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HomeMy WebLinkAboutBuilding Permit Application ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: 2/19/19 Permit Number: Building Permit Application Planning and Development Services Building and Code Regulation Division 2300 Virginia Avenue,Fort Pierce FL 34982 Phone: (772)462-1553 Fax: (772)462-1578 Commercial Residential X _ o PERMIT APPLICATION FOR: Window/door PROPOSED 1lVIPROVEM`ENT LOCATIC3N: :..,x, Address: 6002 Nettle Path Drive, Ft. Pierce, FL 34951 Legal Description: Holiday Pines S/D-Phase I-Lot 103 (Map 13/12S) (Or 476-819:3874-1346) Property Tax[D#.. 1312-500-0104-000-5 Lot No. 103 'Site Plan Name: Block No. Project Name: Ronald Becton Setbacks Front Back: Right Side: Left Side: r DETAILED TION OF 1NORK '" x u Remove & Replace 16 x 7 Garage Door. y v, � ,, � CO,NSTRUCTI0 INFORMATION . , .,�„ O Additionalwork to be erformed under this permit—check a a appy: []HVAC Gas Tank ❑Gas Piping _Shutters Q Windows/Doors Electric 0 Plumbing Sprinklers Generator Roof Total Sq. Ft of Construction: S . Ft. of First Floor: - Cost of Construction:$ 1,315.00 Utilities: Sewer Septic Building Height: , OIUNER LESSEE ,: CONTRACI"OR: ,, . , Ronald Becton � Namm e ton Name: Simeon Spagnuolo Address:6002 Nettle Path Drive Company: ABCO garage Door Company, Inc. City: Fort Pierce State:FL Address: 670 8th Court Zip Code: 34951 . Fax: City: Vero Beach State.FL Phone No.772-216-2550 Zip Code: 32962 Fax: 772-567-0894 E-Mail:rbecton@aol.com Phone No. 772-567-9098 Fill in fee simple Title Holder on next page(if different E-Mail: abcodoorvb@outlook.com from the Owner listed above) State or County License: 27233 If value of construction is$2500 or more,a RECORDED Notice of Commencement is required. ti StIPPLEM'ENTAL..GONSTRUCTI'ON LI Na LPN INFQRMATIUNa; .A� DESIGNER/ENGINEER: _Not Applicable MORTGAGE COMPANY: _Not Applicable Name: Name: 'Address: Address: City: State: City: State: 'Zip: Phone: Zip: Phone: 'FEE SIMPLE TITLE HOLDER: _Not Applicable BONDING COMPANY: Not Applicable (Name: Name: Address: Address: City: City: Zip: Phone: Zip: Phone: I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules,bylaws or and covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will,in all respects,perform the work in accordance with the approved plans,the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review:room additions, accessory structures,swimming pools,fences,walls,signs,screen rooms and accessory uses to another non-residential use 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 jobsite before the first inspection. If you intend to obtain financing, consult with lender or an attorney before commencing work or recording our Notice of Commencement. s _Signature of Owner/Lessee/Agent �— Sign ontractor/License Holder i STATE OF FLORIDA STATE OF FLORIDA COUNTY OF St.Lucie COUNTY OF St.Lucie The forgoing instrument was acknowledged before me The forgoing instrument was acknowledged before me this 19thday of February 20 19 by this 19th day of February 20 19 by Simeon Spagnu64- Simeon Spagnuolo (Name of person acknowledging) (Name of person acknowledging) (Signature of Notary Public-State of Florida) (Signature of Notary Public-State of Florida) Personally Known X OR Produced Identification Personally Known x OR Produced Identification Type of Identification Produced Type of Identification Produced Commission No. (Seal) Commission No. S a ;,: gq;••,, ANIANDARLIAN na.