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150 SHERRY DR - ROOF (--- CITY OF ATLANTIC BEACH td r f 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 t�0.i»r' INSPECTION PHONE LINE 247-5814 ROOF NON SHINGLE - MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: ROOF18-0031 Description: SHINGLE AND METAL Estimated Value: 77900 Issue Date: 3/22/2018 Expiration Date: 9/18/2018 PROPERTY ADDRESS: Address: 150 SHERRY DR RE Number: 170652 0000 PROPERTY OWNER: Name: COMMUNITY PRESBYTERIAN CHURCH Address: 150 SHERRY DR ATLANTIC BEACH, FL 32233-5236 GENERAL CONTRACTOR INFORMATION: Name: Address: , Phone: Name: KINNECORPS, LLC Address: 14250 Falconhead CT JACKSONVILLE, FL 32224 Phone: PERMIT INFORMATION: Please see attached conditions of approval. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU 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. 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. * A notice of Commencement is only required for work exceeding an estimated value of $2,500. For HVAC work, a Notice of Commencement is only required when HVAC work exceeds and estimated value of$7,500. 1r1/J—JJ�: City of Atlantic Beach APPLICATION NUMBER rjs r Building Department (To be assigned by the Building Department.) 800 Seminole Road I'O®[— C - Atlantic Beach, Florida 32233-5445 y ?`(� Phone (904)247-5826 Fax(904)247-5845 �r E-mail: building-dept@coab.us Date routed: 3 �� ( B City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: t 5c S ker ; int review required Yierfslo Building _ Applicant: 1K I C P Planning &Zoning Tree Administrator Project: RccD F ti -1(.1 0 r- \ Public Works Public Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: proved. ❑Denied. Not applicable (Circle one.) Comments: U ILDING PLANNING &ZONING �/l.� VO26/2air Reviewed by: v / ` Date: TREE ADMIN. Second Review: Approved as revised. ❑Den d. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 OFFICE CORAilding Permit Application upd4to w8/1,7 (l p City of Atlantic Beach aeo 5ertlirlole Reed,Atlantic Beach,Ft 3 2Z33 Phone;(904)247,5829 Fax;(904)247-SR4S g Job Addresgc�©r I B -ocz a; 1 5 0 5 ke r ru .1":"V." b.'. a Permit Number: _ _ ____ I Legal Description 10_71(2 2-1_2S21 6.fiz.S b j--C:2-7/Ztir Sfe3REff /70 'SZ t2 Valuation of Work(Replacement Cost)$_71/.512° Heated/Cooled SF None Heated/Cooled Asea.-- * Class of Work(Circle one); New Addition Alteration ogagga Move Demo Pool Window/Door 9 Use of existing/propesed structure(s)(Circle one): Co Mergi.: Residential O 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 .etail theityye of work to a perform) __,/ hrpo *4141411 iv/ ate4f: git49/e5 /1-1/ sf/pi, kar-lis Id Florida Product Approval#__, t,I-2 _, /22____r.rt. •ilia_=g r for multiple products use prgduct approval form Property Ownee_lnforrnotion PZ- ,2 37/S-35_5ty- Name; R-P_Axi4er1a!iC1/0)eich_ ___ Address / li? S" rrif prii,,-e, -22233 City_AiTZ:i9:rifyti f.:, ra*L411-4: litate_FL: Zip A#I_,It._ : PhOne:,-_- (4-_-27,_*1'14:6 eV - -- -- E-mail -F=V-w c_,,p1—cifk4,2,41i . .. ...._ . .. Owner or Agent(If Agent,Power of At = ey o A:-7' otter(Recit4irfld) Contractor inforrnatioiv . .-110 pit,vit , /*Hs-- gib _ / Name of Company: 6_,,,,y/ed0Yr _ _ _ i.. , g 'gent; Mir 242 'N1.-4,tip4A/jbliA Address g- / ,--,---:44€4-er P-a -kit-kW-111 .."------City Lie-ks ikt4 14 lier:L.-Si-a-te -ZiP--t-iZ------ _ Office Phone 90ti- J-6-1J-613_3 Job Site/Contact Number :".O --Z C.- 6- state Certifica-tion/Registration# nrozis-7.5-7_ E-Mall _i•-_,.% _ti) _•I`iç 'J, --6-0- - - ---- ____ Architect Name&Phone if Engineer's Name&Phone# _ Workers COMp@rmotion .Z_‘ 77Adif-Afif-1?-. (14),_=•tetitcal 4/e----VN-f-f . tyli Zot 7 eieriipt/Inger/[eas4 EnloloYees/Flyiration nate 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 regulationg 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 he done in compliance with all applicable laws regulating construction and zpning, 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 ANA ,0",.. ' 13,V, E RECORDING YOUR NOTICE OF CONIMENCEMEN kiiii—i--k----- -4.- ..... #41/0•,.- - ____ (Signature of Owner or Agent) 41111 ri;' (Si ,re of Contractor) (including contractor) Signed and sworn to(or affirmed)before me this 2,1day of Signed and sworn t. = affirmed)before meth 9_day of t-:• _‘“--=',4. , D-e. T, ,by C7-i-- V C.T-.-->pc,--* ,,A(.-3 ,r) Mitt\ , 2r',4 • by V-GrztyY\WM\ 2,07,,,;7:1•,:',,,,;,1,,,\T'14iNtiorteaKr°AyfTpat J°LbriEcrYN_HsUttla"fltleiNo PER _f. . . k. _:.s.7=r+q1Y:<-:,-(•"4,---_:__ _ . (Signature of Notary) commission# FF 221618 .,i-.."7-.tTS My Comm Expires Apr Vilersonally Known OR or Nit Notary Public State of Florida Personally Known OR 18,2019 Florida r I Produced identification f 1't sham p snit, H Produced Identificati Type of Identification; .42. i my tiggilF4 224air Type of Identification; 4 Bonded through National Notary Ann• Recorded 03/06/2018 08 : 18 AM, RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10 . 