOP VIEW PROFILE VIEW 4'' 4' ' OVER VIEW INSTALLED SECTION PROFILE VIEW R 36 PRINT DATES FINAL PRINT - 12/09/25 DESIGN DRAWN BY Kirk A. ThomasKirk A. ThomasKirk A. ThomasKirk A. Thomas To t h e b e s t o f m y k n o w l e d g e t h e s e p l a n s a r e d r a w n t o c o m p l y w i t h t h e c o d e r e q u i r e m e n t s f o r th e i r i n t e n d e d u s e b y o w n e r ' s a n d / o r b u i l d e r ' s s p e c if i c a t i o n s , a n y c h a n g e s m a d e o n o r t o t h e m af t e r p r i n t s a r e s e a l e d w i l l b e d o n e a t t h e o w n e r ' s a n d / o r b u i l d e r ' s e x p e n c e a n d r e s p o n s i b i l i t y . Th e c o n t r a c t o r s h a l l v e r i f y a l l d i m e n s i o n s a n d e n c l os e d d e t a i l d r a w i n g s . R e f e r I n s t a l l a t i o n o f a l l ma t e r i a l s t o m a n u f a c t u r e s a n d c o d e r e q u i r m e n t s f o r ea c h i t e m s a t t a c h m e n t t o t h e s t r u c t u r e re q u a r d l e s s o f d e t a i l s h o w n . D e t a i l s a r e n o t s p e c i fi c t o s t r u c t u r e d r a w n , d e t a i l s a r e d r a w n a s pe r s p e c t i v e c u t a w a y v i e w s a n d i n n o w a y s h o w m a t e r i al i t e m s a s f i n i s h e d i n s t a l l e d re p r e s e n t a t i o n . k . a . t . D e s i g n s I n c . i s n o t l i a b l e f or e r r o r s b a s e d u p o n p e r s o n a l i n t e r p r e t a t i o n of a n y d e t a i l , t e x t i t e m , o r s y m b o l u s e d i n t h e c r e at i o n o f t h e s e d o c u m e n t s . W h i l e e v e r y e f f o r t ha s b e e n m a d e i n t h e p r e p a r a t i o n o f t h i s p l a n t o a v oi d m i s t a k e s , t h e m a k e r c a n n o t g u a r a n t e e ag a i n s t h u m a n e r r o r . T h e L i c . C o n t r a c t o r / O w n e r s o f th e p r o j e c t m u s t c h e c k a l l d i m e n s i o n s a n d de t a i l s p r i o r t o c o n s t r u c t i o n a n d b e s o l e l y r e s p o n s ib l e u p o n i s s u e d p e r m i t . A l l i n f o r m a t i o n co n t a i n e d w i t h i n t h e s e p l a n s i s s u b j e c t t o c h a n g e b as e o n c o d e r e q u i r e m e n t s a n d p e r m i t t i n g ju r i s d i c t i o n I n t e r p r e t a t i o n . Page #Page #Page #Page # PL A N S C A L E : BA S E @ 1 / 4 " = 1 ' - 0 ' ' U. O . N . S C A L E M A Y V A R Y P E R P L A N OR P E R D E T A I L ( N O T S P E C I F I C ) Building Code: IRC2018 Design Wind Speed: 130 mph ASD - ASCE 7-10 Design Wind Speed: 160 MPH Ultimate - ASCE 7-16 Req. Glazing & Door Design Pressures (DP's) 50 psf All Doors and Glazing Installed shall be Impact Rated Flood Zone: FIRM - X Finish Floor Elevation: Min. 36'' A.CL.RW. Mean Roof Height: I, L a r r y M . O l i v e r , P . E . , L i c e n s e N o . 1 2 6 7 8 Ce r t i f y t h a t t h e s t r u c t u r a l p o r t i o n s o f t h i s se t o f c o n s t r u c t i o n d o c u m e n t s h a v e b e e n re v i e w e d u n d e r m y r e s p o n s i b l e c h a r g e , de s i n a t e d b y d e s i g n , t o c o m p l y w i t h t h e en g i n e e r i n g r e q u i r e m e n t s o f t h e In t e r n a t i o n a l R e s i d e n t i a l B u i l d i n g C o d e , 20 1 8 L a t e s t E d i t i o n @ 1 3 0 / 1 6 0 - m p h 3 se c g u s t w i n d l o a d r a t i n g . La r r y M . O l i v e r E n t e r p r i s e s I n c . 72 2 8 O a k b r i a r D r i v e S o u t h Mo b i l e , A L . 3 6 6 1 9 A 1.8A 1.8A 1.8A 1.8 PE R M I T J U R I S D I C T I O N : CI T Y O F F A I R H O P E B. F . E . : 1 2 ' ' A . C L . R W FL O O D Z O N E : " X " CO N T R A C T O R : S T E V E J O N E S C O N T R A C T O R PR O J E C T : R E M O D E L S I N G L E F A M I L Y R E S . CL I E N T : L U C I N D A & C H I P C H A P P E L L E LO C A T I O N : F A I R H O P E , A L . PH Y S I C A L A D D R E S S : 2 1 0 G A Y F E R C T . Base Slab Elev: 24''' A.F.G. (Varies) FINAL REVIEW - 12/04/25 PRELIM. REVIEW -09/16/25 PRELIM. REVIEW - 11/04/25 PRELIM. REVIEW - 10/07/25 PRELIM. REVIEW -09/17/25 c 2 0 2 5 C O P Y R I G H T B Y K . A . T . D e s i g n s I n c . T h e s e d r a w i ng s a r e N O T T O B E re p r o d u c e d o r c o p i e d i n a n y f o r m w h a t s o e v e r w i t h o u t t h e w r i t t e n pe r m i s s i o n o f K . A . T . D e s i g n s I n c . - A N Y D U P L I C A T I O N I S P R O H I B I T E D A N D PU N I S H A B L E U N D E R F E D E R A L L A W . T h e p u r c h a s e r h a s t h e ri g h t t o O N E US E f o r p e r m i t t i n g p u r p o s e s , a n y f u t u r e u s e o f t h e pl a n , i d e a s , e l e v a t i o n s , co n t e n t s , o r c h a n g e s t o d e s i g n a r e t h e p r o p e r t y o f K . A . T . D e s i g n s I n c . AN D M U S T B E A U T H O R I Z E D B Y K . A . T . D e s i g n s I n c . A N Y U NA T H O R I Z E D U S E WI L L B E P U N I S H A B L E U N D E R F E D E R A L C O P Y R I G H T L A W S . REAR / SOUTHERN ELEVATION PATIO GABLE END WALL DETAIL - SCALE 1/2'' = 1'-0'' GA B L E E N D C U T T H R U V I E W - ST R U C T U R A L N O T E S & D E T A I L S CT A 1.8 Page 27 of 63 S S SS S S S S S S S S S S SS S S -4 0 ' ' E L E V -4 ' ' F . F . EL E V 6'-10" 2' - 5 " 3'-6" 4'-4" 4' - 1 0 " 0' ' E L E V -6 ' ' E L E V 0'' F.F. ELEV -40'' ELEV 0' ' F . F . EL E V -4 0 ' ' E L E V -40'' ELEV -4'' F.F. ELEV -4'' ELEV 0'' F.F. ELEV 45 ' - 9 " 6'-9"10"6'-6"10"7'-7" 1' - 0 " 7' - 6 " 1' - 0 " 7' - 1 0 " 3' - 9 " 1'-0"9'-0"1'-0"8'-11"1'-0"9'-0"1'-0" 4' - 2 " 5' - 5 " 82 ' - 1 " 16 ' - 0 " 10 ' - 9 " 12'-0"17'-0" 78'-3" 31'-1"18'-3" 17 ' - 4 " 82 ' - 1 " 4' - 0 " 21 ' - 5 " 13 ' - 1 " 26 ' - 3 " 16 ' - 3 " 8' - 0 " 2' - 0 " 4'-7" 73'-8" 14'-5"22'-6"24'-3"12'-6" 1'-9"9'-0"1'-9" 26 ' - 6 " 12'-0" 20'-4"10'-3"17'-4" 22 ' - 1 0 " 28'-11" 1' - 0 " 4' - 5 " 30'-3" 1' - 0 " 4' - 6 " 15 ' - 1 1 " 22 ' - 6 " 19'-0" 4'-7"14'-5" 12 ' - 5 " EXISTING SLAB AREA N.T.B. DISTURBED EX I S T I N G 2 x 8 ' ' F L O O R S Y S . w / 8 ' ' C M U BL O C K S U P P O R T S N . T . B . D I S T U R B E D EXISTING 2x8'' FLOOR SYS. w/ 8'' CMU BLOCK SUPPORTS N.T.B. DISTURBED EXISTING 2x8'' FLOOR SYS. w/ 16'' CMU PIER SUP. w/6X6 BEAM N.T.B. DISTURBED BUILDER TO USE H2.5 TO ATTACH EA. EXISTING 2x8'' JOIST TO 6X6 EXISTING BEAM SUPPORTS TYP T.O. NE W 2 x 1 2 ' ' F L O O R S Y S . w / 8 ' ' C M U w / 16 ' ' C M U @ B A S E C O U R C E S U P P O R T EN D W A L L E X I S T I N G H S E NE W F L O O R A R E A @ E X T W A L L GARAGE F.F.E. - STEP DN TO GARAGE FLR. TO FIN. SLAB BASED ON GRADE @ SITE SL O P E T O E X T . NEW 4" 3000 PSI CONCRETE SLAB, OVER 6X6X10 WWM, w/ WIRE MESH SUPPORTS MIN 3" A.F.G.OVER 6 MIL VAPOR BARRIER, OVER CLEAN COMPACTED & TERMITE TREATED FILL TYPICAL T.O. - SEE WALL SUPPORT DETAILS FOR FOOTER SIZE & LOCATIONS NEW 4" 3000 PSI CONCRETE SLAB, OVER 6X6X10 WWM, w/ WIRE MESH SUPPORTS MIN 3" A.F.G.OVER 6 MIL VAPOR BARRIER, OVER CLEAN COMPACTED & TERMITE TREATED FILL TYPICAL T.O. - SEE WALL SUPPORT DETAILS FOR FOOTER SIZE & LOCATIONS NEW 4" 3000 PSI CONCRETE SLAB, OVER 6X6X10 WWM, w/ WIRE MESH SUPPORTS MIN 3" A.F.G.OVER 6 MIL VAPOR BARRIER, OVER CLEAN COMPACTED & TERMITE TREATED FILL TYPICAL T.O. - SEE WALL SUPPORT DETAILS FOR FOOTER SIZE & LOCATIONS BU I L D E R T O P O U R B R I C K L E D G E w / F O O T I N G S BUILDER TO POUR BRICK LEDGE w/ FOOTINGS BUILDER TO POUR BRICK LEDGE w/ FOOTINGS BU I L D E R T O P O U R B R I C K L E D G E w / F O O T I N G S BUILDER TO POUR BRICK LEDGE w/ FOOTINGS BU I L D E R T O P O U R B R I C K L E D G E w / F O O T I N G S PORCH ELEVATION -4" TO MAIN SLAB 8'' CMU AT EXTERIOR EDGE HGT. BASED ON GRADE ELEV BUILDER TO POUR BRICK LEDGE w/ FOOTINGS PA 51 8'' x 16'' CMU BLOCK STEM WALL FOUNDATION HEIGHT VARIES BASED ON FINISHED GRADE PLAN SCALE 1/4'' = 1'-0'' FOUNDATION TO BE CONSTRUCTED AS: 8'' CMU BLOCK STEM WALL "WHERE NOTED " w/ 4" 3000 PSF CONCRETE SLAB, OVER 6.6.10. WWM, w/ WIRE MESH SUPPORTS MIN 3" A.F.G. OVER 6 MIL VAPOR BARRIER, OVER CLEAN COMPACTED 2500 PSF & TERMITE TREATED FILL. TYPICAL THROUGHOUT 12'' d x 24'' w FOOTINGS TO BE AS NOTED IN SPECIFIC DETAILS PER WALL SECTION SUPPORTED w/3 #5 REBAR INSERTS ON RISERS TYP. - BUILDER TO TURN W.W.M INTO ALL FOOTINGS. BUILDER TO INSTALL 1 #5 REBAR EVERY 32'' IN CMU CELLS TURNED INTO SLAB MIN 25'' ALL CELLS POURED SOLID. INTERIOR SUPPORT FOOTINGS SHALL REFLECT (DETAIL PG A1.9) GRADE BEAMS WHERE NOTED. MAIN HSE FOOTINGS SHALL BE A MIN. 12'' d x 24'' w/4'' FINISHED SLAB ELEV. BASED ON FINISHED GRADE @ SITE. INSTALL 5/8'' x 10'' "J" TYPE ANCHOR BOLTS EVERY 32'' O.C. THRU-OUT SLAB EXT. OFFSET DOOR LOCATIONS. SLOPE ALL PORCH SLABS TO EXT. FOR RUN OFF. BASEMENT STORAGE RM TO START WITH A 8'' x 12'' x16'' BASE COURSE OF CMU WHERE WALL SECTIONS HEIGHT EXCEED 6 FT. BASED ON GRADE ELEV. # of STEPS TO GRADE BY BUILDER BASEG ON SLOPE GRADE # o f S T E P S T O G R A D E B Y BU I L D E R B A S E G O N SL O P E G R A D E BU I L D E R T O P O U R B R I C K L E D G E w / F O O T I N G S 0'' ELEV 0'' ELEV 0'' ELEV 0'' ELEV 0'' ELEV -97 F.F. ELEV BU I L D E R T O P O U R 4 ' ' C O N C S L A B @ BA S E F O R S T O R A G E R M F . F . S L A B 4'' RECESS SHOWER PAN 2x8'' JOIST UNDER SHOWER PAN @ 12'' O.C. 2 PLY 2x12 2 PLY 2x12 2' - 5 ' ' 4'' ELEV 0 ELEV EXISTING 16'' CONC PIERS NEED TO BE FILLED SOLID w/MSTCA STRAP TO 6X6 BEAM NEW 8'' CMU BLK STEM WALL w/ 1 #4 @ 32'' O.C. POURED SOLID THIS WALL SETS ADJACENT TO EXISTING PIERS NEW 4" 3000 PSI CONCRETE SLAB, OVER 6X6X10 WWM, w/ WIRE MESH SUPPORTS MIN 3" A.F.G.OVER 6 MIL VAPOR BARRIER, OVER CLEAN COMPACTED & TERMITE TREATED FILL TYPICAL T.O.PA 51 ABU 12z ABU 12z ABU 12z ABU 12z ABU 12z C/D A1.9 C/D A1.9 C/D A1.9 C A1.9 C/D A1.9 C A1.9 C A1.9 C/D A1.9 C/D A1.9 C/D A1.9 C A1.9 C/D A1.9 C A1.9C A1.9 C A1.9 C A1.9 C/D A1.9 B A1.9 B A1.9 B A1.9 B A1.9 B A1.9 A/E A1.9 A/E A1.9 A A1.9 A/E A1.9 A/E A1.9 A/E A1.9 A/E A1.9 A/E A1.9 A/E A1.9 A A1.9 A A1.9 A A1.9 EXISTING 8'' CMU BLK STEM WALL @ REAR OF GARAGE EXISTING 8'' CMU BLK STEM WALL @ GARAGE PERIMETER. EXISTING 8'' CMU BLK STEM WALL @ GARAGE PERIMETER. EX I S T I N G 8 ' ' C M U B L K S U P W A L L C A1.9 BUILDER TO VERIFY ALL EXISTING DIMENSIONS AND ADJUST ACCORDINGLY BUILDER SEE NOTE: #11 & 12 UNDER ASI-2018 CONCRETE NOTES (PG A1.9) E A1.9 E A1.9 E A1.9 GENERAL CONCRETE CONSTRUCTION NOTES: ========================================= 1. FOOTINGS ARE TO BEAR ON UNDISTURBED LEVEL SOIL DEVOID OF ANY ORGANIC MATERIAL TERMITE TREATED AND STEPPED AS REQUIRED TO MAINTAIN THE REQUIRED DEPTH BELOW THE FINAL GRADE BASED ON ENGINEERING OF SOIL BASE / TOPOGRAPHICAL REPORT PROVIDED BY OWNERS IF NECESSARY. 2. SOIL BEARING PRESSURE ASSUMED TO BE 1500 PSF. 3. MAXIMUM SLOPE OF CUTS AND FILLS TO BE TWO (2) HORIZONTAL AND ONE(1) VERTICAL FOR BUILDING, STRUCTURES,FOUNDATIONS AND RETAINING WALLS. 4. ANY FILL UNDER GRADE SUPPORTED SLABS TO BE MIN.4" GRANULAR MATERIAL COMPACTED TO 95%. 5. CONCRETE: MIX & 28 DAY STRENGTH OF CONCRETE. -BASEMENT WALLS & FOUNDATIONS NOT EXPOSED TO WEATHER: 3000 PSI INTERIOR SLABS ON GRADE: 3000 PSI , FOUNDATIONS EXPOSED TO WEATHER: 3000 PSI - PORCHES,STEPS,& CARPORT SLABS EXPOSED TO WEATHER:3000 PSI (AS PER 2018 IRC APPENDEX - TABLE A-19-A) MORTAR & GROUT TO BE MIXED PER MFR. REQUIREMENTS. 6. GARAGE FLOORS TO SLOPE 1/8" /P- FT. MIN. TOWARDS OPENING AS REQUIRED FOR DRAINAGE. CONCRETE SLABS TO HAVE CONTROL JOINTS @ 12' FOR 4'' CONCRETE SLABS @ INTERVALS EA. WAY. 7. REINFORCING STEEL TO BE A-615 GRADE 60. WELDED OPTIONAL WIRE MESH TO BE A-185. 8. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURED TREATED OR PROTECTED WITH 55# ROLLED ROOFING. 10. BEAM POCKETS IN CONCRETE TO HAVE 1/2" IN. AIRSPACE AT SIDES AND ENDS WITH A MIN. BEARING OF 3" IN. 11. WATER-PROOF CMU STEM WALLS BEFORE BACK FILLING. PROVIDING A 4" DIA. PERFORATED DRAIN PIPE & GRAVEL BED BELOW THE TOP OF THE FOOTING FOR WATER RUN OFF/ DRAINING AWAY FROM FOOTINGS ACI 2018 FOUNDATION NOTES: TO COMPLY w/ IRC 2018 - SEC.R401, R403, R403 INCLUDES TABLES & SUB SEC. ============================================================================================== 1. CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 3000 PSI --- NORMAL WEIGHT --- UNLESS NOTED WATER / CEMENT RATIO 0.45 OR LESS. CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 2. REINFORCING BARS: ASTM A615 GRADE 60. 3. WELDED WIRE FABRIC (WWF): ASTM A185. 6 x 6 W2.9/2.9 4. REINFORCING BAR PLACING ACCESSORIES IN ACCORDANCE WITH ACI MANUAL OF STANDARD PRACTICE. 5. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. REINFORCEMENT SHALL NOT BE WELDED UNLESS NOTED OR APPROVED BY THE ENGINEER. 6. LAP ALL REINFORCEMENT SPLICES A MINIMUM OF 30 BAR DIAMETERS BUT NOT LESS THAN 1'-0", UNLESS NOTED. 7. CONCRETE COVERAGE OF REINFORCEMENT: GRADE BEAMS --- 3" BOTTOM AND SIDES, 2" TOP. 8. EARTH SUPPORTED SLABS: (INCLUDING EXTERIOR WALK AND DRIVE SLABS) 4" THICK. REINFORCED WITH 6 x 6 W2.9/2.9 WWF AT MID-DEPTH OF SLAB, UNLESS NOTED. 9. ALL UNDER SLAB AREAS TO BE TREATED FOR TERMITES BY A LICENSED APPLICATOR. OWNER TO RECEIVE RENEWABLE BOND. 10. ALL FOOTINGS TO BEAR ON UNDISTURBED SOIL OR COMPACTED FILL OF 95% DENSITY. 11. IF CONCRETE BASEMENT WALLS ARE LESS THEN 8 FEET HEIGHT, PLACE ONE #4 REBAR MIN. WITHIN 12'' OF THE TOP OF THE WALLSTORY AND ONE #4 REBAR MIN. NEAR THE MID-HEIGHT OF THE WALL STORY.PER IRC - SEC. R404.1.2(1) 12. IF THE CONCRETE BASEMENT WALLS ARE GREATER THAN 8 FT IN HEIGHT, PLACE ONE #4 REBAR MIN. WITHIN 12'' OF THE TOP OF THE WALL STORY AND ONE #4 REBAR MIN.NEAR THE THIRD POINTS OF THE WALL STORY. PER IRC - SEC. R404.1.2(1) 2'-0" 1' - 0 " 5/8'' DIA. x 12'' A.B. @ 32'' O.C. TYP w/ 3'' sq. washer MACHINE COMPACTED & TERMITE TREATED FILL TO 2500 PSF 3 @ #5 REBAR CONT. 3000 # psi CONCRETE FTR BRICK VENEER @ BASE - EXT. WALL SECTIONS . 4" 3000 psi concrete slab 2x6 pt plate 8'' x8'' x16'' CMU BLK. EXTERIOR STEM WALL 2x6 EXT. WALL STUDS @ 16''.O.C. A A1.9 4'' GRAVEL FILL USE OF 1 FHA HEADER BLOCK w/ STANDARD 8" x8''x16" CMU (MAINTAIN MIN. 60'' HGT. CMU A.F.G.) 12"d x 24 w" CONC. FOOTER w/3 @ #5 REBAR MIN. 6'' SEP. CONT. THRU-OUT FOOTER - REBAR SHALL BE INSTALLED ON RISERS MIN 3" ABOVE GRADE. 8" X16" FILLED CMU w/ 1 #5 VERTICAL REBAR @ EVERY 32" O.C. TURNED INTO SLAB MIN. 25'' w/ ALL CORES TO BE POURED SOLID w/SLAB Course Gravel 4" perforated drainpipe Filter fabric Rigid Insulation Low-permeability soil Slope away from wall at 6" to 10' N.T.S. SIMPSON STRONG TIE ABU1212Z POST BASE ( FOR USE w/12'' PT POST w/ BOLT TO SLAB CON. PER MANUF. INSTR. Simpson Strong-Tie 2"MINIMUM SIDECOVER ABU S.S. POST BASE ABU 1212z BRICK VENEER TIES TO BE INSTALLED TO SUPPORT NOT MORE THAN 2 SQ FT OF WALL AREA. ADDITIONAL TIES SHALL BE PROVIDED WITHIN 12'' OF WALL OPENINGS AND CORNERS. BUILDER TO ALLOW FOR 1/2'' AIR SPACE BETWEEN SECTION.- PER SECTION (IRC 703.7.4.1) Simpson Strong-Tie BT PA51 N.T.S. Simpson PA51 - APPLY @ ALL CORNERS & OPENINGS OVER 6 FT HOLD DOWN 1 @ each side of opening PA 51 2'-0" 2' - 0 " ADD CORNER BAR overlap min. 25" @ corners N.T.S. ADD CORNER BAR 3 #5 CONT. (18"d x 24"w ) CONTINUOUS FTG @ CORNERS C A1.9 Simpson Strong-Tie - HD5A or PA51 opt. Install 1 within 6'' of ea Ext. Corner in both directions Install 1 @ ea Side of Stud pack @ Window or Door openings over 60'' D A1.9 NTS TYP. EXT. PERIMETER WALL 8"x16" CMU BLK SUPPORT WALL 1-#4 REBAR 1 1/2" MIN. COVER BOND BEAM U ChannelSTANDARD HOOK 3" MIN. COVER 3 @ #5 REBAR - REINFORCING STANDARD HOOK 25" LAP MIN.CLEANOUT REC'D FOR GROUT LIFT > 5' 2x8'' PT TOP PLT. 2x8'' PT TOP PLT. 5/8'' x 10'' AB @ 36'' O.C.E A1.9 VERTICAL REINFORCEMENT (1 # 5 REBAR) @ 32'' - ALL CELLs POURED SOLID FOOTING 12'' X 24'' ADD 1-#4 REBAR @ MID- HEIGHT OF THE WALL STORY OVER 8 FT HGT 1' - 0 " 2'-0"1' - 0 " 2'-0" EXISTING WL 5/8'' APA RATED EXT. SHEATHING 5/8'' DIA A.B. 10'' @ 32'' OC SLAB ON GRADE CONST. EXISTING PLT. 8" X16" FILLED CMU w/ 1 #5 VERTICAL REBAR @ 32'' TURNED INTO SLAB MIN. 25'' # OF BLOCKS MAY VARY BASED ON GRADE ELEVATION AT SITE SECTION 2x8'' JOIST 3 #5 REBAR CONTINUOUS 3000 # psi 12'' x 24'' CONCRETE FOOTER CLEAN & TERMITE TREATED FILL DIRT W/ VAPOR BARRIER N. T. S. R-13/19 INSULATION 6 MIL VAPOR BARRIER DETAIL NOT SPECIFIC TO SITE CONDITIONS FOUNDATION DETAIL @ FRONT HSE WALL / EXT PORCH PERIMETER SUP. C A1.9 - 4'' STEP DWN 0'' F.F.E. SLOPE EXTISTING WALL FRONT PORCH 12'' TIMBER POST B.O. ABU12z POST BASE FRONT PORCH EXT. w/ 3'' BRICK VENEER HARDIE B&B ON FRONT PORCH FACE WL. GOLD FORTIFICATION FOUNDATION ANCHOR REQ: ============================================ Anchor floor system and exterior walls to foundation using 5/8-in-diameter anchor bolts with 3-in. x 3-in. x ¼-in-thick plate washers using the appropriate spacing described below: ============================================= For slab-on-grade, 24-in. spacing of anchor bolts and within 12 in. of the end of plate. ============================================== For raised floor foundation including stem-wall foundations: 1. 72-in. spacing for a one-story structure along exterior walls in long direction of building 2. 56-in. spacing for a two-story structure along exterior walls in long direction of building 3. 32-in. spacing for a one-story structure along exterior walls (and interior shear walls if present) in short direction (across width) of building b. 24-in. spacing for a two-story structure along exterior walls (and interior shear walls if present) in short direction (across width) of building 2'-0" 1' - 0 " 5/8'' DIA. x 12'' A.B. @ 32'' O.C. TYP w/ 3'' sq. washer MACHINE COMPACTED & TERMITE TREATED FILL TO 2500 PSF 3 @ #5 REBAR CONT. 3000 # psi CONCRETE FTR 4" 3000 psi concrete slab 2x6 pt plate 8'' x8'' x16'' CMU BLK. EXTERIOR STEM WALL 2x6 EXT. WALL STUDS @ 16''.O.C. B A1.9 4'' GRAVEL FILL USE OF 1 FHA HEADER BLOCK w/ STANDARD 8" x8''x16" CMU ADJUST HGT BASED ON FIN GRADE 12"d x 24'' w CONC. FOOTER w/ 3@ #5 REBAR MIN. 6'' SEP. CONT. THRU-OUT FOOTER - REBAR SHALL BE INSTALLED ON RISERS MIN 3" ABOVE GRADE. 