+e, 1ARUAN fi"=Commission#GG 026524 ,,emission# � 2020 E:<pire�September 5,202U ,.__. Revised 07/15/2014 ] p r;-r—essepternber��se80o3357ott; ,. �uFi�;<•` C'oCdCerdJ7rCyFatlP.surarCe8003857019 'yrau:T✓s=.:x+� REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE COMPLETE INITIALS ABCO Garage Door Company, Inc. ESTIMATE -'670 8th Court Vero Beach, Florida 32962 Date Estimate# iTel#(772) 567-9098 Email: abcodoorvb@outlook.com 2/15/2019 143516B iCustomer/Billing Information Ship To/Project Ron Becton Ron Becton(Holiday Pines) 6002 Nettle Path Drive 6002 Nettle Path Drive Ft.Pierce,Florida 34951 Ft.Pierce,FL 34951 C#772-216-2550 Item Description Qty Cost Total BRW5 FL# 16546.1 (+32/-... 16W x T H Clopay Brown Model#73 Colonial Raised 1 1,090.00 1,090.00 Panel Steel,FL 16546.1 W5 160 MPH Windload Exposure C 32+/-32 Impact Rated,8- 16'x 3"20 Gage 80 KSI Struts,Torsion Black Cone 41 Red.225 x 23.5" x 2"&Red Cone#I Blue.262 x 32"x 2", 12"Radius Tracks,Inside Lock,Trim,Installed.(Square-HR 21" Use 12"-Recess 3 1/2") Tear Down Tear Down&Removal Of Existing-RPS. 1 30.00 30.00 Reinforce Reinforce And Reconnect Existing Opener-Liftmatster 1 20.00 20.00 #3255. Lag Jambs Anchor/Lag(Depending On Structure)Existing Side 1 45.00 45.00 Jambs And Center Support Pad For Windload-2 x 6 Wood Frame. Permit-St.,Lucie County St.Lucie County Permit Fee&Processing Fee-All 1 130.00 130.00 Inspections Must Be Completed 180 Days From Permit Issue Date-Original Signature On Permit Required. *Special Order 2-3 Weeks* j Total g4 Customer Signature: Date: I I Page 1 ABCO Garage Door Company, Inc. ESTIMATE =670 8th Court Vero Beach, Florida 32962 Date Estimate# Tel#(772) 567-9098 Email: abcodoorvb@outlook.com 2/15/2019 143516B i Customer/Billing Information Ship To/Project Ron Becton Ron Becton(Holiday Pines) 6002 Nettle Path Drive 6002 Nettle Path Drive Ft.Pierce,Florida 34951 Ft.Pierce,FL 34951 C#772-216-2550 Item Description Qty Cost Total »» *TERMS 50%DEPOSIT-BALANCE UPON COMPLETION OF INSTALLATION i ***QUOTE VALID FOR 30 DAYS *Quote Does Not Include Interim Garage Door Or Opener Maintenance. *No Painting,Caulking,Carpentry,Electrical Or Special Framing Included. *Quote Includes Tax,Labor And Materials. *Quote Based On Site Field Inspection. i i I j Total $1,315.00 QUOTE VALID FOR 30 DAYS UNLESS A Price Increase Has Been Issued-By accepting this proposal,customer acknowledges acceptance of this work and materials on this proposal and payment is due as stated above.Customer agrees to pay late charges of 1.5%per month and to pay all costs including reasonable attorney fees, whether suit is brought or not,if collection procedures become necessary. Seller retains Security Interest in the goods listed above.Goods installed by ABCO Garage Door Company,Inc.,at the location listed above are the price and the terms as stated above. Goods shall remain personal property regardless of affixation to Realty,Seller retains Security Interest in the goods and shall continue until the full purchase price has been paid in full;by the Buyer.In the event the Buyer defaults,seller may excercise rights and remedies under the UNIFORM COMMERCIAL CODE in force in the State Of Florida at the date of the agreement and no entry shall be considered trespassing. 