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1755 Beach Ave RESA21-0019 2nd Floor Bump OutOWNER:ADDRESS:CITY:STATE:ZIP: JD SWANSON LIVING TRUST 1755 BEACH AVE ATLANTIC BEACH FL 32233 COMPANY:ADDRESS:CITY:STATE:ZIP: BOSCO BUILDING CONTRACTORS 2158 MAYPORT RD ATLANTIC BEACH FL 32233 TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 169672 0000 NORTH ATLANTIC BCH UNIT 1 JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 1755 BEACH AVE RESIDENTIAL ADDITION SINGLE OR TWO FAMILY RESIDENTIAL ADDITION SECOND FLOOR BUMP OUT $12000.00 LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. 1 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL Notes: All runoff must remain on-site during construction. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. 1 of 2Issued Date: 10/11/2021 PERMIT NUMBER RESA21-0019 ISSUED: 10/11/2021 EXPIRES: 4/9/2022 RESIDENTIAL ADDITION PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $115.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $57.50 PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.59 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00 TOTAL: $377.09 2 PUBLIC WORKS ROLL OFF CONTAINER INFORMATIONAL Notes: Roll off container company must be on City approved list. Approved list can be obtained at the Building Department at City Hall. Roll off container cannot be placed on City right-of-way. 3 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL Notes: Full right-of-way restoration, including sod, is required. 4 PUBLIC WORKS DECKING REMOVED INFORMATIONAL Notes: All old decking and debris must be removed from job site by Contractor. 2 of 2Issued Date: 10/11/2021 PERMIT NUMBER RESA21-0019 ISSUED: 10/11/2021 EXPIRES: 4/9/2022 RESIDENTIAL ADDITION PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 DESCRIPTION ACCOUNT QTY PAID PermitTRAK $377.09 RESA21-0019 Address: 1755 BEACH AVE APN: 169672 0000 $377.09 BUILDING $115.00 BUILDING PERMIT 455-0000-322-1000 0 $115.00 BUILDING PLAN REVIEW $57.50 BUILDING PLAN CHECK 455-0000-322-1001 0 $57.50 PUBLIC WORKS PLAN REVIEW $100.00 PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00 STATE SURCHARGES $4.59 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.59 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 ZONING PLAN REVIEW $100.00 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00 TOTAL FEES PAID BY RECEIPT: R17630 $377.09 Printed: Monday, October 11, 2021 11:56 AM Date Paid: Monday, October 11, 2021 Paid By: BOSCO BUILDING CONTRACTORS Pay Method: CREDIT CARD 530020445 1 of 1 Cashier: CG Cash Register Receipt City of Atlantic Beach Receipt Number R17630 ~+; CENTRALSQUARE Final Plumbing Final Electrical Final HVAC CC Final Final Building* Swimming Pool Steel Swimming Pool Safety Electrical Grounding & Bonding Swimming Pool Final (Bldg) Swimming Pool Final (PW) Formed Columns/ Beams* Masonry Cell Fill Structural Steel* OTHER: OTHER: OTHER: OTHER: OTHER: Power Pole Silt Fence Piers/ Stem Walls Underground Plumbing Underground Electric Foundation/ Footing Slab** Retaining Wall Footing Driveway Sewer (Building Dept) Sewer Tap (Utilities Dept) Rough Electric* Rough Plumbing/ Top Out* Rough Mechanical* House Wrap Wall Sheathing Roof Sheathing Tie-down Framing Connections Rough Framing Roofing In Progress Window/Door In-Progress Insulation Ceiling Insulation Wall Exterior Lath Stucco Scratch Coat Exterior Siding In-Progress Brick Flashing & Ties Early Power Gas Rough Gas Final* * When all rough electric, plumbing, mechanical are complete but before any work is covered up. * When all gas piping is complete and wallboard is installed but before gas is attached to any appliance. All outlets must be capped and pipe pressurized at a minimum of 15 lbs. * For new living space: When all construction work including electrical, plumbing, mechanical, exterior finish, grading, required paving and landscaping is complete and the building is ready for occupancy, but before being occupied Additional inspections may apply to your project if your project contains these elements: INSPECTIONS REQUIRED FOR BUILDING PERMITS To verify compliance with building codes, inspections of the work authorized are required at various points of the construction. The following inspections are typically required for residential projects: Date: Initial: Date: Initial: _____________________________________________________ Permit Type ____________________________________________________ Permit No. __________________________________________________________ Job Address ____________________________________________________ Contractor POST THIS CARD WITH PERMITS AND PERMIT DOCUMENTATION IN FRONT OF BUILDING Construction Hours per City Code: 7am—7pm Weekdays; 9am—7pm Weekends Building Department Public Works/Utilities Fire Department Phone: 904-247-5826 Phone: 904-247-5834 Phone: 904-630-4789 Fax: 904-247-5845 Fax: 904-247-5843 Fax: 904-630-4203 * When forms and reinforcing steel, anchor bolts, sleeves and inserts, and all electrical, plumbing and mechanical work is in place, but before concrete is poured. * When all structural steel members are in place and all connections are complete, but before such work is covered or concealed. ** FORM BOARD ELEVATION CERTIFICATE MUST BE ON-SITE FOR SLAB INSPECTION IN fE'1r l@N l lN E~ ~I@ ~1-iM Musr CAIi. BY 4PM PREVIOUS DAY FOR NIEXI' DAY INSPECIION R E S A 2 1 - 0 0 1 9 ~) :,;(l..tu' f/c O Building Permit Application ,,1 Jj City of Atlantic Beach Building Department 800 Seminole Road, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us U p d a t e d 1 0 / 9 / 1 8 * * A L L I N F O R M A T I O N H I G H L I G H T E D I N G R A Y I S R E Q U I R E D . Job Address: l J 55 8 fA.c.k A ve.. AH ""---h l &~t:L. Permit Number: _ _ _ _ _ _ _ _ _ Legal Description {lfS oe£AN LD 1-1 UN ITS ~tR Ac. \ 6 G t 7 2 - 0 o o o RE # _ _ ~ - - - - " - - - - Valuation of Work (Replacement Cost)$ \ Z, 000 Heated/Cooled SF ____ Non- H e a t e d / C o o l e d _ _ _ _ _ • Class of Work: □New ~dditlon □Alteration □Repair □Move □Demo □Pool □ W i n d o w / D o o r • Use of existing/proposed structure(s): □Commercial l)(Residential • lfan existing structure, is a fire sprinkler system installed?: □Yes Ci'!INo • Will treelsl be removed In association with orooosed oroiect? □Yes (must submit seoarate T r e e R e m o v a l P e r m i t l ~ N o Describe in detail the type of work to be performed: AJJ:r:, Close+ bvl"'\P ou+ 0 1 \ 5 e C C M - J . + l o o r . . Florida Product Approval # __________________ for multiple pro d u c t s u s e p r o d u c t a p p r o v a l f o r m Property Owner Information Name. ?f.