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599 Vikings Ln ROOF21-0009 Mod Bit RoofOWNER:ADDRESS:CITY:STATE:ZIP: PORCELLI ARTHUR RICHARD III ET AL FL 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: 170703 0238 SEASPRAY JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 599 VIKINGS LN ROOF NON SHINGLE modified bitumen roof $15000.00 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $130.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $65.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.93 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 TOTAL: $199.93 LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. 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: 2/23/2021 PERMIT NUMBER ROOF21-0009 ISSUED: 2/23/2021 EXPIRES: 8/22/2021 ROOF NON SHINGLE PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 2 of 2Issued Date: 2/23/2021 PERMIT NUMBER ROOF21-0009 ISSUED: 2/23/2021 EXPIRES: 8/22/2021 ROOF NON SHINGLE PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 DESCRIPTION ACCOUNT QTY PAID PermitTRAK $199.93 ROOF21-0009 Address: 599 VIKINGS LN APN: 170703 0238 $199.93 BUILDING $130.00 BUILDING PERMIT 455-0000-322-1000 0 $130.00 BUILDING PLAN REVIEW $65.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $65.00 STATE SURCHARGES $4.93 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.93 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 TOTAL FEES PAID BY RECEIPT: R14979 $199.93 Printed: Tuesday, February 23, 2021 11:03 AM Date Paid: Tuesday, February 23, 2021 Paid By: ROMANO BROTHERS ROOFING, INC Pay Method: CREDIT CARD 426394015 1 of 1 Cashier: CG Cash Register Receipt City of Atlantic Beach Receipt Number R14979 ~+; CENTRALSQUARE • Job Address: 5 ~ 9 35 -· Legal Descriptioril.? • Class of Work (Circle one): New Addition ltera · Repair Movp--Bemo.-{ool Window/Door Use of existing/proposed structure(s) {Circle one): Commercial R~sid.e.!:!!@!..) • • If an existing structure, is a fire sprinkler system installed? (Circle one): Yes No N/A • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal Describe in detail the type of work to be performed: Florida Product Approval #..._!_t:'°'-'1!..._!.l..::D::....:..;l~~....!..!..._!__~==--=-=:........:~J.•...1......cLJ......A.1::U..~L• .1-. Property Owner Information Name: RyaVI B -j0i-\( City A~lu q{tc (kb State PL Address: '59c/ v ,1<;"'·15 Ii, E-Mail ~/11 e,:55.tf@_5V1114 /f .c .M,, ... Zip '?,)..J"?3 Phone L-/.J7-6J.r--)/sf( Owner or Agent (If Agent, Power of Attorney or Agenc Contractor In rmat1 n \ .9~)!6..,,6.f.~lU~J~~U~-UL1.~~C!i¥1if i g --' ....... L,,,,'---'~--,~~U....+-:~"-:-''-,,..--------City.!....£ l__..µ4--1.,ac..,-11,-.l--- ~4\::,~~=z::.~uZ-.n;,;f-.)-~~~-=:--rr-nJob Site/ Contact Number -.;,,,...J1u.!.-\l.....11_-¥--~-D--!....1._.-l-::....1.........z::::r;........:~,-_- State Certific ion/Registration# ~•~-'--<.J.>i<!,!5,~~~.;,-- Architect Name & Phone#------------------------------+----- Engineer's Name & Phone# t t Workers Compensation \ • "") e;s \ d--5 j ~ ( ==----Exempt/ Insur r / Lease Employees/ Expiration Date 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 regu lationg 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 require~ents of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this ~a unty, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. . I 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. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU 'INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. ~ofCoetmtocJ _, (Signature of Owner or Agent) (including contractor) Signed and sworn to (or affirmed) before me this .:g_ day of fdtru..n1 ' .)p-l / , b -~~......,""-'-'\.-"J-"""'---- [ ] Personally Known OR [ ] Produced Identification Type of ldentification:bJJ.::::~ • ._ .J,,.. ~,_UJ,,/.,_ ~,.,,, ~,/ 111 · ~'-~,.,,, ~,_ l.J~ JJJ.~ '1.J,.,,, 11:.,_ ro,--~ .... L~ ~, ~.._ =.., =-,_ -., _J Signed and sworn to (or affirmed) before me this _K day of /;dcu,;,,,J ' Jp;. I , b ..!..a..11-"'. ~..,,_,=~~"'----- ( ~onally Known OR [ ] Produced Identification Type of Identification: __ +~~l--t;;;;;;;;~~~~~- ., •· i · 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 Dede B a s e I n s u l a t i o n l a y e r T o p I n s u l a t i o n L a y f f R o o f C o v e r ( N o l 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 d l M i n . 0 . S - 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 058 at max. E n e r B Y G u a r d R A , G A f 2 - P a r t D e n s i t y A 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 8 s - T A o r - 5 2 . S 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 d i M i n . o . 