19 Customer Signature: �Y Date: �- i Page 2 2/19/2019 Florida Building Code Online BCIS Home I Login User Registration I Hot Topics Submit Surcharge I Stats&Facts I Publications I Contact Us I' BCIS Site Map Links I Search Florida " P u: Product Approval I �p USER:Public User: Product Approval Menu>Product or Ao kation Search>Application List>Application Detail OFFICE OF THt FL# FL16546-R10 Application Type Revision Code Version 2017 Application Status Approved j Comments Archived I Product Manufacturer Clopay Building Products Company Address/Phone/Email 8585 Duke Blvd. Mason,OH 45040 j (513)770-6062 mwesterfield@clopay.com Authorized Signature Scott Hamilton shamilton@clopay.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email I Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer O Evaluation Report-Hardcopy Received I Florida Engineer or Architect Name who developed the Scott Hamilton Evaluation Report Florida License PE-63286 Quality Assurance Entity Intertek Testing Services NA,Inc. -QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By Gary Pfuehler i Validation Checklist-Hardcopy Received Certificate of Independence FL16546 R10 COI Certification of Independence of Validation Entity_ Gary Pfuehler 2016-02-19.pdf FL16546 R10 COI Statement on Independence of Evaluation Entity_ ScottHamilton 2016-02-19.pdf Referenced Standard and Year(of Standard) Standard Year ANSI/DASMA 108 2005 ANSI/DASMA 115 2005 ASTM E1886 2005 ASTM E1996 2009 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvgqu2w%2bnFgUMAguIPw2FMmFvBgsvYdca%2bEFf6HTsLVhQ%3d%3d 1/6 2/19/2019 Florida Building Code Online ` Certified By Florida Licensed Professional Engineer or Architect FL16546 R10 Equiv 20170809-FBC-DASMA 108 equiy.pdf FL16546 R10 Equiv 20170809-FBC-DASMA 115 equiv, df Sections from the Code Product Approval Method Method 1 Option D I Date Submitted 04/18/2018 Date Validated 04/19/2018 Date Pending FBC Approval 04/29/2018 Date Approved 06/12/2018 Date Revised 12/18/2018 Summary of Products Go to Page �- 0 0 Page 1/30 0 FL# Model,Number or Name Description 16546.1 01 W5-16-HY PAN-21`153/6: 73, Steel Pan (min. 25 ga.) Double-Car(9'2"to 16'0"wide) 1500,75,76, 190,84A,94,42,42B, WINDCODE®W5 Garage Door 48,48B, 55,4F,4RST,6RST,4RSF, 6RSF,GD5S;GD5SV, GR5S,GR5SV, ARSS,AR5SV,ED5S, ED5SV Limits of Use Installation Instructions Approved for use in HVHZ: No FL16546 R10 II 101922-A-Revl5.odf Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant:Yes Created by Independent Third Party: No Design Pressure: +32 PSF/-32 PSF Evaluation Reports Other:Solid doors(no glazing)or doors with optional impact- FL16546 R10 AE CBPC 131211-A.pdf resistant glazing are impact-resistant(large missile impact). Created by Independent Third Party: No 16546.2 02 WS-16-HY PAN-2F153/6: 73, Steel Pan(min. 25 ga.) Double-Car(9'2"to 16'0"wide) 1500,75,76, 190,84A,94,42,42B, WINDCODE@ W5 Garage Door 48,48B,55,4F,4RST,6RST,4RSF, 6RSF,GD5S,GD5SV,GR5S,GR5SV, AR5S,AR5SV,ED5S, ED5SV Limits of Use Installation Instructions Approved for use in HVHZ: No FL16546 R10 II 101922-B-RevlS.pdf Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: No Created by Independent Third Party: No Design Pressure: +32 PSF/-32 PSF Evaluation Reports Other:The standard glazing available for this product meets FL16546 R10 AE CBPC 131211-A.pdf the wind load requirements of the building code but DOES NOT Created by Independent Third Party: No meet the impact resistant requirement for windborne debris regions. 