00 OFFICE COPY NOTICE OF COMMENCEMENT Q, ,,bREPARE IN DUPLICATE) Permit No. t1Qao h I k—003/ Tax Folio No. State of 2.. _ County of N/1 va V ' To whom it may concern: t The undersigned hereby informs you tha Improvements will be mad to certain real property,and in accordance with Section 713 of the Florida S atutes,the following Inforrrjation is stated in this NOTICE OF COMMENCEMENT. r,e - Lo al -as - 0►E Legal descrptio of property being improved: ' 3. �- / Sat tat s-�c, 3 Lo . 7 , '136 m -746 �� f Pt' c_� ST N OGF^ tr S ��-13-j TO —12-1 Pr CL sr rIvECD Address of prop'rty being improved:160 • I -ii V'ji3�itLD' r 1 Wei O � I I1i.10 "rlc_. 1 � 3aa-33 i / lie. , General description of improvements: OwnerC(N11>I CA LL%4. e Y sl 't'-GV t°-I", c,takAdieuk Address 1 1( 1 curet'C. fie& / ' E'_ 3D Owner's interes lain site of the improvement Fee Simple Titleholder(if other than owner) Name ' Address Contractor KINNECORPS,LLC Address 8761 Perimeter Park Blvd Ste#201 Jacksonville,FL 32216 Phone No.M4)351-0333 Fax No.(904)666-7847 Surety(if any) t i Address AmoUnt of bond$ _ Phone No.J Fax No. I Name and address of any person making a loan Or the construction of the improvements. Name Address Phone No. Fax No. Name of person'riithin the State of Florida,other than himself,designated by owner upon whom notices or other documents may be served: Name Address I Phone No. � Fax No. In addition to himself,owner designates the following person to receive a copy Of the Lienor's Notice as provided in Section 713.06(2)(b).Florida Statutes.(Fill in at Owner's option). Name Address Phone No. _Fax No. i Expiration date o>j Notice of Commencement(the expiration date is one(1)year:from the date of recording unless a different date is specified): i v n ° a THIS SPACE FOR RECORDER'S USE ONLY OWNER t N 3-'7-1 Signed' .���G,�r��it — DATE �_ LL Before brie this _day of NAL 11. _ In the o E =ry Ccu/pti oaf Duval.State f Florid has personally appeared u V5 Q l P•(a L . herein by a o.E a him3€',T:'herself and of r t all statements and declarations herein o. 8 E a are true and accurate i^ n 1 a• Ate. z1 �� �' , , • .1`h�wLw� 140 r • Notary Public at Large.Stale r FL • County of nuvm. • yd 6 •r ly commission expires: e� 1 3 s p x •1 0..00 Personally Kno:.n_ T — — o— Produced Identification of , OFFICE COPY 1 pA 'i : ,,, t , ' ',„,, A $, , 1 I, t-t !--I I_ r\I PETERSEN ALUMINUM CORPORATION FL 23953 METAL ROOFING CATEGORY INSTALLATION DETAIL BINDER TABLE OF CONTENTS: Snap-On Standing Seam Panel 24GA Steel & .032" Aluminum 2-3 Snap-Clad Panel 16oz/sf Copper 4-6 Tite-Loc Plus: .040" Aluminum x 12" & .040" Aluminum x 16" 7-14 M-36 Panel (36"wide): 24GA Steel & .032" Aluminum 15-16 R-36 Panel (36" wide): 22GA, 24GA, .032" & .040" Aluminum 17-18 7.2" Rib Panel: 24GA & 0.032" Aluminum 19-21 2.67" x 7/8" Corrugated Panel: 24GA & .032" Aluminum 22-24 Tite-Loc Plus: 12" x .040 Aluminum over 22GA Steel Deck 25-26 Tite-Loc Plus: 12" x 22GA Steel over 22GA Steel Deck 27-28 Tite-Loc Plus: 18" x 24GA Steel over 22GA Steel Deck 29-30 Tite-Loc Plus: 16" x .032" Aluminum over 15/32"Plywood 31-32 Edge-Loc 1.0: .032" Aluminum 33-37 Large Precision Tile: 14.5" x .032" Aluminum 38-40 Large Precision Tile: 14.5" x 24GA 38-40 Precision Diamond Tile: 7.25" x .032" Aluminum 41-43 Precision Diamond Tile: 7.25" x 24GA Steel 41.:43.. �+�sli�rr��rrrjhi1 Lockei ....AA. . . 4,,vo.,1;;;# > 4 704 • .71 Bowden,P.E. :* . . FL Reg.#49704 E."9,1* * �Q". STATE OF :4: ..;,,..p.•PORION %%V'4" se+o► SAONA• L EN`,•`���, Page 1 of 43 e).SBD" DIA. (FORMERLY 6191) Agdger' ki10111r.' m7079. a- ' ' _ o (i< ,14 )./5004AS .17 1_,___ , ^ VIEW OF COMPLETED PART -^- j .11 " (Less Final Bend) 1 i .1 1J 3T 0.437; c`,,� R.155 M N� 1 arrsl - ,31 aJTS BEND THESE LEGS FLUSH _ P1ILE WITH VERTICAL Rd/. AUX, o,lgo'� ,01.9-.036 PAINTED ALIN & sa f ALL II/SItE RANI .015 1,, 1- 3/32 ir ►3/32 : ,l' SNAP-ON STANDING SEAM PANEL CLIP MATERIAL- 24 Gage Spangled Steel /11 V "ATTACH CLIPS WITH TWO (2) *10-12 Snap-on PANCAKE HEAD SCREWS PER CLIP SSeam 12"" Panel Panel Width . .032 aluminum 1"high 24 gauge steel 0 l! OT 17 Panel Width { PANEL SECTION Page 3 of 43 PNA '-CLA - PLYWOOD DECK PAS -CLAD GABLE DETAIL (FORMERLY FL 8310) PA-151 GABLE FLASHING SNAP-CLAD PANEL SNAP-CLAD CLIP WITH FASTENERS FIELD-FORM PANEL LEG ) TO I.D. OF"J"CLOSURE_ ' l- �� "J"CLOSURE /j jr „ „ � PA-5 KEEPER / ICE &WATER SHIELD FRAMING - 5/8" PLYWOOD DECK SEALANT ) /FLASHING COMPONENTS Job Name Contractor