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266 Poinsettia St ROOF21-0077 Tourched Down RoofOWNER:ADDRESS:CITY:STATE:ZIP: TOWNSEND DIANA K 266 POINSETTIA ST ATLANTIC BEACH FL 32233-4020 COMPANY:ADDRESS:CITY:STATE:ZIP: ROMANO BROTHERS ROOFING, INC 155 E. Levy Road Atlantic Beach FL 32233 TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 170569 0020 SALTAIR SEC 03 JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 266 POINSETTIA ST ROOF NON SHINGLE TOURCHED DOWN ROOF $8500.00 FEES LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. 1 BUILDING ROOF IN-PROGRESS INSPECTION REQUIRED INFORMATIONAL Notes: a. The roof sheathing for all new construction must remain uncovered until the Roof Sheathing Inspection is approved. b. All roofing projects require an In-Progress Inspection. c. Sheathing installation and replacement guidelines per APA. d. Underlayment must conform to FBC-R Table 905.1.1 e. Shingles must conform to ASTM D3161 G or H, or ASTM D7158 F 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: 10/12/2021 PERMIT NUMBER ROOF21-0077 ISSUED: 10/12/2021 EXPIRES: 4/10/2022 ROOF NON SHINGLE PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $95.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $47.50 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.14 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 TOTAL: $146.64 2 of 2Issued Date: 10/12/2021 PERMIT NUMBER ROOF21-0077 ISSUED: 10/12/2021 EXPIRES: 4/10/2022 ROOF NON SHINGLE PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 DESCRIPTION ACCOUNT QTY PAID PermitTRAK $146.64 ROOF21-0077 Address: 266 POINSETTIA ST APN: 170569 0020 $146.64 BUILDING $95.00 BUILDING PERMIT 455-0000-322-1000 0 $95.00 BUILDING PLAN REVIEW $47.50 BUILDING PLAN CHECK 455-0000-322-1001 0 $47.50 STATE SURCHARGES $4.14 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.14 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 TOTAL FEES PAID BY RECEIPT: R17664 $146.64 Printed: Tuesday, October 12, 2021 2:27 PM Date Paid: Tuesday, October 12, 2021 Paid By: ROMANO BROTHERS ROOFING, INC Pay Method: CREDIT CARD 530610228 1 of 1 Cashier: CG Cash Register Receipt City of Atlantic Beach Receipt Number R17664 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 ROOF21-0077 '.I.Ji:': ;;~W\'.' 1ri~:~, Building Permit Application ff -. -: ..... ,~,'~ City of Atlantic Beach Building Department v .:q \,;i."i'Jffi,£/ 800 Seminole Road, Atlantic Beach, FL 3223'3 ··-Phone: 04) 247-5 6 Email: Buddin,&Dept@co2b.us I • _ \ Q.. Permit Number: Updated 10/9/18 **ALL INFORMATION HIGHLIGHTED IN GRAY IS REQUIRED. ----------- Leg a I Description Qt~ .58-\4a1r ~l0\_ 7> s \ t~ tu~ 'S~;;L RE# 1'!.0S t ,,q -00~0 ' Valuation of Work (Replacement Cost) $ 4 ~ ~ Heated/Cooled SF I S Non-Heated/Cooled ____ _ • Class of Work: □New □Addition ~teration □Repair □Move □Demo □Pool □Window/Door • Use of existing/proposed structure(s): □Commercial ~esidential • If an existing structure, is a fire sprinkler system installed?: □Yes □No • Will tree s be removed in association with ro osed ro·ect? □Yes must submit se arate Tree Removal Permit □No Describe in detail the type of work to be performed: \t:,~'\~ ·,a~~- ~ Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. 