8" X16" FILLED CMU w/ 1 #5 VERTICAL REBAR @ EVERY 32" O.C. TURNED INTO SLAB MIN. 25'' w/ ALL CORES TO BE POURED SOLID w/SLAB N.T.S. MACHINE COMPACTED & TERMITE TREATED FILL TO 2500 PSF 4" 3000 psi concrete slab PRINT DATES FINAL PRINT - 12/09/25 DESIGN DRAWN BY Kirk A. ThomasKirk A. ThomasKirk A. ThomasKirk A. Thomas To t h e b e s t o f m y k n o w l e d g e t h e s e p l a n s a r e d r a w n t o c o m p l y w i t h t h e c o d e r e q u i r e m e n t s f o r th e i r i n t e n d e d u s e b y o w n e r ' s a n d / o r b u i l d e r ' s s p e c i f i c a t i o n s , a n y c h a n g e s m a d e o n o r t o t h e m af t e r p r i n t s a r e s e a l e d w i l l b e d o n e a t t h e o w n e r ' s a n d / o r b u i l d e r ' s e x p e n c e a n d r e s p o n s i b i l i t y . Th e c o n t r a c t o r s h a l l v e r i f y a l l d i m e n s i o n s a n d e n c l o s e d d e t a i l d r a w i n g s . R e f e r I n s t a l l a t i o n o f a l l ma t e r i a l s t o m a n u f a c t u r e s a n d c o d e r e q u i r m e n t s f o r e a c h i t e m s a t t a c h m e n t t o t h e s t r u c t u r e re q u a r d l e s s o f d e t a i l s h o w n . D e t a i l s a r e n o t s p e c i f i c t o s t r u c t u r e d r a w n , d e t a i l s a r e d r a w n a s pe r s p e c t i v e c u t a w a y v i e w s a n d i n n o w a y s h o w m a t e r i a l i t e m s a s f i n i s h e d i n s t a l l e d re p r e s e n t a t i o n . k . a . t . D e s i g n s I n c . i s n o t l i a b l e f o r e r r o r s b a s e d u p o n p e r s o n a l i n t e r p r e t a t i o n of a n y d e t a i l , t e x t i t e m , o r s y m b o l u s e d i n t h e c r e a t i o n o f t h e s e d o c u m e n t s . W h i l e e v e r y e f f o r t ha s b e e n m a d e i n t h e p r e p a r a t i o n o f t h i s p l a n t o a v o i d m i s t a k e s , t h e m a k e r c a n n o t g u a r a n t e e ag a i n s t h u m a n e r r o r . T h e L i c . C o n t r a c t o r / O w n e r s o f t h e p r o j e c t m u s t c h e c k a l l d i m e n s i o n s a n d de t a i l s p r i o r t o c o n s t r u c t i o n a n d b e s o l e l y r e s p o n s i b l e u p o n i s s u e d p e r m i t . A l l i n f o r m a t i o n co n t a i n e d w i t h i n t h e s e p l a n s i s s u b j e c t t o c h a n g e b a s e o n c o d e r e q u i r e m e n t s a n d p e r m i t t i n g ju r i s d i c t i o n I n t e r p r e t a t i o n . Page #Page #Page #Page # PL A N S C A L E : BA S E @ 1 / 4 " = 1 ' - 0 ' ' U. O . N . S C A L E M A Y V A R Y P E R P L A N OR P E R D E T A I L ( N O T S P E C I F I C ) Building Code: IRC2018 Design Wind Speed: 130 mph ASD - ASCE 7-10 Design Wind Speed: 160 MPH Ultimate - ASCE 7-16 Req. Glazing & Door Design Pressures (DP's) 50 psf All Doors and Glazing Installed shall be Impact Rated Flood Zone: FIRM - X Finish Floor Elevation: Min. 36'' A.CL.RW. Mean Roof Height: I, L a r r y M . O l i v e r , P . E . , L i c e n s e N o . 1 2 6 7 8 Ce r t i f y t h a t t h e s t r u c t u r a l p o r t i o n s o f t h i s se t o f c o n s t r u c t i o n d o c u m e n t s h a v e b e e n re v i e w e d u n d e r m y r e s p o n s i b l e c h a r g e , de s i n a t e d b y d e s i g n , t o c o m p l y w i t h t h e en g i n e e r i n g r e q u i r e m e n t s o f t h e In t e r n a t i o n a l R e s i d e n t i a l B u i l d i n g C o d e , 20 1 8 L a t e s t E d i t i o n @ 1 3 0 / 1 6 0 - m p h 3 se c g u s t w i n d l o a d r a t i n g . La r r y M . O l i v e r E n t e r p r i s e s I n c . 72 2 8 O a k b r i a r D r i v e S o u t h Mo b i l e , A L . 3 6 6 1 9 PE R M I T J U R I S D I C T I O N : CI T Y O F F A I R H O P E B. F . E . : 1 2 ' ' A . C L . R W FL O O D Z O N E : " X " CO N T R A C T O R : S T E V E J O N E S C O N T R A C T O R PR OJ E C T : R E M O D E L S I N G L E F A M I L Y R E S . CL I E N T : L U C I N D A & C H I P C H A P P E L L E LO C A T I O N : F A I R H O P E , A L . PH Y S I C A L A D D R E S S : 2 1 0 G A Y F E R C T . Base Slab Elev: 24''' A.F.G. (Varies) FINAL REVIEW - 12/04/25 PRELIM. REVIEW -09/16/25 PRELIM. REVIEW - 11/04/25 PRELIM. REVIEW - 10/07/25 PRELIM. REVIEW -09/17/25 c 2 0 2 5 C O P Y R I G H T B Y K . A . T . D e s i g n s I n c . T h e s e d r a w i n g s a r e N O T T O B E re p r o d u c e d o r c o p i e d i n a n y f o r m w h a t s o e v e r w i t h o u t t h e w r i t t e n pe r m i s s i o n o f K . A . T . D e s i g n s I n c . - A N Y D U P L I C A T I O N I S P R O H I B I T E D A N D PU N I S H A B L E U N D E R F E D E R A L L A W . T h e p u r c h a s e r h a s t h e r i g h t t o O N E US E f o r p e r m i t t i n g p u r p o s e s , a n y f u t u r e u s e o f t h e p l a n , i d e a s , e l e v a t i o n s , co n t e n t s , o r c h a n g e s t o d e s i g n a r e t h e p r o p e r t y o f K . A . T . D e s i g n s I n c . AN D M U S T B E A U T H O R I Z E D B Y K . A . T . D e s i g n s I n c . A N Y U N A T H O R I Z E D U S E WI L L B E P U N I S H A B L E U N D E R F E D E R A L C O P Y R I G H T L A W S . NE W F O U N D A T I O N P L A N w/ N O T E S & D E T A I L S A 1.9A 1.9A 1.9A 1.9 FOUNDATION OVERVIEW - SCALE 1/8'' = 1'-0'' Page 28 of 63 FLOOR TRUSS /TJ I - JOIST NOTES: 1. ALL TJI FLOOR JOIST SHOWN IN PLANS ARE FOR DIAGRAMATIC AND PERSPECTIVE USE ONLY AS 3-D AND ARCHITECTURAL VIEW REPRESENTATION. 2. ALL TJI FLOOR JOIST SHALL BE ENGINEERED BY MANUFACTURER BASED ON JOIST HEIGHT, SPAN, SPACING, FLOOR LOADS, WEIGHT DISTRIBUTION AND SUBMITTALS SIGNED AND SEALED BY MANUFACTURER'S ENGINEER. 3. CONTRACTOR AND BUILDING PERMIT OFFICIAL SHALL REFER TO MANUFACTURER'S ENGINEERING DOCUMENTS AND NOT TO PLANS FOR INSTALLATION, BRACING AND HOLD DOWN REQUIREMENTS. MANUFACTURER HAS DESIGN AND FABRICATION JURISDICTIONAL ENGINEERING RIGHTS AND LIABILITY OVER INFORMATION SHOWN IN PLANS AND OVER PROJECT ENGINEER. 4. ALL JOIST CONNECTIONS TO SUPPORTS SHALL BE SPECIFIED BY THE FLOOR SYSTEM MANUFACTURER'S ENGINEER. 5. SUB-FLOORING SHALL BE SCREWED AND GLUED TO THE FLOOR JOIST PER IRC-2018 REQUIREMENTS. 6. FLOOR SYSTEM NAILING AT END BEARING - 2 EACH 10D (3'' LONG) OR 12D (3 1/4'' LONG) BOX NAILS (ONE ON EACH SIDE) 1 1/2'' MINIMUM FROM END. 7. FLOOR SYSTEM NAILING AT INTERMEDIATE BEARING - 2 EACH 10D (3'' LONG) OR 12D (3 1/4'' LONG) BOX NAILS (TWO ON EACH SIDE) 1 1/2'' MINIMUM FROM END. 8. FLOOR SYSTEM MINIMUM BEARING LENGTH - END SUPPORT - 1 3/4'', INTERMEDIATE SUPPORT - 3 1/2'' BEARING. 9. FLOOR SYSTEM BRACING MUST COMPLY TO CODE REQUIREMENTS AND SHALL BE CARRIED TO THE FOUNDATION. 10. IF SIDES OF HANGER DO NOT LATERALLY SUPPORT THE FLOOR SYSTEM TOP FLANGE OR WHEN USING SIMPSON JOIST HANGERTYPE THA-218-2, APPLY A 2X TYPE STIFFENER AS REQUIRED BY DOCUMENTS. 11. FLOOR SYTEM HANGER NAILING: FOR THA-218-2 (10D X 1 1/2'' LONG) FOR MIT416 (10D X 1 1/2'' LONG) NAILS. PLACE NAILS IN ALL HOLES. FOR FLOOR JOIST HEADERS USE TOP FLANGE HANGERS WITH (10D X 3'' LONG COMMON NAILS). SIMPSON STRONG TIE H2.5 HURRICANE TIES (2) AT EACH END INSIDE WALL PLATE TO FLOOR SYSTEM TO WALL CONNECTION N.T.S. 1 A1.10 TJI OR OPEN WEB ENG. FLOOR TRUSS OPT. LSTA- 36 STRAP STUD TO TRUSS TO STUD Exterior Wall Continuous Connection2 A1.10 N.T.S. 15/32'' or 7/16'' or 19/32'' Ext. Shearwall Sheathing SIMPSON STRONG TIE Coil Strap CS52 SIMPSON STRONG TIE LSTA-36 for Floor Truss Use ENG FLOOR TRUSS TJI- JOIST FLOOR TRUSSES @ 16'' O.C. 16'' APPLY BLOCKING OR STIFFINERS3 1/2'' TOP CHORD 3/4'' PLYWD SUB FLOORING 2X4'' or 6'' BRG. PLT. FLOOR JOIST INSULATION 2X6 CONNECTION BAND TRUSS TO TRUSS. 5/8'' EXT. PLYWD SHEERWALL SHEATHNG 5/8'' DRYWALL CEILING 3 A1.10 WOOD FLOOR TRUSS SYSTEM 2'' = 1'-0'' 2 -5/16 " X 16" TJI FLOOR JOIST @ 12''/16" O.C. or 3 1/2''x 16'' ENG FLOOR TRUSS @ 12'' /16'' O.C. 1" X 16" RIM JOIST 5/8" EXTERIOR SHEATHING5/8" DRYWALL CEILING RIM JOIST INSULATION 3/4" T & G PLYWOOD FLOORING PRE ENGINEERED TRUSS FLOOR SYSTEM - 16" O.C. w/ 1/2' TYPE GYP. CEILING 5 A1.10 THIS IS A PERSPECTIVE OVERVIEW OF THE PRE- ENGINEERED TYPE FLOOR SYSTEMS APPROVED FOR USE BY THE ENGINEER OF RECORD. SHOWN FOR THE USE OF 3-D ARCHITECTURAL PURPOSES AND NOT THAT OF THE ACTUAL MANUFACTURER'S FINAL DESIGNED FLOOR SYSTEM PER THE ENGINEERED DOCUMENTS SUBMITTED TO THE BUILDING OFFICIALS - PLEASE REFER ALL INSTALLED FLOOR SYSTEM MEMBERS TO THE INFORMATION PROVIDED BY TRUSS MANUFACTURER'S DOCUMENTATION AND NOT THAT OF THESE PLANS AS FINAL INSTALLED INFORMATION. BEAM SIMPSON STRONG TIE THA - 218-2 ADJUSTABLE TRUSS/I-JOIST HANGER FASTENED WITH : (6) 0.162 X 3 1/2'' NAILS, AND (6) 0.148 X 3'' NAILS. TOP FLANGE MINIMUM OF 2 1/2" OF TOP FLANGE MATERIAL FOR MIN. NAILING CONFIGURATION THA -218-2 WALL SUPPORT USE WITH 2 OR 3 PLY BEAMS 4 A1.10 N.T.S. WOOD BEAM FLOOR TRUSS/I-JOIST HANGERS D/W D/W REF. UP DN FTR-8 FTR-0 FTR-0 FTR-0 FTR-8 FTR-2 FTR-1 FTR-1 FTR-1 FTR-1 FTR-1 FTR-9 FTR-9 FTR-9 FTR-9 FTR-9 FTR-1FTR-3 FTR-3 FTR-3 FTR-3 FTR-3 FTR-3 FTR-3 FTR-3 FTR-7 FTR-7 FTR-7 FTR-7 FTR-7 FTR-3 FTR-3 FTR-3 FTR-3 FTR-3 FTR-3 FTR-3 FTR-3 FTR-3 FTR-3 FTR-3 FTR-3 FTR-3 FTR-3 FT R - 4 FTR-5 FTR-5 FTR-5 FTR-5 FTR-5 FTR-5 FTR-5FTR-5 FT R - 6 FT R - 6 FT R - 6 FT R - 6 FT R - 6 FT R - 6 FT R - 6 FT R - 6 FT R - 6 FT R - 6 ZERO ENTRY @ SHOWER 10' 5'' T.O.B. 10 ' 5 ' ' T. O . B . 10' 5'' T.O.B. 2x6 WALL 2x6 WALL 2x6 W L 10' -1 1 /8'' 2x6 WALL 2x6 WALL 2x4 EXISTING WL 2x 4 @ 4 0 ' ' H G T EX I S T I N G W L 2x4 EXISTING WL 2x6 WALL 2x6 W L 10' -1 1 /8'' 2x6 WL 10' -1 1/8'' 10' 5'' T.O.B. 2x6 W L 10' -1 1 /8'' 2x4 W L 10' -1 1 /8'' 2x 6 W L 10 ' - 1 1 / 8 ' ' 2x6 W L 12' -1 1 /8'' 2x4 W L 12' -1 1 /8'' 2x4 W L 12' -1 1 /8'' 2x 4 W L 10 ' - 1 1 / 8 ' ' 3 PLY PORCH BEAM 10' -5 3 P L Y 1 . 7 8 ' ' x 1 6 ' ' L V L B E A M 4 P L Y 1 . 7 8 ' ' x 1 6 ' ' L V L B E A M 4 PLY 1.78'' x 16'' LVL BEAM - UNDER WALL SECTION DBL FLR TR @ WALL SEC DBL FLR TR @ WALL SEC SHOWN AS 3 1/2'' x 16'' DEEP PRE- ENGINEERED OPEN WEB FLR. TRUSSES SHOWN @ MIN 12'' O.C. / 16'' O.C. TYPICAL THRU-OUT THIS SUPPORT LEVEL OF SECOND FLOOR ABOVE - ALL FLOOR TRUSSES ARE TO BE VERIFIED BY THE MANUFACTURERS ENGINEERING DOCUMENTS SUPPLIED TO PERMITTING DEPT AS FINAL INSTALLED MATERIALS. BUILDER TO USE 1/2'' EXT. SHEAR WALL SHEATHING OVER THE EXTERIOR EXPOSED JOIST OPEN ENDS TYP. THRU-OUT - USE STRAPPING DETAIL FOR CONTINUOUS STRAPPING CONNECTION REQUIRED STUD TO FLOOR SYSTEM TO FOUNDATION. DOUBLE JOIST WHERE WALL SITS ABOVE. SHOWN AS 3 1/2'' x 16'' DEEP PRE- ENGINEERED OPEN WEB FLR. TRUSSES SHOWN @ MIN 12'' O.C. / 16'' O.C. TYPICAL THRU-OUT THIS SUPPORT LEVEL OF SECOND FLOOR ABOVE - ALL FLOOR TRUSSES ARE TO BE VERIFIED BY THE MANUFACTURERS ENGINEERING DOCUMENTS SUPPLIED TO PERMITTING DEPT AS FINAL INSTALLED MATERIALS. BUILDER TO USE 1/2'' EXT. SHEAR WALL SHEATHING OVER THE EXTERIOR EXPOSED JOIST OPEN ENDS TYP. THRU-OUT - USE STRAPPING DETAIL FOR CONTINUOUS STRAPPING CONNECTION REQUIRED STUD TO FLOOR SYSTEM TO FOUNDATION. DOUBLE JOIST WHERE WALL SITS ABOVE. 1 A1.10 2 A1.10 1 A1.10 1 A1.10 4 A1.10 4 A1.10 1 A1.10 1 A1.10 1 A1.10 1 A1.10 1 A1.10 1 A1.10 1 A1.10 5 A1.10 5 A1.10 5 A1.10 5 A1.10 5 A1.10 5 A1.10 EXISTING 2X8'' FLOOR JOIST @ 12'' O.C. EXISTING 2X8'' FLOOR JOIST @ 12'' O.C. EXISTING 2X8'' FLOOR JOIST @ 12'' O.C. EXISTING 2X8'' FLOOR JOIST @ 12'' O.C. FIRST FLOOR FLOOR SYSTEM SHALL REMAIN AS IS UNDISTURBED - KEEP AS EXISTING 2X8'' FLOOR JOIST @ 12'' O.C. EN D O F E X I S T I N G H O U S E NE W H O U S E F L O O R S Y S T E M NEW 2x12'' JOIST (2X8'' USED @ 4'' RECESSED SHOWER PAN POURED CONC POURED CONC POURED CONC FI R S T F L O O R F L O O R S Y S T E M T H I S A R E A S H A L L B E M I N 2 x 1 2 ' ' J O I S T @ 1 2 ' ' O . C . OV E R B A S M E N T S T O R A G E R O O M A R E A B E L O W - S E E F O U N D A T I O N P L A N PRINT DATES FINAL PRINT - 12/09/25 DESIGN DRAWN BY Kirk A. ThomasKirk A. ThomasKirk A. ThomasKirk A. Thomas To t h e b e s t o f m y k n o w l e d g e t h e s e p l a n s a r e d r a w n t o c o m p l y w i t h t h e c o d e r e q u i r e m e n t s f o r th e i r i n t e n d e d u s e b y o w n e r ' s a n d / o r b u i l d e r ' s s p e c i f i c a t i o n s , a n y c h a n g e s m a d e o n o r t o t h e m af t e r p r i n t s a r e s e a l e d w i l l b e d o n e a t t h e o w n e r ' s a n d / o r b u i l d e r ' s e x p e n c e a n d r e s p o n s i b i l i t y . Th e c o n t r a c t o r s h a l l v e r i f y a l l d i m e n s i o n s a n d e n c l o s e d d e t a i l d r a w i n g s . R e f e r I n s t a l l a t i o n o f a l l ma t e r i a l s t o m a n u f a c t u r e s a n d c o d e r e q u i r m e n t s f o r e a c h i t e m s a t t a c h m e n t t o t h e s t r u c t u r e re q u a r d l e s s o f d e t a i l s h o w n . D e t a i l s a r e n o t s p e c i f i c t o s t r u c t u r e d r a w n , d e t a i l s a r e d r a w n a s pe r s p e c t i v e c u t a w a y v i e w s a n d i n n o w a y s h o w m a t e r i a l i t e m s a s f i n i s h e d i n s t a l l e d re p r e s e n t a t i o n . k . a . t . D e s i g n s I n c . i s n o t l i a b l e f o r e r r o r s b a s e d u p o n p e r s o n a l i n t e r p r e t a t i o n of a n y d e t a i l , t e x t i t e m , o r s y m b o l u s e d i n t h e c r e a t i o n o f t h e s e d o c u m e n t s . W h i l e e v e r y e f f o r t ha s b e e n m a d e i n t h e p r e p a r a t i o n o f t h i s p l a n t o a v o i d m i s t a k e s , t h e m a k e r c a n n o t g u a r a n t e e ag a i n s t h u m a n e r r o r . T h e L i c . C o n t r a c t o r / O w n e r s o f t h e p r o j e c t m u s t c h e c k a l l d i m e n s i o n s a n d de t a i l s p r i o r t o c o n s t r u c t i o n a n d b e s o l e l y r e s p o n s i b l e u p o n i s s u e d p e r m i t . A l l i n f o r m a t i o n co n t a i n e d w i t h i n t h e s e p l a n s i s s u b j e c t t o c h a n g e b a s e o n c o d e r e q u i r e m e n t s a n d p e r m i t t i n g ju r i s d i c t i o n I n t e r p r e t a t i o n . Page #Page #Page #Page # PL A N S C A L E : BA S E @ 1 / 4 " = 1 ' - 0 ' ' U. O . N . S C A L E M A Y V A R Y P E R P L A N OR P E R D E T A I L ( N O T S P E C I F I C ) Building Code: IRC2018 Design Wind Speed: 130 mph ASD - ASCE 7-10 Design Wind Speed: 160 MPH Ultimate - ASCE 7-16 Req. Glazing & Door Design Pressures (DP's) 50 psf All Doors and Glazing Installed shall be Impact Rated Flood Zone: FIRM - X Finish Floor Elevation: Min. 36'' A.CL.RW. Mean Roof Height: I, L a r r y M . O l i v e r , P . E . , L i c e n s e N o . 1 2 6 7 8 Ce r t i f y t h a t t h e s t r u c t u r a l p o r t i o n s o f t h i s se t o f c o n s t r u c t i o n d o c u m e n t s h a v e b e e n re v i e w e d u n d e r m y r e s p o n s i b l e c h a r g e , de s i n a t e d b y d e s i g n , t o c o m p l y w i t h t h e en g i n e e r i n g r e q u i r e m e n t s o f t h e In t e r n a t i o n a l R e s i d e n t i a l B u i l d i n g C o d e , 20 1 8 L a t e s t E d i t i o n @ 1 3 0 / 1 6 0 - m p h 3 se c g u s t w i n d l o a d r a t i n g . La r r y M . O l i v e r E n t e r p r i s e s I n c . 72 2 8 O a k b r i a r D r i v e S o u t h Mo b i l e , A L . 3 6 6 1 9 PE R M I T J U R I S D I C T I O N : CI T Y O F F A I R H O P E B. F . E . : 1 2 ' ' A . C L . R W FL O O D Z O N E : " X " CO N T R A C T O R : S T E V E J O N E S C O N T R A C T O R PR OJ E C T : R E M O D E L S I N G L E F A M I L Y R E S . CL I E N T : L U C I N D A & C H I P C H A P P E L L E LO C A T I O N : F A I R H O P E , A L . PH Y S I C A L A D D R E S S : 2 1 0 G A Y F E R C T . Base Slab Elev: 24''' A.F.G. (Varies) FINAL REVIEW - 12/04/25 PRELIM. REVIEW -09/16/25 PRELIM. REVIEW - 11/04/25 PRELIM. REVIEW - 10/07/25 PRELIM. REVIEW -09/17/25 c 2 0 2 5 C O P Y R I G H T B Y K . A . T . D e s i g n s I n c . T h e s e d r a w i n g s a r e N O T T O B E re p r o d u c e d o r c o p i e d i n a n y f o r m w h a t s o e v e r w i t h o u t t h e w r i t t e n pe r m i s s i o n o f K . A . T . D e s i g n s I n c . - A N Y D U P L I C A T I O N I S P R O H I B I T E D A N D PU N I S H A B L E U N D E R F E D E R A L L A W . T h e p u r c h a s e r h a s t h e r i g h t t o O N E US E f o r p e r m i t t i n g p u r p o s e s , a n y f u t u r e u s e o f t h e p l a n , i d e a s , e l e v a t i o n s , co n t e n t s , o r c h a n g e s t o d e s i g n a r e t h e p r o p e r t y o f K . A . T . D e s i g n s I n c . AN D M U S T B E A U T H O R I Z E D B Y K . A . T . D e s i g n s I n c . A N Y U N A T H O R I Z E D U S E WI L L B E P U N I S H A B L E U N D E R F E D E R A L C O P Y R I G H T L A W S . FL O O R T R U S S P L A N L A Y O U T F O R 2N D F L O O R P L A N S U P P O R T w / OV E R V I E W , N O T E S & D E T A I L S A 1.10A 1.10A 1.10A 1.10 FLOOR SYSTEM FRAMING OVERVIEW - SCALE 1/8'' = 1'-0'' FLOOR SYSTEM FRAMING - SCALE 1/4'' = 1'-0'' Page 29 of 63 NO. 8 12 12LTP4 A35 - A35F A34 SIMPSON MODEL NO. 8d x 1 1/2" 8d x 1 1/2" 8d x 1 1/2" FASTENERS N.T.S. SHEAR TRANSFER DETAIL 33 A1.5N.T.S. SHEAR TRANSFER DETAIL 11 A1.5 SHEATHING PER PLAN FULL LENGTH 8d COMMON NAILS THROUGH PLYWOOD. SIMPSON STRONG TIE A34 OR A35 AS SPECIFIED STUDS PER PLAN DBL TOP PLATE FIELD NAILING PER PLAN 2x BLK'G OR RIM JOIST LPT4 MAY BE INSTALLED NAILING TYP. EDGE RIM JOIST BLK'G OR BOUNDARY NAILING PER PLAN TRANSFER DETAILS TO BE USED WHERE BLOCKING OF FLOORS JOIST OR CEILING JOIST ENDS EXPOSED AT EXTERIOR WALLS PER PLAN PLATE DBL TOP STUDS N.T.S. SHEAR TRANSFER DETAIL 22 A1.5 SIMPSON STRONG TIE A35F OR LTP4 AS SPECIFIED IRC 2018- R802.3.1 - Ceiling joist and rafter connections. Ceiling joists and rafters shall be nailed/screwed to each other in accordance with Table R802.5.1(9), and the rafter shall be nailed/screwed to the top wall plate in accordance with Table R602.3(1). Ceiling joists shall be continuous or securely joined in accordance with Table R802.5.1(9) where they meet over interior partitions and are nailed/screwed to adjacent rafters to provide a continuous tie across the building when such joists are parallel to the rafters. D/W D/W REF. UP DN 10' 5'' T.O.B. 10 ' 5 ' ' T. O . B . 