16546.3 03 W8-16 PAN-2F443: GD4S,GR4S, Gallery/Artistry/Expressions: Steel Pan (min. 24 ga.) Double- ED4S,AR4S Car(9'2"to 16'2"wide)WINDCODE@ W8 Garage Door with Optional Impact-Resistant Lites Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16546 R10 II 104791-RevO5.odf Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant:Yes Created by Independent Third Party: No Design Pressure: +46 PSF/-52 PSF Evaluation Reports Other: Max.Wind Speed (V_ult): 170 MPH.Solid doors(no FL16546 R10 AE CBPC 131211-A.pdf glazing) or doors with optional impact-resistant glazing are Created by Independent Third Party: No impact-resistant(large missile impact). 16546.4 04 W6-16 PAN-21`153: 73, 1500,75, Steel Pan (min. 25 ga.) Double-Car(9'2"to 16'2"wide) 190,84A,94,42,42B,48,48B,55, WINDCODEO W6 Garage Door with Optional Impact-Resistant 4RST,6RST,4RSF, 6RSF,GD5S, Lites GD5SV,GRSS,GR5SV,AR5S, AR5SV, ED5S, ED5SV Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16546 R10 II 104710-A-Rev03.odf Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant:Yes Created by Independent Third Party: No Design Pressure: +36 PSF/-42 PSF Evaluation Reports Other: Max.Wind Speed(V_ult): 170 MPH.Solid doors(no FL16546 R10 AE CBPC 131211-A.pdf standard glazing)are impact-resistant(large missile impact). Created by Independent Third Party: No https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgqu2w%2bnFgUMAguIPw2FMmFvBgsvYdca%2bEFf6HTsLVhQ%3d°/`3d 2/6 4 3 2 1 'CLASSIC'RAISED PANEL EMBOSS DODRS DOOR HEIGHT p OF p OF U-BARS SHEET, REVISIONS SECTIONS 1 OF 4 REV. NO. ZONE: DATE: ECN NO. APPVD: DESCRIPTION MODELS. 24'GA 24 GA INS 25 GA 25 GA INS 25 GA 25 GA INS UP TO 7'0' 4 8 CLOPAY 84A,94 -- 73, 75 1500,190 76 76V 7.3' TO 8'9' 5 10 15 - 9/2016 - SH I UPDATED U-BAR DESCRIPTION, IDEAL 4RST,4F-i 4RSF I 6RST I 6RSF 2RST -- 9'0' TO 10'6' 6 12 H13LHES 48: 48B I -- 142,42BI 55,55S 10'9' TO 12'3' 7 14 SHORT PANEL LONG PANEL 12'6' TO 14'0' 8 16 D •-MODEL 4F IS FLUSH 14'3' TO 15'9' 9 l8- D 16'0'- 10 20 MAX SECTION HEIGHT; 21' "CLASSIC" SHORT PANEL DESIGN SHOWN. GALLERY SHORT PANEL AND "CLASSIC" 'CLASSIC'RAISED PANEL EMBOSS DOORS A LONG PANEL ALSO APPROVED.,SEE TABLES AT LEFT FOR DETAILS. SHORT PANEL LONG PANEL OPTIONAL GLAZING MAY BE 9 OF INTERn tl 17F INTERN. p OF STD 6 OF comm. Y OF INTERN HOOK WIDTH DOOR WIDTHF IMPACT-RESISTANT OR STANDARD (058 OR STILES HINGES INTERn STILE INTERN.STILES HINGES BETTER). SEE SECTION B-B ON SHEET TWO 9.2'TO 9.10• Y 1 9.2'TO 11'2' - 1 -0 - 1 FOR DETAILS. GLAZING MAY BE IN TOP OR 10.0'TO 11'10' 2 - 2 11'4'TO 14.10' 2 1 1 2 - I )NTERMEDIATE SECTION (SHOWN IN 12'0'TO 13'10' 3 2 15.0'TO 16.2• 3 2 3 - INTERMEDIATE SECTION). 1440'TO 15'10' 4 4 SEE NOTE BELOW REGARDING EXTRA Tp 7 7 7 7 7 7 7 7 SHORT GLAZING ONLY. 16.0• TO 16'2' S 3 STILES ON LONG PANEL DOORS. '1. R VIEW W. 'CARRIAGE MOUSE' 'CARRIAGE HOUSE'RAISED PANEL RAISED PANEL EMBOSS DOORS SHORT EMBOSS DOORS C MODELS 25 GA 25 GA INS DOOR WIDTH a DF INTERN.p OF INTERn = C VIEW"C". CLOPAY STILES HINGES C "GALLERY' GDSS,GRSS GDSSV,GRSSV 9.2' TO 10'0' ] 1 20 GA. END STILES ATTACHED TO C MES 10.2• TO 11'4' N/A N/A o DOOR SKIN WITH PATENTED 'ARTISTRY' AR5S AR5SV 11'6'TO 13'10'. 3 2 TOG–L–LOC SYSTEM (TOP, BOTTOM & IDEAL'CARRIAGE 74.0' TD 16'0' 5 3 CENTER).ATTACHED TO TOP AND HOUSE' ED5S EB5SV BOTTOM RAIL WITH PATENTED TOG–I-LOC SYSTEM. SHORT PANEL TWO POINT LOCKING THIS DOOR MEETS OR EXCEEDS THE DESIGN LOADS FOR THE INTO TRACK. ULTIMATE;MND SPEEDS LISTED BELOW ACCORDING TO THE FLORIDA BUILDING CODE OR THE INTERNATIONAL BUILDING CODE.