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Home My WebLink AboutEngineering T reasure Harvey E.Koehnen 7205 Elyse Circle -Tpk*'<to rz lip it I tie Ig C Gast . Professional Engineer#32831 P S L Florida 34952-9212 B ullding Architect ifAR0009471 PHONE(772)466-5509 E ngineers, Certified General Contractor#CGCO24776 FAX(772)489-3035 Inc. E-MAIL-hkoehnen@tcbeweb.com Contractor j Owner Date Job Address METAL ROOFING 1A -ThxL a I& Sy 1ep 6kA - 1141Q/ NEW ROOF RE-ROOF REPAIR AREA 1- 54?, ju /V 24 ZQ MET AL ROOF PLAN �' 11 11 Il { 1l 11111111111 [16 1-1&1 1 I' l I I i I I I I I I I l ' I I ' � 111 ' � ' ' 1 ' � { IA I IT A 11 11 1 11 ILII 11 4111 III l 11 0 E 0 0.1�9"jdem. r�mf 211 g) I I I Tpo�edj6"px.jal Judi&�ellf. 1� ASCE 7-10&FBC 2010 ENCLOSED BLDG X SEMI ENCLOSED BLDG OPEN,� PART 2 LOW RISE C&C SIMPLIFIED RISK CAT 21V=jtr�EXPOSUREa_/h k-p Kzt 1.0/h I 2 PITCH ROOF SYSTEM ZO N E 1 P @ @ h=30 = x = PSF X 0.6 1 ZONE 2 P @ �?,,'V @ h=30 x PSF x 0.6 q_= 3.. Z ZONE 3 P @ @ h=30 = x PSFx0.6= g MAX DESIGN PRESSURE PER NOA l09. 2S DECK TYPE P L14 w 000 THICKNESS t,4LM, as4TT,*1A'$T,.c 4.A4PV BASE SHEET '9�W NO.OF PLIES I'AftE FRYYI F"" SPACING 2. PLY SHEET NO.OF PLIES FASTENER TYPE SPACING TOP PLY NO.OF PLIES FASTENER TYPE SPACING —33.a INSULATION BASE LAYER TYPE SIZE TYPE OF FASTENERS: SPACING FIELD PERIMETER — CORNERS INSULATION TOP LAYER TYPE SIZE TYPE OF FASTENERS/ L i-I j (- V(j DRIP EDGE SIZE ?X3 bRIP MATERIAL'I -I .4 AA, A FLASHING MATERIAL 7,(, 4A 4 FASTENER SPACING FOR METAL ROOF PANELS* FIELD PERIMETER CORNER tk,'V L,n -� AQr 0_Nva 00 'OkOJO& Tsasuue ` Harvey EKoehnen 7205Elyse Circle T-4-� ��/�� coo�. Prde��na|EnD�eer#32831 ,siHndd 34952-8212 ' ' BuUdk� Architect#AR80Og4J1 pHomE(772)466-5503 Emgineers, Certified General Contractor#CGCDZ4775 FAX(772)489-3035 Inc E-MAIL-hkoehoen@tcbeweb.com ' Contractor O Date METAL ROOFING V °v NEW ROOF R�ROQF_/�_ HEPARAREA MET AL ROOF PLAN - - Is,+-ftm kc,�Vz I a" I I I I I I I I 1 1 - 1 1 1 1 IIIIIHIIIIIII ASCE 7-10 &FBCZO1O ENCLOSED BLDG SEMI ENCLOSED BLDG OPEN PART LOW RISE C&C 8&4PURED ------- - RISK Q/Q'2/V= OSUR = «» =2.O/h /12PITCH ROOFSYQ'E ReA ' ZONE 1P@ @ h=SO = X = PSFxO.G=: —26+3 ZONE2P@ @ h=30 = X = PSFxU.G=, ~ ��4~^[ a= " ^ Lve- ZONE3P@ U� h=�O = X = PSFxOG= � -~�� \ a= ^ " ___----_ . - . . MAX DESIGN PRESSURE PER 0OA DECK TYPE THICKNESS :� BASE SHEET � NO,OFPUsS &*Eg"f S�\N� 4"Al LjZ.-g (VI2.0 pif-I-V PLY SHEET — NO.OFPLIES _FASTENERTYPE �� SPAC\NG~,_____ TOP PLY -- NO.OFPLIES FASTENERTYPESPAC|NG_��_____ INSULATION BAS[LAYER TYPE SIZE — TYPE O9FASTENERS: SPACING FIELD �� PER|k4ETER_— [URNEKS___.______ INSULATION TOP LAYER TYPE ~~ SIZE — TYPE OFFASTEN ERSjL * DRIP EDGE SIZE_��r� DRIP MAT snU\L FLASHING MATERIAL ` FASTENER SPACING FOR METAL ROOF PANELS, FIELD PERIMETER 14P CORNER r7'�.N.L�til�R•1�yC�, T reasure Harvey E.Koehnen 7205 Elyse Circle C oast Professional Engineer#32831 P S L Florida 34952-8212 B Wilding Architect#AR0009471 PHONE(772)466-5509 E ngineers, Certified General Contractor#CGCO24776 FAX(772)489-3035 Inc. E-MAIL-.hkoehnen@tcbeweb.com -ontractor A -A, TAXLat 1 ]wner &jae'(F- Date 6,11141 lob Address — "t4a pj roe rrtx- pjZ 3 U I LT U P _((�Ll-1aC��L31 NEW ROOF RE-ROOF RECOVERING REPAIR AREAc,Z BUILT UP ROOF PLAN 111111111111111 I I I I I � Illlll I I III . IIIIIII II II IIII 11111111111 Ilfll II II . II II IIII III III 1111111 11 111111 II I 11 .111111 I I II II I I . I 11111 111 II III I 411 i I ( I I I I SIM IF I p141A 101 r o u- I I MIDI z `°�I I I I I I I I I 1111 111111 I l II 111 1111111 II II 111111. 