10' 5'' T.O.B. 2x6 WALL 2x6 WALL 2x6 W L 10' -1 1 / 8 ' ' 2x6 WALL 2x6 WALL 2x4 EXISTING WL 2x 4 @ 4 0 ' ' H G T EX I S T I N G W L 2x4 EXISTING WL 2x6 WALL 2x6 W L 10' -1 1 / 8 ' ' 2x6 WL 10' -1 1/8'' 10' 5'' T.O.B. 2x6 W L 10' -1 1 / 8 ' ' 2x4 W L 10' - 1 1 / 8 ' ' 2x 6 W L 10 ' - 1 1 / 8 ' ' 2x6 W L 12' -1 1 / 8 ' ' 2x4 W L 12' -1 1 / 8 ' ' 2x4 W L 12' -1 1 / 8 ' ' 2x 4 W L 10 ' - 1 1 / 8 ' ' 3 PLY PORCH BEAM 10' -5 3 P L Y 1 . 7 8 ' ' x 1 6 ' ' L V L B E A M SI T S O N T O P O F 1 0 ' B A S E W A L L @ E N D S 4 P L Y 1 . 7 8 ' ' x 1 6 ' ' L V L B E A M AT O P 1 0 ' W A L L S E C T I O N S @ E N D S 2x6'' CEILING JOIST @ 16'' O.C. 2x6'' CEILING JOIST @ 16'' O.C. 2x6'' CEILING JOIST @ 16'' O.C. 2x6'' CEILING JOIST @ 16'' O.C. 2x6'' CEILING JOIST @ 16'' O.C. 2x6'' CEILING JOIST @ 16'' O.C. 2x6'' CEILING JOIST @ 16'' O.C. 2x8'' CEILING JOIST @ 16'' O.C. 2x8'' CEILING JOIST @ 16'' O.C. 2x 6 ' ' C E I L I N G J O I S T @ 1 6 ' ' O . C . 2x6'' CEILING JOIST @ 16'' O.C. ATTACHED TO LVL w/ LUS 26 HGR DBL. BEAMS NOT CONNTECTED 2 PLY 1.78'' x 16'' LVL BEAM 2 PLY 1.78'' x 16'' LVL BEAM FLOOR TRUSSES THIS AREA FLOOR TRUSSES THIS AREA FLOOR TRUSSES THIS AREA FLOOR TRUSSES THIS AREA FLOOR TRUSSES THIS AREA FLOOR TRUSSES THIS AREA 1,2,3,4 A1.11 1,2,3,4 A1.11 5 A1.11 1,2,3,4 A1.11 5 A1.11 1,2,3,4 A1.11 5 A1.11 5 A1.11 1,2,3,4 A1.11 6 A1.11 1,2,3,4 A1.115 A1.11 5 A1.11 5 A1.11 5 A1.11 5 A1.11 5 A1.11 1,2,3,4 A1.11 1,2,3,4 A1.11 5 A1.11 5 A1.11 1,2,3,4 A1.11 1,2,3,4 A1.11 5 A1.11 1,2,3,4 A1.11 6 A1.11 2x8'' CEILING JOIST @ 16'' O.C. ATTACHED TO LVL w/ LUS 28 HGR FLOOR TRUSSES THIS AREA CEILING JOIST & RAFTER TIE TO TOP PLATE SIMPSON H10 AS SPECIFIED 2x TOP PLATES RAFTER(S) PER RAFTER & &DC DCBA CEILING JOIST PER PLAN SHEATHING H2.5Z OR HS24 SIMPSON 2 @ H2.5, PLAN (2x MIN) NOTE: BLOCKING BETWEEN RAFTERS AND ADDITIONAL SHEAR TRANSFER NOT SHOWN FOR CLARITY. SEE APPLICABLE DETAILS AS REQUIRED. ALTERNATE USE CONNECTION (SEE CHART PAGE A1.7) N.T.S. PIECE SIMPSON H2.5 H2.5Z H10 H10, H10R MARK DETAIL A B C D 6-10d 6-16d x 2 1/2 8-8d x 1 1/2 6-8d x 1 1/2 FASTENERS - NAILS 4-8d 8-8d x 1 1/2 6-16d x 2 1/2 6-10d RAFTER TOP PLATE HS24E 8-8d2-8d SLANT 4 A1.11 H2.5 or H2.5T H2.5Z Clg. Joist Connections to Wood Top Plates N.T.S. see alternate methods 5 A1.11 BEAM 2x JOIST LUS26 LUS28 16'' LUS210 Simpson Strong-Tie LUS Hangers FASTERNERS:USE 6 @ 10d NAILS TO ACHEIVE MIN UPLIFT = 930 #, 16d NAILS MAX UPLIFT= 1115# 6 A1.11 DN REF. UP 8' 1 ' ' W A L L H G T A T T H I S S I D E 8'1 ' ' W A L L H G T A T T H I S A R E A LI N E O F 8 ' V A L L E Y A R E A LI N E O F 8 ' C E I L I N G LI N E O F 8 ' C E I L I N G 8' B A S E H G T 9' CENTER HGT 8' - CLG HGT 8' - CLG HGT LINE OF 8' VALLY AREA CE I L I N G S L O P E S WI T H S T A I R S LIN CAB 30'' SINK BASE 3x5 TILE SHWR 15'' DR STK 15'' DR STK 60'' VANITY 36 ' ' K . W . S U P @ E X T . B R G . 36 ' ' K . W . S U P @ E X T . B R G . 60 ' ' K . W . S U P @ I N T . B R G . 60 ' ' K . W . S U P @ I N T . B R G . SLOPE TO 8'SLOPE TO 8' SLOPE TO 8'SLOPE TO 8' SLOPE SLOPE 8' - CLG HGT 2x6 CEILING JOIST @ 16'' O.C. RO O F R A F T E R S A R E CE I L I N G J O I S T T H I S A R E A RO O F R A F T E R S A R E CEI L I N G J O I S T T H I S A R E A RO O F R A F T E R S AR E C E I L I N G JO I S T T H I S A R E A 2 P L Y 1 . 7 8 ' ' x 1 1 . 7 8 ' ' L V L B E A M AT O P W A L L S E C T I O N S @ E N D S 2 P L Y 1 . 7 8 ' ' x 1 1 . 7 8 ' ' L V L B E A M AT O P W A L L S E C T I O N S @ E N D S 2 P L Y 1 . 7 8 ' ' x 1 1 . 7 8 ' ' L V L B E A M AT O P W A L L S E C T I O N S @ E N D S 2x8 CEILING JOIST @ 16'' O.C. 2x6 CEILING JOIST @ 16'' O.C. th i s s i d e s l i g h t s l o p e t o 8 ' c l g h g t . 3 PLY 1.78'' x 11.78'' LVL BEAM - ATOP WALL SECTIONS @ ENDS w/1/2'' FLITCH PLT 2X4 FILLERS @ 24'' O.C. 2X4 FILLERS @ 24'' O.C. 2X 4 F I L L E R S @ 2 4 ' ' O . C . 2X 4 F I L L E R S @ 2 4 ' ' O . C . 3 PLY 1.78'' x 11.78'' LVL BEAM - ATOP WALL SECTIONS @ ENDS w/1/2'' FLITCH PLT 1,2,3,4 A1.11 5 A1.11 5 A1.11 1,2,3,4 A1.11 6 A1.11 LUS JOIST HGR 6 A1.11 6 A1.11 5 A1.11 5 A1.11 1,2,3,4 A1.11 8' B A S E H G T 8' BASE HGT 8' BASE HGT 5 A1.11 1,2,3,4 A1.11 1,2,3,4 A1.11 5 A1.11 2X6 CLG JOIST @ 24'' O.C. PRINT DATES FINAL PRINT - 12/09/25 DESIGN DRAWN BY Kirk A. ThomasKirk A. ThomasKirk A. ThomasKirk A. Thomas To t h e b e s t o f m y k n o w l e d g e t h e s e p l a n s a r e d r a w n t o c o m p l y w i t h t h e c o d e r e q u i r e m e n t s f o r th e i r i n t e n d e d u s e b y o w n e r ' s a n d / o r b u i l d e r ' s s p e c i f i c a t i o n s , a n y c h a n g e s m a d e o n o r t o t h e m af t e r p r i n t s a r e s e a l e d w i l l b e d o n e a t t h e o w n e r ' s a n d / o r b u i l d e r ' s e x p e n c e a n d r e s p o n s i b i l i t y . Th e c o n t r a c t o r s h a l l v e r i f y a l l d i m e n s i o n s a n d e n c l o s e d d e t a i l d r a w i n g s . R e f e r I n s t a l l a t i o n o f a l l ma t e r i a l s t o m a n u f a c t u r e s a n d c o d e r e q u i r m e n t s f o r e a c h i t e m s a t t a c h m e n t t o t h e s t r u c t u r e re q u a r d l e s s o f d e t a i l s h o w n . D e t a i l s a r e n o t s p e c i f i c t o s t r u c t u r e d r a w n , d e t a i l s a r e d r a w n a s pe r s p e c t i v e c u t a w a y v i e w s a n d i n n o w a y s h o w m a t e r i a l i t e m s a s f i n i s h e d i n s t a l l e d re p r e s e n t a t i o n . k . a . t . D e s i g n s I n c . i s n o t l i a b l e f o r e r r o r s b a s e d u p o n p e r s o n a l i n t e r p r e t a t i o n of a n y d e t a i l , t e x t i t e m , o r s y m b o l u s e d i n t h e c r e a t i o n o f t h e s e d o c u m e n t s . W h i l e e v e r y e f f o r t ha s b e e n m a d e i n t h e p r e p a r a t i o n o f t h i s p l a n t o a v o i d m i s t a k e s , t h e m a k e r c a n n o t g u a r a n t e e ag a i n s t h u m a n e r r o r . T h e L i c . C o n t r a c t o r / O w n e r s o f t h e p r o j e c t m u s t c h e c k a l l d i m e n s i o n s a n d de t a i l s p r i o r t o c o n s t r u c t i o n a n d b e s o l e l y r e s p o n s i b l e u p o n i s s u e d p e r m i t . A l l i n f o r m a t i o n co n t a i n e d w i t h i n t h e s e p l a n s i s s u b j e c t t o c h a n g e b a s e o n c o d e r e q u i r e m e n t s a n d p e r m i t t i n g ju r i s d i c t i o n I n t e r p r e t a t i o n . Page #Page #Page #Page # PL A N S C A L E : BA S E @ 1 / 4 " = 1 ' - 0 ' ' U. O . N . S C A L E M A Y V A R Y P E R P L A N OR P E R D E T A I L ( N O T S P E C I F I C ) Building Code: IRC2018 Design Wind Speed: 130 mph ASD - ASCE 7-10 Design Wind Speed: 160 MPH Ultimate - ASCE 7-16 Req. Glazing & Door Design Pressures (DP's) 50 psf All Doors and Glazing Installed shall be Impact Rated Flood Zone: FIRM - X Finish Floor Elevation: Min. 36'' A.CL.RW. Mean Roof Height: I, L a r r y M . O l i v e r , P . E . , L i c e n s e N o . 1 2 6 7 8 Ce r t i f y t h a t t h e s t r u c t u r a l p o r t i o n s o f t h i s se t o f c o n s t r u c t i o n d o c u m e n t s h a v e b e e n re v i e w e d u n d e r m y r e s p o n s i b l e c h a r g e , de s i n a t e d b y d e s i g n , t o c o m p l y w i t h t h e en g i n e e r i n g r e q u i r e m e n t s o f t h e In t e r n a t i o n a l R e s i d e n t i a l B u i l d i n g C o d e , 20 1 8 L a t e s t E d i t i o n @ 1 3 0 / 1 6 0 - m p h 3 se c g u s t w i n d l o a d r a t i n g . La r r y M . O l i v e r E n t e r p r i s e s I n c . 72 2 8 O a k b r i a r D r i v e S o u t h Mo b i l e , A L . 3 6 6 1 9 PE R M I T J U R I S D I C T I O N : CI T Y O F F A I R H O P E B. F . E . : 1 2 ' ' A . C L . R W FL O O D Z O N E : " X " CO N T R A C T O R : S T E V E J O N E S C O N T R A C T O R PR OJ E C T : R E M O D E L S I N G L E F A M I L Y R E S . CL I E N T : L U C I N D A & C H I P C H A P P E L L E LO C A T I O N : F A I R H O P E , A L . PH Y S I C A L A D D R E S S : 2 1 0 G A Y F E R C T . Base Slab Elev: 24''' A.F.G. (Varies) FINAL REVIEW - 12/04/25 PRELIM. REVIEW -09/16/25 PRELIM. REVIEW - 11/04/25 PRELIM. REVIEW - 10/07/25 PRELIM. REVIEW -09/17/25 c 2 0 2 5 C O P Y R I G H T B Y K . A . T . D e s i g n s I n c . T h e s e d r a w i n g s a r e N O T T O B E re p r o d u c e d o r c o p i e d i n a n y f o r m w h a t s o e v e r w i t h o u t t h e w r i t t e n pe r m i s s i o n o f K . A . T . D e s i g n s I n c . - A N Y D U P L I C A T I O N I S P R O H I B I T E D A N D PU N I S H A B L E U N D E R F E D E R A L L A W . T h e p u r c h a s e r h a s t h e r i g h t t o O N E US E f o r p e r m i t t i n g p u r p o s e s , a n y f u t u r e u s e o f t h e p l a n , i d e a s , e l e v a t i o n s , co n t e n t s , o r c h a n g e s t o d e s i g n a r e t h e p r o p e r t y o f K . A . T . D e s i g n s I n c . AN D M U S T B E A U T H O R I Z E D B Y K . A . T . D e s i g n s I n c . A N Y U N A T H O R I Z E D U S E WI L L B E P U N I S H A B L E U N D E R F E D E R A L C O P Y R I G H T L A W S . CO N V E N T I O N A L F R A M E D C E I L I N G JO I S T P L A N w / N O T E S & D E T A I L S A 1.11A 1.11A 1.11A 1.11 1ST FLR. CEILING JOIST FRAMING OVERVIEW - SCALE 1/8'' = 1'-0'' 2ND FLR. CEILING JOIST FRAMING OVERVIEW - SCALE 3/16'' = 1'-0'' 1ST FLR. CEILING JOIST FRAMING PLAN - SCALE 1/4'' = 1'-0'' 2nd FLR. CEILING JOIST FRAMING PLAN - SCALE 1/4'' = 1'-0'' Page 30 of 63 SIMPSON STRONG TIE H10 HURRICANE TIE FASTENED WITH (18) STRONG -DRIVE SDS HEAVY - DUTY CONNECTOR SCREWS 2'' = 1'-0'' RAFTER TO TOP PLATE CON. SP1 - Stud to Top Plt H2.5 Ceiling Joist to Top Plt H2.5 Stud to Top Plt optional use items shown 1 A1.12 1' - 8 " Ridge Beam As Specified 16d @ 6" O.C. ROOF RAFTER COLAR TIE FRAMING CON. 19/32" Min. APA Roof Sheathing Sheathing over Peel & Stick weather proof membrane 2x6" or 8'' Rafter @ 16'' O.C. 2x6" COLLAR TIE @ EA RAFTER OPT. 1/2'' PLY WD. GUSSET @ EA RAFTER N.T.S. 2 A1.12 2x6" or 8'' Rafter @ 16'' O.C. see specific rafters as per plan SIMPSON STRONG TIE RBC FASTENED WITH (12) 0.148'' X 1-1/2'' NAILS @ 16'' O.C. BLOCKING JOIST OR RAFTER PER PLAN DBL TOP PLATE 2x STUDS PLY WD/ OSB SHEATHING - SEE NAILING SCHEDULE RAFTER or TRUSS @ 24'' O.C. ROOF BOUNDARY CLIP DETAIL6 A1.12 N.T.S. H10 H8One H2.5A Two H2.5A SDWC Narrow Face ofStud-to-Top Plate Connection (This application requires SDWC15600) H8 SP4 MTS12 (LTS, HTS similar) High Wind hold downs: Rafter - Clg. Joist connections shown . They shall be installed on the same side of the wall as plate-to-stud connectors. Rafter & Stud to Top Plate Con. N.T.S. 3 A1.12 This detail gives the builder the option to use one of the shown connections on either the rafter or ceiling joist, to top plate, not both on one framing member. 4 A1.12 1 1/2'' = 1'-0'' 45 MAX. 2" X 4" NAILER w/2-16d RS NAILS AT 12" O.C. DOUBLE 2" X TOP PLATE 2" X BLOCKING 2" X STUD WALL FRAMING @ 16" O.C. GABLE END BRACING DETAIL 8d RS @ 3" O.C.2" X 4" @ EA. GABLE VERTICAL > 4'-0" IN HEIGHT (NAILED w/ 8d RS NAILS @ 6" O.C.-3'' O.C. ANCHOR @ PLATE w/ H2.5 CLIP) GABLE END (7/16 OSB) NORBOARD WINDSTORM SHEATHING TOP OF RAFTER TO BASE PLATE @ SLAB 2' MIN. TO SPLICE 1/2" DRYWALL CEILING w/1 1/4'' DRYWALL SCREWS AT 6" O.C. 2" X 4" BLOCKING @ 4' O.C. TOP AND BOTTOM w/3-16d RS NAILS @ EA. END CONTINUOUS 2" X 4" LATERAL BRACE @ min. 8'-0'' RAFTERS @ 24" O.C. 2" X 4' DIAGONAL BRACING @ min. 8'-0'' w/3-16d RS NAILS Note: ALL SCREWS MIN. 3/4" FROM EDGE VALLEY FRAMING DETAIL SDWC SCREWS @ 6'' O.C. 2x Solid Blocking Roof Roofing: Customer Choice Sheathing: 19/32" Min. Marked for 16" spans. Note No vents in protected area. Block all horozonal panel edges. Gypsun board must be nailed @ 7" O.C.. Fiberboard--1/2" for studs 16" O.C. 2x6'' OR 8'' #2 Rafter INSTALL FLASHING AS REQUIRED N.T.S. 7 A 1.12 2x6'' OR 8'' #2 Rafter Rafter Rafter (2) SDWC15600 overhang 21 21 5 A1.12 SDWC 15600 - RAFTER TO TOP PLATE CON. N.T.S. PROFILE END (2) SDWC15600 DBL TOP PLT Opt use Detail ROOF FRAMING NOTES: ----------------------------------------- 1: APPLY 2x6 COLAR TIES TO ALL 2x6'' & 8'' & 10'' RAFTER FRAMING MEMBERS IN MAIN BODY CENTER STRUCTURE MIN. 24" BELOW RIDGE BEAM TO MAINTAIN PROPER CEILING HGT IN ATTIC RM. @ 8' -1''. #2: APPLY 2x6 COLAR TIES TO ALL RAFTER FRAMING MEMBERS IN ATTIC RM. ROOF STRUCTURE 24" BELOW RIDGE BEAM IN VAULTED PATIO CEILING. #3: APPLY 2x6 PURLINS w/ 2x6 syp VERTICAL SUPPORTS w/ (T -TYPE) BACKERS TO BEARING WALL EVERY 10' O.C. ON SPANS OVER 16' IN LENGTH OF RUN. IF PLATE SUPPORT IS NOT AVAILABLE APPLY (K-TYPE) FRAMING TO LATERIAL FRAMING MEMBER DIRECTIONAL TO NEAREST BEARING WALL SECTION. #4: ALL OUT-LOOKERS TO BE 2x4 SYP MIN. UNLESS NOTED OTHERWISE. #5: ALL RAFTERS TO PLATE CONNECTIONS MUST MAINTAIN STANDARD UPLIFT REQUIRMENTS WITH MIN. (H-10 RAFTER TO TOP PLATE & H2.5 CLIP CEILING JOIST TO TOP PLATE - FILL ALL NAIL HOLES w/ #10 d NAILS or SCREWS AS NOTED IN ALTERNATE CHART.) D/W D/W REF. UP DN 10' 5'' T.O.B. 10 ' 5 ' ' T. O . B . 10' 5'' T.O.B. 2x6 WALL 2x6 WALL 2x6 W L 10' -1 1 / 8 ' ' 2x6 WALL 2x6 WALL 2x4 EXISTING WL 2x 4 @ 4 0 ' ' H G T EX I S T I N G W L 2x4 EXISTING WL 2x6 WALL 2x6 W L 10' -1 1 / 8 ' ' 2x6 WL 10' -1 1/8'' 10' 5'' T.O.B. 2x6 W L 10' -1 1 / 8 ' ' 2x4 W L 10' - 1 1 / 8 ' ' 2x 6 W L 10 ' - 1 1 / 8 ' ' 2x6 W L 12' -1 1 / 8 ' ' 2x4 W L 12' -1 1 / 8 ' ' 2x4 W L 12' -1 1 / 8 ' ' 2x 4 W L 10 ' - 1 1 / 8 ' ' 3 PLY PORCH BEAM 10' -5 2x 1 2 ' ' # 2 R I D G E B E A M 2x 6 ' ' # 2 R A F T E R S @ 16 ' ' O . C . T Y P 2x6'' #2 RAFTERS @ 16'' O.C. TYP CEILINGS THIS FLOOR LEVEL SHALL BE MIN. 10'-1 1/8'' FINISHED CLG. HGT TYP TO TOP OF PLATE - REFER TO BEARING AT EXTERIOR WALLS. (SEE FRAMING VIEWS) ROOF FRAMING PLAN:SHALL BE 2x6'' & 2X8'' #2 RAFTERS @ 16" O.C. TYP THROUGHOUT w/16'' O.H. TYP. T.O. - HIP RIDGE RAFTERS SHALL BE MIN 2x6'' , 10'' & 12'' HIP RIDGE BEAMS - MAIN ROOF PITCH @ 8/12 - REAR GABLE ROOF @ 8/12 PITCH. ALL RAFTERS SHALLL BE ATTACHED TO DBL. TOP PLATE w/MIN SIMPSON H-10 OR EQUIVILANT TYPE CONNECTOR. BRACE PER REQ. SEE DETAIL USE DETAIL (5 A1.12 IN LIEU OF H -10s) APPLY DETAIL (6 -A1.12 TO ALL EXTERIOR WALL SECTIONS TO SHEATHING CONECTIONS WHERE 2 FT KNEE WALL WAS CONSTRUCTED.) 16 ' ' o . h . T y p . A f t e r F i n i s h e d B r i c k - F l u s h H a r d i e S o f f i t m a t e r i a l - i n s t a l l e d p e r 2 0 1 8 I R C r e q . 16 ' ' o . h . T y p . A f t e r F i n i s h e d B r i c k - F l u s h H a r d i e S o f f i t m a t e r i a l - i n s t a l l e d p e r 2 0 1 8 I R C r e q . 16'' o.h. Typ. After Finished Brick - Flush Hardie Soffit material - installed per 2018 IRC req. 16'' o.h. Typ. After Finished Brick - Flush Hardie Soffit material - installed per 2018 IRC req. 16 ' ' o . h . T y p . A f t e r F i n i s h e d B r i c k - F l u s h H a r d i e S o f f i t ma t e r i a l - i n s t a l l e d p e r 2 0 1 8 I R C r e q . 16'' o.h. Typ. After Finished Brick - Flush Hardie Soffit material - installed per 2018 IRC req. 16'' o.h. Typ. After Finished Brick - Flush Hardie Soffit material - installed per 2018 IRC req.12'' o.h. Typ. After Finished Brick - Flush Hardie Soffit material - installed per 2018 IRC req. 2x 8 ' ' # 2 R A F T E R S @ 16 ' ' O . C . T Y P 2x 8 ' ' # 2 R A F T E R S @ 16 ' ' O . C . T Y P 2x8 '' VAL L EY RAFTER 2x8'' HIP R A F T E R 2x6'' RAFTERS @ 16'' O.C. 2x6'' RAFTERS @ 16'' O.C. 2x8'' H I P R A F T E R 2x8'' H I P R A F T E R 2x6 ' ' RAFT E R S @ 1 6 ' ' O.C. 2x6'' HI P RA F T ER 2x6'' HI P RA F T ER 2x6'' RAFTERS @ 16'' O.C. 2x6'' RAFTERS @ 16'' O.C. 2x 8 ' ' R A F T E R S @ 1 6 ' ' O . C . 