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. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signed and sworn to (or affirmed) before me this 3Q day of ,5apb,-fa.c 2.0Z. < by O....x\.5 e~ [ ) Personally Known OR _»-Produced ldentificati Type of ldentification:f'1--1-+-------------'J/, . Signed and sworn to (or affirmed) before me -5eh11..k.cr &2-1 . by J»1>ersonally Known OR [ ] Produced Identification Type of Id entification:----~~~~~~~~~~"-'",,$ RO O F 2 1 - 0 0 7 7 . -, * ; r ~j : ct Ad d r e s s : :; ; ) _ O l f ' i ~ · i OR TH E CI T Y OF AT L A N T I C BE A C H FL O R I D A (* R E Q U I R E D ) Pe r m i t # : _ _ _ _ _ _ _ _ _ _ _ *O w n e r / P r o j e c t Na m e : LJ O r l J ~ ) O Y aO ~ C \ As re q u i r e d by Fl o r i d a St a t u t e 55 3 .84 2 an d Fl o r i d a Ad m i n i s t r a t i v e Co d e Ru l e 61 G 2 0 - 3 , pl e a s e p r ov i d e th e in f o r m a t i o n an d pr o d u c t ap p r o v a l number(s) fo r th e bu i l d i n g co m p o n e n t s li s t e d be l o w as ap p l i c a b l e to th e bu i l d i n g co n s t r u c t i o n pr o j e c t fo r th e pe r m i t nu m b e r li s t e d ab o v e . Yo u sh o u l d contact yo u r pr o d u c t su p p l i e r if yo u do no t kn o w th e pr o d u c t ap p r o v a l nu m b e r fo r an y o f th e ap p l i c a b l e li s t e d pr o d u c t s . In f o r m a t i o n r eg a r d i n g st a t e w i d e pr o d u c t ap p r o v a l ma y be ob t a i n e d at : ww w . f l o r i d a b u i l d i n g . o r g . ca t e g o r y / S u b c a t e g o r y Ma n u f a c t u r e r Pr o d u c t De s c r i p t i o n Li m i t a t i o n of Us e St a t e # Lo c a l # A. EX T E R I O R DO O R S 1. Sw i n g i n g 2 . Sl i d i n g 3 . Se c t i o n a l 4 . Ga r a g e Ro l l - U p 5 . Au t o m a t i c 6 . Ot h e r B. W I N D O W S 1 . Si n g l e hu n g 2 . Ho r i z o n t a l s li d e r 3. Ca s e m e n t 4. Do u b l e hu n g 5 . Fi xe d 6 . Aw n i n g 7. Pa s s -th r o u g h 8 . Pr o j e c t e d 9 . Mu l l i o n 10 . Wi n d br e a k e r 11 . Du a l ac t i o n 12 . Ot h e r Pa g e 1 of 4 Upda r ed 06/21/21 Ca t e g o r y / S u b c a t e g o r y Ma n u f a c t u r e r Pr o d u c t De s c r i p t i o n Li m i t a t i o n of Us e St a t e # lo c a l # C. PA N E L WA L L 1 . Si d i n g 2. So f f i t s 3. EI F S 4 . St o r e f r o n t s 5 . Cu r t a i n wa l l s 6 . Wa l l lo u v e r s 7 . Gl a s s bl o c k 8 . Me m b r a n e 9 . Gr e e n h o u s e 10 . Sy n t h e t i c st u c c o 11 . Ot h e r D. RO O F I N G PR O D U C T S 1 . As p h a l t sh i n g l e s ~ o l - c. _ r , . \. . . ~ . ~ ~ ~ l u ( +: \ \t ° " . L ' H . l I 2. Un d e r l a y m e n t s :- - r - ~ .. . . ~ - i f) ; ; , . . e J n ~~ 1 h . . - 4 < i ~ l I, - \- : ! : \ ~ _ ' . : Y 9 .. . . 