Date Notes PETERSEN ALUMINUM CORPORATION PAC-CLAD.COM SALES@PETERSENMAIL.COM Petersen Headquarters Annapolis Junction Tyler Acworth Andover 1005 Tonne Road 9060 Junction Drive 10551 PAC Road 102 Northpoint Pkwy 1885 Station Pkwy NW,Ste B Elk Grove Village,IL 60007 Annapolis Junction,MD 20701 Tyler,TX 75707 Acworth,GA 30102 Andover,MN 55304 P 800 PAC CLAD P 800 344 1400 P 800 441 8661 P 800 272 4482 P 877 571 2025 F 800 722 7150 F 301 953 7627 F 903 581 8592 F 770 420 2533 F 866 P0a1ge93 of 43 FL 23953 Tite-Loc Plus: .040" Aluminum x 12" .040" Aluminum x 16" Page 7 of 43 PETERSEN ALUMINUM CORPORATION 4175 ROYAL DRIVE; SUITE 300 KENNESAW, GA 30144 PHONE: 800-272-4482 FA1]: 770-420-2533 email: wmorris@petersenmail.com PAC-CLAD STANDARD DETAILS (FORMERLY FL 10879) PERFORATED Z CLOSURE VENTED RIDGE DETAIL S❑LID Z CLOSURE SET IN SEALANT & SEALANT UP 40 MIL PEEL & STICK VERTICAL LEGS MEMBRANE TITE-L❑C PLUS PANEL V-Atia TITE-LOC PLUS CLIP gl 2 FASTENERS P PER CLIP INT❑ PLYWOOD DECK 5/8' MIN PLYWOOD BY OTHERS TITE-LOC PLUS VENTED RIDGE APPROVAL CUSTOMER: GUAGE: OB NAME: ANGLE / SLOPE: PANEL TYPE: P02 COLOR / FINISH: DATE: Page 9 of 43 PETERSEN ALUMINUM CORPORATION 4175 ROYAL DRIVE; SUITE 300 KENNESAW, GA 30144 PHONE: 800-272-4482 FAX: 770-420-2533 email: wmonis©petersenmail.00m PAC-CLAD STANDARD DETAILS (FORMERLY FL 10879) METAL VALLEY WITH 1-3/4' MIN. DIVERTE- TITE-LOC PLUS PANEL 30# FELT 0 6' MINo , o y TITE-LOC PLUS LOW �11I��� y FLOATING AR CLIPS W/ (2) FASTENERS PER CLIP FIELD NOTCH & FORM HEM AT ONTINUOUS CLEAT END OF PANEL, HOOK HEM SET IN CONTINUOUS FASD OF SEALANT & ONTO CLEAT SET IN SEALANT FASTEN 2 3' OC MAX, 5/8' PLYWOOD DECK BY OTHERS TITE-LOC PLUS VALLEY TAS 100 WIND DRIVEN RAIN TEST APPROVAL CUSTOMER GUAGE: JOB NAME: ANGLE /SLOPE: PANEL TYPE: PO#: COLOR/ FINISH: DATE: Page 11 of 43 SEAMING INSTRUCTIONS AND PANEL INSTALLATION 1. Install panels on the roof, and with TITE LOC PLUS, ensure the panels are laid so that seamer can be used properly to run downslope. Note that the TLP seamer is one direction only, and will not run upslope on roofs with a 4:12 pitch or higher. TITE LOC seamers are bidirectional and can run up and down slope. IMPORTANT NOTE: STAND AT THE EAVE AND LOOK UPSLOPE. IF THE ROOF IS INSTALLED LEFT TO RIGHT, THE SEAMER WILL RUN DOWNSLOPE. (FORMERLY FL 10879) RIDGE DIRECTION DIRECTION OF ROOF OF ROOF INSTALLATION INSTALLATION mpoomma OP' Mil NM 111•111, AMP MEI in In 111111 411 01111111111111111111111.1111.1.1111i 411.111111iiiI011111111111.16 Ohl LAMMING DIRECTION OF SEAMER EAVE Page 13 of 43 FL 29353 M-36 Panel (36" wide) 24GA Steel & .032" Aluminum Page 15 of 43 FL 23953 R--36 Panel (36" wide) 22GA & 24GA Steel .032" & .040" Aluminum Page 17 of 43 (FORMERLY FL 22548) DECKING OPEN AT RIDGE THIS SIDE NON PERFORATED F/T T SET IN TACKY TAPE RIDGE CAP r7Z>/p p4Z"CLOSURE Nc,,.., AWN LARGE TILE MILLENIUM S^ PERFORATED"Z"CLOSURE SET IN TACKY TAPE UNDERLAYMENT USE VAPRO or MFM ,-\\I DECKING \I I I 5/8"PLYWOOD .\ l l ,, 111P---- USEFTERE 2x4 ,� '. ----- 1 1 /.---r--' I 000 1� 1 1 I ill 143° Precision Flat Tile - Ridge Cap GA.AVAILABLE: MATERIALS: _ SIZES AVAILABLE: FINISH: WEBSITE: 24 GA.STEEL STEEL 8 318'x 14112' ' PAC-CLAD PVDF WWW.PAC-CLAD.COM ` .032 ALUMINUM ALUMINUM P ` r LAD. HO:1005 Tonne Road 9060 Junction Drive 10551 PAC Road 102 Northpoint Parkway SALES OFFICE Elk Grove Village,IL 60007 Annapolis Junction,MD 20701 Tyler,TX 75707 Acworth,GA 30102 1885 Station Parkway NW PG. PET ER GEN 9- aPSuite B P:800-PAC-CLAD P:800-344-1400 P:800-441-8661 P:800-272-4482 Pf014E211)f 43 F:800-722-7150 F:301-953-7627 F:903-581-8592 F:770-420-2533 F:866-901-2935 (FORMERLY FL 22548) PERFORATED RIDGE CAP "Z"CLOSURE SET IN PUCKY TAPE LARGE TILE 5,, UNDERLAYMENT DECKING �� /- il 1-----',, _ V..\\I , 1 RAFTER '�`lli _1 1"17.....4411Romillmitil*. _ ,. -':1\00 Mi"lit.........„,,.....41 Ir Precision Flat Tile - Ventilated Ridge Cap GA.AVAILABLE: MATERIALS: SIZES AVAILABLE: FINISH: WEBSITE: 24 GA.STEEL STEEL 8 3l8'x 14 NT PAC-CLAD PVDF WWW.PAC-CLAD.COM C .032 ALUMINUM ALUMINUM Pi 1 yC-cams A SALES OFFICE HO:1005 Tonne Road 9060 Junction Drive 10551 PAC Road 102 Northpoint Parkway 1885 Station Parkway NW PG. PE T ER SE N Elk Grove Village,IL 60007 Annapolis Junction,MD 20701 Tyler,TX 75707 Acworth,GA 30102 Suite B P:800-PAC-CLAD P:800-3441400 P:800-441-8661 P:800-272-4482 PItaw14020f 43 2 F:800-722-7150 F:301-953-7627 F:903-581-8592 F:770-420-2533 F-866-901-2935 FL 23953 Large Precision Tile 14.5" x .032" Aluminum 14.5" x 24GA Steel Page 38 of 43 (FORMER FL 17810) FIELD SPECIMEN g i ,.,:t 0.032" ALUMINUM PANELS 20" COIL WIDTH _ I a\ 16" COVERAGE ON 1/2" PLYWOOD #10 x 1-1/2" PANCAKE / TYP. 0.032" HEAD SCREWS 12" FROM ENDS / ALUMINUM PANEL AND 16" ON CENTER 120" i 6 oa � 2 In I PANEL -- SEAM - - VERSASHIELD w • S HT PRO ()UK-STICK ' - \ 30# FELT PAPER �o• ao^ • \ .. / SHHEATP111N000D z •�'N ,• i i rte- . -� __ 16" TYP. FIELD INSTALLATION a 5 W Q • N.T.S. a. -I R • o O /''.. \ #10 X 1-1/2" PANCAKE HEAD SCREW o / 3" FROM EACH PANEL FND ONLY v g z • \ o g t • / TYP. 0.032" 0 o 0 . IL ALUMINUM PANEL w cc • I IrO___I = U • • Z m L Q-•-- --" J VERSASHIELD HT PRO QUK-STICK a 1 16" 30# FELT PAPER 8 w PERIMETER r cn PANEL FASTENERS COVERAGE o w X10 X 1-1/2" PANCAKE \ / 1/2"SHE"HINGOOD £ iw. d HEAD SCREWS AT 3" O.C. \ / - --� r::,:i 1 ,oBetterTogether. PANEL ELEVATION N.T. PANEL END DETAIL Test.ample complies with thesedetads • N.T.S I)e IaII n+wenoled g O Report it E1977.01-050-18 t` FIELD SPECIMEN Date 03/102015\'oilied 13%Alan Rule 1 t� rn W Page 36 of 43 g a. viy- i TEST 129 1/2" FIXTURE 40° a�g cr R— — r o 3w s3 =W Z Weq O i W N U ,- oso°b ex Sao ,4(i i `.Lt N W O N� N YYYjjj��W 0 OZ Ca.( -Ji- K O 2 U 2 Z 24" I 2 x1 2 #2 SOUTHERN • 4 — YELLOW PINE TEST n TYP. DECK o w o IX ii IAJ A TEST DECK ELEVATION N.T.S. �-.1k. E,01i::,gBetterTogether. Test sample complies with these details Deviations are noted Q O Reports E1977.01-450-18 n Date 03/1012015 Venlied le,Alan Rule 0^1 W (FORMERLY FL 13487) (mem BY oc0 W tn. CLIP SPACING AS PER e.5. SD. ALLOWABLE PRESSURE TABLE NOT: °"m ROOF PANEL (REF. NOTES 1_.., � MAX. 16" j e�� & PANEL DETAIL) SEE /I I K / NZ-THISSDSAIL 1H 1 ) ./ 47 , ////- /// / //\/=///////// // , /////// ////./A/ <(/:////////////) R / n o UNDERLAYMENT SHALL BE PLYWOOD INSTALLED AS PER MINIMUM ATTACHMENT: 19/32" THICK (MIN.) ££ MIN. 2X_ WOOD RAFTER/JOIST/ MANUFACTURER'S GUIDELINES 8d x 2.5" LONG RING SHANK NAIL A TRUSS AT MAX. 24" O.C. OR 18 x 2" LONG WOOD SCREWS SPACED ® 6" O.C. IN FIELD & EDGES TYPICAL PANEL INSTALLATION X—SECTION — , 0 a _. Z O c� Z 0 1 Z a o J U) d 7N PANEL n 8 moex CLIP CLIP a U }odo a a I- 7 o Z Y0^ PANEL -1 1 5 a=N I � m Fcro � --_1 I jaim I I Z w =a tee' _ _� -5 x d' I- MIN > >E UNDERLAYMENT UNDERLAYMENT CLIP FASTENER �! PLYWOOD PLYWOOD Q, CLIP FASTENER 19/32" THICK (2 PER CLIP) 19/32" THICK n 0 0J 0 (2 PER CLIP) (MIN.) (MIN.) o ± i CLIP SECTION VIEW CLIP SIDE VIEW o � -g DETAIL 1 I. g§i i ~ 0.67 'K� /O" 1. ARCHITECTURAL STANDING SEAM ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE (FBC). �1a , 2. ROOF PANELS SHALL BE NOM. 0.032" THICK ALUMINUM. MAXIMUM COVERING WIDTH a d n OF PANEL = 16", MINIMUM 12". rn 3. THE ROOF PANELS SHALL BE INSTALLED OVER STRUCTURE AS SPECIFIED ON -: r `si THIS DRAWING. 4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS MAX. 15.975", MIN. 11.975" I ARE GREATER THAN THE ALLOWABLE WIND LOADS SPECIFIED ON THIS DRAWING. Y # 5. CLIPS AND FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & FLORIDA PANEL SECTION BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM DRAWING N0. REV. REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODE SHALL CONTROL. 2037-4 (NOM. 0.032" THICK ALUMINUM) 6. DECK AND SUPPORTS MUST BE DESIGNED TO WITHSTAND WIND LOADS AS PAGE N0. REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS. 1 or 1 fl"ge 0@ of 40 (FORMERLY FL 13487) CUP SPACING AS PER �"e:. `"�SD w ALLOWABLE PRESSURE TABLE Aug: MIL ROOF PANEL (REF. NOTES MAX. 18" I "AeXu�is & PANEL DETAIL) SELF ADHERED BEARING ___1,_ PLATE PLATE -\ Q / \ SEE \ / THIS SHEETDETAIL 1 \ / \-1 \__l \ / �1 \___/ `�\ / RIGID INSULATION DECK DECK SUPPORTS MAX 4" THICK CLIP FASTENER MIN 22 Gk NOT SHOWN (2 PER CLIP) TYPICAL PANEL INSTALLATION X—SECTION - 0 - "2 z 0 CLIP PANEL \ CLIP 1 mo QM� a BEARING PANEL PLATE166, Z ��N �: is I d dI BEARING SELF ADHERED I I SELF ADHERED o co PLATE MEMBRANE I (��1 I 1' MEMBRANE a i3 ��--.: AAAA■ 1►a�..— r " .111111 111111. I Eli a b =a 8 ao �E5 I- a z RIGID INSULATION1 • a. u DECK MAX 4" THICK MIN 22 GA. RIGID INSULATIONTHICK N c u MAX 4" 8 u 1 i n8 CLIP FASTENER CLIP FASTENER (2 PER CLIP) (2 PER CLIP) MEN 22 GA. °r 5, CUP SECTION VIEW CLIP SIDE VIEW „ s DETAIL 1 i ��B 0.30" 60 1. ARCHITECTURAL STANDING SEAM ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE � { WITH THE FLORIDA BUILDING CODE (FBC). l''-.1a 2. ROOF PANELS SHALL BE MIN 24 GA. (0.021'x. MAXIMUM COVERING WIDTH ID., r" o OF PANEL = 18", MINIMUM 12". 3. THE ROOF PANELS SHALL BE INSTALLED OVER STRUCTURE AS SPECIFIED ON THIS DRAWING. i 4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS MAX. 17.975", MIN. 11.975" ARE GREATER THAN THE ALLOWABLE WIND LOADS SPECIFIED ON THIS DRAWING. 5. CUPS AND FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & FLORIDA PANEL SECTION BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM DRAWING NO. REV REQUIREMENTS OF THIS DRAWING & THE CODE. THE CODE SHALL CONTROL. 