2x8'' HI P RA F T ER 2x8'' HI P RA F T ER 2x6'' #2 RAFTERS @ 16'' O.C. TYP 2x6'' #2 RAFTERS @ 16'' O.C. TYP 2x6'' #2 R A F TERS @ 16'' O. C . T YP 2x6'' #2 RAFTERS @ 16'' O.C. TYP 2x 1 2 ' ' # 2 R I D G E B E A M 2x8'' VALLEY R A F T ER 2x6'' #2 RAFTERS @ 16'' O.C. TYP 2x12'' #2 RIDGE BEAM 2x8'' HI P RA F T ER 2x8'' #2 RAFTERS @ 16'' O.C. TYP 2x6 '' RA F TER S @ 16'' O.C. 2x8'' # 2 H I P R IDGE RAFT E R 2x8'' HI P RA F T ER 2x 1 0 ' ' # 2 R I D G E B E A M 1-3 A1.12 1-3 A1.12 LTS 20LTS 20 LTS 20 LTS 20 2 A1.12 2 A1.12 2 A1.12 2 A1.12 2 A1.12 2 A1.12 2 A1.12 4 A1.12 1-3 A1.12 1-3 A1.12 1-3 A1.12 1-3 A1.12 7 A1.12 7 A1.12 7 A1.12 7 A1.12 7 A1.12 7 A1.12 7 A1.12 7 A1.12 7 A1.12 7 A1.12 2x6 '' VALLEY RAFT ER 2x6 '' VAL L EY RAFTER 4 A1.12 4 A1.12 4 A1.12 1-3 A1.12 1-3 A1.12 LUS 20 1-3 A1.12 1-3 A1.12 1-3 A1.12 1-3 A1.12 PRINT DATES FINAL PRINT - 12/09/25 DESIGN DRAWN BY Kirk A. ThomasKirk A. ThomasKirk A. ThomasKirk A. Thomas To t h e b e s t o f m y k n o w l e d g e t h e s e p l a n s a r e d r a w n t o c o m p l y w i t h t h e c o d e r e q u i r e m e n t s f o r th e i r i n t e n d e d u s e b y o w n e r ' s a n d / o r b u i l d e r ' s s p e c i f i c a t i o n s , a n y c h a n g e s m a d e o n o r t o t h e m af t e r p r i n t s a r e s e a l e d w i l l b e d o n e a t t h e o w n e r ' s a n d / o r b u i l d e r ' s e x p e n c e a n d r e s p o n s i b i l i t y . Th e c o n t r a c t o r s h a l l v e r i f y a l l d i m e n s i o n s a n d e n c l o s e d d e t a i l d r a w i n g s . R e f e r I n s t a l l a t i o n o f a l l ma t e r i a l s t o m a n u f a c t u r e s a n d c o d e r e q u i r m e n t s f o r e a c h i t e m s a t t a c h m e n t t o t h e s t r u c t u r e re q u a r d l e s s o f d e t a i l s h o w n . D e t a i l s a r e n o t s p e c i f i c t o s t r u c t u r e d r a w n , d e t a i l s a r e d r a w n a s pe r s p e c t i v e c u t a w a y v i e w s a n d i n n o w a y s h o w m a t e r i a l i t e m s a s f i n i s h e d i n s t a l l e d re p r e s e n t a t i o n . k . a . t . D e s i g n s I n c . i s n o t l i a b l e f o r e r r o r s b a s e d u p o n p e r s o n a l i n t e r p r e t a t i o n of a n y d e t a i l , t e x t i t e m , o r s y m b o l u s e d i n t h e c r e a t i o n o f t h e s e d o c u m e n t s . W h i l e e v e r y e f f o r t ha s b e e n m a d e i n t h e p r e p a r a t i o n o f t h i s p l a n t o a v o i d m i s t a k e s , t h e m a k e r c a n n o t g u a r a n t e e ag a i n s t h u m a n e r r o r . T h e L i c . C o n t r a c t o r / O w n e r s o f t h e p r o j e c t m u s t c h e c k a l l d i m e n s i o n s a n d de t a i l s p r i o r t o c o n s t r u c t i o n a n d b e s o l e l y r e s p o n s i b l e u p o n i s s u e d p e r m i t . A l l i n f o r m a t i o n co n t a i n e d w i t h i n t h e s e p l a n s i s s u b j e c t t o c h a n g e b a s e o n c o d e r e q u i r e m e n t s a n d p e r m i t t i n g ju r i s d i c t i o n I n t e r p r e t a t i o n . Page #Page #Page #Page # PL A N S C A L E : BA S E @ 1 / 4 " = 1 ' - 0 ' ' U. O . N . S C A L E M A Y V A R Y P E R P L A N OR P E R D E T A I L ( N O T S P E C I F I C ) Building Code: IRC2018 Design Wind Speed: 130 mph ASD - ASCE 7-10 Design Wind Speed: 160 MPH Ultimate - ASCE 7-16 Req. Glazing & Door Design Pressures (DP's) 50 psf All Doors and Glazing Installed shall be Impact Rated Flood Zone: FIRM - X Finish Floor Elevation: Min. 36'' A.CL.RW. Mean Roof Height: I, L a r r y M . O l i v e r , P . E . , L i c e n s e N o . 1 2 6 7 8 Ce r t i f y t h a t t h e s t r u c t u r a l p o r t i o n s o f t h i s se t o f c o n s t r u c t i o n d o c u m e n t s h a v e b e e n re v i e w e d u n d e r m y r e s p o n s i b l e c h a r g e , de s i n a t e d b y d e s i g n , t o c o m p l y w i t h t h e en g i n e e r i n g r e q u i r e m e n t s o f t h e In t e r n a t i o n a l R e s i d e n t i a l B u i l d i n g C o d e , 20 1 8 L a t e s t E d i t i o n @ 1 3 0 / 1 6 0 - m p h 3 se c g u s t w i n d l o a d r a t i n g . La r r y M . O l i v e r E n t e r p r i s e s I n c . 72 2 8 O a k b r i a r D r i v e S o u t h Mo b i l e , A L . 3 6 6 1 9 PE R M I T J U R I S D I C T I O N : CI T Y O F F A I R H O P E B. F . E . : 1 2 ' ' A . C L . R W FL O O D Z O N E : " X " MEAN ROOF HEIGHT: 17' -10'' CO N T R A C T O R : S T E V E J O N E S C O N T R A C T O R PR O J E C T : R E M O D E L S I N G L E F A M I L Y R E S . CL I E N T : L U C I N D A & C H I P C H A P P E L L E LO C A T I O N : F A I R H O P E , A L . PH Y S I C A L A D D R E S S : 2 1 0 G A Y F E R C T . Base Slab Elev: 24''' A.F.G. (Varies) FINAL REVIEW - 12/04/25 PRELIM. REVIEW -09/16/25 PRELIM. REVIEW - 11/04/25 PRELIM. REVIEW - 10/07/25 PRELIM. REVIEW -09/17/25 c 2 0 2 5 C O P Y R I G H T B Y K . A . T . D e s i g n s I n c . T h e s e d r a w i n g s a r e N O T T O B E re p r o d u c e d o r c o p i e d i n a n y f o r m w h a t s o e v e r w i t h o u t t h e w r i t t e n pe r m i s s i o n o f K . A . T . D e s i g n s I n c . - A N Y D U P L I C A T I O N I S P R O H I B I T E D A N D PU N I S H A B L E U N D E R F E D E R A L L A W . T h e p u r c h a s e r h a s t h e r i g h t t o O N E US E f o r p e r m i t t i n g p u r p o s e s , a n y f u t u r e u s e o f t h e p l a n , i d e a s , e l e v a t i o n s , co n t e n t s , o r c h a n g e s t o d e s i g n a r e t h e p r o p e r t y o f K . A . T . D e s i g n s I n c . AN D M U S T B E A U T H O R I Z E D B Y K . A . T . D e s i g n s I n c . A N Y U N A T H O R I Z E D U S E WI L L B E P U N I S H A B L E U N D E R F E D E R A L C O P Y R I G H T L A W S . CO N V E N T I O N A L F R A M E D R O O F PL A N w / N O T E S & D E T A I L S A 1.12A 1.12A 1.12A 1.12 CONV. ROOF FRAMING PLAN - SCALE 3/16'' = 1'-0'' RIGHT REAR FRAMING OVERVIEW SCALE 1/8'' = 1'-0'' REAR FRAMING OVERVIEW SCALE 1/8'' = 1'-0''ROADSIDE FRAMING OVERVIEW SCALE 1/8'' = 1'-0''Page 31 of 63 D/W D/W REF. UP DN GFCI GFCI GFCI GFCI GFCI GFCI WP GFCI WP GFCI WP DISC DISC IN CLG DISC GFCI DISC IN CLG GFCI IN CLG DISC GFCI R R SD SD SD SD SD SD SD SD SD SD SD SD SD SD M AFCI AFCI AFCI AFCI AFCI TV CD CW AFCI 4 4 F AFCI AFCI GFCI 3 F 4 4 AFCI AFCI AFCI GFCIGFCI AFCI AFCI AFCI 3 AFCI AFCI AFCI G DWDWGD GFCI GFCI GFCI GFCI AFCIAFCI AFCIAFCIAFCI4 3 AFCI AFCI GFCI WP AFCI 4 AFCI F DM 3 F 3AFCI GFCI AFCI AFCI AFCI AFCI AFCI 3 R RAFCI AFCIAFCI AFCI AFCI TV AFCI AFCI AFCI AFCI AFCI AFCI AFCI AFCI AFCI AFCI AFCI AFCI AFCI H CT WO WO AFCI AFCI AFCI AFCI AFCI AFCI 3 GFCI WPFF AFCIAFCI GFCI WP AFCI AFCI AFCI AFCIAFCI AFCI AFCI F 3 M AFCI AFCI F 3 AFCI 4 AFCI AFCI AFCI AFCI G G 4 AFCI AFCI AFCI AFCI AFCI AFCI AFCI GFCI WP TV TV AFCI F AFCI AFCI AFCI DM AFCI3 AFCI3 AFCI DM DB 4 AFCI DM DMAFCI AFCIAFCI FDM AFCI TV AFCI AFCI AFCI TV 3 GFCI WP GFCI WP TV AFCI AFCIAFCI AFCIAFCI FP GFCI WP AFCI R AFCI 36 ' ' H I D D E N CA B AC C E S S BUTLERS PANTRY 66 ' ' V A N I T Y SH W R S E A T 36 ' ' T A L L CA B 36 ' ' T A L L CA B FO L D I N G A R E A HA N G I N G CL O T H E S A R E A UP P E R C A B S 30'' x 60'' ISLAND DRESSER W/ ELEC STYLE OWNERS CHOICE W D 20'' EXTENDED BAR TOP w/ SUPPORTS db l w a l l ov e n s ZERO ENTRY @ SHOWER 24 ' ' S I N K MI C R O BAR SINK DRs SLIDE BACK IN SIDES OF CAB STATIONARY STAIR BY LIFT UP INC. SEE BUILDER FOR SPECS 60 ' ' F R I G / F R E E Z E R BU I L T I N COF FEE BAR IC E 36 ' ' G A S C T . MI R R O R drop zone bench seat temp gls 27 ' ' T A L L LI N C A B TI L E S H O W E R S E A T 48'' SINK BASE 72'' X 36'' FREE STANDING TUB 44 ' ' M K UP V A N I T Y t r a s h dr a w e r t r a s h dr a w e r LANDING 8'-0'' 'VANITY 24'' DRW STK MICRO UPPER WINE CAB 12'' EXTENDED BAR TOP PLUG FOR ELEC CAR CHARGER re l o c a t e d ga s m e t e r re l o c a t e d El e c m e t e r LO W E R C A B - O P E N FO R L D R Y B S K T 27 ' ' T A L L LI N C A B 24'' DRW STK 24'' DRW STK 48'' SINK BASE 8'-0'' 'VANITY 24'' DRW STK EL E C / G A S VE N T L E S S F P AIR COMPRESSOR TA L L C A B 2x2 WALL SUR FRAMED IN REFRIG. SIDES 16 ' ' S H E L V I N G 16'' SHELVING temp gls RAIN HD STAIRS REMOVED FOR CLARITY BATH FIXTURES TO REMAIN AS IS BATH FIXTURES TO REMAIN AS IS 16 ' ' d U P P E R C A B S HO O D V T R 36''d BASE CAB LANDING chandiler AFCI AFCI SW FOR LAMPS SW FOR LAMPS MB C-1 MB C-2 30'' TALL CAB HA N G I N G R O D UC L T LR C-1 LR C-2 1/2 TEMP GLS ABOVE K.W. MB C-3 A/C A/C H2 0 H2 0 ST A I R L T S S W @ B O T H E N D S LOCATE CHAND POS w/ OWNERS DROP PENDANTS DROP PENDANTS UC L T UC L T UCLT UC L T UCLT ELECTIRCAL PANELS P 2 ISL VT P C-3 P C-1 P C-2 HL C-1 PB C-1 30'' VANITY K C-1 K C-2 CUSTOM BUILT INs - SEE OWNERS CUSTOM BUILT INs - SEE OWNERS ER C-1 K C-3 K C-4 HB HB HB HB HB HB HB HB CM CM CM CM CM DN REF. UP GFCI RR SD SD SD SD AFCI AFCI AFCI AFCI AFCI AFCI AFCIAFCI AFCI AFCI AFCI AFCI AFCI AFCI F R AFCI 3 AFCI 3 AFCI 3 AFCI AFCI AFCI AFCI AFCI GFCI AFCI AFCI GFCI GFCI AFCI AFCI FFAFCIAFCIAFCI3 WP AFCI AFCI AFCI BEDROOM #4 GUEST BATH 8' CLG CHIPS OFFICE LOFT / MUSIC STUDIO AREA w/ DBL STEP TRAY CLG TO 9' CTR. CLOSET 8' 1 ' ' W A L L H G T A T T H I S S I D E 8' 1 ' ' W A L L H G T A T T H I S A R E A LI N E O F 8 ' V A L L E Y A R E A LI N E O F 8 ' C E I L I N G LI N E O F 8 ' C E I L I N G 8' BASE HGT 8' B A S E H G T 8' BASE HGT 8' B A S E H G T 8' - CLG HGT 8' - CLG HGT LINE OF 8' VALLY AREA LINE OF 8' VALLY AREA CE I L I N G S L O P E S WI T H S T A I R S LIN CAB 30'' SINK BASE 3x5 TILE SHWR 18 ' ' d e p t h f u t u r e en t e r t a i n m e n t ce n t e r 15'' DR STK 15'' DR STK 60'' VANITY 36 ' ' K . W . S U P @ E X T . B R G . 36 ' ' K . W . S U P @ E X T . B R G . 60 ' ' K . W . S U P @ I N T . B R G . 60 ' ' K . W . S U P @ I N T . B R G . SLOPE TO 8'SLOPE TO 8' SLOPE TO 8'SLOPE TO 8' SLOPE SLOPE 8' 1 ' ' W A L L H G T A T T H I S A R E A 8' CEILING LOFT AREA ELEC PANEL 2F C-1 CM C7/IT GFCI GFCI WP R VTR SD R 43 DM WPFP DISC DB TG GD = PADDLE FAN w/ LIGHT KIT = SMOKE DETECTOR CARBON MONOXIDE = PHONE/INTERNET JACK = RECESSED CAN LIGHT SOFFIT LIGHT & PORCH CANS = CEILING MOUNTED LIGHT FIXTURE = EXHAUST FAN w/ HEAT LAMP-LT = 220 V RECEPTICAL = SWITCHES = 110 V RECEPTICAL NOTE: QUANITIES AND LOCATIONS OF ALL T.V. & TELEPHONE JACKS TO BE DETERMINED BY OWNERS ELECTRICAL LEGEND = ELEC. PANEL BOX = T.V. JACKS = EXTERIOR FLOOD LT w/ SWITCH = 110 V GFCI REC. PROVIDE SEPARATE SWITCHES FAN/LIGHT = CEILING LIGHT/DROP PENDENT = WALL LIGHT BATH RM. SINK TV IT CLOSET BACK LIGHTING48''24'' WALL SCONCE EXT. COACH LT. ELEC PANEL TV CM LED =UNDER CAB LIGHTING = SPECIAL ITEMS = CHANDELIER NOTE ALL ELECTRICAL ITEMS INSTALLED IN THIS STRUCTURE MUST COMPLY WITH NEC 2017 CODES or LATEST ADOPTED LOCAL ELECTRICAL CODE STANDARDS FOR WHICH IT IS PERMITTED IRC-2018. ============================================================ NOTE: OUTLETS IN KITCHEN/BATH WET AREAS SHALL BE GFCI IN ACCORDANCE WITH CODE, ALL ROOMS WILL BE SUPPLIED WITH SMOKE DETECTORS HARD WIRE w/ BATTERY BACK UP. CARBON MONOXIDE DETECTORS INSTALLED IN AREAS WHERE GAS FIRE PLACES ARE WITHIN THE INTERIOR OF A RESIDENCE OR GAS APPLIANCES ARE PRESENT. ALL EXTERIOR LIGHTING TO BE CHOSEN BY OWNERS w/ ELECTRICIAL. CONTRACTOR TO VERIFY PLACEMENT OF LIGHTING IN RELATION TO A NO CONFLICT ZONE FOR ADJACENT HOME OWNERS, WILDLIFE, OR HABITATS. ============================================================= NOTE: ALL ELECTRICAL T.V. / COMPUTER- DSL / & PHONE OUTLETS IN RESIDENCE TO BE INSTALLED IN ACCORDANCE NEC CODE REQ - VERIFY LOCATIONS WITH OWNERS PRIOR TO INSTALLATION. (LOCATE FLOOR OUTLETS WITH OWNERS IF REQ.) OWNER'S MAY CHANGE LIGHTING TYPES, (INT. OR EXT.) ALL LIGHTING SYMBOLS USED ON PLANS ARE GENERAL USE ITEMS AND UNDER NO CIRCUMSTANCE PROMOTES THE USE OF SPECIFIC ITEMS. OWNER HAS COMPLETE CHOICE OF INSTALLED ELECTRICAL ITEMS. PRINT DATES FINAL PRINT - 12/09/25 DESIGN DRAWN BY Kirk A. ThomasKirk A. ThomasKirk A. ThomasKirk A. Thomas To t h e b e s t o f m y k n o w l e d g e t h e s e p l a n s a r e d r a w n t o c o m p l y w i t h t h e c o d e r e q u i r e m e n t s f o r th e i r i n t e n d e d u s e b y o w n e r ' s a n d / o r b u i l d e r ' s s p e c if i c a t i o n s , a n y c h a n g e s m a d e o n o r t o t h e m af t e r p r i n t s a r e s e a l e d w i l l b e d o n e a t t h e o w n e r ' s a n d / o r b u i l d e r ' s e x p e n c e a n d r e s p o n s i b i l i t y . Th e c o n t r a c t o r s h a l l v e r i f y a l l d i m e n s i o n s a n d e n c l os e d d e t a i l d r a w i n g s . R e f e r I n s t a l l a t i o n o f a l l ma t e r i a l s t o m a n u f a c t u r e s a n d c o d e r e q u i r m e n t s f o r ea c h i t e m s a t t a c h m e n t t o t h e s t r u c t u r e re q u a r d l e s s o f d e t a i l s h o w n . D e t a i l s a r e n o t s p e c i fi c t o s t r u c t u r e d r a w n , d e t a i l s a r e d r a w n a s pe r s p e c t i v e c u t a w a y v i e w s a n d i n n o w a y s h o w m a t e r i al i t e m s a s f i n i s h e d i n s t a l l e d re p r e s e n t a t i o n . k . a . t . D e s i g n s I n c . i s n o t l i a b l e f or e r r o r s b a s e d u p o n p e r s o n a l i n t e r p r e t a t i o n of a n y d e t a i l , t e x t i t e m , o r s y m b o l u s e d i n t h e c r e at i o n o f t h e s e d o c u m e n t s . W h i l e e v e r y e f f o r t ha s b e e n m a d e i n t h e p r e p a r a t i o n o f t h i s p l a n t o a v oi d m i s t a k e s , t h e m a k e r c a n n o t g u a r a n t e e ag a i n s t h u m a n e r r o r . T h e L i c . C o n t r a c t o r / O w n e r s o f th e p r o j e c t m u s t c h e c k a l l d i m e n s i o n s a n d de t a i l s p r i o r t o c o n s t r u c t i o n a n d b e s o l e l y r e s p o n s ib l e u p o n i s s u e d p e r m i t . A l l i n f o r m a t i o n co n t a i n e d w i t h i n t h e s e p l a n s i s s u b j e c t t o c h a n g e b as e o n c o d e r e q u i r e m e n t s a n d p e r m i t t i n g ju r i s d i c t i o n I n t e r p r e t a t i o n . Page #Page #Page #Page # PL A N S C A L E : BA S E @ 1 / 4 " = 1 ' - 0 ' ' U. O . N . S C A L E M A Y V A R Y P E R P L A N OR P E R D E T A I L ( N O T S P E C I F I C ) Building Code: IRC2018 Design Wind Speed: 130 mph ASD - ASCE 7-10 Design Wind Speed: 160 MPH Ultimate - ASCE 7-16 Req. Glazing & Door Design Pressures (DP's) 50 psf All Doors and Glazing Installed shall be Impact Rated Flood Zone: FIRM - X Finish Floor Elevation: Min. 36'' A.CL.RW. Mean Roof Height: I, L a r r y M . O l i v e r , P . E . , L i c e n s e N o . 1 2 6 7 8 Ce r t i f y t h a t t h e s t r u c t u r a l p o r t i o n s o f t h i s se t o f c o n s t r u c t i o n d o c u m e n t s h a v e b e e n re v i e w e d u n d e r m y r e s p o n s i b l e c h a r g e , de s i n a t e d b y d e s i g n , t o c o m p l y w i t h t h e en g i n e e r i n g r e q u i r e m e n t s o f t h e In t e r n a t i o n a l R e s i d e n t i a l B u i l d i n g C o d e , 20 1 8 L a t e s t E d i t i o n @ 1 3 0 / 1 6 0 - m p h 3 se c g u s t w i n d l o a d r a t i n g . La r r y M . O l i v e r E n t e r p r i s e s I n c . 72 2 8 O a k b r i a r D r i v e S o u t h Mo b i l e , A L . 3 6 6 1 9 PE R M I T J U R I S D I C T I O N : CI T Y O F F A I R H O P E B. F . E . : 1 2 ' ' A . C L . R W FL O O D Z O N E : " X " 17' - 10'' CO N T R A C T O R : S T E V E J O N E S C O N T R A C T O R PR O J E C T : R E M O D E L S I N G L E F A M I L Y R E S . CL I E N T : L U C I N D A & C H I P C H A P P E L L E LO C A T I O N : F A I R H O P E , A L . PH Y S I C A L A D D R E S S : 2 1 0 G A Y F E R C T . Base Slab Elev: 24''' A.F.G. (Varies) FINAL REVIEW - 12/04/25 PRELIM. REVIEW -09/16/25 PRELIM. REVIEW - 11/04/25 PRELIM. REVIEW - 10/07/25 PRELIM. REVIEW -09/17/25 c 2 0 2 5 C O P Y R I G H T B Y K . A . T . D e s i g n s I n c . T h e s e d r a w i ng s a r e N O T T O B E re p r o d u c e d o r c o p i e d i n a n y f o r m w h a t s o e v e r w i t h o u t t h e w r i t t e n pe r m i s s i o n o f K . A . T . D e s i g n s I n c . - A N Y D U P L I C A T I O N I S P R O H I B I T E D A N D PU N I S H A B L E U N D E R F E D E R A L L A W . T h e p u r c h a s e r h a s t h e ri g h t t o O N E US E f o r p e r m i t t i n g p u r p o s e s , a n y f u t u r e u s e o f t h e pl a n , i d e a s , e l e v a t i o n s , co n t e n t s , o r c h a n g e s t o d e s i g n a r e t h e p r o p e r t y o f K . A . T . D e s i g n s I n c . AN D M U S T B E A U T H O R I Z E D B Y K . A . T . D e s i g n s I n c . A N Y U NA T H O R I Z E D U S E WI L L B E P U N I S H A B L E U N D E R F E D E R A L C O P Y R I G H T L A W S . SECOND FLOOR ELECTRICAL & LIGHTING PLAN - SCALE 1/4'' = 1'-0'' FIRST FLOOR ELECTRICAL & LIGHTING PLAN - SCALE 1/4'' = 1'-0'' 1S T & 2 N D F L O O R P L A N S w / EL E C T R I C A L F I X T U R E S & L I G H T I N G LO C A T I O N S w / E L E C L E G E N D Note: Electrician to prewire all ceiling fans for remote control use. If switch is needed please provide- Additional switch not shown on plans. U.O.N. ELECTRICAL CONTRACTOR TO DO WALK THRU w/ OWNERS PRIOR TO INSTALLATION OF ELECTRICAL MATERIALS, VERIFY LOC OF ALL SWITCHES, TV, PH, OUTLET LOC. A 1.13A 1.13A 1.13A 1.13 Page 32 of 63 2018 ENERGY - HVAC - TESTING, LIGHTING & INSULATION REQ.: =================================== R402.4.1.2 (N1102.4.1.2) Testing (Mandatory). ===================================== The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding 5 air changes per hour. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During Testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weather stripping or other infiltration control measures; 2. Dampers including exhaust, intake, make up air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off and shall be fully open. 6. Supply and return registers, if installed at the time of the test, shall be fully open. 7. HVAC Contractor will be required to provide dampers where Outdoor units are installed and out door air is to be provided to the structure. Piling Homes: Units are to be placed on a platform above the min 10'-0'' parking area and not to protrude over the min property set back requirements. 