~_rr 50f.Jc.u\SOI\ . Address /7 5 s Be ca..c.L. A v e City /hJ;lqdi~ &~e;,S State FL Zip :12. 2 J 3 Phone 'i O ' t - Z J J - - 7 6 0 0 E-Mail JJ-, tJO (;>~ n~-:1 . UJ M Owner or Agent (If Agent, Power of Attorney or Agency Letter Required) _________ _ _ _ _ _ _ _ _ _ _ Contractor Information Name of Company &o s:c::o {),c1i,,_IJ1Y1._J CtMK~-wrs . .tPC. Qualifying Agent .TodJ ~ o _ r . c 0 Address Z IS fl: l"\cx.. YP(J(' -r ~ J. City J'"G..dl.fdl\ \/~ lie,_ State ( " ' L Z i p 3 ' l 2 1 J Office Phone q O 4-?..,,1,// -0 -S Z-0 Job Site Contact Number C)C, l(-Z T 7 - o < i 0 4 State Certification/Registration.# ce,c 12_50ll'2 E-Mail dd s-cocbc. c o n Architect Name & Phone# ~ c-k,lec~ -Go Engineer's Name & Phone# e( r4.ee_ Cct-1\S",.d O W Workers Compensation Insurer 0.: ' H(f OR Exempt□ Expirat i o n D a t e Z Z Application is hereby made to obtain a permit to do the work and installations as indicated. I certify t h a t n o w o r k o r i n s t a l l a t i o n h a s commenced prior to the issuance of a permit and that all work will be performed to meet the stand a r d s o f a l l t h e l a w s r e g u l a t i n g construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICA L W O R K , P L U M B I N G , S I G N S , WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. NOTICE: In add i t i o n t o t h e r e q u i r e m e n t s o f t h i s permit, there may be additional restrictions applicable to this property that may be found in the pub l i c r e c o r d s o f t h i s c o u n t y , a n d there may be additional permits required from other governmental entities such as water managem e n t d i s t r i c t s , s t a t e a g e n c i e s , o r federal agencies. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be d o n e i n c o m p l i a n c e w i t h a l l applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COM M E N C E M E N T M A Y RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PRO E R T Y . I F Y O U I N T E N D TO OBTAIN Fl NCIN , CONSULT WITH YOUR LENDER OR R N Y B E F O R E RECOR R TICE OF COMMENCEMENT. ,.-JJ.~?rfi!;;... WILLIAM L. POPE n/ t/' ~ \.,,1 MY COMMISSION# GG 348645 ¥1! Personally Known O ',i~:~! EXPIRES: October 19, 2023 I ~-Produced I dentificat rf-1.;~~·r,f~?~··· Bonded Thru llo!ary Public Underwriters Type of Identification:~~~~~~~~~~~~~ Si~d sworn to (o. r affirme d ) b e f o r e m e t h i s - 2 1 ~ a y o f ~~----.......,___~• -;7-0,;,._/ • by -- n f > O . P A 1 2 ~ . r c v W , / 4 ' , ± > , - f , o ( S i g n a t u r e o f ~ t a r y ) _ •. -; , ? ~ ? i / i ( ; ; , , W I L L I A M L . P O P E J){ Personally Known OR t/ " / ! ; , ' \ ~ M Y C O M M I S S I O N # G G 3 4 8 6 4 5 [ ] Produced Identification ~ t 6 - ~ • / E X P I R E S : O c t o b e r 1 9 , 2 0 2 3 · < r . i f ~ : f ~ ? , " : • · · B o n d e d T h r u N o t a r y P u b l i c U n d e r w r i t e r s Type of Identification: ----llioiiiiiiiiiiiii i i i i i i i i i i i i i i i i i i i i i , i i i o i i i i ; ; ; ; ; ; ; ; ; . , ; ; ; ; ; ; . i i i i i ; ; ; . u ; i ' l , , ! RE S A 2 1 - 0 0 1 9 NOTICE OF COMMENCEMENT State of _--=>f___._l a_,-'l=J_G\. ____ _ Tax Folio No. __ _ _ _ _ _ _ _ _ _ _ _ County of __ ()_V_V_O.._\ ______ _ To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, an d i n a c c o r d a n c e w i t h S e c t i o n 7 1 3 of the Florida Statutes, the following information is stated in thi~NOTICE OF COMMENCEMENT. p - A Legal Description of property being improved: R l: S OCt:AN L O '3 -7 VAJ l T'S c e C 1 r -10 & CJ -:;:;__ s -'d--tf . r _t7 tt« { r Ft-I Addressofpropertybeingimproved: 1755 l!>eG.c."'-lf\/e. A~&v\. 'C., Ge~d - ~ , F t - , J , ? 2 J J General description of improvements: AdJ,11t~ C loJe.J-hvMP D v+-01'\ 2 A . c l S . . + o r y Owner: -:refwr StJCv\ >oA Address: Owner's interest in site of the improvement: AJJ J/\-5 CI OS" et-. ~---... ~-~--~-------- - - - - - - - - - - Fee Simple Titleholder (if other than owner): __________________ _ _ _ _ _ _ _ _ _ _ _ Name: Contractor: B_o_s_co __ fb...,....---v-1 --:-i d-,--1 j--ttj--0-0-ll¥_"-_G-h>r--r--~-I\.-C--.--/~~-o-J--,--- - - . J - - - , 8 e - o - , ) I _ C _ C , _ _ Address: 2 \ 5 8 ,,v\C-\}tP«+ R_J • 't c..e-k>O-AV~ lil, FL 1' Z 2 J > Telephone No.: q 0~ -2 ~ I -0 3 Z.o Fax No: ___ ·----- - -Surety (if any) ____________________________ _ _ _ _ _ _ _ _ _ _ Address: ______________________ Amount of Bo n d $ _ _ _ _ _ _ _ _ _ Telephone No: _________ _ Fax No: __________ _ _ Name and address of any person making a loan for the construction of the improvements Name: ___________________________ _ _ _ _ _ _ _ _ _ _ _ Address: --------------------------- - - - - - - - - - - - Phone No: ___________ _ Fax No: __________ _ _ Name of person within the State of Florida, other than himself, designated by owner upon whom n o t i c e s o r o t h e r d o c u m e n t s m a y be served: Name:------------------------- - - - - - - - - - - - - - Address: ___________________________ _ _ _ _ _ _ _ _ _ _ _ Telephone No: _________ _ Fax No: __________ _ _ In addition to himself, owner designates the following person to receive a copy of the Lienor' s N o t i c e a s p r o v i d e d i n S e c t i o n 713.06(2) (b), Florida Statues. (Fill in at Owner's option) Name: -Address: ___________________________ _ _ _ _ _ _ _ _ _ _ Telephone No:__________ Fax No: ~ ~ . . . ~ . . . ~ . . ! ! ! ! ! ! ! : ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ' ! ! ! ! ! ! ! ! ! ! ! ! ' ! ! ~ , - ~ - - - · ~ ~ ~ - - - W I L L I A M L . P O P E Expiration date of Notice of Commencement (the expiration date is one {1) year from the date of r { ~ i ~ : - ~ l ~ G A ! t ! f f l S 6 i < i : W l f m ! 