2037-3 (MIN 24 GA.) 6. DECK AND SUPPORTS MUST BE DESIGNED TO WITHSTAND WIND LOADS AS PAGE NO REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS. or - , __ .— . Paje-30 v(43 (FORMERLY FL 13487) ..., bw., et- CHECKED r CUP SPACING AS PER e.s. sa. ALLOWABLE PRESSURE TABLE 6°` °E ROOF PANEL (REF. NOTES L 12" i e/+r/+s & PANEL DETAIL) SELF ADHERED MEMBRANE f BEARING / a r ` PLATE / \ THIS SHEET SEE DETAIL 1 r E' \ / �/ \ / \ / U \N\ LI _ / i� c_ \ / L RIGID INSULATION \ ' DECK SUPPORTS MAX 4" THICK L CLIP FASTENER DECK NOT SHOWN (2 PER CLIP) MIN 22 GA. TYPICAL PANEL INSTALLATION X-SECTION g 0 0 z — O o az 0 • J CLIP PANEL CLIP ¢ mo N 0 >-st BEARING r —— — PANEL PLATE ihiL —1-I Z• ��� W L2N BEARING SELF ADHERED `' r I SELF ADHERED r o PLATE MEMBRANE I I �� I I MEMBRANE 4 z_3 8 N z OU __ ._- �_... ...........___. _ 4 d W 2a ....._.. ._... U W 0 w i- O qa Z V i o SLi S a x RIGID INSULATION1 V DECK N si to MAX 4" THICK MIN 22 GA. m MAXRIGID 4 THICKINSULATION I a a tom I I, 3 / <" CLIP FASTENER CLIP FASTENER _ (2 PER CLIP) (2 PER CLIP) MEN 22 GA. N � CLIP SECTION VIEW CLIP SIDE VIEW DETAIL 1 k ow E ���'''ggg GENERAL NOTES; 0675" 0.30k .O" 1. ARCHITECTURAL STANDING SEAM ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE i 4 / WITH THE FLORIDA BUILDING CODE (FBC). '1< , 2. ROOF PANELS SHALL BE MIN 22 GA. (0.028"). MAXIMUM COVERING WIDTH o n OF PANEL = 12". i-r- 3. THE ROOF PANELS SHALL BE INSTALLED OVER STRUCTURE AS SPECIFIED ON eV THIS DRAWING. 4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS 1 PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS 11.975" ARE GREATER THAN THE ALLOWABLE WIND LOADS SPECIFIED ON THIS DRAWING. r 5. CLIPS AND FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & FLORIDA PANEL SECTION BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM DRAWING NG. REV. REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODE SHALL CONTROL. 2037-2 (MIN. 22 CA.) 6. DECK AND SUPPORTS MUST BE DESIGNED TO WITHSTAND WIND LOADS AS PAGE NO. REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS. 1 rx 1 a rage PO of 40 (FORMERLY FL 13487) ey CLIP SPACING AS PER ° B.5. CHECKED ROOF PANEL (REF. NOTES ALLOWABLE PRESSURE TABLE 2 PO0 °"e c s & PANEL DETAIL) 1 SELFMEMBRANE ADHERED BEARING 3 _1 PLATE / T/ \ SHEEIS DSHEET ETAIL 1 j RIGID INSULATION DECK SUPPORTS MAX 4" THICK \—CLIP FASTENER DECK NOT SHOWN (2 PER CLIP) MIN 22 GA. I I TYPICAL PANEL INSTALLATION X-SECTION g� 1 W J ZiF ;8.3 a �CLIP PANEL CLIP j t, moJ � NaV a � PANEL BEARING o m Y;N PLATEiii I i _N BEARING SELF ADHERED a N SELF ADHERED - < Zoo PLATE MEMBRANE 1 MEMBRANE x 53 co ii.W.— .-1.0='=— N/M/ h..W'—' -----= ... /="1 M Z a2 La M a Z 11111 I NM n < Y. a z Y 0N U I O L..: � T RIGID INSULATION1 ir DECK cs r MAX 4" THICK MIN 22 GA. MRI D4N IC o I I I I i.i a 88.. CLIP FASTENER CLIP FASTENER $ (2 PER CLIP) (2 PER CLIP) MIN 22 GA. 5 CLIP SECTION VIEW CLIP SIDE VIEW N g DETAIL 1 1 67 0.30" 60 1. ARCHITECTURAL STANDING SEAM ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE (FBC). v �]a , 2. ROOF PANELS SHALL BE NOM. 0.040" THICK ALUMINUM. MAXIMUM COVERING WIDTH OF PANEL = 12". o! 3. THE ROOF PANELS SHALL BE INSTALLED OVER STRUCTURE AS SPECIFIED ON THIS DRAWING. • 4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS 11.975" ARE GREATER THAN THE ALLOWABLE WIND LOADS SPECIFIED ON THIS DRAWING. 5. CUPS AND FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & FLORIDA PANEL SECTION BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM DRAWING ND. REV. REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODE SHALL CONTROL. 2037-1 (NOM, 0.040" THICK ALUMINUM) 6. DECK AND SUPPORTS MUST BE DESIGNED TO WITHSTAND WIND LOADS AS PAGE NO. REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS. 1 OF 1 . ,,_ ... , A .. ,.. iii, :. , , , - .... , , . , .. ., . .„ .. _ . . . , , , „ ,. STANDARD PAC-CLAD SCREWS A-POINT SCREWS SELF DRILLING SCREWS A thread forming screw used for light gage metal. Use A-point screws to A Thread cutting screw designed to cut thread light gage metal framing attach panels to wood. Pre-drilling holes in the panels may be required without pre-drilling. Maximum drill thic ness is 16". Use Self Drilling depending on the metal thic ness. Use non-corrosive stainless steel Screws to attach panels to light gage steel framing. ALL FASTENERS A-point screws to attach aluminum panels to cold-formed steel structural MUST BE INC PLATED OR NON-CORROSIVE STAINLESS STEEL. members. Stainless steel, self-drilling screws are not recommended because they must be made from a stainless steel which may corrode. A-point screws may be used to attach panels to light gage metal framing, !I11\\ UMM however pre-drilling may be required. ALL FASTENERS MUST BE ZINC PLATED OR NON-CORROSIVE STAINLESS STEEL. B-POINT SCREWS •IIIAMNNMI.