11111 1111111111 111111 I IIIIIIII VIII III III I I I T-I -IT I II II Illllllilill IIIIIIII II ! 11 Illlll 111 111111 III I IIIllllllll IIII IIII III 1111111111111 ! 11111111 l Illlllll IIIIIIIIIIIIIIIIIIIIIIIII Ilill Ill II II I IIII 1111111 1111111 - III VIII ! 1111 'Illl 11111111111 ( 11 IIII ASCE 7-10&FBC 2010 ENCLOSED BLDG X SEMI ENCLOSED BLDG OPEN - PAR-T-2--- --LOW RISE- -C&C- SIMPLIFIED- RISK IMPLIFIED RISK CAT 2/V=tel EXPOSUREEJ5A= [,ojKzt=1.0/h= W j12 PITCH/MEAN PARAPET ht f ROOF SYSTEM_ F- NOA ZONE B @ h=30 = X = PSFx0.6=�Zg•'� ZONE B @ h=30 = X = PSFxO.6= "'i?•3 a= ZONE B @ h=30 = X = PSFxO.6=-• -11,Z a 4 MAX DESIGN PRESSURE PER NOA 52.05 DECK TYPE M-`F 00007 THICKNESS t V3 -Z M SN' BASESHEET pP2.3 2&# NO.OF PLIES FASTEN ERS/9QN4 *G R,00igea/4 J11sot LS p 'Cl n1 Ge►PS FASTENER S€'AONG FOR ANCHORJBASE SH€Er ATTACHMENT: Field_ Q"oc @Lap,it Rows_ Z--@ lZ"oc Perimeter. "oc @Lap,#Rows Z @A"oc Corner:(P "oc@Lap,4 Rows�@ D "oc INSULATION BASE LAYER TYPE SIZE y TYPE OF FASTENERS/OR BONDING MATERIAL INSULATION TOP LAYER TYPE SIZE TYPE OF FASTENERS/OR BONDING MATERIAL -� NUMBER OF FASTENERS PER INSULATION BOARD: Field Perimeter Corner' PLY SHEET No.OF PLIES--.-1 .-.. TYPE OF FASTENERS/BONDING TOP PLY hPPC)( 4 VA NO.OF PLIES TYPE OF FA&€-PJ•ERS/BONDING jjjAt %A)"0^96 SURFACING DRIP EDGE SIZE 3� MATERIAL 4-4 4A 6-1- J.A.Taylor Roofing inc:- Evaluation Report for 26 q a,5V Crimp Metal Roof Assembly FL#14520-R1 Evaluation Report Report for. J.A.Taylor Roofing Inc. Date: November 3,2011 $02 Melton Drive Fort Pierce,FL 34982 Building Code:2010 Florida Building Code Compliance Method: Rule 9N-3-006(9)( Sections): 1504.3.2 Category: Roofing Project No.: FAE-001-01-01 Sub-Category: Metal Roofing Scope- Product Category., Roofing Sub-Category, Metal Roofing Compliance. The 26 ga. 6V Crimp Metal Roof Assembly described herein has demonstrated compliance ,with Section 1504.3.2 of the 2010 Florida Building Code. References: Test Application Standard (TAB) 125-03 Standard Requirements ,for"Metal. Roofing Systems, Section 8 testing pursuant to Hurricane Test Laboratory,-LLC- 4- (FBC Organization ID No.TSTI 527)report no.0224-050I-06,dated Octpliei 31, -- I'---- 2006. 7 Report addendum for report no. 0224-0501-06 (Specimen #1, 2, &4) issued, y b� Hurricane Test Laboratory, LLC (FBC Organization 10 No. TST1527), dated September 28,2011 Drawings # '264 5V 24' Coverage' issued by Humcane Test Latboratory, LLC (PBC Organization lD No.TST1527),dated September 20,2011. Engineering Analysis by PRI Construction Materials Technologies (FBC Organization No.TST5878),dated April 19,2011. Product Description: 5V Crimp panel, minimum 26 ga.corrosion resistant steel(Grade 80), 26"panel (24" maximum coverage), 1/20 fibs; material shelf comply with 2010 Florida Building Code,Section 1507.4.3. Minimum #9-15 HWH corrosion resistant fasteners with sealing washers designed for metal to wood connections of sufficient length to penetrate 5/16' through the sheathing. Material shall comply with 2010 Florida Building Code, Section 1507.4.4. Limitations: Limitations and Conditions of Use include the following. • This evaluation does not include use of the product within the High-Velocity Hurricane Zone(HVHZ). • Fire Classification is not within scope of this Evaluation Report, refer to a current Approved Roofing Materials Directory for fire ratings of this product. Page 103 ........... ...........