8. Blower door test is required prior to final inspection. R402.4.5 (N1102.4.5) Recessed lighting. ================================ Recessed luminaries installed in the building thermal envelope shall be installed sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaries shall be IC- rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 L/s) when tested in accordance with ASTM E 283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaries shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. R404.1 (N1104.1) Lighting Equipment (Mandatory) ======================================= Not less than 75 percent of the lamps in permanently installed lighting fixtures at the time of inspection shall be high-efficacy lamps or not less that 75 percent of the permanently installed lighting fixtures shall contain only high efficacy lamps. Spray Foam Insulation v/s Batt Insulation: ================================= Spray foam is an optional use of materials - Plans show a use of Batts or Spray Foam. If Spray foam is used a barrier of 1/2" Gypsum board will be installed where spray foam is to be used @ interior wall separations. All new exterior walls shall have spray foam insulation along with Roof rafter areas in attic. Optional batts may be used in between floor truss to lower ceiling separations. ELECTRICAL NOTES ================== 1. ALL UTILITIES ARE REQUIRED TO BE INSTALLED UNDEGROUND. ALL RACEWAYS UNDERGROUND SHALL BE #14 AWG, EXCLUDING CONTROL WIRING. U.O.N. ALL CONDUCTORS SHALL BE COPPER WITH IHW INSULATION (ROMEX IS ACPT. WHERE CODE ALLOWS.) 2. SEWER CONNECTION AND GRINDER PUMP INSTALLATION MUST BE COMPLETED, INSPECTED AND RELEASED BY THE SEWER DEPT PRIOR TO CONNECTION OF POWER TO STRUCTURE. 3. EMERGENCY EQUIPMENT GFCI OUTLET FOR DISHWASHER TO GO IN INTERIOR CABINET AT SINK. 4. ALL ELECTRICAL WORK SHALL BE IN STRICT ACCORDANCE WITH THE MOST RECENTLY ADOPTED NATIONAL ELECTRICAL CODE AND ALL LOCAL CODES. 5.. PROVIDE INSULATED CEILING KITS FOR RECESSED LIGHTS AT ALL LOCATIONS WHERE INSULATION IS USED. PROVIDE FIXTURES SUITABLE FOR DAMP LOCATIONS AT EXTERIOR LOCATIONS. ALL EXTERIOR FIXTURES SHALL HAVE LENSES. 6. ALL OUTLETS INSTALLED IN BEDROOMS TO BE PROTECTED BY A COMBINATION TYPE OR BRANCH /FEEDER TYPE ARC-FAULT CIRCUIT INTERUPTER TO PROVIDE PROTECTION OF THE ENTIRE BRANCH CIRCUIT. 7. SEE OWNER FOR ALL FIXTURE TYPES AND STYLES: COORDINATE ALL SWITCH LOCATIONS AND REQUIREMENTS WITH OWNER PRIOR TO CONSTRUCTION COORDINATE LOCATION OF ANY SECURITY SYSTEMS WITH OWNER. COORDINATE LOCATION OF ALL PREWIRING (CATV, PHONE, SURROUND SOUND, INTERCOM ETC... WITH OWNER. 8. RECEPTICALES WITHIN 6' OF ALL SINKS SHALL BE GFCI PROTECTED. 9. EXTERIOR RECEPTICALES & LIGHTING FIXTURES SHALL BE GFCI PROTECTED IN WEATHER PROOF ENCLOSURES. 10. SMOKE DETECTOR SHALL BE HARD WIRED WITH BATTERY BACKUP AND INSTALLED AT LOCATIONS AS REQUIRED BY CODE. CARBON MONOXIDE DET. TO BE INSTALLED HARD WIRED TO MAIN PANEL w/ BATTERY BACK UP IN LOCATIONS AS REQ. BY CODE. 11. PREWIRE FOR SEPARATE SWITCHES TO CEILING FAN AND LIGHT . 12. CLOTHES DRYER EXHAUST IS LIMITED TO A DEVELOPED LENGTH OF 35' AND MUST TERMINATE TO THE OUTDOORS. 13. ALL RECEPTICALS SHALL BE LISTED TAMPER RESISTANT UNLESS THE EXCEPTED BY E4002.14. 14. ALL 120V BRANCH CIRCUITS SHALL BE PROTECTED BY A COMBINATION TYPE ARC FAULT CITCUIT INTERRUPTER UNLESS EXCEPTED BY E3902.13 15. A MINIMUM OF TWO GROUNDING ELECTRODES ARE REQUIRED UNLESS THE RESISTANCE IS VERIFIED AS BEING TWENTY FIVE (25) OHMS OR LESS. 16. ALL DIRECTLY EXPOSED METAL CONNECTORS MUST BE STAINLESS STEEL. (REQ. FOR ALL HIGH CORROSIVE ZONES). 17. ELECTRICIAN WILL LOCATE ELECTRICAL PANELS AND WATER HEATERS PER IRC2018 REQUIREMENTS. VERIFY LOCATION DURING 4-WAY INSPECTION. ELECTRICAL CONTRACTOR TO SIZE AND VERIFY ALL SERVICES TO UNITS AND MAIN SERVICES. 18. PER E3906.1 - ONE RECEPTICAL SHALL BE PLACED AT EACH LAVATORY BASIN AS GFCI TYPE. 19. BATHROOMS: EXHAUST FANS SALL BE INSTALLED IN ALL TOILET AREA/ AND TUB/SHOWER AREAS. 20. KITCHEN: SPACING FOR COUNTERTOP RECEPTICALS PER SECTION E 3901.4.1 (NO POINT ALONG WALL MORE THAN 24'' TO A RECEPTICAL, iSLAND AND PENINSULAR COUNTERTOPS 24'' OR GREATER. 21. CONTRACTOR WILL VERIFY LOCATION OF T.V., PHONE, & CAT 7 INTERNET JACKS WITH ELECTRICIAN. 22. H.V.A.C. CONTRACTOR WILL VERIFY & LOCATE DIFFUSERS & RETURNS PER CODE REQ. PROVIDE CERTIFICATION ON DUCT WORK LEAKAGE TESTING. PROVIDE CERTIFICATION ON BLOWER DOOR TESTING. 23. INTERIOR HVAC RETURN UNIT TO BE INSTALLED PER MANUFACTURER IN AREA RECOMENDED BY HVAC CONTRACTOR - PROVIDE DRAIN TO EXT. THROUGH SOFFIT AREA IF INSTALLED IN ATTIC AREAS. 2018 ENERGY CODE COMPLIANCE REQ. ====================================== 1. At the time of rough-in inspection Peel and Seal aluminum backed tape or other approved material shall be applied to all edges of all windows to prevent air exchange. a. All holes on interior and exterior wall top plates shall be sealed. b. All holes and spaces around plumbing pipes, electrical, and mechanical penetrating interior or exterior wall top plates shall be sealed. 2. The contractor or owner contractor shall be responsible for compliance of items a,b,& c below. a. Doors shall be caulked or latex foamed from from the inside between frame and rough opening. b. All holes interior and exterior wall top plates shall be sealed with caulking or expandable foam. c. Space around plumbing pipes penetrating interior or exterior wall top plates shall be sealed with caulking or expandable foam. 3. Builder to comply with 2018 Energy compliance requirements, per submitted documents along with plans see owners for copy. Additional items included in submitted documents will be met by builder during construction of the residence. ====================================================================================== Building cavities shall not be used as ducts or plenums. Programmable thermostat shall be used where the primary system is a forced-air furnace. All supply and return ducts not completely inside the building thermal envelope shall be insulated to a minimum of R - 6. Mechanical system piping (Freon line) capable of carrying fluids above 105ºF or below 55ºF shall be insulated to a minimum of R - 6. Piping insulation shall be protected from damage including environmental damage. A minimum of 75% of lamps in permanently installed lights shall be of high efficacy. All Windows must have a DPI factor of .50 min. and a SHGC Range from 0 -1 and a U Factor Range of 0.20 - 1.20 All Doors must maintain a min. SHGC Range from 0 - 1 and a U Factor Range of 0.00 - 2.00 Attic insulation must be a minimum of R-38.,Wall insulation must be a minimum of R-15., Floor insulation must be a minimum of R-19. All holes on Interior and Exterior wall top plates shall be sealed. All holes and spaces around plumbing pipes, electrical, and mechanical penetrating interior or exterior wall top plates shall be sealed. Dwelling units shall be tested and verified as having an air leakage rate of not exceeding 5 ACH when conducted with a blower door at a pressure of 0.2 inches w.g. or by visual inspection when the items listed above and in Table N1102.4.1.1 are met and field verified. ====================================================================================== INSULATION REQ: *********************** 1. All 6'' exterior walls must achieve a min. R-21 Insuation between cavitys of exterior wall studs where located. or a min R-19 must be achieved with the use of spray foam, fiberglass, blown, or wool batt type insulation installed. 1.a All 4" interior walls must achieve a minimum R-15 Insuation between cavitys of exterior wall studs where located. or a min R-15 must be achieved with the use of spray foam, fiberglass, blown, or wool batt type insulation installed. 2. All attic ceiling areas must achieve a min. R-38 or better foam insuation between cavitys of exterior wall studs where located. or a min R-38 or better must be achieved with the use of fiberglass, blown, wool batt type insulation installed. 3. All vaulted ceilings must achieve a min. R-38 Foam, or blanket insulation-Allow for1/2" min. airspace between underside of sheathing to insulation face, batts must be installed foil down to warm side. 4. All floors must achieve a min. R-19 or better, foam, batts, or foil back insulation between joists. If applicable to plan design. 5. Perimeter concrete walls to be protected with a min. R-6 ridged fiberboard insulation from top of concrete wall to not less than 24" below grade. 6. All exterior doors other than main entry doors, must be insulated to a U= value of 0.20. The main entry door U= value may not exceed 0.54. 7. Heating ducts to be insulated with a min. R-8. 8. Windows shall be required to have a U=0.25 value and U=0.50 for skylights. 9. Flat ceiling shall meet the min. R-38 rating. where applicable within conditiond air space. PLUMBING NOTES: ================ 1. On Demand Water heater - Shall be Either Electric/gas min 50 gal capacity with 4.5 kW. Hot water transfer piping shall be insulated to a min. R-8. 2. Water heater #1 to be installed outside of each left & right elevation walls as shown. Water heater shall be provided with an approved, self closing presure relief valve. Discharge from the relief valve shall be indirectly connected to the drainage system. & attached to wall with strapping as per IRC- 2018 mechanical code req 3. Cold water service to residential structure shall be a 1'' line with a 3/4'' line to each unit. 4. Plumber to install exterior hose bibbs in locations designated per owners request. Each HB shall be 1/2'' non-freeze units. 5. Gas piping systems shall comply with the IRC 2018 applical gas codes. 6. All installation and materials shall comply with applicable codes for the IRC 2018 Pluming code and or Local req. The contractor responsible for construction shall call in for all 4- way inspections. Top out plumbing inspection shall be performed with Electrical, HVAC, and Framing inspection. 7. Shower water valves shall be balanced presure ballanced valves with maximum water temp of 110 degrees. 8. All bath tubs and showers shall be conntected to the drain waste and vent system at time of top out inspection. Exception: Whirlpool and Garden tubs may be installed after top out inspection. The trap servicing the whirlpool and garden tub shall be installed at the time of inspection. Please refer all installation of plumbing fixtures to your Plumbing Contractor, Plumbing plans are not prepared by this firm. Refer all installation requirements to the IBC 2018 Plumbing & Gas Codes latest adopted edition or Local code req. 9 Where quick closing automatic valves (dishwasher/washing machines) are connected to the water system, hammer arresters are required. 10. Water shut off valves shall be installed at each fixture, sillcock,or appliance. 11. Provide a thermal expansion tank on the cold water line with a pressure reducing valve (install per manufactures recomendations) 12. Cleanouts shall be provided in horizontal drains and building sewers at max. 100 foot apart and changes of direction greater than 45 degrees. 13. provide a double backflow device on the water service to each unit. 14. Plumbing contractor shall provide trap seal prime valves for all floor drains and hub drains. Pex supply piping shall be inspected at working water pressure, minimum pressure shall be 50 lbs. 15. Potable water supply at working pressure shall be connected to supply piping at time of inspection. IRC 2018 - PLUMBING NOTES ========================== 1. Pex supply piping shall be inspected at working water pressure, minimum pressure shall be 50 lbs. 2. Potable water supply at working pressure shall be connected to supply piping at time of inspection. 3. Top out plumbing inspection shall be performed with Electrical, HVAC, and Framing inspection. 4. The contractor responsible for construction shall call in for all 4- way inspections. 5. All bath tubs and showers shall be conntected to the drain waste and vent system at time of top out inspection. Exception: Whirlpool and Garden tubs may be installed after top out inspection. The trap servicing the whirlpool and garden tub shall be installed at the time of inspection. ENERGY EFFICIENCY REQUIREMENTS ================================= 1. ALL EXTERIOR JOINTS & CRACKS ARE TO BE CAULKED, GASKETED, WEATHER STRIPPED OR OTHERWISE SEALED. 2. ALL OPENINGS IN THE AIR BARRIER BETWEEN CONDITIONED & UNCONDITIONED SPACE MUST BE SEALED, INCLUDING SEALING BETWEEN WINDOWS/DOORS & THIER ROUGH OPENINGS, THE CONNECTION BETWEEN WALLS & SLABS & THE CONNECTION BETWEEN WALLS & FLOOR OR ROOF SYSTEMS. ALL LIGHTING RECESSED INTO INSULATION SPACE SHALL BE TYPE IC WITH NO PENETRATIONS. 3. EXTERIOR WINDOWS & DOORS SHALL BE RATED TO ALLOW A PENETRATION OF A MAXIMUM 0.3 CFM/SF OF DOOR AREA. ALL GLAZING IN EXTERIOR DOORS AND WINDOWS SHALL BE DOUBLE PANED, & ALL WINDOWS SHALL HAVE A MAXIMUM SOLAR HEAT GAIN COEFFICIENT (SHGC) OF 0.3. EXTERIOR DOORS & WINDOWS SHALL COMPLY WITH THE CRITERIA IN THE ENERGY CALCULATIONS FOR THIS PROJECT WHICH ACCOMPANY THESE DRAWINGS, OR MAY BE COMPLETED BY OTHER AND SUBMITTED FOR APPROVAL. 4.EXHAUST FANS VENTED TO UNCONDITIONED SPACES SHALL HAVE DAMPERS, EXCEPT FOR COMBUSTION DEVISES WITH INTEGRAL EXHAUST DUCTWORK. COMBUSTION SPACE & WATER HEATING SYSTEMS MUST BE PROVIDED WITH OUTSIDE COMBUSTION AIR, EXCEPT FOR DIRECT- VENT APPLIANCES. 5. FOR WATER HEATERS, (IF SHOWN IN DRAWINGS) A CLEARLY MARKED BREAKER (FOR ELECTRICAL MODELS) SHALL BE PROVIDED. OR A CLEARLY MARKED CUT OFF VALVE ( FOR GAS MODELS) SHALL BE PROVIDED.AN EXTERNAL OR BUILT IN HEAT TRAP IS REQUIRED IN ALL WATER HEATERS. INSULATION IS REQUIRED ON HOT WATER PIPES FOR HOT WATER CIRCULATING SYSTEMS ( INCLUDING HEAT RECOVERY UNITS). SHOWER HEADS MUST HAVE FLOW RESTRICTORS THAT REDUCE THE FLOW TO A MAXIMUM OF 2.5 GAL PER MINUTE AT A PRESSURE OF 80 PSI. 6. ALL DUCTS, FITTINGS, MECHANICAL EQUIPMENT & PLENUM CHAMBERS SHALL BE MECHANICALLY ATTACHED, SEALED, INSULATED & INSTALLED IN ACCORDANCE WITH THE 2024 IRC/ 2024 IMC OR 2018 IBC REQUIREMENTS. 7. INSULATION IN THE EXTERIOR ENVELOPE SHALL BE AS FOLLOWS: ROOF: SHALL MEET A MIN OF R-38 RATING AS BATT TYPE OR CLOSED CELL SPRAY FOAM INSULATION. EXTERIOR WALLS: 2X6 - MIN. (R-21) 2X4 MIN. ( R- 13) EXPOSED FLOORS IF REFERENCED IN PLANS - ABOVE CONDITIONED @ MIN. (R-19) OR NON- CONDITIONED SPACES @ MIN. (R- 38). SMOKE ALARMS & CARBON MONOXIDE DETECTORS - PURSUANT TO IRC - 2018 Section (R315 & R314.3) ============================================= SMOKE ALARMS:NFPA72 SMOKE ALARM INSTALLATION AREAS SHALL BE: A.) Single and multiple-station smoke alarms shall be installed in the following locations: 1. Each sleeping room 2. Outside of each sleeping area in the immediate vicinity of the bedrooms. 3. 3 ft horizontally from the door or openingof a bathroomwith a bathtub or shower. 4. One to be installed on each additional story of the dwelling, including habitable Attics, Basements & Cellars but not including crawl spaces or any uninhabitable areas. In dwellings or dwelling units with split levels and without an intervening door between the adjacent levels, a smoke alarm installed on the upper level shall suffice for the adjacent lower level provided that the lower level, is less than one full story below the upper level. B.) Smoke alarms shall be interconnected as indicated in Section R314.3 C.) The power source for smoke alarms and carbon monoxide detectors shall comply with Section R317.2. CARBON MONOXIDE ALARMS: PURSUANT TO IRC 2018 (R315) CARBON MONOXIDE ALARM INSTALLATION AREAS SHALL BE: A. Must be installed outside of each separate sleeping area in the immediate vicinity of bedrooms. B. For new construction, carbon monoxide alarms must be provided in dwelling units that contain: B1 Contain a fuel - fired appliance. B2 Have an attached garage with an opening that communicates with the dwelling unit. C. Any Alterations, Interior Remodels, Repairs or New Additions that require a permit must comply with new construction requirements. THIS STRUCTURE UNDER IRC-2018 SQ FT MIN REQUIREMENTS IS REQUIRED TO HAVE A FIRE SUPRESSION SYSTEM INSTALLED IN RESIDENTIAL STRUCTURES OVER 5000 SQ FT. Foot Vent Below Floor Slope at 1/4"per foot Vent Up in Wall Cleanout High Water Level- Rim of Sink or the counter top Bring Vent Up as High as Possible90 Deg Fitting VentWaste SINK Cleanout "Y" Fitting Waste Below Floor Cleanout ISLAND VENT DETAIL ISL Vt p 2 WASHING MACHINE ROUGH-IN UNIT 2" STAND PIPE 12" x 12" ACCESS PANEL 1-1/2" VENT 2" DRAIN TO SAN. SEWER CLEANOUT 2" P-TRAP HOSE BIBB SUPPLY FITTINGS FINISHED FLOOR COLDHOT AP P R O X . 3 6 " A F F WASHING MACHINE HOOK-UP Electrical Notes: 1. Verify all fixture types and mounting locations with the owner prior to installation of electrical boxes and switches or placing fixtures at rough-in stage. 2. Allow 6" clear for all window and door trim from all wall mounted electrical plates. 3. Maintain N.E.C. minimum clearances in front of all safety switches and panels. 4. Contractor shall verify and coordinate all mounting heights of devices mounted in or above casework with the specific equipment to be used by the Owner. 5. Contractor shall verify all equipment types and locations with the owner and the circuit requirements for all mechanical and kitchen equipment and other appliances, motors,etc. Provide dimmer control slide types as directed by owner. Provide typed directory cards at each panel. 6. Switches and dimmers shall be "rocker type switch with slide type dimmer." 7. Coordinate all metering and service devices with local utilities. 8. Provide and coordinate connections and power for low voltage landscape lighting system and motorized attic vents as may be used by the owner. 