- A thread forming screw used for heavy gage metal. Use to attach panels to structural steel members. Pre-drilling holes will be required. Also use MILL POINT SCREWS B-point screws rather than self drilling stainless steel screws to attach aluminum panels to light gage steel. Stainless steel used in self drilling A sharp pointed screw with a small drill tip designed to cut through thin screws may cause corrosion in aluminum panels. ALL FASTENERS sheet metal. Use Mill point screws for panel to panel and panel to flashing MUST BE INC PLATED OR NON-CORROSIVE STAINLESS STEEL. attachments. Total drilling thic ness is 32" IIII,,,,,MMP-- FASTENER TYPES FASTENER TYPE FASTENER DESCRIPTION LENGTH HEAD SIZE A 012 MAIL SELF DRILL W/WASHER 1.1/4" " B E9 OR 10 PANEL TITE SELF DRILL W/WASHER rro 3'(BY I") i" C 012-14 PANEL TITE STITCH LAP W/WASHER i" ;" D 4"-14 PANEL SCREWS W/WASHER VARIES " •FASTENER LENGTHS DO NOT INCLUDE ANY INSULATION THICKNESS BENEATH FETAL PANEL APPLICATION TABLE PAC PANEL DECK FASTENER FROM ABOVE ALUMINUM WOOD B-IN STAINLESS STEEL STEEL WOOD B-IN I INC PLATED ALUMINUM STEEL DECK,LIGHT GAGE FRAMING A-IN STAINLESS STEEL STEEL STEEL DECK,LIGHT GAGE FRAMING A-IN INC PLATED ALUMINUM STRUCTURAL STEEL D-STAINLESS STEEL STEEL STRUCTURAL STEEL D-IN[INC PLATED ALUMINUM PANEL TO ALUMINUM PANEL 0 FLASHINGS C-IN STAINLESS STEEL STEEL PANEL TO STEEL PANEL 0 FLASHINGS C-IN INC PLATED NOTES: 1. For Z"and'-s"Corrugated panels,place a screw no more than one corrugation away from the side-lap. This may result in an odd screw spacing adjacent to the side-lap. Between side-laps,use the fastening schedules shown. 2. Side-laps should be fastened at 18"O.C.except for R-36 panels which should be fastened 12"O.C. 3. Painted screws are available to color-match painted panels.(1000 piece minimum order) 4. The use of nails for fastening these panels is not permitted. 5. All exposed screws should have a combination metal and neoprene washer. Petersen Aluminum Corporation 4175 Royal Drive, Building 300 Kennesaw, GA 30144 tel: 800-272-4482 fax: 770-420-2533 visit us on the web @ www.Dac-clad.com Page 24 of 43 FL 29353 2.67" X 7/8" Corrugated Panel 24GA & .032" Aluminum Page 22 of 43 (FORMERLY FL 11680) Project No. T277-08 W6 X 15 BEAM 16 GA HAT\ #14 TEKS (TYP) 0 PANEL SPECIMEN 0 PANEL SUPPORT FASTENERS 4 MIL PLASTIC 01 CHAMBER WALL tt% TAPE DETAIL 1 16 Page 20 of 43 _ ...,, ,:.:_i_i :%.,,,. EL _it. t.,-1,,, ..:—. ; N t ,,,,. .,.,. _ `,," ..'. (FORMERLY FL 10880) __. .._ -:--.. M1,- -- -,---,,,--4,-----,----c..-.---.; "R" - 36 PANEL -R APPLICATION • PREVAILING WIND NOTE: 1. Panels should always be lapped against prevailing winds. 2. The above fastening patterns are typical and may not be appropriate for all applications. Consult a Professional Engineer for specific requirements. 3 1" x s" tape sealant shall be used at all side laps when used as a roof panel, 4. Side lap fasteners are required. Typical spacing is 12", however this spacing may not be appropriate for all applications. Consult a Professional Engineer for specific requirements. 5. DO NOT USE NAILS FOR ANY PANEL ATTACHMENT. Petersen Aluminum Corporation 4175 Royal Drive, Building 300 Kennesaw, GA 30144 tel: 800-272482 fax: 770-420-2533 visit us on the web @ www pac-clad corn Page 18 of 43 (FORMERLY FL 10880) PANEL .tin '7117tirri Profile M-36 PANEL PROFILE 36• COVERAGE vtDTH —T • FASTENER PATTERN APPLICATION PREVAILING WIND • — E-9 NOTE: 1. Panels should always be lapped against prevailing winds. 2. The above fastening patterns are typical and may not be appropriate for all applications. Consult a Professional Engineer for specific requirements. 3. 8"x 2'tape sealant shall be used at all side laps when used as a roof panel. 4. Side lap fasteners are required. Typical spacing is 18", however this spacing may not be appropriate for all applications. Consult a Professional Engineer for specific requirements. 5. DO NOT USE NAILS FOR ANY PANEL ATTACHMENT. Job Name: Date: • Contractor: Notes: PETERNEN.ALUMINUM CORPORATION www.pac-clad.com / email: salesOpetersenmail.com HO:1005 Tonne Road 9060 Junction Drive , 10551 PAC Road 350 73rd Ave.,NE,Ste 1 ' 102 Northpoint Pkwy Ext.Btdg 1,Ste 100 Elk Grove Village,IL 60007 Annapolis Junction,MD 20701 - Tyler,TX 75707 Fridley,MN 65432 Acworth,GA 30102 P:800-PAG-CLAD ; P:800-3444400 P:800-441-8661 P:877-5712025 P:800-272-4482 F-800-722-7150 1 F:301-953-7627 1 F:903-581-8592 F:866-901-2935 F:77o-420-2533 Page 16 of 43 (FORMERLY FL 10879) TITE-LOC PLUS PANEL HEM PROCEDURE CUT FEMALE END BACK 1 1/4" 1. PANELS REQUIRING FIELD HEMMED ENDS SHOULD BE FABRICATED 1 1/4" LONGER THAN . THE FINISHED PANEL LENGTH. VALLEY .1 CONDITIONS MUST BE FIELD CUT TO THE APPROPRIATE ANGLE 2. CUT BACK PANEL JOINTS 1 1/4" CUT MALE END BACK 1 1/4" :40/".".