0 3 . Ro o f i n g fa s t e n e r s r ' I 4 . No n s t r u c t u r a l me t a l ro o f 5 . Bu i l t - up ro o f i n g ·\ I 6 . Mo d i f i e d bi t u m e n t. e . _ ( +l l . \ / ) + t • ~ r.l * b f ' ( \ hr , \ ~ , , r , \ ~ u r \' . = " l ~ l , f ' , D . \ 7 . Si n g l e pl y ro o f i n g I 8 . Ro o f i n g ti l e s 9 . Ro o f i n g in s u l a t i o n 10 . Wa t e r p r o o f i n g 11 . Wo o d sh i n g l e s / s h a k e s 12 . Ro o f i n g sl a t e 13 . Li q u i d ap p l i e d ro o f i n g 14 . Ce m e n t - a d h e s i v e co a t s 15 . Ro o f ti l e ad h e s i v e 16 . Sp r a y ap p l i e d po l y u r e t h a n e ro o f 17 . Ot h e r Pa c e 2 of 4 Updat ed 06/2 1 /21 In ad d i t i o n to co m p l e t i n g th e ab o v e li s t of ma n u f a c t u r e r s , pr o d u c t de s c r i p t i o n an d St a t e ap p r o v a l nu m b e r fo r th e pr o d u c t s us e d on th i s project , the Co n t r a c t o r sh a l l ma i n t a i n on th e jo b si t e an d av a i l a b l e to th e In s p e c t o r , a le g i b l e co p y of ea c h ma n u f a c t u r e r ' s pr i n t e d sp e c i f i c a t i o n s an d installation in s t r u c t i o n s al o n g wi t h th i s Pr o d u c t Ap p r o v a l Sh e e t . I ce r t i f y th a t th i s pr o d u c t ap p r o v a l li s t is tr u e an d co r r e c t to th e be s t of my kn o w l e d g e . I fu r t h e r ce r t i f y th a t us e of di f f e r e n t co m p o n e n t s ot h e r than the on e s li s t e d in th i s do c u m e n t mu s t be ap p r o v e d by th e Bu i l d i n g Of f i c i a l . *C o n t r a c t o r Na ~ t Na m e ) : *C o m p a n y Na m e : _, _ + , < -- - ' '- " O t u . "" ° - ' c = ' - 0 "" ' - - .. . L . -' - " - - L - - - " ~ ~ - " ' - '- - - ' "" ' - - - < l - .. . . . , _ _ _. _ - - - " " " " ~ L . . L L - ~ .. . . . . . . . - - - - - - - - - - - - - - - - - - - F V ,_. t . *C i t y : -' - - ~ - U . . . " - ' - - ' . - L . . . . : . . . . _ , , = - . . _ -' - - " " " - " - .. . c : _ -- l - - - \- - - - *S t a t e : 't ' \ *Z i p Co d e : 6: : ) d 3 ~ ~ l< - ' - ~ -' - - - + - = - - - ' - ., , . . , _ - - - = :: . . . = -- - - ' - - 0 - 1 - - ·E -ma i l Ad d , e s s { D u a cx : , \ : : r I ~ ~ . r , o~· W ,\ • l:__U-)\ Ce l l Ph o n e Nu m b e r : _,_ _ _ _ _ - ' - " '- - - " . 4 : . . . . - ' - " " ' - - = - - - ' ' - - - - " e. . . _ _ _ _ Fa x Nu m b e r : _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Pa g e 4 of 4 U pd a t ed 06/2 1 /21 ./ . . . . . . - - . . . . - ~ . . - - - . . . . , } · T R I N I T Y · E R D T A B L E 1 A : W O O D D E C K S · N E W C O N S T R U C T I O N O R R E R O O F ( T E A R - O F F ) , . S Y S T E M T Y P E A - 1 : B O N D E D I N S U L A T I O N , B O N D E D R O O F C O V E R .. System Deck B a s e l n s u l a t l o n L a y e r T o p I n s u l a t i o n l a y e r R o o f C o v e r ( N o t e 1 4 ) No, (Notel) T y p e A t t a c h T y p e A t t a c h B a s e P l y C a p M D P ( p . s f ) Min. 19/32-lnch M i n . 1 . 5 - l n c h M i n . 0 . 5 - l n c h S t r u c t o d e k H i g h ( O p t i o n a l ) O n e o r m o r e W-1. plywood or OSB at max. E n e r g y G u a r d R A , G A F 2 - P a r t D e n s i t y F i b e r b o a r d R o o f G A F 2 - P a r t B P - A A , S B S · A A B P · A A , S B S - A A , S B S - T A S B S · A A , S B S - T A o r - 5 2 . 