7' - 5 " 7'-7"2'-6" 1'-3"2'-6"1'-3" 3' - 0 " 7" 3' - 0 " 2F C-1 10 ' - 1 " HL C-1 3' - 0 " 8" 3' - 6 " 2' - 1 1 " 2'-6"2'-6" 10 ' - 1 " PB C-1 3'-6" 5' - 7 " 4' - 6 " 4' - 7 " 3' - 0 " 2' - 6 " 4' - 7 " 10 ' - 1 " 6'-3"2'-8"3'-6" LR C-1 6' - 7 " 3' - 6 " 3'-0"1'-6"3'-5"1'-6"3'-0" 10 ' - 1 " 3'-0"1'-6"3'-5"1'-6"3'-0" 12'-5" 10 ' - 1 " OPEN AREA LR C-2 2' - 3 " 9" 3' - 7 " 3' - 6 " 2'-3"3'-8"2'-2" 4' - 1 1 " 5' - 2 " 10 ' - 1 " MB C-1 3' - 0 " 7' - 1 " 2'-0"2'-0"4'-0" MB C-3 7' - 1 " 3' - 0 " 2'-0"4'-0"2'-0" MB C-2 3' - 0 " 1' - 6 " 3' - 6 " 2' - 0 " 2'-0" 2'-0"3'-0"3'-1" 10 ' - 1 " P C-1 2'-0"2'-0" 2'-0" 4' - 6 " 1' - 7 " 2' - 4 " 1' - 8 " 10 ' - 1 " P C-2 3'-1"2'-0" 10 ' - 1 " 3' - 0 " 1' - 6 " 3' - 6 " 3' - 0 " 3' - 1 " 1' - 1 1 " 2' - 0 " 2'-4"9"2'-0" P C-3 8" 4' - 0 " 2' - 5 " 1'-3"2'-11"1'-3" 1'-3"2'-11"1'-3" 3' - 0 " 5' - 6 " 1' - 7 " 10 ' - 1 " ER C-1 6' - 8 " 3' - 4 " 8' - 1 " K C-1 HIDDEN ACCESS REFRIG - USE EXISTING 2x2 FRAME SIDES FOR LGR FUTURE REFRIG 9'-5" 3' - 6 " 2'-6"3'-2"3'-1"3'-2" 3' - 0 " 1' - 6 " 3' - 6 " 2' - 1 " 3' - 0 " 1' - 6 " 3' - 6 " 2' - 1 " 1' - 5 " 2' - 4 " 2' - 1 0 " 1' - 5 " 2' - 1 " 10 ' - 1 " HOOD NOT SPECIFIC K C-2 3' - 0 " 1'-0"2'-0"3'-0"2'-0" K C-3 3' - 0 " 3'-9"2'-3"1'-9"1'-3" K C-4 FREEZEPROOF WALL HYDRANT N.T.S. CONNECTION °1°" INLET ° 8 °" WALL FINISHED (IF USED) WALL CLAMP FLANGE WALL BOX INSIDE (BACK) OF WALL HB PRINT DATES FINAL PRINT - 12/09/25 DESIGN DRAWN BY Kirk A. ThomasKirk A. ThomasKirk A. ThomasKirk A. Thomas To t h e b e s t o f m y k n o w l e d g e t h e s e p l a n s a r e d r a w n t o c o m p l y w i t h t h e c o d e r e q u i r e m e n t s f o r th e i r i n t e n d e d u s e b y o w n e r ' s a n d / o r b u i l d e r ' s s p e c if i c a t i o n s , a n y c h a n g e s m a d e o n o r t o t h e m af t e r p r i n t s a r e s e a l e d w i l l b e d o n e a t t h e o w n e r ' s a n d / o r b u i l d e r ' s e x p e n c e a n d r e s p o n s i b i l i t y . Th e c o n t r a c t o r s h a l l v e r i f y a l l d i m e n s i o n s a n d e n c l os e d d e t a i l d r a w i n g s . R e f e r I n s t a l l a t i o n o f a l l ma t e r i a l s t o m a n u f a c t u r e s a n d c o d e r e q u i r m e n t s f o r ea c h i t e m s a t t a c h m e n t t o t h e s t r u c t u r e re q u a r d l e s s o f d e t a i l s h o w n . D e t a i l s a r e n o t s p e c i fi c t o s t r u c t u r e d r a w n , d e t a i l s a r e d r a w n a s pe r s p e c t i v e c u t a w a y v i e w s a n d i n n o w a y s h o w m a t e r i al i t e m s a s f i n i s h e d i n s t a l l e d re p r e s e n t a t i o n . k . a . t . D e s i g n s I n c . i s n o t l i a b l e f or e r r o r s b a s e d u p o n p e r s o n a l i n t e r p r e t a t i o n of a n y d e t a i l , t e x t i t e m , o r s y m b o l u s e d i n t h e c r e at i o n o f t h e s e d o c u m e n t s . W h i l e e v e r y e f f o r t ha s b e e n m a d e i n t h e p r e p a r a t i o n o f t h i s p l a n t o a v oi d m i s t a k e s , t h e m a k e r c a n n o t g u a r a n t e e ag a i n s t h u m a n e r r o r . T h e L i c . C o n t r a c t o r / O w n e r s o f th e p r o j e c t m u s t c h e c k a l l d i m e n s i o n s a n d de t a i l s p r i o r t o c o n s t r u c t i o n a n d b e s o l e l y r e s p o n s ib l e u p o n i s s u e d p e r m i t . A l l i n f o r m a t i o n co n t a i n e d w i t h i n t h e s e p l a n s i s s u b j e c t t o c h a n g e b as e o n c o d e r e q u i r e m e n t s a n d p e r m i t t i n g ju r i s d i c t i o n I n t e r p r e t a t i o n . Page #Page #Page #Page # PL A N S C A L E : BA S E @ 1 / 4 " = 1 ' - 0 ' ' U. O . N . S C A L E M A Y V A R Y P E R P L A N OR P E R D E T A I L ( N O T S P E C I F I C ) Building Code: IRC2018 Design Wind Speed: 130 mph ASD - ASCE 7-10 Design Wind Speed: 160 MPH Ultimate - ASCE 7-16 Req. Glazing & Door Design Pressures (DP's) 50 psf All Doors and Glazing Installed shall be Impact Rated Flood Zone: FIRM - X Finish Floor Elevation: Min. 36'' A.CL.RW. Mean Roof Height: I, L a r r y M . O l i v e r , P . E . , L i c e n s e N o . 1 2 6 7 8 Ce r t i f y t h a t t h e s t r u c t u r a l p o r t i o n s o f t h i s se t o f c o n s t r u c t i o n d o c u m e n t s h a v e b e e n re v i e w e d u n d e r m y r e s p o n s i b l e c h a r g e , de s i n a t e d b y d e s i g n , t o c o m p l y w i t h t h e en g i n e e r i n g r e q u i r e m e n t s o f t h e In t e r n a t i o n a l R e s i d e n t i a l B u i l d i n g C o d e , 20 1 8 L a t e s t E d i t i o n @ 1 3 0 / 1 6 0 - m p h 3 se c g u s t w i n d l o a d r a t i n g . La r r y M . O l i v e r E n t e r p r i s e s I n c . 72 2 8 O a k b r i a r D r i v e S o u t h Mo b i l e , A L . 3 6 6 1 9 PE R M I T J U R I S D I C T I O N : CI T Y O F F A I R H O P E B. F . E . : 1 2 ' ' A . C L . R W FL O O D Z O N E : " X " CO N T R A C T O R : S T E V E J O N E S C O N T R A C T O R PR O J E C T : R E M O D E L S I N G L E F A M I L Y R E S . CL I E N T : L U C I N D A & C H I P C H A P P E L L E LO C A T I O N : F A I R H O P E , A L . PH Y S I C A L A D D R E S S : 2 1 0 G A Y F E R C T . Base Slab Elev: 24''' A.F.G. (Varies) FINAL REVIEW - 12/04/25 PRELIM. REVIEW -09/16/25 PRELIM. REVIEW - 11/04/25 PRELIM. REVIEW - 10/07/25 PRELIM. REVIEW -09/17/25 c 2 0 2 5 C O P Y R I G H T B Y K . A . T . D e s i g n s I n c . T h e s e d r a w i ng s a r e N O T T O B E re p r o d u c e d o r c o p i e d i n a n y f o r m w h a t s o e v e r w i t h o u t t h e w r i t t e n pe r m i s s i o n o f K . A . T . D e s i g n s I n c . - A N Y D U P L I C A T I O N I S P R O H I B I T E D A N D PU N I S H A B L E U N D E R F E D E R A L L A W . T h e p u r c h a s e r h a s t h e ri g h t t o O N E US E f o r p e r m i t t i n g p u r p o s e s , a n y f u t u r e u s e o f t h e pl a n , i d e a s , e l e v a t i o n s , co n t e n t s , o r c h a n g e s t o d e s i g n a r e t h e p r o p e r t y o f K . A . T . D e s i g n s I n c . AN D M U S T B E A U T H O R I Z E D B Y K . A . T . D e s i g n s I n c . A N Y U NA T H O R I Z E D U S E WI L L B E P U N I S H A B L E U N D E R F E D E R A L C O P Y R I G H T L A W S . THE INTERIOR DRAWINGS SHOWN ARE PERSPECTIVE VIEWS ONLY AND IN NO WAY REPRESENT THE STYLE, TYPE, OR CHOICE OF MATERIALS SHOWN, NOR ARE THEY THE FINAL APPLICATIONS TO BE INSTALLED. PLEASE REFER ALL CHOICES TO THE OWNERS FOR THEIR APPROVAL OF SPECIFICATIONS OF MATERIALS TO BE FINAL AS INSTALLED ITEMS. CA B I N E T V I E W S w / E L E C NO T E S & I E C C N O T E S A 1.14A 1.14A 1.14A 1.14 Page 33 of 63 GENERAL NOTES 1. ALL DESIGN (INCLUDING WIND LOADS) AND CONSTRUCTION SHALL COMPLY WITH THE 2018 INTERNATIONAL RESIDENTIAL CODE FOR ONE AND TWO FAMILY DWELLINGS, LOCAL CODES, ORDINANCES, AND AMENDMENTS. THE DESIGN CRITERIA FOR ALL CONSTRUCTION SHALL COMPLY FULLY WITH THE CODE. 2. APPLICABILITY OF THESE HURRICAN RESISTANT RESIDENTIAL STANDARDS SHALL BE LIMITED TO THE FOLLOWING CONDITIONS: BUILDING CODE: 2018 INTERNATIONAL BUILDING CODE (IBC) 2018 INTERNATIONAL RESIDENTIAL CODE (IRC) 2018 INTERNATIONAL MECHANICAL CODE (IMC) 2018 INTERNATIONAL PLUMBING CODE (IPC) 2017 NATIONAL ELECTRIC CODE DESIGN LOADS: LIVE LOADS: ATTICS WITH STORAGE 20 PSF ATTICS WITHOUT STORAGE 10 PSF DECKS 60 PSF FLOORS 40 PSF ROOFS 25 PSF STAIRS 100 PSF GARAGE FLOORS 40 PSF (3,000 LB. POINT LOAD) DEAD LOADS: FLOORS 20 PSF ROOF 15 PSF WIND LOAD: THE FOLLOWING LOAD CRITERIA AND FACTORS HAVE BEEN USED IN THE DESIGN OF THIS STRUCTURE: WIND CODE PER SECTION R301 ASCE 7-16 BASIC WIND SPEED - ULTIMATE 160 MPH IMPORTANCE FACTOR 1 EXPOSURE CATEGORY B BUILDING CATEGORY II 3. INSULATION FLOOR SYSTEMS (ALL) R19 ATTIC FLOOR R38 CEILING R38 Blown Insulation WALLS R15 (2X4) R21 (2X6) FURNACE DUCTS R8 (UNHEATED SPACE) 4. CONTRACTOR AND OWNER SHALL VERIFY ALL DIMENSIONS PRIOR TO START OF CONSTRUCTION. IN CASE OF DISCREPANCY, NOTIFY DESIGNER AND ENGINEER OF RECORD PRIOR TO PROCEEDING. 5. AT CONSTRUCTION ISSUE, THESE DRAWINGS AND DETAILS REPRESENT COMPONENTS IN THEIR FINAL AND FINISHED STATE FOR CONSTRUCTION. TEMPORARY BRACING METHODS, SAFETY PRECAUTIONS, AND MECHANICAL REQUIREMENTS USED TO ERECT COMPONENTS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR OR SUBCONTRACTOR PERFORMING WORK. 6. THE DETAILS AND SPECIFICATIONS PROVIDED ARE AN OUTLINE OF MINIMUM MATERIAL REQUIREMENTS AND THEIR APPLICATION. MANUFACTURER SPECIFICATIONS AND LOCAL CODE REQUIREMENTS, WHEN IN EXCESS OF MINIMUM SPECIFICATION, SHALL CONTROL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW AND SUBMIT ALL SHOP DRAWINGS AND REPORT ALL DISCREPANCIES TO THE DESIGNER AND ENGINEER OF RECORD OR OWNER PRIOR TO CONTINUATION OF CONSTRUCTION. 7. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE A SAFE AND ORGANIZED JOB SITE. THE DESIGNER AND ENGINEER OF RECORD SHALL ASSUME NO LIABILITY IN REGARD TO SAFETY. 8. IF UNFORSEEN CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR SHALL IMMEDIATELY CONSULT THE DESIGNER AND ENGINEER OF RECORD. 9. THE DESIGN, ADEQUACY, AND SAFETY OF ERECTION BRACING, SHORING, AND TEMPORARY SUPPORTS IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE STRUCTURE AND FOUNDATION ARE DESIGNED FOR A COMPLETED CONDITION ONLY AND THEREFORE REQUIRES ADDITIONAL SUPPORT TO MAINTAIN STABILITY PRIOR TO COMPLETION. 10. AS A MINIMUM, ALL CONCRETE OR MASONRY FOOTERS TO COMPLY WITH MINIMUM WIDTH OF CONCRETE OR MASONRY FOOTERS OF THE CURRENTLY ADOPTED IRC UNLESS OTHERWISE NOTED. 11. INSTALL FULL DEPTH BLOCK (MATCH RAFTER DEPTH) @ 48" O.C. IN FIRST TWO FRAMING SPACES OF ROOF SYSTEM AT ALL GABLE ENDS OF ROOF. INSTALL BLOCKING AT PANEL EDGES OF ROOF DECKS AND FASTEN WITH 8D COMMON NAILS @ 6" O.C. INTO BLOCKING. 12. INSTALL FULL DEPTH BLOCK (MATCH JOIST DEPTH) @ 24" O.C. IN FIRST TWO FRAMING SPACES OF CEILING JOIST WHERE CEILING JOIST RUN PARALLEL TO EXTERIOR WALL. INSTALL FULL DEPTH BLOCKING AND FASTEN AS NOTED IN FASTENER SCHEDULE UNLESS OTHERWISE NOTED. ROOF COVERING NOTES: 1. ROOF DECK SHALL BE MINIMUM 7/16" OSB OR 1/2" CDX PLYWOOD ATTACHED PER REQUIREMENT SHOWN OF FASTENER SCHEDULE. INSTALL SIMPSON PSC CLIPS OR USP MODEL PC SHEATHING CLIPS AT ALL UNSUPPORTED EDGES OF ROOF DECK (TWO PER SPAN). 2. ENTIRE ROOF DECK SHALL BE COVERED WITH A FULL LAYER OF SELF-ADHERING POLYMER MODIFIED BITUMEN MEMBRANE (PEEL AND SEAL) MEETING ASTM D1970 REQUIREMENTS FOR PLYWOOD OR OSB ROOF DECKING OR ALL DECKING SEAMS TO BE SEALED WITH 4" PEEL & SEAL WITH TEAR RESISTANT UNDERLAYMENT APPLIED TO DECKING PER MANUFACTURER'S INSTRUCTIONS. GENERAL NOTES (CONTINUED) 13. THE AREA OF THE FLOOR FOR GARAGES AND/OR CARPORTS USED FOR PARKING AUTOMOBILES OR VEHICLES SHALL BE SLOPED TO FACILITATE THE MOVEMENT OF LIQUIDS TO A DRAIN OR TOWARD THE MAIN VEHICLE ENTRY DOORWAY. 14. SURFACE DRAINAGE SHALL BE DIVERTED TO A STORM SEWER CONVEYANCE OR OTHER APPROVED POINT OF COLLECTION SO AS NOT TO CREATE A HAZARD. LOTS SHALL BE GRADED SO AS TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS. THE GRADE AWAY FROM FOUNDATION WALLS SHALL FALL A MINIMUM OF 6 INCHES WITHIN THE FIRST 10 FEET. 15. EXTERIOR FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE HABITABLE OR USABLE SPACES LOCATED BELOW GRADE SHALL BE WATERPROOFED WITH A MEMBRANE EXTENDING FROM THE TOP OF THE FOOTING TO FINISH GRADE. THE MEMBRANE SHALL CONSIST OF 2-PLY HOT MOPPED FELTS, 55 POUND ROLL ROOFING, 6 MIL POLYVINYL CHLORIDE, 6 MIL POLYETHYLENE OR 40 MIL POLYMER-MODIFIED ASPHALT. THE JOINTS IN THE MEMBRANE SHALL BE LAPPED OR SEALED WITH AN ADHESIVE COMPATIBLE WITH THE MEMBRANE MATERIAL. 16. ENCLOSED ATTICS AND EXCLOSED RAFTER SPACES FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE BY VENTILATING OPENINGS PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOW. VENTILATING OPENINGS SHALL BE PROTECTED WITH CORROSION-RESISTANT WIRE MESH, WITH 1/8" MINIMUM TO 1/4" MAXIMUM OPENINGS. 17. THE TOTAL NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1 TO 150 OF THE AREA OF THE SPACE VENTILATED EXCEPT THAT THE TOTAL AREA IS PERMITTED TO BE REDUCED TO 1 TO 300 PROVIDED AT LEAST 50 PERCENT AND NOT MORE THAN 80 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE TO BE VENTILATEDAT LEAST 3 FEET ABOVE EAVE OR CORNICE VENTS WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. TIMBER NOTES: 1. UNLESS OTHERWISE NOTED, ALL LUMBER SHALL BE SOUTHERN YELLOW PINE #2 GRADE OR BETTER WITH A MAXIMUM MOISTURE COUNT OF 19%. 2. WOOD FRAMING AND COLUMNS 5"X5" AND LARGER SHALL BE #1 STRESS RATED SOUTHERN YELLOW PINE OR EQUIVALENT WITH THE MINIMUM FOLLOWING PROPERTIES: Fb = 1350 psi Ft= 900 psi Fv= 90 psi Fc = 375 psi Fdl = 825 psi E = 1,500,000 psi 3. ALL TIMBER WALL FRAMING SHALL BE AS FOLLOWS: 2x4 WALL STUD AND PLATES SPRUCE PINE SHALL BE NO. 3 GRADE OR BETTER STUD GRADE MATERIAL WITH THE MINIMUM FOLLOWING PROPERTIES: Fb = 675 PSI Ft = 350 PSI Fv = 70 PSI Fc = 425 PSI Fdl = 726 PSI E = 1,200,000 PSI 4. ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. ALL LUMBER EXPOSED TO EXTERIOR ENVIRONMENTAL CONDITIONS SHALL BE PRESSURE TREATED. 5. ALL ENGINEERED WOOD BEAMS SHALL BE SIZED, MANUFACTURED, INSTALLED, AND BRACED TO COMPLY WITH THE MANUFACTURER'S RECOMMENDATIONS. 6. LAMINATED VENEER LUMBER BEAMS SHALL HAVE THE FOLLOWING MINIMUM DESIGN PROPERTIES/CONDITIONS: Fb = 3100 psi Fv = 290 psi Fc= 750 psi Fdl = 3000 psi E = 2,000,000 psi 7. ALL BUILT-UP STUD PACKS, BEAMS, AND JOISTS SHALL BE NAILED IN STRICT ACCORDANCE WITH AF&PA'S (AMERICAN FOREST AND PAPER ASSOCIATION) AND THE NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION. 8. MULTIPLE PLIES SHALL BE NAILED TOGETHER WITH TWO ROWS OF 20d NAILS -ONE ROW NEAR THE TOP EDGE AND ANOTHER AT THE BOTTOM. NAILS IN EACH ROW SHALL NOT EXCEED 12" APART. END JOINTS OF THE NAILED LUMBER SHALL OCCUR OVER THE SUPPORTING STUD PACK (COLUMN). 9. ALL BOLTS, NAILS, JOIST HANGERS, CLIPS, STRAPS, ETC. IN CONTACT WITH PRESSURE TREATED LUMBER SHALL BE HOT DIPPED GALVANIZED OR STAINLESS STEEL. 10. ALL CONNECTIONS AND HARDWARE SHALL BE INSTALLED IN STRICT COMPLIANCE WITH MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. SIZE, QUANTITY, NUMBER, AND LOCATIONS OF FASTENERS SHALL CONFORM TO THE MANUFACTURER'S PUBLISHED LITERATURE. FOUNDATION NOTES: 1. A GEOTECHNICAL EVALUATION OF THE SUITABILITY OF THE EXISTING LOAD BEARING SOILS HAS NOT BEEN PERFORMED FOR THIS PROJECT. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO CONSULT A GEOTECHNICAL ENGINEER AND PROPERLY PREPARE THE SOIL FOR THE FOUNDATION DESIGN LOADING. 2. FOUNDATION DESIGN IS BASED ON AN ASSUMED ALLOWABLE SOIL BEARING CAPACITY OF 2500 PSF. A QUALIFIED REGISTERED PROFESSIONAL GEOTECHNICAL ENGINEER SHALL BE RETAINED TO VERIFY SOIL BEARING CONDITIONS PRIOR TO CONSTRUCTION. 3. THE REGISTERED GEOTECHNICAL ENGINEER OF RECORD SHALL BE RETAINED DURING CONSTRUCTION TO INSPECT FOUNDATION EXCAVATION, INSPECT AND MONITOR PLACEMENT OF PILINGS AND COMPACTED FILL, AND TO MONITOR PROOF ROLLING OPERATIONS, AS REQUIRED. 4. SHOULD RECOMMENDATIONS OF GEOTECHNICAL ENGINEER DIFFER FROM THOSE OUTLINED ABOVE, IMMEDIATELY NOTIFY DESIGNER AND ENGINEER OF RECORD PRIOR TO PROCEEDING. CONCRETE NOTES: 1. ALL CONCRETE AND REINFORCING STEEL SHALL FOLLOW THE PRACTICES AND STANDARDS DESCRIBED IN THE EDITION IN EFFECT OF THE AMERICAN CONCRETE INSTITUTE (ACI) 318 STANDARD "BUILDING CODE REQUIREMENTS FOR REINFOCED CONCRETE". 2. ALL CONCRETE SHALL CONFORM TO ASTM C-94, LATEST EDITION, AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI @28 DAY CURE. CONCRETE PLACES WITHIN A CMU WALL SHALL CONTAIN PEA GRAVEL AGGREGATE: 3. ALL PORTLAND CEMENT SHALL CONFORM TO ASTM C150, TYPE I OR TYPE II. 4. ALL AGGREGATE FOR NORMAL WEIGHT CONCRETE SHALL MEET ASTM C33. 5. SLUMP SHALL BE FROM 5-6 INCHES MAXIMUM WITH A WATER-CEMENT RATIO LESS THAN .55. THE USE OF A SUPERPLASTICIZER IS APPROVED FOR POURING OF WALLS. 6. ALL WELDED WIRE FABRIC REINFORCEMENT STEEL SHALL CONFORM TO ASTM A185. 7. ALL REINFORCING SHALL BE DETAILED, FABRICATED, AND PLACED PER CRSI AND ACI STANDARDS, INCLUDING CONCRETE CORNER AND BAR SUPPORTS. LAP BAR AT ALL SPLICES, INCLUDING CORNER BARS AND DOWELS, IN ACCORDANCE WITH SPLICE SCHEDULE OR IN LIEU THEREOF 40 BAR DIAMETERS. LAP WELDED WIRE MESH FABRIC 6" OR ONE FULL MESH, WHICHEVER IS GREATER. 8. CONCRETE COVER OVER REINFORCING SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION AF ACI 318, UNLESS NOTED OTHERWISE: BELOW GRADE (UNFORMED): 3" BELOW GRADE FORMED: 2" WALLS AND SLABS: 1 1/2" 9. ALL CMU BLOCK SHALL BE CONSTRUCTED IN RUNNING BOND AND SHALL HAVE HORIZONTAL WIRE REINFOCEMENT EVERY OTHER COURSE. CONCRETE WITHIN CMU BLOCK SHALL CONTAIN PEA GRAVEL. 10. ALL MORTAR SHALL BE PORTLAND CEMENT TYPE S. 11. VERTICAL AND HORIZONTAL REINFORCEMENT IS TO BE CONTINUOUS AND LAPPED A MINIMUM OF 48 BAR DIAMETERS. 12. ALL ANCHOR BOLT MATERIAL SHALL BE ASTM F1554 UNLESS NOTED OTHERWISE. WIND BORNE DEBRIS PROTECTION 1. WINDOWS IN BUILDING LOCATED IN WIND BORNE DEBTIS REGIONS SHALL HAVE GLAZED OPENINGS PROTECTED FROM WIND BORNE DEBRIS. 2. ALL WINDOWS AND DOORS SHALL BE DESIGNED CAPABLE OF RESISTING A WIND LOAD OF 130 MPH, 3 SECOND GUST. 3. GLAZING IN RESIDENCES REQUIRING PROTECTION SHALL BE PROTECTED WITH AN IMPACT PROTECTIVE SYSTEM OR SHALL BE IMPACT RESISTANT WINDOWS. 4. GLAZED OPENINGS PROTECTION FOR WIND BORNE DEBRIS SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E 1996 AND OF ASTM E 1886. ATTIC ACCESS 1. ATTIC ACCESS SHALL NOT BE LESS THAN 22 INCHES BY 30 INCHES AND SHALL BE LOCATED IN A HALLWAY OR OTHER READILY ACCESSIBLE LOCATION. A 30 INCH MINIMUM UNOBSTRUCTED HEADROOM AT THE ATTIC SPACE SHALL BE PROVIDED AT POINT ABOVE THE ACCESS OPENING. 