3 t i 8 6 4 5 specified): ' : . ; t ~ , i ! E X P I R E S ; O c t o b e r 1 9 , 2 0 2 3 THIS SPACE FOR RECORDER'S USE ONLY Dec# 2021252676, OR BK 19930 Page 1946, Number Pages: 1 Recorded 09/27/2021 11 :33 AM, JODY PHILLIPS CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10.00 · · • , , . , , . , , , . o n r u o r y P u b l i c I J n d e r w r i t e r s OWNER D a t e : ~ ~ ' - ' - - 1 / . J _ ) ' - - ' - / _ ; ; . . - ' - - - / _ t h e C o u n t y o f D u v a l , S t a t e RESA21-0019 PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH, FLORIDA (*REQUIRED) *Project Address: __ I _7_S_S_--=~'--e.a.c __ l_A_v_e_...,L/_A_+_l~_~_l-....:,,8,e..._;e'--~-c_k ______ Permit#: _______ _ *Owner/Project Name: _ ___,,:r,e__e_f-_:W;__,1._y_--=S::c...w_C<A_--=:Soc.=.../1_;;__ ________________________ _ As required by Florida Statute 553 .842 and Florida Administrative Code Rule 61G20-3, please provide the information and product approval number(s) for the building components listed below as applicable to the building construction project for the permit number listed above. You should contact your product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide product approval may be obtained at: www.floridabuilding.org. Category/Subcategory Manufacturer Product Descrip tion Limitation of Use State# Local# A. EXTERIOR DOORS 1. Swinging 2. Sliding 3. Sectional 4. Garage Roll-Up 5. Automatic 6. Other B.WINDOWS 1. Single hung 2. Horizontal slider 3. Casement 4. Double hung 5. Fixed 5;Mo"+o11 ~l1 Get<'-.f J)(eJ-v,~5 '5\""\1 6. Awning 7. Pass-through 8. Projected 9. Mullion 10. Wind breaker 11. Dual action 12.0ther Page 1 of 4 Updated 06/21/21 Category/Subcategory Manufacturer Product Descr iption Limitation of Use State# Local# C. PANEL WALL 1. Siding HwJ; )('10&1( Pc"te.l ( 1~192 .H 2. Soffits 3. EIFS 4. Storefronts 5. Curta i n w all s 6. Wall louvers 7. Glass block 8. Membrane 9.Greenhouse 10. Syn t hetic stucco 11. Other D. ROOFING PRODUCTS 1. Asphalt shingl es 2. Underlayments 3. Ro ofing fasteners 4. Nonstructural metal roof 5. Built-u p roofin g 6. Modified bitumen 7. Singl e ply roofing 8 . Roofi ng tiles 9. Roofing insulation 10. Waterproofing 11. Wood shingl es/sh akes 12. Roofing slate 13 . Liq uid applied roofin g 14. Cement-adhesive coat s 15. Roof tile adhesive 16. Spray applied polyurethane roof 17.0ther Page 2 of 4 Updated 06/21/21 In addition to completing the above list of manufacturers, product description and State approval number for the products used on this project, the Contractor shall maintain on the job site and available to the Inspector, a legible copy of each manufacturer's printed specifications and installation instructions along with this Product Approval Sheet. I certify that this product approval list is true and correct to the best of my knowledge . I further certify that use of different components other than the ones listed in this document must be approved by the Building Official. *Contractor Name (Print Name): __ Tt_o_J_d _ __,f;~o'--~-c_O ____ *Contractor Signature: _________________ _ *Company Name: ___ B"-"e;--'St:Q~~~B~u_: /.-=~~,'tt-'--,ljl-------"Co~/\.-~,._.__~ __ r~s-1 _:C:_AJ_C_. ------------------ *Mailing Address: --=2'--('---'5"'-----=-8 __ ,Nl_~__.___.m_;;_~_r+_..a....;;R_J_.---=S: _____________________ _ *City: ---'s=--Ct,_c,,_U._f<_o_A_V_~_ll_e, _________ *State: f lon'd c,..__ *Zip Code: _3_Z_2---=J_3 _____ _ *Telephone Number: q,o t-f -ZJ.f I-0 ""'J 2-0 *E-mail Address: -lndcf O be .rcocbc. COM Cell Phone Number: __.,,...-Fax Number: ----------------------------------------- Page 4 of 4 Updated 06/21/21 MODEL DESIGNATION: Simonton Series 41-18 Vinyl Fixed Window MAXIMUM OVERALL NOMINAL SIZE: See Size Chart DESIGN PRESSURE RATING: USABLE CONFIGURATIONS: See Size Chart 0 N O P . E . S E A L R E Q U I R E D I N S T A L L A T I O N S U P P O R T E D B Y A A M A T E S T R E P O R T S S I L I C O N E C A U L K S E E N O T E S 1 0 & 1 1 R E V . f f . R E V I S I O N S : 4 A D D E D F L A S H I N G N O T E . 5 A D D E D G L A Z I N G D E T A I L S . 6 A D D E D M I N . E D G E D I S T . N O T E . 7 A D D E D A A M A 8 0 0 N O T E S 1 0 & 1 1 . 8 U P D A T E D N O T E S R E V I S E D B Y : D A T E : T . D . D . 0 3 / 3 1 / 1 1 T . D . D . 0 6 / 0 6 / 1 1 B . J . S . 0 6 / 1 7 / 1 5 L M H 0 5 / 2 7 / 1 6 L M H 0 6 / 1 3 / 1 9 GENERAL DESCRIPTION: The head, sill, and side jambs are extruded P V C . T h e w a l l t h i c k n e s s through which the anchor screw penetrates is a m i n i m u m o f 0 . 0 7 0 " . # 6 X 1 1 / 4 " M I N . W O O D S C R E W W I T H 1 . 0 0 " M I N . E M B E D M E N T I N T O W O O D M I N . E D G E D I S T . , S E E N O T E S 2" 1 I I 9" o.c. MAX.n 1 MAX. TYP. r I I <l I I I I I rf\ II 'v \..Y I-J: (.') w J: w ~ <( 0:: LL. _J 0 _J <( 0:: w > 0 x <( ~ = =J: ~ 1 ) ~ <l "W" MAX. OVERALL FRAME WIDTH SIZE CHART OVERALL SIZE WIDTH HEIGHT DP RATING "W'' "Hu 96" 72" ±30 PSF 96" 63" ±50 PSF 80" 48" ±55 PSF 2 " M A X . n 7 ~ I I I I J - _ L t . a . : o > - c : i 1 - • x e n < C ~ 1 S I L I C O N E C A U L K S E E N O T E S 1 0 & 1 1 G ) H E A D 1 / 4 " M A X . S H I M S I L I C O N E C A U L K S E E N O T E S 1 0 & 1 1 # 6 X 1 1 / 4 " M I N . W O O D S C R E W W I T H 1 . 0 0 " M I N . E M B E D M E N T I N T O W O O D M I N . E D G E D I S T . , S E E N O T E S N O T E S : E D 2 X B U C K S I L I C O N E C A U L K S E E N O T E S 1 0 & 1 1 S I L L 1 / 4 " M A X . S H I M # 6 X 1 1 / 4 " M I N . W O O D S C R E W W I T H 1 . 