5 24-lnch span E n e r g y G u a r d R H , I n s u l a t i o n o r A P P - T A A P P - T A E n e r g y G u a r d R N Min. 19/32-lnch M i n . 1 . 5 - l n c h M i n . 0 , 2 5 - l n c h D e n s D e c k , ( O p t i o n a l ) O n e o r m o r e W-2. plywood or 058 at max. E n e r g y G u a r d R A , G A F 2 - P a r t D e n s D e c k P r i m e o r G A F 2 - P a r t B P - A A , S B S · A A , S B S · B P - A A , S B S - A A , S 8 5 - T A S B S - A A , S B S · T A o r E n e r g y G u a r d R H , S E C U R O C K G y p s u m - F i b e r T A o r A P P - T A A P P - T A - 5 2 . 5 24-lnch span E n e r g y G u a r d R N R o o f B o a r d o r A P P - T A Min. 19/32-lnch M i n . 1 . 5 - l n c h M i n . 0 . 2 5 - l n c h D e n s D e c k , W e a t h e r W a t c h X T W-3. plywood or OSB at max. E n e r g y G u a r d R A , G A F 2 - P a r t D e n s D e c k P r i m e o r . G A F 2 - P a r t M a t S u r f a c e d L e a k ( O p t i o n a l ) S B S - T A , A P P · 5 8 S · T A , A P P - T A E n e r g y G u a r d R H , S E C U R O C K G y p s u m - F i b e r T A - 5 2 . 5 24-lnch span E n e r g y G u a r d R N R o o f B o a r d B a r r i e r ' ,,. T A B L E 1 8 - 1 : W O O D D E C K S - N E W C O N S T R U C T I O N O R R E R O O F ( T E A R - O F F ) S Y S T E M T Y P E A - 2 : M E C H A N I C A L L Y A T T A C H E D A N C H O R S H E E T , B O N D E D I N S U L A T I O N , B O N D E D R O O F C O V E R System I Deck A n c h o r S h e e t B a s e I n s u l a t i o n T o p I n s u l a t i o n R o o f C o v e r ( N o t e 1 4 ) M O P No, (Note 1) Ty p e CONVENTIONAL SY5TEMS: GAFGLAS #75 B a s e S h e e t , Mln.15/32· Tri-Ply #75 Ba s e S h e e t , Inch GAFGLAS #80 U l t l m a B a s e W-4. plywood at Sheet, GAFGL A S S t r a t a v e n t max. 24-Nallable Venti n g B a s e Inch span Sheet, Ruberoi d 2 0 S m o o t h GAFGLAS #75 B a s e S h e e t , Mln.15/32· Tri-Ply #75 Bas e S h e e t , Inch GAFGLAS #80 U l t l m a B a s e W-5. plywood at Sheet, GAFGLA S S t r a t a v e n t max.24-Nallable Ventin g B a s e Inch span Sheet, Ruberoi d 2 0 S m o o t h Exterior Research and Design, LLC. d/b/a T r l n l t y f E R O Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 F a s t e n e r s 3 2 g a . , 1 · 5 / 8 - l n c h d l a . t i n c a p s w i t h l l g a . a n n u l a r r i n g s h a n k n a l l s 3 2 g a . , 1 - 5 / S • l n c h d l a . t i n c a p s w i t h 1 1 g a , a n n u l a r r i n g s h a n k n a l l s A t t a c h T y p e A t t a c h T y p e M l n . 1 - l n c h M i n . 0 . 5 - l n c h 8 - l n c h o . c . a t E n e r g y G u a r d P o l y l s o S t r u c t o d e k H i g h m i n . 4 - l n c h l a p s I n s u l a t i o n , D e n s i t y F i b e r b o a r d a n d 8 - l n c h o . c , I n E n e r g y G u a r d U l t r a H o t R o o f I n s u l a t i o n o r t w o , e q u a l l y P o l y l s o I n s u l a t i o n o r a s p h a l t E n e r g y G u a r d P e r l l t e s p a c e d , E n e r g y G u a r d R H R e c o v e r B o a r d o r M i n . s t a g g e r e d c e n t e r P o l y l s o o r m i n . 