(BASED ON ASCE7-10) FOR THE FOLLOWING CONDITIONS: 1)ENCLOSED BUILDING,2)DOOR HAS 2'OF MOTH IN BUILDING'S END ZONE,3) A OPTIONAL OUTSIDE KEYED LOCK POSITION ANY ROOF SLOPE, AND 4)TESTING IN ACCORDANCE WITH MAX. DOOR WIDTH 16'-0"- ANSI/DASMA 108.SITE-SPECIFIC CALCULATIONS BY A QUALIFIED INSIDE ELEVATIONS SNAP LATCH ENGAGES DESIGN PROFESSIONAL MAY DIFFER. LOCATION OF OPTIONAL VENTS. TOTAL ONTO VERTICAL TRACK. ULTIMATE WIND VENT OPENINGS: 60 IN' PER VEHICLE. ONE SNAP LATCH ON B SPEED 4HPH) 140 145 150 160 175 ,EACH SIDE OF DOOR.. END o EXPOSURE STILE. U CATEGORY �H,C,D B.C.0 D.C B.L dBEXTRA STILES FOR LONG—PANEL MODELS. SLIDE BOLT LOCKMEAN ROOF HEIGHT 25' IS' 25' IS' OUTSIDE ADDITIONAL 18 CA COMMERCIAL INTERN. STILES REQUIRED AS NOTED ON ENGAGES INTO END THE TABLES ABOVE. END KEYED OUTSIDE THESE COMMERCIAL CENTER STILES ARE ATTACHED MIDPOINT BETWEEN THE STILE. VERTICAL TRACK. HANDLE STILE. HANDLE. LOCK BAR EXISTING'RESIDENTIAL CENTER STILES. COMMERCIAL CENTER STILES ARE ONE LOCK ON ENGAGES IN ATTACHED WITH TOG–L–LOC(TOP&BOTTOM)OR(4)3/16'POP RIVETS EACH SIDE OF INSIDE HANDLE TRACK ON OR(4)#8 SHEET METAL SCREWS. DOOR. OUTSIDE KEYED LOCK WITH EACH SIDE HAIy/LA��� SNAP LATCH LOCK OPTION. OF DOOR. G:'V•GE.... 0 �� INSIDE SLIDE BOLT OUTSIDE KEYED LOCK WITH 6 : S . F•?. : LOCK OPTION. LOCK BAR LOCKING. #14x5/8"SHEET +'*.J� �0 s S •'. } METAL SCREWS MANUFACTURING SHORT PRODUCT CODE U_No 6 MIN. 25 GA. DOORS. MPC PAN-2F153/6 SNORT PANEL: PAN-2F153 O DESIGN LOADS: +32.0 P.S.F. & -32.0 P.S.E. LONG PANEL• PAN-2F156 'O -/r IS O:2 TEST LOADS +48.0 P.S.F. & -48.0 P.S,F. PART NO.: N/A A A 9; STAYE OF Vl` 14"x3/4" SELF Unless Slotcd Otn r s _Cho a 8585 Duke Boulesord WINDLOAD RATING 40 PPING SCREWS Mossn,OH 45040 USA 9�'_TA/ o TOLERANCES ere P y Tet.xs.5131 48001.,�j n p`�. �� 1 .0 1.031 Builfir FraAuc6 Cam Por No.513-770-4653 YY5 L:I J,2itNO% Opp- 1.005 DESCRIPTION: CLASSIC AND CH RP STEEL PAN DC+32/-32 PSF 14 GA. END HINGES 18 GA. INTERMEDIATE HINGE DRAWN BY: MWW DATE: 1/26/96 SCALE: NTS DESIGN ENGINEER: ___ _._ W " " W Degrees p_11%2 OWG_D CHECKED-BY: -- - DATE: -- SHEET i OF_a SIZE f_.J SCOTT HAMILTON, P.E: ualeaa 6m1ea otner.•ise - FLORIDA LICENSE No. 63286 OIMENSIO s ARE IN INCHES.DWG. NO.: 101922 VER: IBC 4 3 2 1 4 3 2 1 'CARRIAGE HOUSESHEET, REVISIONS 'CLASSIC:RASED PANEL EMBOSS DOORS ' RAISED PANEL EMBOSS DOORS 2 OF 4 MODELS 24 GA 24 GA INS 25.Ga 25 GA INS 25 GA 25 GA INS MODELS 25 GA 25 GA INS REV. N0. ZONE: DATE: ECN NO. APPVD: DESCRIPTION CLOPAY 84A,94 1 -- 173, 75 1500,190 76 1 76V CLOPAY 15 - - - - SEE REVISION HISTORY ON SHEET ONE. IDEAL. '4RST, 4F+ 4RSF I 6RST 6RSF 2RST -- 'GALLERYGDSS.GRSS. GD5SV,GR5SV HULMES 48,48B -- 142,42BI 55,55S -- -- HOLMES 'ARTISTRY' ARSS ARSSV SHORT PANEL LONG PANEL D - IDEAL 'CARRIAGE EDSS ED5SV D r -MODEL 4F IS FLUSH .HOUSE' SHORT PANEL IMPACT-RESISTANT CONSTRUCTION: STANDARD ASSEMBLY CONSTRUCTION: SOLID DOORS,(NO.GLAZING)OR ODORS WITH OPTIONAL IMPACT-RESISTANT GLAZING ARE OPTIONAL DSB OR 1/8•ACYRUC LITES AVAILABLE. OPTIONAL ACRYLIC GLAZING IS IMPACT-RESISTANT. OPTIONAL INJECTION-MDLDED POLYCARBONATE FRONT FRAME.AND PLASKOLITE OPTIX OR LUCRE CP APPROVED CC2 PLASTIC IN ACCORDANCE WITH IBC/FBC GLAZING IS GE LEXAN SLX2432T, ANS APPROVED