0 0 " M I N . E M B E D M E N T I N T O W O O D M I N . E D G E D I S T . , S E E N O T E S S I L I C O N E C A U L K S E E N O T E S 1 0 & 1 1 E D S I L I C O N E C A U L K S E E N O T E S 1 0 & 1 1 1 / 4 " M A X . S H I M J A M B 1 . T h i s i n s t a l l a t i o n h a s b e e n e v a l u a t e d f o r u s e i n l o c a t i o n s a d h e r i n g t o t h e F l o r i d a B u i l d i n g C o d e a n d w h e r e p r e s s u r e r e q u i r e m e n t s a s d e t e r m i n e d b y A S C E 7 M i n i m u m D e s i g n L o a d s f o r B u i l d i n g s a n d O t h e r S t r u c t u r e s d o n o t e x c e e d t h e d e s i g n p r e s s u r e r a t i n g s h e r e i n , f o r u s e o u t s i d e t h e H . V . H . Z . 2 . A l l i n t e r i o r a n d e x t e r i o r p e r i m e t e r s u r f a c e s o f t h e w i n d o w m u s t b e c a u l k e d . 3 . A n c h o r s s h a l l b e s p e c i f i e d a n d s p a c e d a s s h o w n A n c h o r e m b e d m e n t t o b a s e m a t e r i a l s h a l l b e b e y o n d w a l l d r e s s i n g o r s t u c c o a n d i n t o w o o d . 4 . T h e r e s p o n s i b i l i t y f o r s e l e c t i o n o f S i m o n t o n p r o d u c t s t o m e e t a n y a p p l i c a b l e l o c a l l a w s , b u i l d i n g c o d e s , o r d i n a n c e s , o r o t h e r s a f e t y r e q u i r e m e n t s r e s t s s o l e l y w i t h t h e a r c h i t e c t , b u i l d i n g o w n e r , o r c o n t r a c t o r . 5 . S h i m s a r e o p t i o n a l . M a x i m u m s h i m s t a c k i s 1 / 4 " . 6 , W o o d b u c k s ( b y o t h e r s ) m u s t b e e n g i n e e r e d a n d a n c h o r e d p r o p e r l y t o t r a n s f e r l o a d s t o t h e s t r u c t u r e . W o o d b u c k s s h a l l b e s p r u c e - P i n e - F i r . W o o d m i n i m u m s p e c i f i c g r a v i t y = 0 . 4 2 p s i . 7 . W h e n u s e d i n a r e a s r e q u i r i n g i m p a c t p r o t e c t i o n , t h i s p r o d u c t R E Q U I R E S t h e u s e o f a p p r o v e d i m p a c t r e s i s t a n t s h u t t e r s o r o t h e r e x t e r n a l p r o t e c t i o n . 8 . F l a s h i n g s h o u l d b e a p p l i e d u s i n g t h e A S T M E 2 1 1 2 m e t h o d a p p r o p r i a t e f o r t h e o p e n i n g i n t o w h i c h t h e w i n d o w i s b e i n g i n s t a l l e d . 9 . I n s t a l l a t i o n s c r e w s m u s t b e a t l e a s t 3 / 4 " f r o m t h e e d g e o f t h e w o o d . 1 0 . T h i s p r o d u c t c o m p l i e s w i t h A S T M E 1 3 0 0 - 0 4 . 1 1 . D e s i g n a t i o n " X " a n d " O " s t a n d f o r t h e f o l l o w i n g : X : O p e r a b l e P a n e l - 0 : F i x e d P a n e l . 1 2 . U s e 1 0 0 % p u r e s i l i c o n e c a u l k c o m p l i a n t w i t h A A M A 8 0 0 S e c t i o n 1 - S e a l a n t S p e c i f i c a t i o n s f o r u s e w i t h A r c h i t e c t u r a l F e n e s t r a t i o n P r o d u c t s . F o r m o r e d e t a i l s v i s i t S i m o n t o n . c o m . 1 3 . U s e a b a c k e r r o d o n a l l j o i n t s > 3 / 4 " d e e p a n d / o r w i d e r t h a n 1 / 4 " . F i n i s h e d c a u l k j o i n t s h o u l d b e a m i n i m u m o f 3 / 8 " d e e p . M A T E R I A L : S I Z E : D R A W I N G N O . : R E V . D I S C L O S U R E S T A T E M E N T T h i s d o c u m e n t i s t h e p r o p e r t y o f S i m o n t o n W i n d o w s , w h i c h R M S F I N I S H : D i m e n s i o n a l T o l e r a n c e s U n l e s s O t h e r w i s e S p e c i f i e d - ~ I ~ N ° ~ r 9 ~ · B I N 0 2 3 7 8 D R A W N B Y : D A T E : r e t a i n s a l l p r o p r i e t a r y a n d o t h e r r i g h t s t o i t s s u b j e c t m a t t e r . 1 - , . _ . _ ~ - - ~ . , , , . . . _ . . w . u - = 1 - - - - - - - - - - l T h i s d o c u m e n t i s p r o v i d e d t o t h e r e c i p i e n t o n t h e e x p r e s s e d A L L O Y & T E M P E R : o n d i t i o n t h a t i t t s n o t t o b e d i s c l o s e d , r e p r o d u c e d i n w h o l e o r p o r t , n o r u s e d i n c o n j u n c t i o n w i t h t h e d e s i g n , m a n u f a c t u r e o r t r r , . ; ; ; , ; ; : ; - , ~ - - - - - + . ; ; ; n ' I T T I " . , - - - - - - - t r e p a i r o f g o o d s f o r a n y o n e o t h e r t h a n S i m o n t o n W i n d o w s w i t h o u t i t s c o n s e n t . T h i s r e s t r i c t i o n d o e s n o t l i m i t t h e r e c i p i e n t ' s r i g h t s t o u t i l i z e i n f o r m a t i o n c o n t a i n e d i n t h i s S U R F A C E A R E A : d o c u m e n t w h i c h i s p r o p e r l y o b t a i n e d f r o m a n o t h e r s o u r c e . t : F l ~ N = i s ~ H - = T R = E A ' " " T M , , . . , , , , E N ~ T ~ : _ _ _ . _ _ _ _ _ _ _ - - - l F I L E : F L 5 1 7 7 D e c i m a l s . x ± . 0 3 . x x ± . 0 1 . X X X ± . D 0 5 1 C o c h r a n e A v e n u e P e n n s b o r o , W V 2 6 4 1 5 T . D . D . 0 2 / 0 1 / 0 8 C H E C K E D B Y : D A T E : A n g l e s S C A L E : S H E E T : A P P R V D B Y : D A T E : F I T 1 o f 1 0 • 3 0 m i n . S E R I E S : 4 1 - 1 8 P I C T U R E ( F I X E D ) W I N D O W T i l l . £ : 2 X B U C K I N S T A L L A T I O N GENERAL NOTES 1. CODES USED;: 2020 FLORIDA BUILDING CODE, RESIDENTIAL EDITlO~ AND EXJS11NG BU/LDlNG EDmON, ACI, NOS, APAANDASCE.7•18. 2. THE ALTERA.TIONS FOUND WITHIN ™ESE:: Pl.ANS ARE DESIGNATED ADDmONS IN COMPLIANCE WITT-I SECTION 301.1.2 OF Tl-IE EXISTING BUILDING CODE, 3, ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN .ACCORDANCE WlTH APPLICABLE CODES AND AIJTI-iORITIES HAVING JURISDICTION OVER THE WORK. -4. CONTRACTOR SHAll VERtFY DIMENSIONS AND CONOmONS AT THE JOB SITE PRJOR TO COMMENCING CONSTRUCTION. 