1 . 5 - 0 . 7 5 - l n c h E n e r g y G u a r d r o w s I n c h E n e r g y G u a r d R A P e r l i t e R o o f I n s u l a t i o n o r E n e r g y G u a r d R N ( h o m o g e n e o u s ) M l n . 1 - l n c h B - l n c h o . c . a t E n e r g y G u a r d P o l y l s o m i n , 4 - l n c h l a p s l n s u l a t l o n , M i n . 0 , 2 5 - l n c h D e n s a n d 8 - l n c h o . c . I n E n e r g y G u a r d U l t r a H o t D e c k P r i m e o r t w o , e q u a l l y P o l y l s o I n s u l a t i o n o r a s p h a l t S E C U R O C K G y p s u m - s p a c e d , E n e r g y G u a r d R H F i b e r R o o f B o a r d s t a g g e r e d c e n t e r P o l y l s o o r m i n . 1 , 5 · r o w s I n c h E n e r g y G u a r d R A o r E n e r g y G u a r d R N F B C N O N - H V H Z E V A L U A T I O N ; G A F M o d i f i e d B i t u m e n R o o f S y s t e m s G A F ; ( 8 0 0 ) 7 6 6 - 3 4 1 1 A t t a c h H o t a s p h a l t H o t a s p h a l t B a s e P l y C a p ( p s f ) ( O p t i o n a l ) B P - A A , S B S - B P - A A , 5 8 5 - A A , A A S B S - A A , 5 8 5 - T A , - 4 5 . 0 S B S - T A , A P P - T A A P P - T A ( O p t i o n a l ) B P • A A , S B S - B P - A A , S B S - A A , A A , S B S · T A , S B S · A A , S B S - T A , · 4 5 . 0 A P P - T A S B S - T A , A P P - T A A P P - T A E v a l u a t i o n R e p o r t 0 1 5 D 6 , 1 1 . 0 4 - R 1 8 f o r F l 5 6 B O - R 1 S R e v i s i o n 1 8 : 0 4 / 1 2 / 2 0 1 7 A p p e n d i x 1 , P a g e 5 o f 8 5 APPENDDC 1: ATTACHMENT RE Q U I R E M E N T S F O R W I N D U P U F T R E S I S T A N C E · Table Deck A p p l i c a t i o n T y p e D e s c 1 1 i p t i o n P a g e 1A Wood N e w , R e r o o f ( T e a r - O f f ) o r R e c o v e r C M e c h . A t t a c h e d I n s u l a t i o n , B o n d e d R o o f C o v e r 2 1B Wood N e w , R e r o o f ( T e a r - O f f ) o r R e c o v e r D I n s u l a t e d , M e c h . A t t a c h e d B a s e S h e e t , B o n d e d R o o f C o v e r 2 lC-1 Wood N e w o r R e r o o f ( T e a r - o f f ) E N o n - I n s u l a t e d , M e c h . A t t a c h e d B a s e S h e e t , B o n d e d R o o f C o v e r 2 1C-2 Wood N e w , R e r o o f ( T e a r - O f f ) o r R e c o v e r E N o n - I n s u l a t e d , M e c h . A t t a c h e d B a s e S h e e t , B o n d e d R o o f C o v e r 3 10 Wood N e w o r R e r o o f ( T e a r - O f f ) F N o n - I n s u l a t e d , B o n d e d R o o f C o v e r 3 Ibe foHowlng notes app l y t o t h e s y s t e m s o u t l i n e d h e r e i n : 1. 2. 3, 4. Roof decks shall be In a c c o r d a n c e w i t h F B C r e q u i r e m e n t s t o t h e s a t i s f a c t i o n o f t h e A H J . W i n d l o a d r e s i s t a n c e o f t h e r o o f d e c k s h a l l b e d o c u m e n t e d t h r o u g h proper codified and/or F B C A p p r o v a l d o c u m e n t a t i o n . Unless otherwise note d , f a s t e n e r s a n d s t r e s s p l a t e s f o r I n s u l a t i o n a t t a c h m e n t s h a l l b e a s f o l l o w s . F a s t e n e r s s h a l l b e o f s u f f i c i e n t l e n g t h f o r t h e f o l l o w i n g engagements: ► Wood Dec;:k: O M G # 1 2 o r # 1 4 H D w i t h O M G 3 I n . G a l v a l u m e S t e e l P l a t e o r T r u - F a s t D P o r H D w i t h M P - 3 P l a t e s . p e n e t r a t i o n o r m i n i m u m 1 - l n c h w o o d p l a n k e m b e d m e n t . M i n i m u m 3 . 