- JA.Taylor Roofing Inc. Evaluation Report for 26 g&6V Crimp Metal Roof Assembly FIA M20-RI • The product shall be installed in accordance with the Manufacturer's instructions and the Roof Assemblies section herein, • Modifications of the products as evaluated herein are beyond the scope of this evaluation. • All products listed herein shall have a quality assurance audit In accordance with F.A.C.Rule 98-72. Roof Assemblies: Assembly No. 1,/ Max Design Pressure: -69.25 Slope: 2:12 or greater V/ Deck f Minimum 15132'plywood or wood plank Deck Attachment.* In accordance with the applicable Code. In no case less than minimum Eld x 2"annular ring shank nails spaced 6' mc, In reroofing,where the deck is less than 19132'thick (minimum 15132")the above attachment method must be in addition to existing attachment. Deck attachment to e designed by others. Underlayment: ///Minimum ASTM D 226, Type It (No. 30) in accordance with Section 1507-2.8 of the 2010 FIAZ Building Code or any Approved underlayment having current Florida Statewide or Local Product Approval. 5V Crimp Panels: installed in ac�prdance with Manufacturer's installation instructions. Minimum #9-15 corrosion resistant fasteners with searing washers designed for metal to wood connections of sufficient length to penetrate 5116' through the sheathing installed 16*o.c. along the crown of the rib in the center of panel and along the lap (See Drawings). Assembly No.2 Max Des Pressure: A29-.26 Slope: 2:12 or greater Deck. .n1mum 15/32'plywood or wood plank Deck Attachment: In acco nce with the applicable Code, no case less than minim 8d x 2'annular Ong s k nails spaced T o.c. In reroofing, ere the deck' less than 19132'thick (minimum 15k3 ') e ye achment method must be in addition to existing ment. Deck attachment to be designed by Undertayment: Minimu TM D 226, Type 11 (No. in accordance wil action 1507.2.8 of the 2010 Florida ullding Code any Approved undertayment, having cu nt Florida Page 2 of 3 J.A.Taylor Roofing Inc. Evaluation Report for 26 ga.5V Crimp Wal Roof Assembly FL#14520-R1 Statewide or Local Product Approval. 5V Crimp Panels: In [led in accordance with Manu rer's i stallation instru "ons. Minimum #9-15 rrosion esistant fastener with sealing washers igned for . tat to wood conn ' ns of sufficient I gth to penetrate 16° through the she ing installed o.c.along the croym the rib in the cen r of pan and along the lap (See I Drawings). Drawings: 1 5-V PANEL. PROFILE r ' 24"Coverage t 1. } 5—V FASTENER DETAIL Quality Assurance; Keystone Certifications.(FBC Organization No.QUA1824) Evaluator.: - , Charles L.Thomas,PS - Florida Registered Professiansl Engineer,~' PE No.:29439 ,w' FBC Organization No.:ANE9008 14609 Dixie Hwy,Huds6n,.n-.;3 8' 7 ; Date: Page 3 of 3