5. DETAfLS FOUND WJTHlN Tl-lESE. DRAWINGS St-W.L Be ASSUMED TO BE TYPICAL DETAILS FOR THIS J08 ONLY. DETMLS $HALL GOVERN CONSTRUCTION FoR THIS JOB UNLESS NOTED OTHERVVISE ON THE Pl.ANS, 6. lliE SCOPE OF WORK OF THIS PROJECT IS LlMtrED .0 THE CHANGES SHOWN ON THESE PLANS, THE SCOPE OF WORK 5PECIFICAI.L Y EXCLUDES Nff ANO ALL ARCHlTECTURAL, WATERPROOFING. MECHANICAL. PLUMBIN13 OR ELECTRICAL WORK. 7. EXJSTING STRUCTURES ARE. SHOWN ON DRAWINGS FOR CI....AAJTY ONLY. VERIFY .ALL EXl511NGIHEW ELEVATIONS AND 1YPE OF CONSmUCTION OF THOSE STRUcnJRES, AND NOTIFY ENGINEER IMMEDIAlEL Y B'EFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES lHAT MIGHT EXJST BETWEEN CONSTRUCTION DOCUMENTS AND/OR AClVAL FIB.D CONDrrlDNS. THE CONTRACTOR SHAL.l PROVIDE All TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES NECESSAR.Y TO PROTECT THE STRUCTURE AND NlY PERSONNEL DURlNG CONSTRUCTION, THE DESIGN ~C'r ANO SAFETY CF ABOVE ITEMS ARE TtlE SOLE RESP0"'51BIUTY OF THE CONTRACTOR. FRAMING NOTES ~. DESIGN OF WOOD COMPONENTS IN THIS STRUCltJRE IS BASED ON THE 2020 FLORIDA EI.UILDIN0 CODE, AND THE. NATIONAL DESIGN SPECIFICATION FORWOOD CONSTRUCTION. 2-DESIGN LOADING FOR THl8 STRUCTlJRE lS FOUND IN THE LOAD TABLE ON THIS SMEET. 3, ALL FRAMING NICHORS SHOWN ON Pl.ANS ARE SIMPSON. ALTERNATE CONNECTORS ARE ACCEPTABLE PROVIDE□ EQUAL OR GREATER CAPACrnES ARE ACHIEVED. CONTACT ENGINEER OF RE CORO IF E.QUAL CAPACmES ARE NOT APP~T. -4, All WOOD DIRECTLY EXPOSED TO CONCRETE, MASONRY OR 50ll SHAU. E!E PRESSURE TREATED. 5. ALL WOOD DIRECTLY EXPOSED TO WEATHER SliALL BE PRESSURE TREATED. 6. NAILS OR CONNECTORS EXPOSED TOWEATHERSHALLBEGALVANIZED. 7. DEMENSION LUMBER 7. 1. ALL MEMBER SIZES GIVEN IN THE DRAWINGS AAE NOMINAL DIMENSIONS 7.2. WHERE POSTS ARE CAllED OUT, HEADERS SHALL BEAR FVLL YON POSTS. 7.3. ALL BEAMS ANO JOISTS NOT BEARING ON SUPPORTING MEMBERS SHALL BE FRAMED WITH SIMPSON STRONG-TIE JOIST HANGERS OR EQUAL PER APPROVAL Of THE ENGINEER OF RECORD. THE JOIST HN4GERS SHALL flE NAILED WITH NAILS MEETING THE DlMtETERMIO LeNGn--f PER THE DETAILS. 8. ALL KAil.$ SHALL BE COMMON NA!LS. t.lNLESS OTHERWlSE NOlEO. NAIL S!ZES ARE DEFINED BELOW: ad=o.1s1•x2-1/2" 10d:0.148•1(3• 12d=0.148.x3-1W 1ed1::o.162"x3-1fl~ 8. CONVENTIONAL FRAMING LUMBER IS 2x No.2 SYP UNLESS NOTED OTHER\11/lSE. EXTERIOR WALL STUD SPACING ""'°"'""'""' l"\IUI i=..::, BRITTLE FINISH FLEXIBLE FINISH W/\JJ. HEIGHT ll/360) WAll. HEIGHT (U1:20) BEARING STUD SIZE AND GRADE 8FT 9FT 10FT 11 FT 12FT 8FT 9FT 10FT CONDtTION 2X4SPF sruo 16 12 X X >< 16 16 :x. ONE 2X4N0.2SPF 16 12 .>< .>< >< 16 16 16 STORY 2X6 SPF Sl\JD GRD OR N0.2 16 16 18 ,. 18 18 18 16 2MSPFS1\JD ,. 12 "'x'" >< '>< 18 12 !"'x'" TWO 2X4 N0.29PF 16 12 ,;x. >< X: 16 16 12 STORY 2X6 SPF STUD GFU> OR: N0.2 16 16 16 18 16 16 18 18 NOTES 1. ALL NON-CORNER STUDS LOCATED IN WALL EN□ ZONES TOBE DOUBLED, FASTEN STUDS TOGETHER wm-t 1~ COMMONSATa·o.c. 2. NON-BEARING WALLS MAY BE FRAMED WITH 2X STUDS AT 24• O.C.. MAX. SHEATHING NOTES FOR WALL SHEATHING: 11FT = 12 16 X .>< 16 12FT ...,,,,,. .?<-. 18 >< >< 18 1. FOR STUCCO AND $TO~ MIN i" OSB OR PLYWOOO, SPAN RATING 32116. INST.AU.ED VERTICALLY, CR MIN /s• OSB OR flL YNOOD, SPAN RATING 32/16, INSTAl.lEEl HORfZONTALL Y, TO WALL FRAMING, FASTEN WITH Bel NAILS A'l 6" O.C. ON EDGE, 1.Z-O.C. IN FIELD, 2. FOR All OTHER VENEER: MIN ~ OSB OR PLYWOOD. SPAN RATING 24J16, INSTALLED VERTic.ALLY OR HORIZONTALLY, TO WALL FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIElD {BLOCKED PANEL EDGES) OR. s• O.C. EDGE AND FJELD (UNBLOCKED PANa. EDGES). FOR ROOF SHEATHING: 1. FOR SHINGLE AND r.AETA!.. ROOF: MIN r( OSB OR PLYWOOD, SPAN RA.TING 24/18, INSTALL.a) PERPENDICULAR. TO ROOF FRAMING.FASTEN WITH 8d RJNG SJ-IANKNAILSAT8"0.C. ONEDGI::, 1'Z' O.C. IN FIEl.D. 2.. FOR TILE ROOF: MlN i9 PLYWOOD, SPNf RA.TING 32116, INslALlED PERPENDICULAR TO ROOF FRAMING. FASTEN WITH 8d RING SHANKNAILSAT£•o.c. ON EDGE.12" O.C. IN l"lELD. 3. SINGLE CUP PANEL EDGES. INSTALL PANELS CONTIMJOIJS OVER T\IVO OR ~ORE SPANS WITH STAGGERED l':NO JOll'fTS. WHERE PANELS ARE INSTALLED OVER SINGLE sPANS nus. TO FIELD CONDITIONS. BLOCK PANELS A'f 12" o.c. FOR FLOOR DECKING: 1. MINf" T&G OSB OR PL YWOOO, SPAN RATING 48124, INSTAl..l.ED PERPENDICIJl..AR TO FLOOR FRAMING. FASTEN 'MTH 8d NAILS Ai 6" O.C. ON EDGE. 12" O.C. IN FIELD. 2. USE OF W'A RATBl STURD-1.fl.OOR IS AU.OWED WITH A MINIMUM SPAN RATING OF 4!124 AND MINIMUM f' THtCKNESS. FOR.PORCH CEILING SHEATHING: 1. MIN f OSB OR PL Y\IVOOD, SPAN RATING 24/0, INSTALLED PERPENDICULAR TO CEILING FRAMING. FASTEN WITH Bd NAILS AT 3" O.C. ON EDGE, 12" O.C, IN FIELD. LOAD TABLE ROOF: LJVE LO.AO: OEADLOAD: CEJUNG: LIVELOAD: LIVE LOAD-STORAGE: DEAD LOAD: FLOOR: UVELOAO: DEAD LO.AO: DECK LIVE LOAD: WIND LOADS: WINOSPEED: EXPOSURE: IMPORTANCE: 9UJLOING CA.'JE_GORY': ENCLOSED BUILDING: 20.0PSF 1.0PSF a.OPSF 30,0PSF S.OPSF 40.0 PSF 10.0 P.SF 50.0 P.SF 130MPH 0 1.0 u INTERIOR PRESSURE. COEFFICIENT: o.1e MATCH EXISTIMG ROOF PITCH: COMPONENT AND CLADDING DESIGN PRESSURES EFFECTIVE END ZONES, PSF INTERIOR ZONES. AREA.SF PSF 0-20 , ... -37.9 28.9 -31.5 20-60 27.1 --34,0 27.1 ·29.9 50-100 25.£ --32,2 25.6 -28.4 100.200 24.6 -28.9 24.6 -27.1 { 2 ) 2 x 1 2 2 : 1 2 S 1 . 0 1 K O R B E L , T Y P 3 . Q ; . ~ S O N D L E V E L W A L L P L A N 0 f A S T E N L A S T s r u o O f F ' R O P O $ E D A W A L L T O E X I S T I N G F R A M I N G W r T I - - 1 t - i l d N A I L S A T 3 " O . C . K O R B E L , T Y P 3 . ( 2 ) 2 : c . 6 1 : 1 ( 2 ) 2 , . 8 1 : 1 S H E E T I N D E X S 1 . 0 1 I G E N E R A L N O T E S / F R A M I N G P L A N A N D D E T A I L S 2 X B L E D G E R . . F A S T E N T O E X l S T I N B S T U D S W I T H ( 2 ) S D S 2 5 3 1 2 . 2 X S i ' U D S , S E E T A B L E . ~ - - - - - - - - - 2 X s r u o s . F A S T E N T O B A N D W I T H M S T A 1 5 ~ - - - - - - - - - ( 2 ) 2 x 8 B E A M . F A S T E N T O B E A M B E L O W W I T H T I M B E R . L O K L O G 0 1 2 S C R E W S . C O U N T E R S I N K A N D R L L H O L E A S N E E D E D . , - - - - + - - - - - , - - - - - , - - - - 2 X B F L O O R J O J S T A T 2 4 • 0 . C . F A S T E N E A C H E N D w m l t U S 2 8 . , - - - - - + - - + - - - - - 2 X 8 L E D G E R . F A S T E N T O E X I S T I N G B A N D W I T I - t ( 2 ) R O W S O F S O S 2 5 3 1 2 A T l i ? i ~ ~ = = " = = = = f - = i ' F n ~ ~ = : . = : . = : . = : . = : _ _ _ ! ~ ~ ~ ~ I Z O N T A L B R A C E • • • • B E V E L 2 ~ R A F T E R S P A C I N G , M A X . S E E P l . A N A N D F A S T E N T O V E R n C A L B R A C E W t n - 1 ( 2 ) S D S 2 5 6 0 0 . N O T C H P O S T 1 · T T O A L L O W F O R D I A G O N A i . B R A C E . 