CC2 PLASTIC IN ACCORDANCE WITH 2606. IBC/FBC 2606. THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE THE ENITRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE WIND.LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE OR INTERNATIONAL BUILDING WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE AND INTERNATIONAL BUILDING CODE BUT DOES NOT MEET THE IMPACT RESISTANT REQUIREMENT FOR 1WNDBORNE DEBRIS CODE AND ME ET$THE IMPACT-RESISTANT REQUIREMENTS (REF. CHAPTER 16 FBC/IBC), REGIONS (REF.'CHAPTER 15 FBC/IBC). SECTION B—B (IMPACT—RESISTANT GLAZING OPTION) SECTION B—B (NON—IMPACT RESISTANT GLAZING OPTION C DETAIL'D' C FRONT FRAME WITH U.V. COATING ON OUTSIDE SURFACE. NOTE THAT FRONT FRAME IS NARROWER THAN DETA_ILD/, IMPACT-RESISTANT FRAME. OPTIONAL DECORATIVE / 225 MULTIPURPOSE MGH BOND TAPE t2S SNAP-IN INSERT //// _(BETWEEN FRAME AND FACADE). DECORATIVE FRONT FACADE. L. - ' GLAZING\ mAs� MOLDED INSIDE —STRUCTURAL SILICONE SEALANT LITE RETAINER. {� (BETWEEN STEEL SKIN AND FRAME). (10 SC"PAN HEAD SCREW (10 SCREWS PER LITE). IMPACT RESISTANT ONE-PIECE INJECTION POLYSTYRENE RETAINER FASTENED TO FRAME WITH MOLDED GE.LEXAN (10) j8 x 3/4•PAN HEAD MACHINE SCREWS. B SLX2432T FRONT B. FRAME&GLAZING. IMPACT—RESISTANT ASSEMBLY DETAILS STANDARD ,ASSEMBLY DETAILS DRAWING 101922-A DRAWING 101922-B ��T IHAA114 G,'•GEA( ` Np+682E�6 w,_ _ MANUFACIumPRODUCT CODE i''�•' �j�-�.fiW MIN. 25 GA. DOORS: MPC PAN-2F153/6 SHORT.PANEL: PAN-2F153_ DESIGN LOADS: +32.0 P.S.F. & -32.0 P.S.F. LONG PANEL•'PAN-2F756 eaccz TEST LOADS: +48.0 P.S.F. & -48.0 P.S.F. PART NO.: N/A A 9'. STATE OF .ttt` l� Unku Blote4 Olnen.:se Clopay 8585 Duke 5G4O.0 A VINDLOAD RATING ��•,� P _�� TOLERANCES 4.e Toson,off as70o.uSA Te1.;N.:513.770-4800 W5 DP32 .000 t 005 DESCRIPTION: CLASSICAND RP STEEL PAN DC +32/-32 PSF - '- - - - DESIGN ENGINEER, ..o= t.001 DRAWN 8Y: MWW DATE: 1/26/96 SCALE: NTS DWG. -- -- Degrees =-at/2'. CHECKED-BY: --- - DATE: -- SHEET 2-OF.4 SIZE SCOTT HAMILTON, P.E. - unlms stAlea olnn" FLORIDA LICENSE No. 63 86 OINENSIONB ME IN INCHES.DWG. NO.: 101022 VER: IBC 4 3 2 1 4 3 2 1 'CLASSIC'RAISED PANEL EMBOSS DDDOR RS 'CARRIAGE HOUSE' SHEET. REVISIONS RAISED PANEL EMBOSS DOS 4 OF 4 MODELS 24 GA 24 GA INS 25 GA 25 GA INS 25 GA 25 GA INS MODELS 25 GA 25 GA INS REV. NO. ZONE: DATE: ECN N0. APPVD: DESCRIPTION GLDPAY B4A,94 -- 73, 75 1500,190 76 76V CLOPAY 15 - - - - SEE REVISION HISTORY ON SHEET ONE. IDEAL 4RST,4Fr 4RSF 6RST- 6RSF 2RST 'GALLERY' GDSS,GRSS GDSSV,GR6SV _HOLMES 1 48,4811 1 -- 1Q.42BI 55,55S I -- I -- HOLMES AR5S AR5SV SHORT PANEL LONG PANEL 'ARTISTRY' D • -MODEL 4F IS FLUSH IDEAL 'CARRIAGE HOUSE, ED5S ED5SV D SHORT PANEL 2" TRACK CONFIGURATION, DOOR COUNTERBALANCE SYSTEM JAMB CONFIGURATION. ' HORIZONTAL(RACK . 13 CA GALV.STEEL FLAG BRACKET ATTACHED TO DOOR SUPPORT BY DOOR JAMB WITH(3)5/16'X 1-5/8-LAG SCREWS HEIGHT "L" INSTALLER(TO SUB). AND TO TRACK WITH(2) 1/4'RIVETS.OTE: 6•_ - 70 NTRACK CONFIGURATION = 7'-0" 2.5 SYP WOOD JAMB.SEE OPTIONAL STOP MOULDING BY INSTALLER(TO SUIT). 7'- "JAMB PREPARATION NOTE". NOT A THE ODOR OPENING DOES = AS ROD:SPACING NTE 30'O.C. 8._ .. i 4Y'tfffiy�f<'(Gf S4, 20 C0.GALV. STEEL END STILE. NOT AFFECT THE WIND LOAD -6 20 C0.MIN.GALV.STEEL INTERN,STILE. RATING OF THIS DOOR. o " o 62'34" 2'GALV.STEEL TRACK. 9'-6-1 2-1/2'X 12 GA GALV_STEEL TRACK THICKNESS:0.060-. 