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725 Plaza ROOF21-0007 TorchdownOWNER:ADDRESS:CITY:STATE:ZIP: ROBERTS SANDRA 725 PLAZA ST ATLANTIC BEACH FL 32233 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: 171123 0000 ROYAL PALMS UNIT 01 JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 725 PLAZA ROOF NON SHINGLE TOURCHED DOWN ROOF $8400.00 FEES 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 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: 2/17/2021 PERMIT NUMBER ROOF21-0007 ISSUED: 2/17/2021 EXPIRES: 8/16/2021 ROOF NON SHINGLE PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 2 of 2Issued Date: 2/17/2021 PERMIT NUMBER ROOF21-0007 ISSUED: 2/17/2021 EXPIRES: 8/16/2021 ROOF NON SHINGLE PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 DESCRIPTION ACCOUNT QTY PAID PermitTRAK $146.64 ROOF21-0007 Address: 725 PLAZA APN: 171123 0000 $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: R14903 $146.64 Printed: Wednesday, February 17, 2021 10:30 AM Date Paid: Wednesday, February 17, 2021 Paid By: ROMANO BROTHERS ROOFING, INC Pay Method: CREDIT CARD 424410974 1 of 1 Cashier: CG Cash Register Receipt City of Atlantic Beach Receipt Number R14903 ~+; CENTRALSQUARE ROOF21-0007 • Building Permit Application . ~ Up 1 ated 12/8/17 City of At lantic Beach ~ JUl4.,, 800 Seminole Road, Atlant ic Beach, FL 32233 . ~\ Phone: (904) 247-5826 Fax: (904) 247-5845 Job Address: ,~s -t'. Cl z (\ . . Permit Nugter:irf-::v-.---------:-----:::::. Legal Description-BO-k1) r,-:)S ~~9 E"Ja-,,-p l\j).\., ,s \)J.. \ \:n4-RE# I 1 11.:tl3 · m():) Valuation of Work (Replacement Cost) $ · 00 Heated/Cooled SF _ :;J_. f ~on-Heated/Cooled_! ___ _ I • • I Class of Work (Circle one): New Addition Iteration pair M,swe ~ool Window/Door Use of existing/proposed structure(s) {Circle one): Commercial <....aes~ • If an existing structure, is a fire sprinkler system installed? (Ci rcle one): Yes No N/A 0 Submit a Tree Removal Pe rmit Application if any trees are to be removed or Affidavit of No Tree Removal Describe in detail the type of work to be performed: Flo for multiple products use product a'pproval form ~~~~~~~--l Pr . :,:,_....,~...J'.U~'-'---+.--Y'-'-4-'--"'-'-ir+''------~,---Address: ) ;).-5" Q\ei :z?L )( J.. I ...,._,._,___.,_,____.,,=_,,_,,..____._....,_,,__..,_._,__....__,,_~-r---State 3:::\ Zi p 3 J23?, Phone 3 'fti, 31 'l -\1.c "i'J I Owner or Agent (If Agent, Power of Attorney Contractor In rm Name of Compan'/!~,'S..._'~~~•Cl..¥c...<...;""-'___.,..-,.._,.,,..,._,__,_...µ.,=----'--'---'--"-<,--Qua~~g Agent:,._l~.P-"+-+'~~--=----'-'~--=-!a.-'---'-+'._,_ __ _ Address \ -City i-\ ( ;» l Job Site/Contact Number -----------~---- State Certification/Registration# :S E-Mail, _________________ --. ___ _ Architect Name & Phone#------------------------------+----- Engineer's Name & Phone #---~-------.-~--l1f---,--r--------------------,----- Workers Compensation _.....a\La..)-;t')...__5 _____ \-'d------1~~~i'-lf"-:.;:_::~I.___ __________________ _ Exem p t/ Insur r/Lease Employees/ Expiration Date App lication is hereby made to obtain a permit to do the work and insta llations as indicated. I certify t hat 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 la ws /-egulationg I 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 COND ITIO NERS, etc. NOTICE: In addition to the require~ents of this permit, there may be additional restrict ions applicable to this property that may be fou nd in the public records of this ~ounty, and there may be additional pe rm i ts required from other governmental entities such as water management districts, state agencies, or federal agencies. 1 _.,.,,..,_,A OWNER'S AFF ID AVIT: I certify that all the foregoing i nformation is accurate and that all work will be done in compliancJ with a applicabl e laws regulat ing construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT 1 MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTE TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATT RNEY BEFORE RECORDING YOUR ~OTWE OF COMMENCEMENT. ~(bCL ~ --"------.,.--,#- (S ignature of Owner or Agent) (including contractor) Signed and sworn to (or affirmed) before me thisl2_ day of $.,,tt,u· ,/, ,:J.c,; I , by Sc./! clnL /?o 6-e.e: f <:, I (~rsona lly Known OR ( ] Produced Identification (Signature of Contractor) Signed and sworn to (or affirmed) before me this :l/J..__ day of ::.r:,-Mfre ,/, Jp; I , by lla-c1 1 ? / Po ,ri ~ ,•u;;, r µ'~ Type of Identification: -~U..•!M'~,t,iJ~~'liiil)iN~~~~J R O O F 2 1 - 0 0 0 7 , , 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 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 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 R O O F 2 1 - 0 0 0 7 •· 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