4 - l n c h p l y w o o d Unless otherwise noted , I n s u l a t i o n m a y b e a n y o n e l a y e r o r c o m b i n a t i o n o f p o l y l s o c y a n u r a t e , p o l y s t y r e n e , w o o d f i b e r b o a r d , p e r l l t e , D e n s D e c k , D e n s D e c k P r i m e , DensDeck DuraGuard, S E C U R O C K G y p s u m - F i b e r R o o f B o a r d o r S E C U R O C K G . l a s s - M a t R o o f B o a r d t h a t m e e t s t h e Q A r e q u i r e m e n t s o f F . A . C . R u l e 9 N - 3 a n d I s documented as meetin g F B C 1 5 0 5 . 1 a n d , f o r f o a m p l a s t i c , F B C 2 6 0 3 . 4 . 1 o r 2 6 0 3 , 8 , w h e n I n s t a l l e d w i t h t h e r o o f c o v e r . For mechanically attac h e d c o m p o n e n t s o r p a r t i a l l y b o n d e d I n s u l a t i o n , t h e m a x i m u m d e s i g n p r e s s u r e f o r t h e s e l e c t e d a s s e m b l y s h a l l m e e t o r e x c e e d t h e Z o n e 1 design pressure-deter m i n e d I n a c c o r d a n c e w i t h F B C C h a p t e r 1 6 , a n d Z o n e s 2 a n d 3 s h a l l e m p l o y a n a t t a c h m e n t d e n s i t y d e s i g n e d b y a q u a l l f l e d d e s i g n professional to resist th e e l e v a t e d p r e s s u r e c r i t e r i a . C o m m o n l y u s e d m e t h o d s a r e R A S 1 1 7 a n d F M L P D S 1 - 2 9 , A s s e m b l i e s m a r k e d w i t h a n a s t e r i s k * c a r r y t h e limitations set forth In S e c t i o n 2 . 2 . 1 , 5 . l ( a ) o f F M L P D S 1 - 2 9 f o r Z o n e 2 / 3 e n h a n c e m e n t s . 5. For assemblies where a l l c o m p o n e n t s a r e f u l l y a d h e r e d , t h e m a x i m u m d e s i g n p r e s s u r e f o r t h e s e l e c t e d a s s e m b l y s h a l l m e e t o r e x c e e d c r i t i c a l d e s i g n p r e s s u r e determined In accordan c e w i t h F B C C h a p t e r 1 6 , a n d n o r a t i o n a l a n a l y s i s I s p e r m i t t e d . 6. For mechanically attac h e d c o m p o n e n t s o v e r e x i s t i n g d e c k s , f a s t e n e r s s h a l l b e t e s t e d I n t h e e x i s t i n g d e c k f o r w i t h d r a w a l r e s i s t a n c e . A q u a l i f i e d d e s i g n professional shall revie w t h e d a t a f o r c o m p a r i s o n t o t h e m i n i m u m r e q u i r e m e n t s f o r t h e s y s t e m . T e s t i n g a n d a n a l y s i s s h a l l b e I n a c c o r d a n c e w i t h T A S 1 0 5 o r ANSJ/SPRI FX-1. 