0-0" TRACK BRACKETS FASTENED TO 10•-6"111C WOOD JAMBS WITH 5/6-X 1-5/8- IS CA,GALV.STEEL CENTER HINGE v .L- 1t'-0" LAG SCREWS. FASTENED 70 INTER.STILES W/(4)EACH = T1•-6'1 ' 7/16-I.D.ROUND PUSH -#14.5/8`SHEET METAL SCREWS. 36'S2" TYP.2-1/2-X 12 GA(0.099") 12'-0 136" NUT FASTENER. C CALK STEEL TRACK BRACKETS. 1 '-6"1 - 14 GA GALV.STEEL ROLLER HINGES FASTENED TO END STILES W/(4)EACH#14.5/8" ATTACHED TO JAMB WITH (1) 13-0' SHEET METAL SCREWS AND(4) 1/4"SELF TAPPING SCREWS PER END HINGE. 0 5/16-X 1-5/8-LAG SCREW PER 3'-6- 4- 2'GALV,STEEL TRACK FASTENED TO TRACK BRACKET. 14'-0'LEE 12 GA GALV STEEL TRACK BRACKETS 4'- WITH EITHER(2) 1/4"DIA.RIVETS OR 2'OVA SHORT STEM. 10 BALL STEEL ROLLER WITH STEEL OR NYLON TIRE. 10' 15;-0;" (1) 1/4"X 5/8'BOLT&NUT PER 3_1/2- -6TRACK BRACKET, SECTION C-C .. 16'-0"1184 PREPARATION OF,IAMBS BY OTHERS, LHR BRACKET(2-1/2"r 5-3/4's 12CA) 3`TRACK IS ALSO AVAILABLE, ATTACHED WITH(2) 1/4"'x.3/4•SELF TAPPING i;WOE DOUBLE TRACK LOW HEADROOM OPTION HORZONTAL B B :' No 63 8 SHORT MANUFACTURING PANn2Ft53 UCT DE * �`•'•: _ DESIGN LOADS: +-17RS. & 32.0 P.S.F, / LONG'PAN'EL: PAN-2F156 TEST LOADS: +48.0 P.S.F. & -48.0 P.S.F. PART NO.: N/A A A 9 STAT OFFF ��� Unless Slated Olnan.lea 8585 Duke Boulewtd vINDLOAD RATING TOLERANCES a, rj'Q!]ay Llesan,ON 45090 USA `,/ •R•�O•��` 800 % .0 = t.031 8.76.9 Products COMM F,Ko.513-0 513 770-4853 �VV 5 D P 3 2 t%% .00 a *:.015 005 DESCRIPTION: CLASSIC AND CH RP STEEL PAN TIC +32/-32 PSF .0000 = t.001 DRAWN BY: MWW DATE: 1/26/96 SCALE: NTS I DW DESIGN ENGINEER DeG.grees = t 1/2_' CHECKED BY: --_ DATE: -- _ SHEET_4- F 4.SIZE B - SCOTT HAMILTON, P.E. - - ---- --�_ - - - - ---- - Unless stated Olne-ha - fLORIDA LICENSE'No. 63286 DIMENSIONS ARE IN INCHES.DWG. NO.: 101922 VER: IBC 4 3 2 1 I i December 11, 2013 (revised 6/14/17) Evaluation Report for Clopay Building Products Company Sectional Garage Doors, W5 through W8 I have evaluated the wind load door designs as.shown on the drawings listed below. I have reviewed the test reports, which were generated by accredited laboratories as required by the relevant Florida Administrative Rule, the engineering rational analysis, and the product drawings. The test reports are listed below. Assembly testing was conducted by American Test Lab North Carolina and CBPC-ATC. Component testing was conducted by HETI and ETC. For the doors listed in Tables 1 through 8, Static Pressure Tests were conducted in accordance with TAS 202-1994, ASTM-E330-2002 and ANSI/DASMA 108-2005. Missile Impact and Cyclic Pressure Tests were conducted in accordance with TAS 201-1994 and TAS 203-1994 and ASTM E1886-2005 and ASTM E1996-2009 and ANSI/DASMA 115-2005. The pressures listed on the drawings are either direct results of these tests or results obtained through engineering rational analysis based on actual tests. I have concluded that the sectional garage door designs listed below in Tables 1 through 7 are in compliance with these High Velocity Hurricane Zone test requirements of the Florida Building Code and therefore are qualified as Impact-resistant assemblies (large missile Impact). TABhl= is Drawings for doors with Manufacturing Product Code (MPC) PAN-2F, 53 101922-A-Rev15, max. door size 16'0" x 1.6'0"; +32/-32 PSF (design load) : 104.710-A-Rev03, max. door size 16'2" x 16'0"; x-36/-42 PSF (design load) BL a 2:.