2. FOR ATTICS WITH ABOVE CEILING PLUMBING OR MECHANICAL EQUIPMENT, A FIXED LADDER OR INDUSTRIAL GRADE DISAPPEARING STAIRWAY SHALL BE PROVIDED. TRUSS NOTES: 1. ALL WOOD TRUSSES TO BE DESIGNED AND MANUFACTURED BY A TRUSS SUPPLIER WHO IS A MEMBER OF THE TRUSS PLATE INSTITUTE OR WHO USES METAL PLATES FROM A MANUFACTURER WHO IS A MEMBER. 2. ALL BRACING, QUALITY CONTROL, AND ERECTION OF TRUSSES SHALL CONFORM TO THE TRUSS MANUFACTURER'S GUIDELINES AND SPECIFICATIONS AS STATED ON THE TRUSS SHOP DRAWINGS. 3. TRUSS SHOP DRAWING SUBMITTAL SHALL BE SIGNED AND SEALED BY AN ENGINEER REGISTERED IN THE STATE OF THE PROJECT'S LOCATION. 4. SHOP DRAWINGS TO INCLUDE PLAN SHOWING LAYOUT OF TRUSSES, DETAILS OF TRUSSES, BRACING, AND ANY OTHER INFORMATION REQUIRED TO COMPLETE THE TRUSS INSTALLATION FOR THE PROJECT. 5. PROVIDE HEADERS AS DETERMINED BY ACCEPTABLE ENGINEERING DESIGN STANDARDS AT AREAS WHERE THE TRUSSES REQUIRE HEADERS TO ADJACENT TRUSSES. 6. TRUSS DESIGNER SHALL BE RESPONSIBLE FOR VERIFYING ALL REQUIRED MEASUREMENTS FROM THE PLANS BEFORE COMPLETION OF TRUSS DRAWINGS. DRAWINGS MUST BE APPROVED BY OWNER PRIOR TO START OF CONSTRUCTION OF TRUSSES. 7. TRUSS MANUFACTUER IS RESPONSIBLE FOR DESIGN OF BRACINGS OF TRUSSES AND UPLIFT CONNECTIONS. TYPICAL CONNECTOR SUMMARY 1. CONNECTOR REFERENCED NUMBERS ARE SIMPSON STRONG-TIE COMPANY OR UNITED STEEL PRODUCTS (USP) LUMBER CONNECTORS. 2. ALL CONNECTORS AND HARDWARE SHALL BE INSTALLED IN STRICT COMPLIANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SIZE, QUANTITY, AND LOCATION OF ALL NAILS AND FASTENERS SHALL CONFORM TO THE MANUFACTURER'S PUBLISHED LITERATURE. 3. SIMPSON SPH4 / SPH6 OR USP SPTH4 / SPTH6 AT BOTTOM AND TOP OF EXTERIOR STUDS @32" O.C. UNLESS OTHERWISE NOTED. 4. FRONT AND REAR PORCHES - PORCH COLUMNS (6"X6" OR 8"X8") SHALL BE ANCHORED THE BEAM WITH SIMPSON STRONG-TIE PC66 B(6") OR PC88 (8") OR EQUIVALENT USING 10 - 16D NAILS (6") - 12 - 16D NAILS (8") UNLESS OTHERWISE NOTED. THE COLUMN SHALL BE ANCHORED TO THE CONCRETE USING SIMPSON 6x6 OR 8x8 POST BASE WITH 5/8" ANCHOR BOLT, MINIMUM 7" EMBEDMENT. 5. GARAGE DOOR SHALL BE DESIGNED BY MANUFACTURER FOR DESIGN WIND REQUIREMENTS AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. 6. ALL PHASES OF THE WORK SHALL CONFORM TO THE MINIMUM STANDARDS AND REQUIREMENTS OF THE LATEST ADOPTED CODE OF THE INTERNATIONAL RESIDENTIAL CODE AND ITS RELATED REFERENCES. 7. THE REQUIREMENTS OF THE CURRENTLY ADOPTED BUILDING CODE AND ITS FASTENER SCHEDULE TABLE FOR STRUCTURAL MEMBERS SHALL BE STRICTLY ADHERED TO FOR THE NAILING OF ALL WOOD FRAMING CONSTRUCTION. PLUMBING, HVAC, AND ELECTRICAL NOTES: 1. ALL PLUMBING WORK SHALL BE IN ACCORDANCE WITH THE INTERNATIONAL PLUMBING CODE (IPC) 2018 EDITION AND ITS RELATED REFERENCES. 2. ALL HVAC WORK SHALL BE IN ACCORDANCE WITH THE INTERNATIONAL MECHANICAL CODE (IMC) 2018 EDITION AND ITS RELATED REFERENCES. 3. ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH THE INTERNATIONAL ELECTRICAL CODE (IEC) 2017 EDITION AND 2018 ENERGY CODE AND THEIR RELATED REFERENCES. PRE-ENGINEERED FLOOR JOISTS, GIRDERS, AND BEAM NOTES 1. FLOOR JOIST, GIRDERS, I-JOIST, LVL BEAMS, AND BEAMS NOT CALLED OUT SHALL BE ENGINEERED AND MANUFACTURED BY OTHERS. 2. SUB-FLOOR MUST BE GLUED AND NAILED TO FLOOR JOISTS. 3. THE MANUFACTURER MUST BE CONSULTED REGARDING ALL POINTS OF BEARING OF THE JOISTS AND POINTS OF LOADS ON THE JOISTS. 4. JOIST CONNECTIONS TO SUPPORTS SHALL BE SPECIFIED BY JOIST MANUFACTURER. CONNECTION SHALL BE DESIGNED TO CARRY THE JOIST'S SHEAR CAPACITY. THE SUPPORT MEMBER SHALL BE CONSIDERED IN THE CONNECTION DESIGN. THE SUPPORT MEMBER SHALL NOT BE OVER-STRESSED IN THE CONNECTION DESIGN. THE SUPPORT MEMBER SHALL NOT BE OVERSTRESSED AT THE JOIST CONNECTION. 5. THE CONTRACTOR/OWNER SHALL SUBMIT CALCULATIONS AND SHOP DRAWINGS FROM THE FLOOR JOIST MANUFACTURER THE THE DESIGNER AND ENGINEER OF RECORD FOR REVIEW. THE SUBMITTED CALCULATIONS AND SHOP DRAWINGS SHALL BE CERTIFIED BY A PROFESSIONAL ENGINEER. THE ENGINEER REVIEW DOES NOT RELIEVE THE CONTRACTOR/JOIST MANUFACTURER OF ANY RESPONSIBILITY IN COMPLETING THE DESIGN, MANUFACTURE, AND INSTALLATION OF FLOOR JOISTS WHICH ARE ADEQUATE FOR THIS APPLICATION. ENERGY 1. BATT INSULATION SHALL BE CUT NEATLY TO FIT AROUNJD PIPES AND WIRES OR BE PLACED BEHIND PIPING & WIRING. INSULATION TO BE STAPLED TO FACE OF STUD. 2. AIR PERMEABLE INSULATION SHALL NOT BE USED AS A SEALING MATERIAL. 3. SPACE BETWEEN WINDOWS AND DOORS TO BE SEALED. CORNERS, HEADERS, AND SILL PLATES TO BE SEALED. 4. RIM JOISTS TO BE INSULATED. 5. A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. 6. BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED (TAPED). 7. PROGRMMABLE THERMOSTAT IS REQUIRED. 8. A MINMUM OF 75% LIGHTS USED SHALL BE HIGH EFFICACY. 9. RECESSED LIGHT FIXTURES SHALL BE SEALED TO BE AIRTIGHT. 10. MINIMUM U-FACTOR: 40. MINIMUM SHGC: 0.25. 11. PEEL & SEAL ALUMINUM BACKED TAPE REQUIRED TO BE APPLIED TO ALL EDGES OF WINDOWS. PRINT DATES FINAL PRINT - 12/09/25 DESIGN DRAWN BY Kirk A. ThomasKirk A. ThomasKirk A. ThomasKirk A. Thomas To t h e b e s t o f m y k n o w l e d g e t h e s e p l a n s a r e d r a w n t o c o m p l y w i t h t h e c o d e r e q u i r e m e n t s f o r th e i r i n t e n d e d u s e b y o w n e r ' s a n d / o r b u i l d e r ' s s p e c i f i c a t i o n s , a n y c h a n g e s m a d e o n o r t o t h e m af t e r p r i n t s a r e s e a l e d w i l l b e d o n e a t t h e o w n e r ' s a n d / o r b u i l d e r ' s e x p e n c e a n d r e s p o n s i b i l i t y . Th e c o n t r a c t o r s h a l l v e r i f y a l l d i m e n s i o n s a n d e n c l o s e d d e t a i l d r a w i n g s . R e f e r I n s t a l l a t i o n o f a l l ma t e r i a l s t o m a n u f a c t u r e s a n d c o d e r e q u i r m e n t s f o r e a c h i t e m s a t t a c h m e n t t o t h e s t r u c t u r e re q u a r d l e s s o f d e t a i l s h o w n . D e t a i l s a r e n o t s p e c i f i c t o s t r u c t u r e d r a w n , d e t a i l s a r e d r a w n a s pe r s p e c t i v e c u t a w a y v i e w s a n d i n n o w a y s h o w m a t e r i a l i t e m s a s f i n i s h e d i n s t a l l e d re p r e s e n t a t i o n . k . a . t . D e s i g n s I n c . i s n o t l i a b l e f o r e r r o r s b a s e d u p o n p e r s o n a l i n t e r p r e t a t i o n of a n y d e t a i l , t e x t i t e m , o r s y m b o l u s e d i n t h e c r e a t i o n o f t h e s e d o c u m e n t s . W h i l e e v e r y e f f o r t ha s b e e n m a d e i n t h e p r e p a r a t i o n o f t h i s p l a n t o a v o i d m i s t a k e s , t h e m a k e r c a n n o t g u a r a n t e e ag a i n s t h u m a n e r r o r . T h e L i c . C o n t r a c t o r / O w n e r s o f t h e p r o j e c t m u s t c h e c k a l l d i m e n s i o n s a n d de t a i l s p r i o r t o c o n s t r u c t i o n a n d b e s o l e l y r e s p o n s i b l e u p o n i s s u e d p e r m i t . A l l i n f o r m a t i o n co n t a i n e d w i t h i n t h e s e p l a n s i s s u b j e c t t o c h a n g e b a s e o n c o d e r e q u i r e m e n t s a n d p e r m i t t i n g ju r i s d i c t i o n I n t e r p r e t a t i o n . Page #Page #Page #Page # PL A N S C A L E : BA S E @ 1 / 4 " = 1 ' - 0 ' ' U. O . N . S C A L E M A Y V A R Y P E R P L A N OR P E R D E T A I L ( N O T S P E C I F I C ) Building Code: IRC2018 Design Wind Speed: 130 mph ASD - ASCE 7-10 Design Wind Speed: 160 MPH Ultimate - ASCE 7-16 Req. Glazing & Door Design Pressures (DP's) 50 psf All Doors and Glazing Installed shall be Impact Rated Flood Zone: FIRM - X Finish Floor Elevation: Min. 36'' A.CL.RW. Mean Roof Height: I, L a r r y M . O l i v e r , P . E . , L i c e n s e N o . 1 2 6 7 8 Ce r t i f y t h a t t h e s t r u c t u r a l p o r t i o n s o f t h i s se t o f c o n s t r u c t i o n d o c u m e n t s h a v e b e e n re v i e w e d u n d e r m y r e s p o n s i b l e c h a r g e , de s i n a t e d b y d e s i g n , t o c o m p l y w i t h t h e en g i n e e r i n g r e q u i r e m e n t s o f t h e In t e r n a t i o n a l R e s i d e n t i a l B u i l d i n g C o d e , 20 1 8 L a t e s t E d i t i o n @ 1 3 0 / 1 6 0 - m p h 3 se c g u s t w i n d l o a d r a t i n g . La r r y M . O l i v e r E n t e r p r i s e s I n c . 72 2 8 O a k b r i a r D r i v e S o u t h Mo b i l e , A L . 3 6 6 1 9 PE R M I T J U R I S D I C T I O N : CI T Y O F F A I R H O P E B. F . E . : 1 2 ' ' A . C L . R W FL O O D Z O N E : " X " CO N T R A C T O R : S T E V E J O N E S C O N T R A C T O R PR OJ E C T : R E M O D E L S I N G L E F A M I L Y R E S . CL I E N T : L U C I N D A & C H I P C H A P P E L L E LO C A T I O N : F A I R H O P E , A L . PH Y S I C A L A D D R E S S : 2 1 0 G A Y F E R C T . Base Slab Elev: 24''' A.F.G. (Varies) FINAL REVIEW - 12/04/25 PRELIM. REVIEW -09/16/25 PRELIM. REVIEW - 11/04/25 PRELIM. REVIEW - 10/07/25 PRELIM. REVIEW -09/17/25 c 2 0 2 5 C O P Y R I G H T B Y K . A . T . D e s i g n s I n c . T h e s e d r a w i n g s a r e N O T T O B E re p r o d u c e d o r c o p i e d i n a n y f o r m w h a t s o e v e r w i t h o u t t h e w r i t t e n pe r m i s s i o n o f K . A . T . D e s i g n s I n c . - A N Y D U P L I C A T I O N I S P R O H I B I T E D A N D PU N I S H A B L E U N D E R F E D E R A L L A W . T h e p u r c h a s e r h a s t h e r i g h t t o O N E US E f o r p e r m i t t i n g p u r p o s e s , a n y f u t u r e u s e o f t h e p l a n , i d e a s , e l e v a t i o n s , co n t e n t s , o r c h a n g e s t o d e s i g n a r e t h e p r o p e r t y o f K . A . T . D e s i g n s I n c . AN D M U S T B E A U T H O R I Z E D B Y K . A . T . D e s i g n s I n c . A N Y U N A T H O R I Z E D U S E WI L L B E P U N I S H A B L E U N D E R F E D E R A L C O P Y R I G H T L A W S . EN G I N E E R I N G N O T E S A 1.15A 1.15A 1.15A 1.15 Page 34 of 63 Page 35 of 63 : Michelle Melton-Null Page 36 of 63 BOA 26.04 – Murphy Oil USA, 18186 Wright Blvd April 21, 2026 Page 1 of 5 SUMMARY OF REQUEST Public hearing to consider the request of Murphy Oil USA, Inc., on behalf of the Owner, RW Battles, LLC, for a Special Exception to allow construction of an automobile service station on property zoned B-2, General Business District. The property is located at 18186 Wright Blvd and is 1.13± acres. SITE HISTORY On February 1, 2021, SD 21.09, a 16-unit MOP was approved for this entire site (Shoppes at Point Clear) by the Fairhope Planning Commission. At the time, the site was unzoned within the county and located within the Fairhope Planning Jurisdiction. Thus, LND21-000064 was issued on May 25, 2021, for the entire site. At its August 1, 2022, meeting the Fairhope Planning Commission unanimously approved ZC 22.09, for Conditional Annexation to B-2, General Business District. Subsequently, Resolution No. 4614-22 “Project Development Agreement between City and RW Battles, LLC” was accepted by the City Council on November 14, 2022, and Ordinance No. 1765 was signed on December 12, 2022, annexing the greater site into city limits. On May 1, 2023, the final MOP was approved by the Planning Commission (SD 23.15). A mandatory Site Plan Review is required for the proposed development due to the amount of impervious surfacing being proposed and will follow this application. STAFF COMMENTS Automobile Service Stations within B-2 zoned districts are “permitted only on appeal and subject to special conditions” in the Zoning Ordinance, hence this application. Article III.A. of the Zoning Ordinance defines B-2 districts as follows: B-2, General Business District: This district is intended to provide opportunity for activities causing noise and heavy traffic, not considered compatible in the more restrictive business district. These uses also serve a regional as well as a local market and require location in proximity to major transportation routes. Recreational vehicle parks, very light production and processing activities are included. Article II, Section A(4)(d)(2) describes the duty and power of the BOA that is applicable to this case. “Special Exceptions - To hear and decide special exceptions to the terms of this ordinance upon which the board is required to pass under this ordinance.” Although the criteria detailed in Article II Section C.3.e(2) of the Zoning Ordinance controls the review of this request for Special Exception, a conceptual site plan was submitted to staff along with the application, and as such, staff has prepared the following general comments regarding the proposed site plan. It should be noted, however, that a complete review of the proposed site plan will be included as part of the mandatory Site Plan Review submitted to Planning Commission and City Council. Full compliance with the Tree and Landscape Ordinance shall be required for this development. The applicant has identified two (2) large heritage oak trees they intend to preserve. A complete Tree and Landscape Plan and Tree Preservation Plan will need to be approved by the City Horticulturist as part of the Site Plan Review process. Page 37 of 63 BOA 26.04 – Murphy Oil USA, 18186 Wright Blvd April 21, 2026 Page 2 of 5 There are 11 parking spaces proposed for the 2,824± SF building with 16 spaces under the fuel canopy provided by the eight (8) fuel pumps. The number of parking spaces is compliant with the Zoning Ordinance; however, at least one (1) space is required to utilize a pervious surface. The site plan illustrates a compliant turning radius for fuel trucks. The site plan did not provide the proposed building height nor the height of the canopy over the fueling stations. The Final Plat (Instrument No. 2133748) has 35’ as the maximum building height on the Development Site Data Table. The setbacks match those on the recorded Final Plat. All signage shall conform to the Sign Ordinance and any other applicable rules and regulations. Currently, there is an 8ft monument sign proposed in conformance with the Sign Ordinance. Cumulative branding contributes to maximum amount of signage allowed on the site. Applicant has a 10ft sidewalk easement in place on the eastern property line facing U.S. Hwy 98 (Greeno Rd). Citizen Comments During the public comment period staff did not receive any citizen comments. Page 38 of 63 BOA 26.04 – Murphy Oil USA, 18186 Wright Blvd April 21, 2026 Page 3 of 5 VARIANCE CONSIDERATIONS Standards of Review: Article II Section C.3.e(2) of the City of Fairhope Zoning Ordinance states that any other application (i.e. Administrative Appeal or Special Exception) shall be reviewed by the Board of Adjustments under the following criteria: 1) Compliance with the Comprehensive Plan; 2) Compliance with any other approved planning document; 3) Compliance with the standards, goals, and intent of this ordinance; 4) The character of the surrounding property, including any pending development activity; 5) Adequacy of public infrastructure to support the proposed development; 6) Impacts on natural resources, including existing conditions and ongoing post-development conditions; 7) Compliance with other laws and regulations of the City; 8) Compliance with other applicable laws and regulations of other jurisdictions; 9) Impacts on adjacent property including noise, traffic, visible intrusions, potential physical impacts, and property values; and 10) Impacts on the surrounding neighborhood including noise, traffic, visible intrusions, potential physical impacts, and property values. 