7, For existing substrates I n a b o n d e d r e c o v e r o r r e - r o o f I n s t a l l a t i o n , t h e e x i s t i n g r o o f s u r f a c e o r e x i s t i n g r o o f d e c k s h a l l b e e x a m i n e d f o r c o m p a t l b l l l t y a n d b o n d performance with the s e l e c t e d a d h e s i v e , a n d t h e e x i s t i n g r o o f s y s t e m ( f o r r e c o v e r ) s h a l l b e c a p a b l e o f r e s i s t i n g p r o j e c t d e s i g n p r e s s u r e s o n I t s o w n m e r i t t o t h e satisfaction of the AHJ, a s d o c u m e n t e d t h r o u g h f i e l d u p l i f t t e s t i n g I n a c c o r d a n c e w i t h A S T M E 9 0 7 , F M L P D S 1 · 5 2 , A N S J / S P R J I A - 1 o r T A S 1 2 4 . 8, "MDP" = Maximum D e s i g n P r e s s u r e I s t h e r e s u l t o f t e s t i n g f o r w i n d U o a d r e s i s t a n c e b a s e d o n a l l o w a b l e w i n d l o a d s . R e f e r t o F B C 1 6 0 9 , 1 , 5 f o r determlnatl:lon of desi g n w i n d l o a d s . Exterior Research and Design, LL C . d / b / a T r i n l t y f E R D Certificate of Authorization #950 3 Prepared by: Robert Nieminen, P E - 5 9 1 6 6 E v a l u a t i o n R e p o r t T 3 9 8 2 0 , 1 2 . 1 1 f o r F L 9 4 8 7 - R 1 D a t e o f I s s u a n c e : 1 2 / 0 9 / 2 0 1 1 A p p e n d i x 1 , P a g e 1 o f 3 I I I T A B L E 1 A : W O O D D E C K S - N E W C O N S T R U C T I O N , R E R O O F ( T e a r - O f f ) o r R E C O V E R S V S T E M T Y P E C : M E C H A N I C A L L Y A T T A C H E D I N S U L A T I O N , B O N D E D R O O F C O V E R System Roof Deck B l a s e I n s u l a t i o n T o p I n s u l a t i o n L a y e r R . o o f C o v e r No, L a y e r T y p e F a s t e n e r s A t t a c h B a s e P l y C a p M D P ( p s f ) Min. 19/32H plywo o d a t ( O p t i o n a l ) O n e o r M i n . 3 / 8 - l n c h W•1 max. 24" spans att a c h e d m o r e l a y e r s , a n y ( O p t i o n a l ) with Bd common o r r i n g c o m b i n a t i o n , l o o s e S E C U R O C K G y p s u m - S e e N o t e 2 1 p e r 1 f t 2 E a s y B a s e E a s y B a s e E a s y S t l c k P l u s - 5 2 . 5 shank nails, 6" o.c. l a i d F i b e r R o o f B o a r d T A B L E 1 8 : W O O D D E C K S - N E W C O N S T R U C T I O N , R I E R O O F ( T e a r - O f f ) o r R E C O V E R S Y S T E M T Y P E D : I N S U L A T E D , M E C H A N I C A L L V A T T A C H E D B A S E S H E E T , B O N D E D R O O F c · o v E R System I n s u l a t i o n L a y e r B a s e S h e e t R o o f C o v e r No. Roof Deck M O P ( p s f ) T y p e A t t a c h T y p e F a s t e n e r s A t t a c h P l y C a p Min. 19/32" plywoo d a t A n y t y p e , 1 0 - l n c h o . c . I n t h e m i n . 4 - W-2 max. 24" spans att a c h e d t h i c k n e s s o r L o o s e l a i d E a s y l a y S e e N o t e 2 I n c h l a p a n d 1 0 - l n c h o . c . I n E a s y B a s e E a s y S t i c k P l u s - 6 0 . 0 with Bd common or r i n g t w o , e q u a l l y s p a c e d , shank nails, 6" o.c. c o m b i n a t i o n s t a g g e r e d c e n t e r r o w s T A B L E 1 C • 1 : W O O D D E C K S - N E W C O N S T R U C T I O N o r R E R O O F ( T e a r - O f f ) S Y S T E M T Y P E E : N O N - I N S U L A T E D , M E C H A N I C A L L Y A T T A C H E D B A S E S H E E T , B O N D E D R O O F C O V E R System B a s e S h e e t R o o f C o v e r M D P ( p s f ) No. Roof D e c k T y p e F a s t e n e r s A t t a c h P l y C a p Min. 19/32" plywoo d a t m a x . 