4 X 6 V E R 1 1 C A L B R A C E . f " A S T E N T O C M U W I T H ( 3 ) 3 1 B " 0 T H R O U G H - 1 3 0 1 . . T S . 4 5 ' B E V E L A T T O P . N o l C H P O S T 1 - " L ' T O A L L O W F O R D I A G O N A L B R A C E , 4 X 1 2 D I A G O N A L B A A D E , c u r F O R A R C . F A S T E N T O V E R T I C A i . A N D H O R I Z O N T A L B A A C E P O S T W I T H ( 3 ) S D S 2 " 6 0 0 , E X I S T I N G C M U W . A l . L . N O T E S : 1 . C O U N T E R S I N K A N D F I L L A L L B O L T S . A N D - S C R E W S , 2 . S E E A R C H I T E C T U R A L ? 1 . A N S F O R S P E C I F I C K O R B E L D I M E N S I O N S . R O O F S H E A T H I N G . S E E W A L L S E C T I O N S . 2 x R A F T E R , S E E C O N V E N T I O N A L F R A M I N G P L A N F O R S ' l Z E A N D S P A C I N G . 2 X O U l l . . O O K E R S A T 2 4 ~ O . C - . F A S T c N T O R A F T E R A N D W A L L \ I V I T H ( 3 ) 1 0 d T O E ~ L S . ( 2 ) 2 X P l . A T E . S E E W A L L S E C T I O N S . T H I S I T E M H A S B E E N E L E C T R O N I C A L L Y S I G N E D A N D S E A L E D B Y G E O F F O A R T N E R , P E , ' u s J N G A D I G I T . A L S I G N A T U R E . P R I N T E D C O P I E S O F T H I S D O C \ J M E N T A . R E N O T C O N S 1 0 E R E D S I G N E D A N D S E A I . . E D w m t o \ J T T i i l S S T A T E M E N T . ( F A C 6 1 G 1 5 - 2 S . O O S ( D ) & 6 1 0 1 • 1 6 . 0 0 5 ) . u U ) - < " . 5 S 1 . 0 1 A R C H I T E C T d i g A R C H I T E C l U R E L L C 1 3 5 0 0 S U T T O N P A R K D R . S O U T H , S U I T E 3 0 1 J A C K S O N V I L L E , F L 3 2 2 2 4 9 0 4 - 5 5 3 - - 2 6 9 8 w w w . d l g - a r d l i t e c t u r e . c o m G E N E R A L C O N T R A C T O R B O S C O B U I L D I N G C O N T R A C T O R S 2 1 5 8 M A Y P O R T R O A D J A C K S O N V I L L E , F L 3 2 2 3 3 p R M I T S E T - 2 1 . 0 9 . 1 6 w c t : : : ) 1 - u w I - - : : : c : u c t : < ( . S ' t J C " ) C " ) C \ I C \ I C " ) . . . . J 1 L r ( . ) < ( w w c o ( ) ( . ) z . . . . . z w : 5 C l ~ - e n w w : : : : > 0 : : z w z ~ 0 r e n ( . ) z < ( w ~ m L O I . O e n I ' - - T " ' " r - - ( 0 T " ' 0 T ' " N BUILDING CODE SUMMARY THE 2020 FLORIDA BUILDING CODE. RESIDENTIAL: 2020 FBC -EXISTING BUILDING, 7TH EDITION IYPE VB UN-PBOTECJE"D OCCUPANCY CLASS· GROUP R..3 GENERAL NOTES GENERAL CONSTRUCTION NOTES: 1. IT IS INTENDED THATTHESEDRAWINGS ARE PREPARED FOR BUILDINGS THAT WILL CONFORM TO Il1E 2020 fl,ORJDA BUILDJNG COPE. RE§IDENtfAL 2 THE MAXIMUM AU.OWABL.E NUMBl,R OF STORIES AND HEIGHT PER LOCAL ZONING ORDINANCES AND PER THE 2014 FLORIDA BUILDING CODE, RESIDENTIAL ARE AS FOLLOWS: A MAX NO. OF STORIES = {3) B. MAX. HEIGHT = S6' FROM GRADE a THE BUl!DING CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE TO THE CODE REGUARDL.ESS OF ANY MISSING OR INCOMPLEl'E DETAILS OR NOTES. 4, THE BUIIDING CONTRACTOR AND HIS SUBCONTRACTORS SHALL CONFORM TO ANY LOCAL ORDINANCES AND SHALL VERIFY ALL DIMENSIONS. MATERIALS, AND CONDITIONS AND SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH HIS WORK 5. \'ERIFY ALL FIELD CONDITIONS AND NOTIFY ARCHITECT OF ANY DISCREPANCIES BEFORE PROCEEDING WITH WORK 6. MAINTAIN A CURRENT AND COMPLETE SET OF CONTRACT DOCUMENTS AT THE JOBSITE. 7. THE ELECTRICALFLDOR PLAN IS INTENDED TO ONLY SUGGEST LOCATIONS FOR FIXTURES, OUTLETS, AND SWITCHES.ELECTRICAL, MECHANICAL, PLUMBING, AND OTHER BUILDING SYSTEMS, IF ANY, ARE TO BE DESIGNED, ENGINEERED AND ARE THE SOLE RESPONSIBILITY OF OTHERS. 8. ALL INTERIOR AND EXTERIOR FLOOR & STEP FINISHES SHALL HAVE A NON-Si.JP RNISH TO MEET ASTM C1028 STATIC COEFRCIENT OF FRICTION MIN. OF 0.8. ERECT AND MA!NTAIN, Atil REQUIRED BY EXISTING RELD CONDITIONS, THROUGHOUT THE ENTIRE PORTION OF THE WORK ALL SAFEGUARDS AND BARRICAO!,S FOR SAFETY INCLUDING POSTING WARNING SIGNS, ENFORCING SAFETYREGUlATIONSAND PROTECTION OF PROPERTY, 9. CHECK ALL CEILING HEIGHTS AND POSSIBLE CEILING PLENUM CONDITIONS FOR Cl.EARANCE OF DUCT-WORK AND ALL OTHER CONSTRAINTS TO ASSURE THE LOCATION OF THE LIGHT FIXTURES I'S SHOWN ON THE LIGHTING PLAN. ANY 1D. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IN WRlTING BEFORE PROCEEDING WITH THE WORK. 11. CONTRACTOR TO POST AND MAINTAIN SIGNAGE FORBIDDING THE USE OF NlCOTlr-lE PRODUCTS THROUGOVf ALL PHASES OF CONSTRUCTION. NICOTINE PRODUCTS ARE NOTTO BE ALLOWED WITHINTHE PERIMETER OF THE BUILDING FOOTPRINT. DRAWING NOTES: DRAWINGS ABE NOT TO BE SCALED fOR [iFOBMATION. 1, ALL EXTERIOR WALLS ARE 2>6. 2 ALL INTERIOR WALLS ARE 2x4 EXCEPT AS NOTED. 3. ALL WALL THICKNESSES ARE ACTUAL 2x4 ~ 3-1!Z', 2xB = 5-1/Z', 2xa~ 7-11~'. ETC. 4, THE SIZE AND QUANTITY OF ALL EXTERIOR STEPS ARE TO BE FIELD DETERMINED BY OTHERS. 5. ALL PLATE ANO CEILING HEIGHTS ARE TAKEN FROM {TOP OF] HOUSE Sl.AIWLOCK. 6. ALL ANGLES ARE 45' UNLESS OTHERWISE NOTED. 7. i'IOTED DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. 8. ALL DIMENSIONS ARE TO FACE OF BLOCK OR STUD WALL 9. ALL WOOD IN CONT ACT WITH MASONRY, CONcRETE OR EARTH SHALL Ill; PRESSURE TREATED APPROPRIATELY FOR THE CONDITION. 10. H ~ HAZARDOUS GLASS LOCATIONS. 11. VERIFY THE KITCHEN AND VANITY LAYOUTS WITH THE DETAILS DONE BY OTHERS. 12 CEILING HEIGHTS ARE DIMENSIONED IN RELATIONSHIP TO THE FINISHED 13. FLOOR AND/OR DECK. SYMBOL LEGEND ROOM NUMBER IDENTIFICATION DOOR NUMBER IDENTIFICATION WINDOW NUMBER IDENTIFICATION CEILING HEIGHT IDENTIFICATION FRAMING DIMENSIONS FINISH FACE DIMENSIONS CABINET DIMENSIONS WALL TYPE IDENTIFICATION INTERIOR ELEVATION IDENTIFICATION EXTERIOR ELEVATION IDENTIFICATION WALL SECTION IDENTIFICATION TYPICAL DETAIL DESIGNATION OETAILNUMBER ~ ~ SHEETWHERE DETAILIS SHOWN ""' CIM. DIM. BQQ.M O][l @ @ MATERIAL X',X' AFF ,.,_., ,.., ,_ . <r ~ ~ t CUT HOUSE WRAP ANtl FOLD INTO OPENIHG9 AT JAMBS ;-.