°I.°P 3. PLACE PROTRUDING PAN INTO THE PANEL HEMMING TOOL. THE FRONT EDGE OF THE TOOL MUST REST AGAINST THE NOTCHED JOINT LEGS ON BOTH SIDES. 4. WHILE MAINTAINING PRESSURE AGAINST THE PANEL JOINTS, ROTATE THE HEMMING TOOL AS CLOSE TO 180' AS POSSIBLE. PANEL HEMMING TOOL 5. INSPECT COMPLETED HEM TO INSURE THAT THE HEM IS OPENED AND CAPABLE OF RECEIVING THE CLEAT (SEE ERECTION DETAILS). a o= rT 1 Page 14 of 43 PETERSEN ALUMINUM CORPORATION 4175 ROYAL DRIVE; SUITE 300 KENNESAW, GA 30144 PHONE: 800-272-4482 FAL : 770-420-2533 email: wmorris@petersenmail.com PAC-CLAD STANDARD DETAILS 0 0 4,313 I-2,145-I TITE - LEC DLUS TITE - LEIC DLUS CLIA CLIP SIDE VIEW F I \ T VIEW o o ° t� TITE - L - C . LUS CLIP IS - METRIC VIEW TITE-LOC PLUS CLIP APPROVAL CUSTOMER: GUAGE: OB NAME: ANGLE / SLOPE: PANEL TYPE: PO ` COLOR / FINISH: DATE: Para 92 pf d'3 PETERSEN ALUMINUM CORPORATION 4175 ROYAL DRIVE; SUITE 300 KENNESAW, GA 30144 PHONE: 800-272-4482 FAC 770-420-2533 email: wmorris@petersenmail.com PAC-CLAD STANDARD DETAILS (FORMERLY FL 10879) J CLOSURE FASTENED @ 12' ❑C MAX TITE—L❑C PLUS PANEL 40 MIL PEEL & STICK GABLE FLASHINMEMBRANE FIELD CUT & FORM PANEL TO FIT INSIDE J CLOSURE TITE—L❑C PLUS FLOATING CLIP CONTINUOUS CLEAT i� iii FASTENED @ 12' ❑C I�, \, 2 FASTENERS PER CLIP INT❑ A PLYWOOD DECK 1X WOOD FASCIA BOARD BY OTHERS 5/8' MIN PLYWOOD BY OTHERS BATTEN INSULATION BY OTHERS STUCCO BY OTHERS TITE-LOC PLUS GABLE APPROVAL CUSTOMER: GUAGE: OB NAME: ANGLE / SLOPE: PANEL TYPE: PO COLOR / FINISH: DATE: Page i n of 4 PETERSEN ALUMINUM CORPORATION 4175 ROYAL DRIVE; SUITE 300 KENNESAW, GA 30144 PHONE: 800-272-4482 FAL: 770-420-2533 email: wmorris@petersenmail.com PAC-CLAD STANDARD DETAILS (FORMERLY FL 10879) 5/8' MIN, PLYWOOD BY OTHERS 40 MIL PEEL & STICK MEMBRANE TITE-L❑C PLUS CLIP WITH (2) #12 X 1° PANCAKE HEAD FASTENERS PER CLIP INTO PLYWOOD DECK ADDITI❑NAL 6' STRIP 40 MILL PEEL & STICK @ EAVE TITS-L❑C PLUS PANEL • i! EAVE FLASHING. EAVE TRIM MUST OVERLAP STUCCO BELOW J',�,� WOOD BLOCKING BY OTHERS EXISTING STUCCO OVER SHEATHIN TITE-LOC PLUS EAVE APPROVAL CUSTOMER: GUAGE: OB NAME: ANGLE / SLOPE: PANEL TYPE: PO : COLOR / FINISH: DATE: Para A of 4'1 SNAP-CLAD - PLYWOOD DECK 100 PAC-CLAD EAVE DETAIL 1 (FORMERLY FL 8310) SNAP-CLAD CLIP WITH FASTENERS FIELD CUT, BEND RETURN IN PANEL,& HOOK RETURN OVER \ "Z"RETAINER STRIP SNAP-CLAD PANEL ---/ // 001101‘' 1. � PA-116 EAVE tfili 0111111111 .111.1.roorlio!ii0P1 FLASHING �!��.'� \ 1/4‘ a _ 1___ ICE&WATER SHIELD .,y & 5/8"PLYWOOD DECKING 2"RETAINER STRIP SET IN SEALANT PA-5 KEEPER FASCIA NAILER / FLASHING COMPONENTS lob Name Cowl dc,,), Date Notes PETERSEN ALUMINUM CORPORATION PAC-CLAD.COM SALES@PETERSENMAIL.COM Petersen Headquarters Annapolis Junction Tyler Acworth Andover 1005 Tonne Road 9060 Junction Dove 10551 PAC Road 102 Northpoint Pkwy 1885 Station Pkwy NW,Ste B Elk Grove Village,IL 60007 Annapolis Junction,MD 20701 Tyler,TX 75707 Acworth,GA 30102 Andover,MN 55304 P 800 PAC CLAD P 800 344 1400 P 800 441 8661 P 800 272 4482 P 877 571 2025 F 800 722 7150 F 301 953 7627 F 903 581 8592 F 770 420 2533 F 866 01 2995 Frage o of 43 FL 29353 Snap-Clad Panel 16oz/sf Copper Page 4 of 43 FL 23953 7.2" Rib Panel 24GA Steel & .032" Aluminum Page 19 of 43 (FORMERLY FL 11680) Project No. T281-08 W6 X 15 BEAM 16 GA HAT N.N_ #14 TEKS (TYP) —_ , 0 l , PANEL SPECIMEN 0 PANEL SUPPORT FASTENERS 4 MIL PLASTIC 00( / CHAMBER WALL TAPE DETAIL 1 16 Page 21 of 43 A �� (FORMERLY FL 12311 ) s �., ': en NL't* ium 2.67" - 7/8" CORRUGATED PANEL PR❑FILE OVERALL WIDTH = 39.75' 37.33' COVERAGE WITH ONE LAPPED RIB FOR SIDING 34.67' COVERAGE WITH 2 LAPPED RIBS FOR ROOFING I-2.667'-1 I 675' SEALANT FASTENER PATTERN APPLICATION PREVAILING WIND • NOTE: 1. Panels should always be lapped against prevailing winds. 2. The above fastening patterns are typical and may not be appropriate for all applications. Consult a Professional Engineer for specific requirements. 3. 8" x 2" tape sealant shall be used at all side laps when used as a roof panel. 4. Side lap fasteners are required. Typical spacing is 18", however this spacing may not be appropriate for all applications. Consult a Professional Engineer for specific requirements. 5. When using this panel in a roofing application, it should be lapped two corrugations. Panel may be lapped one corrugation when used in a siding application. 