2 4 " 1 2 g a . a n n u l a r r i n g s h a n k n a i l s 7 - l n c h o . c . I n t h e 4 - l n c h l a p a n d 7 - W-3 spans attached wit h S d ' 2 I I l . l l l l 2 n E a s y L a y a n d m i n . 3 2 g a . , 1 · 5 / 8 " I n c h o . c . I n t h r e e , e q u a l l y s p a c e d , E a s y B a s e E a s y S t l c k P l u s - 4 5 . 0 naifs, 6" o.c. d i a m e t e r t i n - c a p s , ( R e f : F B C s t a g g e r e d c e n t e r . r o w s 1 5 1 7 . 5 ) Min. 19/32" plywoo d a t m a x . 2 4 " 1 2 g a . a n n u l a r r i n g s h a n k n a i l s 7 - l n c h o . c . I n t h e 4 - l n c h l a p a n d 7 - W-4 spans attached wit h 8 d r i n g E a s y L a y a n d m i n . 3 2 g a . , 1 - 5 / S n I n c h o . c . I n t h r e e , e q u a l l y s p a c e d , E a s y B a s e E a s y S t l c k P l u s - 6 0 . 0 fillallk nails, 6" o.c. d i a m e t e r t i n - c a p s . ( R e f : F B C s t a g g e r e d c e n t e r , r o w s 1 5 1 7 . 5 ) Exterior Research and Design, LL C . d / b / a T r l n l t y l E R D Certificate of Authorization #9503 E v a l u a t i o n R e p o r t T 3 9 8 2 0 , 1 2 . 1 1 f o r F L 9 4 8 7 - R l D a t e o f I s s u a n c e : 1 2 / 0 9 / 2 0 1 1 A p p e n d i x 1 , P a g e 2 o f 3 Prepared by: Robert Nieminen, P E - 5 9 1 6 6 / / r . . " " ' . . . . . , _ _ _ . , _ / · . , . , , . . - . . . . . _ , l ; , , - , , . , • , . _ - = , , . \ . , _ _ j T R ~ N l l Y E R D T A B L E l C - 2 : W O O D D E C K S - N E W C O N S T R U C T I O N , R E R O O F ( T e a r - O f f ) o r R E C O V E R S Y S T E M T Y P E E : N O N - I N S U L A T E D , M E C H A N I C A L L Y A T T A C H E D B A S E S H E E T , B O N D E D R O O F C O V E R System B a s e S h e e t R o o f C o v e r No. Roof D e c k M D P ( p s f ) T y p e F a s t e n e r s A t t a c h P l y C a p Min. 19/32" plyw o o d a t m a x . 2 4 " 1 0 - l n c h o . c . I n t h e m i n . 4 - l n c h l a p a n d 1 0 - l n c h W-5 spans attached w i t h 8 d c o m m o n E a s y l a y S e e N o t e 2 o . c , I n t w o , e q u a l l y s p a c e d , s t a g g e r e d c e n t e r E a s y B a s e E a s y S t l c k P l u s - 6 0 . 0 or ring shank nail s , 6 " o , c , r o w s T A B L E 1 D : W O O D D E C K S - N E W C O N S T R U C T I O N o r R E R O O F ( T e a r - O f f ) S Y S T E M T Y P E F : B O N D E D R O O F C O V E R System R o o f C o v e r M D P ( p s f ) No, R o o f D e c k B a s e P l y C a p ~ 19/3i".P.1 Y w . c i o d . J m a x . 2 4 ' ' s p a n s E a s y ~ ~ d < ' P l u s · 7 5 , 0 . p s r . W-6 , ' ~dh11d w~.8 d l t b m $ b a o l s ' r l • l l s , & " . E e , s Y 8 1 1 s e . . i ( O p t i o n a l ) E a s y B a s e " 0,f:. Exterior Research and Design, LL C , d / b / a T r l n l t y j E R D Certificate of Authorization #950 3 E v a l u a t i o n R e p o r t T I 9 8 2 0 . 1 2 . 1 1 f o r F L 9 4 8 7 - R 1 D a t e o f I s s u a n c e : 1 2 / 0 9 / 2 0 1 1 A p p e n d i x 1 , P a g e 3 o f 3 Prepared by: Robert Nieminen, P E - 5 9 1 6 6 .