~~r·~:4~::--; .. -i:: G t T A P E T O P f l . A P U P T E W ' O f t l . R I L Y . P : . . ~ ~ r ; l - ~ - ) ; : . . ~ ~ ~ , ' - _ _ _ . , / □ □ D D D D I N S T A L L C O O R S I L L S E A L N A . T A T n t R E S H O l . D P E R M F G ' S R E Q U I R E M E N T S , I N S T A L L D O O R P U . M B A N O S O I J A A E J ~ I I I I \ \ I I I I I I I I / S H O ' M S R r o w a ~ - - - C O N T R O L B A R ' □□ DD □ D D ~ - - - - - - - { [ ] - - - ' . - i i z : : . - - . . - - ~ - - - - w - - - - - l ' l DD APPLY JAMB R.ASHING TO Bernt SIDES OF OCOR. DOOa: FRAME ANO HOUSE WRAP EXTEND.NG 81fr ABOVE DOOR HEAO D D A P P L Y H E A D F l . . A S H l N G EXT E N D I N G 1 D " B E Y O N O B o T I - 1 O O O R J A M B S EXTERIO R D O O R A . A S H I N G D E T A I L S R e L . E A a E T O P f l _ A P A N D C O V E R D 1 A . G O N A 1 C l . t r I N H O U S E ~ ' v V I T H T A P E ' Z ' L O N G E R T H A N C U T ALL FLASHING SHALL SE S E L F A D H E R l N G A N D R □ U E O F L A T A N D S M O O T I - 1 \ \ \ ~ \ ~ \ \ - f - - \ - \ ' F I N i S H E O f l . D O R G ; J T Y P I C A L M O U N T I N G H E I G H T D I A G R A M A 1 0 0 1 1 / 2 ' ' ~ 1 ' - U ' V V I N P C J V V S A N D f l A S I - I N G S H A U . P E I N S T A L . L E J ) I N A C C O R D A N C E Y d l ' H F B c . 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A T L A N T I C B E A C H , F ' L 3 2 2 3 3 ~ 2 1 . 0 9 . 1 6 1 1 1 1 1 i I 2 1 . 0 1 6 7 A 1 0 0 1 I N D E X i i , , - · 1 ~ I ~ ~ ~ f t l - - c - _ _ j 4 CEILING PLAN -SECOND FLOOR A2D01 114"= 1'-<r' " ''•6 1 t r . ; , . l l ~ 0 . . , . . . 0 . . ~ , . . . 0 i i i ~ ~ . . 2 DIMENSION PLAN -SECOND FLOOR D I M E N S I O N P L A N - F I R S T F L O O R A2001 1/4" i:: 1'..(1' A 2 0 0 1 1 / 4 " = N I ' W I N D O W S C H E D U I . E W I N D O W l S I Z E I H E A D I H E I G H T T Y P E I C O M M I W T S A 1 " - B " X \ ' - 6 " F l J < E I ) M A T C H E X J S T I N . G D O O R S C H E D U I . E • S E C O N I I F L O O R D O O R N O . T Y J ' E ! J T Y I . . E F I N I S H C O M M E N T S 2 0 0 l B D M A T C H M A T C H P O C X E T ~ U G t m H 3 F I X T U R E S C H E D U L E - I N T I : R I O R F I X T \ J R E f l X T U R E T Y P E M O U N T I N G H E J G K f C O U N T A 4 • C A N L I C i H r " " " l l f C E I L I N G . , . E L E C T R I C A L O U T L E T L E G E N D ' 1 P 1 1 0 V . D U P L E X O l J T L E T 4 1 T E L E P H O N E J A C K 1 P 1 / 2 S W I T C H D U P L E X O U T L E T l ! ; l T E L E V I S I O N J A C K q p . . . 1 1 D V . G . F . I . D U P L E X O U T I . E T 0 T H E R M O S T A T q p . . . W E A T H E R P R O O F G . F . l & ; ; ; J E L E C T R I C A L P A N E L q p , , . 2 2 0 V , O U T L E T ' r T E L E C T R I C A L M E T E R . . . 1 1 0 V . R . R . M T U . D U P L E X O U T L E T - v A / C D I S C O N N E C T - i r > - P U L L C H A I N . J E E . . D O O R C H I M E S E L E C T R I C A L S W I T C H A N D L I G H T L E G E N D $ S W I T C H A T 4 Z ' A . F . F . 0 R E C E S S L I G H T I N G S E E N O T E 3 ) ~ 3 - W A Y S W I T C H A T 4 2 ' A . F . F . 0 " " - R E C E S S ( E Y E B A L L ) L I G H T I N G $ , 4 - W A Y S W I T C H A T 4 2 ' A . F . F . I I Z I I C E I L I N G M T D . E X H A U S T F A N $ 0 D I M M E R S W I T C H A T 4 Z ' A . F . F . I R ? ) ] I , . E X H A U S T F A N W I T H L I G H T - 6 - S U R F A C E M I D . C E I L I N G L I G H T @ S M O K E A N D C A R B O N M O N O X I D E D E T E C T O R - $ - P E N D A N T L I G H T F I X T U R E m H O L L Y W O D O S T R I P 1 6 - W l ' i l . M I D . L I G H T A T 7 Z ' A . F . F . < ' . \ - . I > F L O O D L I G H T S > = = - : U N D E R C A B I N E T L I T E S [ : J P U S H B L I T T O N 1 Z ' X . < W ' F L U O R E S C E N T + F I X T U R E P R E - W I R E A N D I I B R A C E F O R C E I L I N G F A N 2 4 ' ' X . < 8 " F L U O R E S C E N T ~ P R E - W I R E A N D D F I X T U R E B R A C E F O R C E I L I N G F A N W / U G H T E L E C T R J C A L N O T E S 1 . L O C A T E A L L E L E C T R I C A L O U T L E T S , S W I T C H E S , L I G H T S , S M O K E D E T E C T O R S , F A N S . A N D E X H A U S T F A N S P E R E L E C T R I C A U B U I L D I N G C O D E S , 2 . V E R I F Y W I T H B U I L D E R A N Y S P E C I A L H O O K - U P S . ( R A N G E H O O D S , F I R E P L A C E F A N S , L A N D S C A P E L I T E S , S P R N K L E R S y S T E M . S E C U R I T Y S Y S T E M , I N T E R C O M S Y S T E M , V A C U U M S Y S T E M , S W I M M I N G P O O L , P U M P S , E T C . ) 3 . I N S T / ' i l . W A T E R N A P O R P R O O F F I X T U R E S I N S H O W E R S A N D O V E R T U B S A S R E Q U I R E D . G E N E R A L E L E C T R I C A L N O T E S 1 , E L E C T R I C A L S E R V I C E I S L E S S T H A N 6 0 0 A M P S . C A L C U L A T I O N T O B E P R O V I D E D B Y E L E C T R I C I A N . 2 . P R O V I D E S M O K E D E T E C T O R S P E R N F P A 7 2 A - 8 1 . 2 A N D C A R S O N M O N O X I D E A l . A R M S P E R R 3 1 5 O F T H E 2 0 2 ! ) F S C - R . C O N T R A C T O R E L E C T R I C A L N O T E S 1 . S P E C I F I C A T I O N S , P R I C E S U M M A R Y A N D C H A N G E O R D E R S S U P E R S E D E T H I S E L E C T R I C A L P L A N . T H E P U R P O S E O F T H I S P L A N I S T O O S T A I N P N E L E C T R I C A L P E R M I T . F I X T U R E , S W I T C H A N D R E C E P T A C L E 2 . L O C A T I O N S S H O W N M A Y V M Y D U E T O F R A M I N G , M E C H A N I C A i . C O N F L I C T S , S I T E C O N D m O N S O R L O C A L B U I L D I N G C O D E R E Q U I R E M E N T S . T H E P U R C H A S E R W I L L D O A N E L E C T R I C A L W A L K T H R O U G H W I T H T H E P R O J E C T M A N A G E R D U R I N G 3 . C O N S T R U C T I O N . T H I S W A L K T H R O U G H W I L L I D E N T I F Y T H E P R E D E T E R M I N E D L O C A T I O N O F R E C E P T A C L E S B Y T H E E L E C T R I C I A N S F O L L O W I N G L O C A L B U I L D I N G C O D E S . A T T H I S T I M E , S E L E C T I V E L I G H T F D C T \ J R E S , P H O N E A N D T V J A C K S W l l B E D E T E R M I N E D B Y T H E P U R C H A S E R A S T O T H E P R E F E R R E D L O C A T I O N S . Q S C H E M T I C : 2 1 . 