6. DO NOT USE NAILS FOR ANY PANEL ATTACHMENT. Petersen Aluminum Corporation 4175 Royal Drive, Building 300 Kennesaw, GA 30144 tel: 800-272-4482 fax: 770-420-2533 visit us on the web @ www.Dac-clad.com Page 23 of 43 FL 23953 Tite-Loc Plus 12" x .040" Aluminum over 22GA Steel Deck Page 25 of 43 FL 23953 Tite-Loc Plus 12" x 22GA Steel over 22GA Steel Deck Page 27 of 43 FL 23953 Tite-Loc Plus 18" x 24GA Steel over 22GA Steel Deck Page 29 of 43 FL 23953 Tite-Loc Plus 16" x .032" Aluminum over 15/32" Plywood Page 31 of 43 FL 23953 Edge-Loc 1.0 .032" Aluminum Page 33 of 43 (FORMER FL 17810) - 0 AN 52 3/4" 76 3/4' 6 e 1- r ANCHORAGE AND ATTACHMENT NOTES: 1 i 0 PLYWOOD SHEATHING TO STRUCTURAL SUPPORT FRAME. �� TI �r CORNER AND FIELD SPECIMENS: BD x 2-1/4" GALVANIZED RING SHANK COMMON NAILS AT 6" O.C. Z0' I I QoR1 I I 1/2" PLYWOOD g r�' I I SHEATHING FELT PAPER. t" I PERIMETER AND SEAMS; 0.120" x 1 1/4" GALVANIZED ANNULAR RING SHANK ROOFING a g v I I NAILS WITH 32ga. TIN CAPS SPACED 6" O.C. 2 I INTERMEDIATE ROWS; 0.120" x 1 1/4" GALVANIZED ANNULAR RING SHANK ROOFING ° 6 I I NAILS WITH 32ga. TIN CAPS SPACED 12" O.C. STAGGERED A " OVERLAP WAS USE �z I I 4D WHEN LAYING ADJACENT SHEETS OF FELT PAPER. 411 I I i5� II I VAPOR AND MOISTURE BARRIER. ! I l}L L 1 A SINGLE LAYER OF HT PRO QUIK—STICK MEMBRANE WAS SELF ADHERED TO THE n o m FELT PAPER. A 4' OVERLAP WAS USED BETWEEN ADJACENT SHEETS. I �— lir to 1 O 'I . r FIRE BARRIER. I I ��t Pi EACH SHEET OF VERSASHIELD WAS CUT TO THE REQUIRED SIZE AND LAID LOOSELY I o I �p = OVER THE QUIK—STICK HT MEMBRANE. A 5" OVERLAP WAS USED WHEN LAYING -I OVERLAP I IN/4) ADJACENT SHEETS OF VERSASHIELD. o lITT—mw.T.r—nrrI cc I I Li .�••• LL •������•* o I 0 le o le P•• ''. �10 C3 es ��������' VERSASHIELD r t JLL-- ti tl_2n '—FLia e►aaa. (�W�S v —— 1 1 W is TIN CAPS WITH �6" FELT PAPER HT PRO QUIK STICK2 S ROOF NAILS 3 2 2 SHEATHING SYSTEM ELEVATION N.T.S. N in Z o w O w u Lc Yd_ IiI:I:43etterTogether. 'Feat sample complies with these detail; Deviations are noted O Report•r E1977.01.450-18 C n Date 03/10/2015 Verified By Nan Rule m w Page 35 of 43 (FORMER FL 17810) a NI- 0.032" ALUMINUM PANELS CORNER S P F C I V E\ & . 20" COIL WIDTH _ i 4. 16" COVERAGE ON 1/2" PLYWOOD , -- #10 x 1-1/2" PANCAKE \ Z TYP. 0.032' HEAD SCREWS 6" FROM ENDS ALUMINUM PANEL r9"1 AND 6" ON CENTER 120" / g a PANEL LC VERSASHIELD w SEAM �.� ' HT PRO QUIK–STICK ghee • \ 30# FELT PAPER +o m 1/2" PLYWOOD 4 i I SHEATHING i • 1 _ 1 J • I Y I6 TYP. CORNER INSTALLATION La Z -_ N.T.S. CL • , J • I I • WJ o Y #10 X 1-1/2" PANCAKE HEAD SCREWNr. O 3" FROM EACH PANEL END ONLY U Z g O I / TYP. 0.032" 0 o M., a ALUMINUM PANEL O I O S Z r Z Z _ J k............... / 7 VERSASHIELD a D �— -- WIIMIIIANIIIIIIMIIIMMI �' HT PRO [MIK–STICK N 16" 30# FELT PAPER o w PERIMETER7 COVERAGE \ 0 PANELANELFASTENERS #10 X 1-1/2" PANCAKE 1/2" PLYWOOD HEAD SCREWS AT 3" O.C. SHEATHING A I IirI:...:,BetterTogether. a 3- PANEL ELEVATION N.T.S. PANEL END DETAIL f«14:1m,,Ic c onIIYIICS,Y 1 d,111,Se&talk o N.T.S. Dceumnns arc noted iter.„,,, E1977.01-450.18 CORNER SPECIMEN Dale 03/111i2/15 Verllied ftp Alan Rule i h Q; W Page 37 of 43 (FORMERLY FL 22548) DECKING OPEN AT RIDGE THIS SIDE NON PERFORATED- '11.to Z"CLOSURE RIDGE CAP - 7�?p SET IN TACKY TAPE ����04S p�� N LARGE TILE 5" MILLENIUM PERFORATED Z"CLOSURE SET IN TACKY TAPE UNDERLAYMENT USE VAPRO or MFM --I ' ,X\' DECKING ice\I I I 5/8"PLYWOOD - \ I I/ ` alvi----___. RAFTER / \ I I I I _ USE 2x4 " I �� / I I I I I I�1 I I I I I � I 1 143° Precision Flat Tile - Ridge Cap GA.AVAILABLE: _ MATERIALS: SIZES AVAILABLE: FINISH: WEBSITE: 24 GA.STEEL STEEL 8 318'x 14 112 PAC-CLAD PVDF WWW.PAC-CLAD.COM .032 ALUMINUM ALUMINUM r,1 Pi\ HO:1005 Tonne Road 9060 Junction Nye 10551 PAC Road 102 Northpoint Parkway SALES OFFICE 1885 Station Parkway NW PG. p E T r_ sa r E N Elk Grove Village,IL 60007 Annapolis Junction,MD 20701 Tyler,TX 75707 Acworth,GA 30102 Suite B P:800-PAC-CLAD P:800-344-1400 P:800-441-8661 P:800-272 482 PFA3j13920f 43 1 F:800-722-7150 F:301-953-7627 F:903-581-8592 F:770-420-2533 F:866-901-2935 FL 23953 Precision Diamond Tile 7.25" x .032" Aluminum 7.25" x 24GA Steel Page 41 of 43 (FORMERLY FL 22548) PERFORATED RIDGE CAP "Z"CLOSURE SET IN PUCKY TAPE 5,, LARGE TILE UNDERLAYMENT DECKING --- I rim ,...\"\I RAFTER 1_u11 I I ( I� H Precision Flat Tile - Ventilated Ridge Cap GA.AVAILABLE: _ MATERIALS: SIZES AVAILABLE: FINISH: WEBSITE: 24 GA.STEEL STEEL ' 8 318-x 141/2' PAC-CLAD PVDF WWW,PAC-CLAD.COM .032 ALUMINUM ALUMINUM PAC-CLAD SALES OFFICE HQ:1005 Tonne Road 9060 Junction Drive 10551 PAC Road 102 Northpoint Parkway 1885 Station Parkway NW PG. PET ER SEN Elk Grove Village,IL 60007 Annapolis Junction,MD 20701 Tyler,TX 75707 Acworth,GA 30102 Suite B P:800-PAC-CLAD P:800-344-1400 P:800-441-8661 P:800-272-4482 PRati0144320f 43 F:800-722-7150 F:301-953-7627 F:903-581-8592 F:770-420-2533 F:866-901-2935