2 5 - l n c h D e n s ~ ( O p t i o n a l ) O n e o r m o r e E n e r g y G u a r d R A , D e n s D e c k P r i m e O f ' B P - A A , 5 8 5 - A A , S B S - S B S - A A , S B S - T A o r W-2. pfywood or 058 at max. E n e r g y G u a r d R H , G A F 2 - P a r t S E C U R O C K G y p s u m - f i b e r G A f 2 - P a r t T A o r A P P - T A B P - A A , S B S - M , S B S - T A A P P - T A - 5 2 . S 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 Mln.19/32-lnch M l n . 1 . 5 - l n c h M l n . G . 2 5 - l n c h D e n s D e e l ( , W e a t h e r W a t r h X T E n e r g y G u a r d R A , D e n s D e c k P r i m e o r • ( O p t i o n a l ) S B S - T A , A P P · W-3. plywood°' 058 at max. E n e t g y G U a r d R H , G A F 2 - P a r t S E C U R O C ! ( G y p s u m - F i b e r G A f 2 . . P a r t M a t S u r f a c e d l e a k T A S B S - T A , A P P . T A - 5 2 . S 24-lnch.span E n e r s v 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 l . B - 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 I A A - O r F ) S Y S T E M T Y P E A - 2 : M E O f 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 Sys12M Oedl A n c h o r S h e e t B u e l n s u l a t l 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 ) N O P No. r-1' Ty p e F a s t e n e r s A t t a c h T v i i e A t t a d ! T y p e A t t a c h B a s e P l y C a p ( p s f ) C'.oNVElm~ SVsrols: M l n . 1 - l n c h M i n . 0 5 - l n c h GAFGLAS #75 B a s e S h e e t , 3 2 g a . , 1 - 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 Mln.15/32· Tri-Ply #75 Bas e S h e e t , 5 / 8 - l n c h d l a . m l n . 4 - l n d l l a p s I n s u l a t i o n , D e n s i t y f l b e r l > o i r d ( O p t i o n a l ) Inch GAFGLAS 1180 U l t t m a B a s e t i n c a p s w l t f l 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 H o t B P - A A , S B S - B f ' - A A , S 8 S - A A , W-4. plywood at Sheet, GAFGL A S S t r a t a v e n t 1 1 g a . 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 s l t e a s p h a l t A A S B S - A A , 5 8 5 - T A , - - 4 5 . 0 max. 24-Nallable Venti n g B a s e a n n u l a r r i n g s p a c e d , E n e r g y G u a r d R H R e a w e r B o a r d o r M i n . S B S - T A , A P P - T A Inch span Sheet, Ruberoi d 2 0 S m o o t l l s h a n k n a l l s s t a m 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 A P P - T A r o w s I n c h E n e r g y G u a r d R A P e r f r 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 n GAFGlAS 1175 B a s e S h e e t , 3 2 g a . , 1 - 8 - l n c h o . c . a t E 1 1 1 1 r g y G u a r d P o l y l s o Mln.lS/32-Tit-Ply #7S Bas e S h e e t , S / B • l n c h d l a . m i n . 4 - l n c h l a p s I n s u l a t i o n , M i n . 0 . 2 S - l n c h D e n s ( O p t i o n a l ) Inch GAFGLAS #80 U l t l m a B a s e t i n c a p s w i t h a n d 8 - l n c h o . c . I n E n a r g y G u a r d U l t r a H o t D e d e P r 1 m e o r H o t B P - M , S B S - B P - A A , S B S - A A , W-5. plywood at Sheet, GAFGL A S S t r a t a v e n t 1 1 g a , 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 X G y p s u m - a s p h a l t A A , S B S - T A , S B S - A A , S B S - T A , - 4 5 , 0 max.24-Nallable Ventin g B a s e a n n u l a r l f n 1 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 A P P - T A S B S - T A , A P P - T A Inch span Sheet, Ruberoi d 2 0 S m o o t h s h a n k n a l l s 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 · A P P - T A r a 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 Exterior Research and Design, UC. d/b/a T r i n i t y ( E R O Certificate of Authorization 19S03 Prepared by: Robert Nieminen, PE-S9166 F B C N O N - H V H Z E V A W A T I O N ; G A F M o d l f l 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 U E v a l u a t i o n R e p o r t 0 1 5 0 6 . 1 1 . 0 4 - R l 8 f o r F l 5 6 8 ~ R e v i s i o n 1 8 : 0 4 / 1 2 / 2 0 1 7 A p p e n d b e 1 , P a g e S o f 8 5 APPENDIX 1: ATTAOfMENT RE Q U I R E M E N T S F O R W D I D U P L I F T R E s l s T A N C E · Table Deck A p p l i c a t i o n T y p e O e s c s l p t i o n P a g e 1A Wood N e w , { l . 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 18 Wood N e w , R e t 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 1C-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 The faHowlna notes appl y t o t h e , n t e r n • o v t t l o e d h e r e i n : 1. 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 . 2. 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 De£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 i l - F a s t D P o r H D w i t h M P - 3 P l a t e s . M i n i m u m ¾ - I n c h p l y w o o d 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 r n b e d m e n t 3, 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 l m e , DensDeck OuraGuard, S E C U R O C J < G y p s u m - A b e r R o o f B o a r d o r S E C U R O C I < ~ 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 . 4. 