0 8 2 4 □ S I D 1 1 I S W A N S O N R E S I D E N C E ■ P E A A I T 2 1 . 0 9 . 1 8 Q B U I L D 2 1 . 0 1 6 7 1 7 5 5 B E A C H A V E N U E , A T l . A N T I C B E A C H , F L 3 2 2 3 3 A 2 0 0 1 F L O O R P L A N S 3 N O R T H E L E V A T I O N A 3 0 0 1 1 / 4 " = 1 1 . . . o " S O U T H E L E V A T I O N 2 EAST ELEVATION A 3 0 0 1 1 / 4 " = 1 ' . ( 7 ' A3001 1/4'':::: 1'-01 _ _ _ _ _ _ _ f i l ; ; C ~ D F L O O R I ! . 6 - . . - - - i ? L A T E - F I R S T F L O O R I ! . 5 ' - 1 0 " F I R S T f l ~ ~ - ~ _ G R A D E ~ - ' l - 0 " _ _ _ g p l A T E ~ 1 s ' . . 6 " G R A D E ~ - 2 ' - D ' C E D A R S H A l < E R O O F M A T C H E X I S T I N G 9 ' R O O F T R U S S E S , S E E S T R U C T U R A L D R A W I N G S F O R M O R E I N F O R M A T I O N , - - - - - O P E N C E L L S P R A Y F O A M I N S U L A T I O N , C O V E R S T R U C T U R E . , - , . . , . - = : : - - - M E f A l H U R R I C A N E C U P ~ - : : - - - . J V ( 1 @ E A C H T R U S S ) I l l A W A L L S E C T I O N 0 1 A 3 0 D 1 1 f Z ' = 1 • ~ • Q s c l i E M T I C : 2 1 . D 8 . . 2 4 □ • 1 1 1 " " " " ' " " 1 1 I i S W A N S O N R E S I D E N C E - - & ; t . , , , , , , , e : ! ! ! ! 1 - P L A T E - J l ! l D I T ! Q J i a : : J 1 7 ~ " ' ~ - - - H E A D E R , R E F E R T O S T R U C T U R A L D R A W I N G S F O R T Y P E A N D S I Z E 1 : : : 1 . J l i - - - - W I N D O W A S S C H E D U L E D ■ P E R M L T □ B U I L D t - - - - 1 1 2 ' S H E A T H I N G 1 - - - - H A R D l E S I D I N G R O O F M A T C H E X I S T I N G I - - - - Z ' X 6 " W 0 0 D S T U D _ _ _ S E C O N Q . f l O O R . I l T - F l : 1 1 _ _ . E L A T E - F I R S I _ F l . Q Q E L a : : ] ' ~ 2 . 1 . 0 9 . 1 6 2 1 . 0 1 6 7 1 7 5 5 B E A C H A V E N U E , A T L A N T I C B E A C H , F L 3 2 2 3 3 A 3 0 0 1 E X T E R I O R E L E V A T I O N S •N o T VA L I D Wl T H O U T TH E S1 G N A T U R E AN O TH E OR I G I N A L RA I S E D SE A L OF A FL O R I D A UC ! N S f f i SU R V E Y O R AN D MA P P E R . " I I \ LO T TW O ST O R Y MA S O N R Y , & . -: j FR A M E . CA ~ A G ( .:; \ & RE S 1 D E " , C € D. £ . P . MO N U M E N T 72 - 8 1 - A 1 8 oP P O S 1 T E UO M ) M E N T R - 4 7 I 1 LO T 10 5 . 2 ' ,. ; I \ 7 .. ,,. \;I \ 30 ~ . -< ,~ I I I I -- - + I J _,,u ~ ro w D O J r O N E A s f' A . C C OF /l U t . . J ( j ' D f } \ l l \ \ l \ I I I I I l I I I I \ LO T 29 ii~ = = = = = = = = = = = = = = t ~ ~ \ ,= = = = ~w~oo~w ~"" ~ = = == = == = = = = = = = = = = = = = = = = = = = J ! I l LO T 28 Tl - / £ PR O P E R T Y SH O W N HE R E O N AP P E A R S TO UE IN FL O O D ZO N E S "X " (A R E A OU T S I D E TH £ 0. 2 % AN N U A L CH A N C E Fl . O O O P L A I N ) AN O "A O " (D E : P T I - I 2 ; AS ll f l . L AS CA N BE DE T E R M I N E D FR O M Tl - / £ FL O O D IN S U R A N C E RA T £ MA P No . 12 0 3 1 C 0 4 0 9 H . RE V / S [ D JU N £ .3 ; 20 1 3 FO R DU V A L CO U N T Y . Fl . O R / D A . \ \ I l \ l I I I I I l I LE G E N D C. C . C . L DE N O T E S CO A S T A L CO N S 7 R U C l l O N CO N T R O L LJ N E G. P .L () £ N O T E S TH E ' GE N E R A L PE R M I T UN £ \ : 0 , \ J I I I J xi . 1 MAP 0 F S U R V E Y LOt 32, NORTH ATLANTIC BEACH -UNIT No. 1 -R-C-B-S CORPORATION, AS RECORDED IN PLAT BOOK 15, PAGE 10 OF Tl-/£ CURRENT PUBLIC RECORDS OF DUVAL COUNTY, Fl.OR/DA, EXCEPTING THEREFROM ANY LANDS L'l1NG EASTERLY OF Tl-/£ EROSION CONTROL LIN£ FOR DUVAL COUNTY AS RECORDED IN PLAT BOOK 35. PAGES 59. 59A & 59B OF SAID PUBLIC RECORDS. \ : ! "' \ ; I l ! NOTES: \ \ \ \ T f i l J.s .a t. THIS IS A TOPOGRAPHIC ANO BOUNDARY SUR!,£Y. 2. BEARING S BASED ON A CALCUl.A TE"D UN£ BEntffN DEPARTMENT OF NAnJRAL RESOURCES 1/0NVMENTS 72-Bt-Al7 AND 72 -81-A18 PER mE COASrAL CONSTRUCTION CONTROL UN~ FOR DUVAL COUNTY, FLORIDA . .1. TH£ CURRENT COASTAL CONSTRUCnON CONTROL UN£ IS RECOROEIJ IN UAP BOOK C:: PAGES 12 THROUGH 12H, DUVAL COUNTY, RECORD£D JULY 21. 19$2.. 4. MEAN HIGH WATER UNE (MHW) OF:rrRMINW USING EXTENDED OATUU FOR T1D£ INTERPOLATION POINT 100978 (ATWWC BEACH. MHW = 2.04 (NA',TJ 1988). noE RANGE = ~.OJ. !}. SFASONAL HIGH WATER. LJNE AS DERNED BY Fl.OR/DA STAlU~ CHAPTER 161.CJ5J (6){a)2: ·st:asanol high-water lme· m«ms the line formed by the lntars-scUon of the rising shore. and the eJevotiM of 150 perc«1t r,f the local me.an tldaJ l'Ql1(Jtl above local mean hfgh water. 2. ru. + (1.5 X 5.0J = 9.54 (NA 1-D 1988) 6. COOROINA1£S AT PROPERrY CORNERS APE BASED ON STATE' PLAN~ coaRD!NATE SYS'TEM, EAST ZONE, OBTA/NcD USING CPS RUN USING SPECRA PRESCISION EPOCH 25 Ll/t.2 EQUIPMENT AND 7RIM8l£ ~S SOFTWARE, 7. R£F£R£NC~ BENCHMARK JS D£PARTM€NT OF NA TURAl RESOURCES UONUI.IENr 72-81-A17, OBTAINED BY GPS US7NG SPECTRA PREaS10N EPOCH 5a EOUIPMENT AND TRIM8l.E vRS SOFTWARE. ElEVATION = 1207 (NAVD 1988). 8. mt EROSION CON1ROL LINE AS RECORDED IN PC.AT BOOK JS, PAGES ,e. 59A ~ 598 OF 1HC CURRDIT PUBUC RCCOROS Of" DUVAL COUNTY, FlORIOA JS THE EASm?lY MOST PROPERTY UNE FDR PRIVATE LANDS IN SAJD COUNTY. 9. GPS RUN USING SPECTRA PR£CJSION EPOCH 25 L 1/L2 £0/JIPJ.IENT AND TRl!i/Bl£ v,qs SOFTWARE. 10. 'THE GEJol£RAL PERMIT UN£ SHOWN AS PER Off/CJAL RECORDS BOOK 12975, PAC£ 1781 OF THE CURRDJT PUBLJC RECOROS OF' OUVAL COUNTY; Fl.ORIOA. 11. CONTOURS ARE COMPUTER GENERA TED. 12. SJ7E BEHCHMARK IS A NAIL IN A l+UOO POMER' POLE NEAR 111£ NORTHWEST CORNER OF RESIDENCE No . 1 lS.5. £LEVA TtON=1J.<fJ (N.A. V.D .) .,,,o.7 10 30 4-0 SCALE: 1 ~ =-20' THIS SURVEY WAS MADE FOR Tl-IE: BENEFIT OF JEFFERY O SWANSON. DONN W. BOATWRIGHT, P.S.M. 0. £ . P . TO P O G R A P H I C SU R V E Y WI T H TREE LO C ATION-JUNE 27, 2016 UP D A T E , AD D E O EA S E M E N T - MA Y 9, 2016 FLORIDA UC. SURVEYOR and MAPPER No. LS 3295 Fl.ORIOA UC. S URVEYING & MAPPING BUSIN ES S No. LB 3672