11) Overall benefit to the community; 12) Compliance with sound planning principles; 13) Compliance with the terms and conditions of any zoning approval; and 14) Any other matter relating to the health, safety, and welfare of the community. Recommendation: Based on the preceding, Staff recommends Approval of BOA 26.04 Murphy Oil USA, 18186 Wright Blvd Special Exception to allow an automobile service station in a B-2, General Business District. Page 39 of 63 EXHIBITS BOA 26.04 – Murphy Oil USA, 18186 Wright Blvd April 21, 2026 Page 4 of 5 Excerpt from Table 3-2: Dimension Table – Lots and Principle Structure Dimension District or Use Per Acre (UPA) Setback Setback Setback Setback All Structures Height B-1 None/ -none 20’ d 20’none e 30’ l B-2 None/ - none 20’ d none f none e 30’ l B-3a 7,500 s.f./ - 60’ 30’ 35’ 10’ 30% 30’ l B-3b 7,500 s.f./ - 60’ 20’ 20’ none e none 30’ l B-4 None/ - none 20’ 20’ 10’ 30’ l Conceptual Site Plan Page 40 of 63 EXHIBITS BOA 26.04 – Murphy Oil USA, 18186 Wright Blvd April 21, 2026 Page 5 of 5 Excerpt from Table 3-1 Use Table Zoning Districts B-1 B-2 Zoning Districts B-1 B-2 B-1 B-2 Dwelling Service ● ● ○ ○ ● ● ○ ○ э э ○ ○ ○ ● ● ○ ● ● ● э э ● ● ● ○ Civic ○ ● ● ● ● ○ ● ● ● ● э ○ ● ○ ○ ● ○ ○ ● ● ● ● ● ○ ○ ○ ○ ○ Office Manufacturing ● ● ○ ● ● э э Retail ● ● Rural э э ● ● ● ○ ○ ○ ○ ○ ● = Allowed By Э = Special Conditions ○ = On Appeal Page 41 of 63 (706)326-2053 2520 Wynnton Rd. Columbus Georgia 31906 Page 42 of 63 Page 43 of 63 RAM ENGINEERING, LLC PO Box 11696 ALEXANDRIA, LOUISIANA 71315 (318) 206-3838 Page 1 of 1 March 09, 2026 To: Hunter Simmons, Director of Planning City of Fairhope PO Box 429 Fairhope, AL 36533 Re: Murphy USA # 25211 18186 Wright Blvd Fairhope, Alabama RAM Project No. 2025.064 BOA Application Dear Mr. Simmons, On behalf of Murphy Oil USA, Inc., we are submitting a Board of Adjustments & Appeals (BOA) application for the above-mentioned project. We request that this item be placed on the April 20, 2026 BOA agenda for consideration. This request is being made to allow for the use of an automobile service station in the current B -2 zoning as required by Table 3-1, Article III of the City of Fairhope Zoning Ordinance. The proposed use of the site is a 2,800 square foot convenience store with eight fuel islands under canopy. This use meets the definition of a “automobile service station”, and as such requires BOA approval. Enclosed herewith are the following: • Board of Adjustments & Appeals application • Property owner authorization letter • Site topographic and boundary survey • Conceptual site plan • Map of adjacent properties with zoning • Names and addresses of property owners within 300 ft Please let us know if you have any questions or require further information. Sincerely, Wesley D. Miller, PE, PLS RAM Engineering, LLC Enclosures: As listed herein Cc: N/A Page 44 of 63 COMPACT PARKING COMPACT PARKING ±2 2 0 ' ±227' ±1 6 5 ' ±85 ' ±174' 2,824 SF 8 MPD M2 v1.0 NO PARKING COMPACT PARKING COMPACT PARKING ST O P ST O P STOP 20 0 P E A C H S T R E E T MU R P H Y O I L U S A , I N C . EL D O R A D O , A R 7 1 7 3 0 MU R P H Y US A SH E E T N O . MU R P H Y U S A ( N T I ) 18 1 8 6 W R I G H T B L V D . FA I R H O P E AL A B A M A CS P 8 MPD (STACK) VICINITY MAP PARCEL DATA S.F.ACRES MURPHY PARCEL ± 49,508 ± 1.14 GREENSPACE PROVIDED 39% REQUIRED PARKING 11 SPACES ( 4 SP. FOR 1st 400 S.F. THEN 1 SP. / 400 AFTER) 30%-40% MUST BE COMPACT CAR STALLS (8'W) PARKING SPACES PROVIDED 11 (+ 16 UNDER CANOPY) ZONING B-2 (GENERAL BUSINESS DISTRICT) SETBACKS *PER ALTA SURVEY PROVIDED BY CLIENT FRONT (US HWY 98):*25' SIDES:*20' REAR (WRIGHT BLVD.):*25' SIGNAGE 8' HEIGHT MAX 1 2 S.F./L.F. BUILDING FACE DRIVEWAY SLOPE 2%+- (EXISTING/PROPOSED) CO N C E P T U A L S I T E P L A N CO N T A C T : W E S L E Y M I L L E R RA M E N G I N E E R I N G , L L C P. O . B O X 1 1 6 9 6 AL E X A N D R I A , L A 7 1 3 1 5 (3 1 8 ) 2 0 6 - 3 8 3 8 PR E L I M I N A R Y D O C U M E N T RA M E N G I N E E R I N G , L L C ( E C A 5 1 0 8 2 ) WE S L E Y M I L L E R , P E ( P E 3 7 4 1 7 - E ) PARCEL AREA SITE LOCATION RETA I L SHOP P I N G CENT E R LOT "B" U. S . H I G H W A Y 9 8 WR I G H T B L V D PUBL I X PARK I N G PAVEMENT QUANTITIES S.F. PARKING ± 23,018 DRIVEWAYS (INSIDE R/W)±257 SIDEWALKS ± 1,666 DUMPSTER PAD ± 720 TANK PAD ± 1,551 Page 45 of 63 Professional Land Surveyors Wattier Surveying, Inc. Page 46 of 63 COMPACTPARKING COMPACTPARKING ±2 2 0 ' ±227' ±1 6 5 ' ±85 ' ±174' 2,824 SF 8 MPD M2 v1.0 NOPARKING COMPACTPARKING COMPACTPARKING ST O P ST O P STOP 20 0 P E A C H S T R E E T MU R P H Y O I L U S A , I N C . EL D O R A D O , A R 7 1 7 3 0 MU R P H Y US A SH E E T N O . MU R P H Y U S A ( N T I ) FA I R H O P E AL A B A M A ZO N I N G M A P CO N T A C T : W E S L E Y M I L L E R RA M E N G I N E E R I N G , L L C P. O . B O X 1 1 6 9 6 AL E X A N D R I A , L A 7 1 3 1 5 (3 1 8 ) 2 0 6 - 3 8 3 8 PR E L I M I N A R Y D O C U M E N T RA M E N G I N E E R I N G , L L C ( E C A 5 1 0 8 2 ) WE S L E Y M I L L E R , P E ( P E 3 7 4 1 7 - E ) VICINITY MAP SITE LOCATION 18 1 8 6 W R I G H T B L V D . WR I G H T B L V D U. S . H I G H W A Y 9 8 BATTLES RD. SOUTHLAND PL. MURPHY SITE PARCEL ID #391372 B-2 GENERAL BUSINESS DISTRICT PARCEL ID #391373 B-2 GENERAL BUSINESS DISTRICT PARCEL ID #391375 B-2 GENERAL BUSINESS DISTRICT PARCEL ID #391379 B-2 GENERAL BUSINESS DISTRICT PARCEL ID #39376 B-2 GENERAL BUSINESS DISTRICT PARCEL ID #31364 BCZ - BASE COMMUNITY ZONING DISTRICT PARCEL ID #93607 BCZ - BASE COMMUNITY ZONING DISTRICT PARCEL ID #17515 B-2 GENERAL BUSINESS DISTRICT Page 47 of 63 Page 48 of 63 Page 49 of 63 : Michelle Melton-Null Page 50 of 63 BOA 26.05 – Murphy Oil USA, Planter’s Pointe April 21, 2026 Page 1 of 5 SUMMARY OF REQUEST Public hearing to consider the request of Murphy Oil USA, Inc., on behalf of the Owner, Corte Cave/Mitchell 1, LLC, for a Special Exception to allow construction of an automobile service station on property zoned B-2, General Business District. The property is located at the northwest corner of the intersection of State Hwy 181 and 104 and is 1.18± acres. SITE HISTORY The larger Planter’s Pointe development property received preliminary Multiple Occupancy Project (MOP) approval in November 2020 (SD 20.34) whilst in Baldwin County and within Fairhope’s Planning Jurisdiction. Preliminary Plat approval of the 9-lot subdivision (Re-subdivision of Lot 2) was granted November 2021 (SD 21.48). The property conditionally annexed into the City in December 22, 2021, via Ordinance 1737. A 12-month extension was granted at the October 2, 2023, Planning Commission meeting. Final Plat approval of the 9-unit MOP was granted on December 4, 2023 (SD 23.32). A mandatory Site Plan Review will follow the current BOA case. STAFF COMMENTS Automobile Service Stations within B-2 zoned districts are “permitted only on appeal and subject to special conditions” in the Zoning Ordinance, hence this application. Article III.A. of the Zoning Ordinance defines B-2 districts as follows: B-2, General Business District: This district is intended to provide opportunity for activities causing noise and heavy traffic, not considered compatible in the more restrictive business district. These uses also serve a regional as well as a local market and require location in proximity to major transportation routes. Recreational vehicle parks, very light production and processing activities are included. Article II, Section A(4)(d)(2) describes the duty and power of the BOA that is applicable to this case. “Special Exceptions - To hear and decide special exceptions to the terms of this ordinance upon which the board is required to pass under this ordinance.” Although the criteria detailed in Article II Section C.3.e(2) of the Zoning Ordinance controls the review of this request for Special Exception, a conceptual site plan was submitted to staff along with the application, and as such, staff has prepared the following general comments regarding the proposed site plan. A complete review of the proposed site plan will be included as part of the mandatory Site Plan Review submitted to Planning Commission and City Council. There are 11 parking spaces proposed for the 2,824± SF building with 16 spaces under the fuel canopy provided by the eight (8) fuel pumps. The number of parking spaces is compliant with the Zoning Ordinance; however, at least one (1) space is required to utilize a pervious surface. The site plan illustrates a compliant turning radius for fuel trucks. Page 51 of 63 BOA 26.05 – Murphy Oil USA, Planter’s Pointe April 21, 2026 Page 2 of 5 The site plan did not provide the proposed building height nor the height of the canopy over the fueling stations. The Final Plat (Instrument No. 2132202) does not state a specific height for a building on Lot 4; however, B-2 districts require a maximum height of 30 feet. The setbacks match those on the recorded Final Plat. All signage shall conform to the Sign Ordinance and any other applicable rules and regulations. Currently, there is an 8ft monument sign proposed in conformance with the Sign Ordinance. Cumulative branding contributes to maximum amount of signage allowed on the site. Applicant has a 15ft sidewalk easement in place on the eastern property line facing AL Hwy 181 that meets an existing sidewalk along AL Hwy 104. Staff has concerns regarding the location of the proposed dumpster and its screening, given its proximity to a primary entrance to the development. Although the Zoning Ordinance does not mandate alternative placement for the dumpster within the lot, staff recommends that the applicant consider other interior locations prior to submitting an application for Site Plan Review. Similarly, staff has reservations about the quantity and separation of outdoor servicing activities—such as ice pads, ATMs, and propane pads—as well as their positioning away from the proposed building. It is also important to note that Article IV.B.2.a of the Zoning Ordinance stipulates that these activities must be screened from public view. The current plans do not reflect this requirement, and appropriate revisions will need to be made before proceeding with Site Plan Review. Citizen Comments During the public comment period staff did not receive any citizen comments. Page 52 of 63 BOA 26.05 – Murphy Oil USA, Planter’s Pointe April 21, 2026 Page 3 of 5 VARIANCE CONSIDERATIONS Standards of Review: Article II Section C.3.e(2) of the City of Fairhope Zoning Ordinance states that any other application (i.e. Administrative Appeal or Special Exception) shall be reviewed by the Board of Adjustments under the following criteria: 1) Compliance with the Comprehensive Plan; 2) Compliance with any other approved planning document; 3) Compliance with the standards, goals, and intent of this ordinance; 4) The character of the surrounding property, including any pending development activity; 5) Adequacy of public infrastructure to support the proposed development; 6) Impacts on natural resources, including existing conditions and ongoing post-development conditions; 7) Compliance with other laws and regulations of the City; 8) Compliance with other applicable laws and regulations of other jurisdictions; 9) Impacts on adjacent property including noise, traffic, visible intrusions, potential physical impacts, and property values; and 10) Impacts on the surrounding neighborhood including noise, traffic, visible intrusions, potential physical impacts, and property values. 11) Overall benefit to the community; 12) Compliance with sound planning principles; 13) Compliance with the terms and conditions of any zoning approval; and 14) Any other matter relating to the health, safety, and welfare of the community. Recommendation: Based on the preceding, Staff recommends Approval of BOA 26.05 Murphy Oil USA, Planter’s Pointe Special Exception to allow an automobile service station in a B-2, General Business District. Page 53 of 63 EXHIBITS BOA 26.05 – Murphy Oil USA, Planter’s Pointe April 21, 2026 Page 4 of 5 Excerpt from Table 3-2: Dimension Table – Lots and Principle Structure Dimension District or Use Per Acre (UPA) Setback Setback Setback Setback All Structures Height B-1 None/ -none 20’ d 20’none e 30’ l B-2 None/ - none 20’ d none f none e 30’ l B-3a 7,500 s.f./ - 60’ 30’ 35’ 10’ 30% 30’ l B-3b 7,500 s.f./ - 60’ 20’ 20’ none e none 30’ l B-4 None/ - none 20’ 20’ 10’ 30’ l Conceptual Site Plan Page 54 of 63 EXHIBITS BOA 26.05 – Murphy Oil USA, Planter’s Pointe April 21, 2026 Page 5 of 5 Excerpt from Table 3-1 Use Table Zoning Districts B-1 B-2 Zoning Districts B-1 B-2 B-1 B-2 Dwelling Service ● ● ○ ○ ● ● ○ ○ э э ○ ○ ○ ● ● ○ ● ● ● э э ● ● ● ○ Civic ○ ● ● ● ● ○ ● ● ● ● э ○ ● ○ ○ ● ○ ○ ● ● ● ● ● ○ ○ ○ ○ ○ Office Manufacturing ● ● ○ ● ● э э Retail ● ● Rural э э ● ● ● ○ ○ ○ ○ ○ ● = Allowed By Э = Special Conditions ○ = On Appeal Page 55 of 63 Page 4 of6 APPLICATION FOR BOARD OF ADJUSTMENTS Application Type: [] Administrative Appeal El Special Exception D Variance Property Owner / Leaseholder Information Name: CORTE, CAVE/MITCHELL 1, L L c Phone Number: 251-421-2641 Street Address: P.O. B ox 81322 City: Mobile________ State: AL___Zip: 36680 Applicant / Agent Information If different from above. Notarized letter from property owner is required if an agent is used for representation. Name: Muq,h, Oil USA, Inc.Phone Number: (318) 206-3838 Street Address: :>nn p -:-, , . ,,., �_.,.__......,_.....__��-'----- ---------------- ---- City: EL Dor,.1 State: Arkansas Zip: ..._7_.1..._7-'-'� ... 1 _______ _ Site Plan with Existing Conditions Attached: Site Plan with Proposed Conditions Attached: Variance Request Information Complete: Names and Address of all Real Property Owners within 300 Feet of Above Described Property Attached: Applications for Administrative Appeal or Special Exception: Please attach as a separate sheet(s) information regarding the administrative decision made or information regarding the use seeking approval. Please feel free to be as specific or as general as you wish in your description. This information will be provided to the Board before the actual meeting date. It is to your benefit to explain as much as possible your position or proposal. I certify that I am the property owner /leaseholder of the above described property and hereby submit this application to the City for review. *If property is owned 9y Fairhope Single Tax Cm-p. an authorized Single Tax representative shall si � t�re a� /112,1Clf�,II UC- Property Owner/Leaseholder Printed Name Signature Date v�1��'l-? Fairhope Single Tax Corp. (If Applicable) Page 56 of 63 Authorization Letter To Whom it May Concern: I, CORTE. CAVE/MITCHELL 1. LLC, hereby authorize Owner of Record Chase de la Houssaye & Derek Brown of Murphy Oil USA. Inc. Authorized Agent -and- Wesley Miller of RAM Engineering, LLC Authorized Agent Company Company to represent me and to act on my behalf in regard to the application for Murphy USA. Name of Development/ Application Owner of Record Name (Print) Page 57 of 63 RAM ENGINEERING, LLC PO Box 11696 ALEXANDRIA, LOUISIANA 71315 (318) 206-3838 Page 1 of 1 March 09, 2026 To: Hunter Simmons, Director of Planning City of Fairhope PO Box 429 Fairhope, AL 36533 Re: Murphy USA # 24218 Hwy 181 & Hwy 104 Fairhope, Alabama RAM Project No. 2025.002 BOA Application Dear Mr. Simmons, On behalf of Murphy Oil USA, Inc., we are submitting a Board of Adjustments & Appeals (BOA) application for the above-mentioned project. We request that this item be placed on the April 20, 2026 BOA agenda for consideration. This request is being made to allow for the use of an automobile service station in the current B -2 zoning as required by Table 3-1, Article III of the City of Fairhope Zoning Ordinance. The proposed use of the site is a 2,800 square foot convenience store with eight fuel islands under canopy. This use meets the definition of a “automobile service station”, and as such requires BOA approval. Enclosed herewith are the following: • Board of Adjustments & Appeals application • Property owner authorization letter • Site topographic and boundary survey • Conceptual site plan • Map of adjacent properties with zoning • Names and addresses of property owners within 300 ft Please let us know if you have any questions or require further information. Sincerely, Wesley D. Miller, PE, PLS RAM Engineering, LLC Enclosures: As listed herein Cc: N/A Page 58 of 63 ±194' ±256' ±1 7 9 ' ±1 6 9 ' ±35 ' ±52 ' ST O P 2, 8 2 4 S F 8 M P D v4 . 0 NO PA R K I N G CO M P A C T PA R K I N G CO M P A C T PA R K I N G CO M P A C T PA R K I N G CO M P A C T PA R K I N G 20 0 P E A C H S T R E E T MU R P H Y O I L U S A , I N C . EL D O R A D O , A R 7 1 7 3 0 MU R P H Y US A SH E E T N O . MU R P H Y U S A ( N T I ) HW Y 1 8 1 / H W Y 1 0 4 FA I R H O P E AL A B A M A CS P 8 MPD (STACK) VICINITY MAP PARCEL DATA S.F.ACRES MURPHY PARCEL ± 51,267 ± 1.18 GREENSPACE PROVIDED 38% REQUIRED PARKING 11 SPACES ( 4 SP. FOR 1st 400 S.F. THEN 1 SP. / 400 AFTER) 30%-40% MUST BE COMPACT CAR STALLS (8'W) PARKING SPACES PROVIDED 11 (+ 16 UNDER CANOPY) ZONING B-2 (GENERAL BUSINESS DISTRICT) SETBACKS *PER PLANTERS POINT SUBDIVISION, RE-SUB LOT 2, NW CORNER HWY 181-HWY104 SUBDIVISION FRONT (ROAD FRONTAGE):*50' SIDES:*60' (SOUTH) *10' (NORTH) REAR:*10' SIGNAGE 8' HEIGHT MAX 1 2 S.F./L.F. BUILDING FACE DRIVEWAY SLOPE 2%+- (EXISTING/PROPOSED) CO N C E P T U A L S I T E P L A N CO N T A C T : W E S L E Y M I L L E R RA M E N G I N E E R I N G , L L C P. O . B O X 1 1 6 9 6 AL E X A N D R I A , L A 7 1 3 1 5 (3 1 8 ) 2 0 6 - 3 8 3 8 PR E L I M I N A R Y D O C U M E N T RA M E N G I N E E R I N G , L L C ( E C A 5 1 0 8 2 ) WE S L E Y M I L L E R , P E ( P E 3 7 4 1 7 - E ) PARCEL AREA FUTURE RETAIL SITE LOCATION FUTURE RETAIL PUBLIX ST A T E H I G H W A Y 1 8 1 STATE HIGHWAY 104 SIGNALIZED INTERSECTION PAVEMENT QUANTITIES S.F. PARKING ± 25,100 DRIVEWAYS (INSIDE R/W)± 0 SIDEWALKS ± 1,675 DUMPSTER PAD ± 720 TANK PAD ± 1,376 Page 59 of 63 ww w . g r e e n b e r g f a r r o w . c o m Ph o n e : ( 7 7 0 ) 4 2 2 - 8 1 8 1 At l a n t a , G A 3 0 3 0 9 Fa x : ( 7 7 0 ) 4 2 2 - 8 1 0 1 12 3 0 P e a c h t r e e S t . N W , S u i t e 2 9 0 0 Page 60 of 63 ±194' ±256' ±1 7 9 ' ±1 6 9 ' ±35 ' ±52 ' ST O P 2,8 2 4 S F 8 M P D v4. 0 NO PAR K I N G COM P A C T PAR K I N G COM P A C T PARK I N G COM P A C T PAR K I N G COM P A C T PAR K I N G 20 0 P E A C H S T R E E T MU R P H Y O I L U S A , I N C . EL D O R A D O , A R 7 1 7 3 0 MU R P H Y US A SH E E T N O . MU R P H Y U S A ( N T I ) HW Y 1 8 1 / H W Y 1 0 4 FA I R H O P E AL A B A M A VICINITY MAP ZO N I N G M A P CO N T A C T : W E S L E Y M I L L E R RA M E N G I N E E R I N G , L L C P. O . B O X 1 1 6 9 6 AL E X A N D R I A , L A 7 1 3 1 5 (3 1 8 ) 2 0 6 - 3 8 3 8 PR E L I M I N A R Y D O C U M E N T RA M E N G I N E E R I N G , L L C ( E C A 5 1 0 8 2 ) WE S L E Y M I L L E R , P E ( P E 3 7 4 1 7 - E ) SITE LOCATION ST A T E H I G H W A Y 1 8 1 STATE HIGHWAY 104 ST A T E H I G H W A Y 1 8 1 STATE HIGHWAY 104 PARCEL ID #77680 B3 GENERAL BUSINESS PARCEL ID #627491 B2 GENERAL BUSINESS DISTRICT PARCEL ID #626308 B2 GENERAL BUSINESS DISTRICT MURPHY SITE PARCEL ID #626309 B2 GENERAL BUSINESS DISTRICT PARCEL ID #626311 B2 GENERAL BUSINESS DISTRICT PARCEL ID #19982 B2 GENERAL BUSINESS DISTRICT PARCEL ID #626310 B2 GENERAL BUSINESS DISTRICT PARCEL ID #388078 B2 GENERAL BUSINESS DISTRICT PARCEL ID #44627 RSF - E - RESIDENTIAL SINGLE FAMILY ESTATE Page 61 of 63 Page 62 of 63 Page 63 of 63