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 pressur& deten n l 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 i f i 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 llmltatlons 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 . S. 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 t 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 l t l 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 mechanlcally 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 l f l 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 ANSI/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 f n s t a l l a t l 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 i 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 5 1 / S P R I 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 l 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 f 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 determination of desi g n w i n d l o a d s . Exterior Research and Design, U. C . d / b / a T r i n l t y f E R D Certlflcate of Authorization #950 3 Prepared by: Robert Nieminen, P E - 5 9 1 6 6 E v a l u a U 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 1 o f 3 T A B L E 1 A : W O O D D E C K S - N E W C O N S T A I I C n 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 c M T Y P E C : M E C H A N I C A U 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 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 L a y e r R o o f C o v e r No. Roof Deck L a y e r M D P ( p s f ) T y p e F a & t e n e r s A t t a c h ! l a s e P l y c a p Min. 19/32• plywo o d a t ( O p t i o n a l ) O n e o r M i n . 3 / 8 - i 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 Sd 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 Q / 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 l E a s y B a s e E a s y B a s e E a s y S l : J d c P l u s - 5 2 . 5 shank nails-, 6• o,c . l a l d A b e r R o o f B o a r d T A I I U ! 1 1 1 : W O O D D E C I C 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 " ' T Y P E O : l ~ L A T I : 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 I n s u l a t i o n u y e r l l n e S h e e t R o o f C o v e r M D P ( p l l f ) No. Roof Deck T y p e A t t a c h T y p e F a l l t l ! l n l ! l r s A t t a c h p t y c a p Min. 19/32" plywoo d a t A l l 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 I n c h l a p a n d 1 0 - l n c h o . c . I n with 8d common or r i n g t h l d c 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 t w o , 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 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 M 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 l O N o r R E R O O F ( T e a r - O f f ) S V S T E f l i T Y P E E : N O N - I N S U L A T I : D , M E C H A N I C A U 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 SVstan Roof D e c k l l a s e s t w e t R o o f C o v e r M D P ( p d ) No. 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' plywo o d a t m a x , 2 4 ' 1 2 g a . a n n u l a r r f 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 ~ 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 i c k P l u s · 4 5 , 0 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 o m t s 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 U 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 1 1 1 m E a s y l a y a n d m i n . 3 2 g a . , 1 - 5 / 8 4 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 ~ 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 o w s 1 5 1 7 . 5 ) Exterior Research and Design, U C . d / b / a T r l n l t y f E R D Certlftcate of Author1zatlon #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 - I U D a t e o f l s s u i l n a ! : 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 Nfemlnen, P E - 5 9 1 6 6 , , r - " " " . . . . ~ . . . . i ~ I . , \ / " • . . _ _ _ / , ~ f T R I N I T Y 1 E R D T A B L E 1 C - 2 : W O O D D E C K S - N E W C O N S T 1 U J C U 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 ~ B a s e S h e e t R o o f e - - No. Roof D e d c M D P ( p s f ) T y p e F H l 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-s spans attached w i t h 8 d c o m m o n E a s y l . a y 5 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 d c 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 U M ) 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 Systam R a o f C o v e r M D P ( p s f ) No. R o o f D e d t P l y · - c a p W-6 Min, 19/~lyw g o d a t m a x . 2 4 • s p a n s at&llehed 8 d d o G l b t o k n a i l s , 6 ' ~ ( O p t i o n a l ) E a s y B a s e E a s y S t k : k P l u s · 7 5 , D p a f o.c. exterior Research and Design, U C . d / b / a T r l n l t y j E R D Certificate c:A Authorization #950 3 E V a l u a U 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 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 3 o f 3 Prepared by: Robert Nieminen, P E - 5 9 1 6 6