-Drawings for doors with Manufacturing Product 104791-RevO5, max. door size 16'2" x 16'0"; +46/-52 PSF Cdesign load) 104121-RevO4, max. door size 9'0" x 16'0"; +50/-58 PSF (design load) 105109-A-Rev01, max. door size 18'0" x 16'0"; +25/-25 PSF (design load) ILE 3: [Drawings for doors with Manufacturing Prod 56: 10 .922-A-Rev15, max. door size 1610" x 1610 +32/-32 PSF (design load) ,104710-A-Rev03, max. door size 16'2" x 16'0"; +36/-42 PSF (design load) TABLE 4: Drawings for doors with Manufacturing Product Code (MPC) PANSP-2F153: 104818-A-Rev01, max. door size 16'2 x 16'0"; +32/-37 PSF (design load) TABL, awi s For doors with Manufacturing Product o 1 104818-A-�Rev01, max, door size 16'2" x 16'0 +32/-37 PSF (design load) TABLE 6: Drawings for dopM witbanufacturing Product Code MPC DSIE-1A171: 104814-A-Rev00, max. door size 9'0" x 16'0"; +36/-44 PSF (design load) TABLE 7: Drawin s for doors with Manufa-ctuxing Product Code MPC PAN-2F446., 105109-A-Rev00, max. door size 18'0" x 16'0"; +25/=25 PSF (design load) PAGC-1 9F 6 FILE: CBPC 131211-A.6 I EVALUATION ROPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAG@ DOORS,W5—W8 TABLE 8: Drawings for doers with Manufacturing Product Code (MPC) SPO-2F499: 104791`-Rev05, max, door size 16'2'.' x 16'0"; +46/-52 PSF (design load) 10412.1-R604, max. door size 9'0" x 16'0"; +50/=58 PSF (design load) For the doors in Tables 9 through 17, Static Pressure Tests were conducted in accordance.with ASTM-E330-2002 and ANSI/DASMA 108-2005'. The pressures listed on the drawings are either direct results of these tests or results obtained through engineering rational analysis based on actual tests, I have concluded that the sectional garage door designs listed below in Tables 8 through 13 are in compliance with these test requirements of the Florida Building Code. TABLE 9;_Ir_awings for doors with Manufacturing Product Code (MPC) PAN-2F153: 101922-13-Rev15, max. door size 16'0" x 16'0"; +32/-32 PSF (design load) - 104710-BRevo3, max, door size 1612'" x 16'0"; +36/-42 PSF (design load) TABLE 10, Drawings for doors with M g gnufacturing Product Code (MPGLPAN-ZE 105101-Rev00, max. door size 20'0" x 16'0"; +30/-32 PSF (design load) TABLE 11: Drawings for....doors-with Manufacturing Product Code MPC) PAN-2F156: 101922-B-Rev15, max. door size 16'0° x 16'0"; +32/-3Z PSF (d:esign load) 104710-B--Rev03, max. door size 167" x 16'0"; +36/-42 PSF (design load) TABLE 12: Drawin illi Manufacturing Product P- PANSP-2F153: 104818-B-ReV01, max. door size 16'2' x 1610 +32/-37 PSF (design load) I TABLE 13• Qrawincis for doors with ManufacturingProduct Code (MPC) PANSP-2F156;, 104818-B-ReV01, max. door size 1612" x 1610 +32/-37 PSF (design load) TAS 4: Drawincis for doors with M turina Product Code MPC D IE- 104814-3-Rev00, max. door size 9'0" x 16'0"; +36/-44 PSF (design load) TABLE 15, Drawings for doors witb Manufacturing Product Cod -(MPPQ PAN-2F443: 105109-B-Rev01, max. door size 18'0" x 16'0"; +25/-25 PSF Cdesign load) TABLE 16: Drawings for doors with Manufacturing Product Code (MPC) PAN-217446., [ 105109-13-Rev01, max, door size 181.0" x 1610"; x-25/-25 PSF (design load) TABU~ 17'• Drawings for doors with Manufacturing Product Code (MPC) W-1B8% j105116--Rev01, max. door size 18'0" x 8'0"; +32/-36 PSF (design load) Test.Reports: iThe following test reports are based on testing conducted by American Test Lab at their 'North Carolina Facility: 0213.01-13 (4/29/13), 0813.01-12 (10/9/12), 1206.01-12 (1/23/13), 0117-01-13R (3/18/13), 0220.01-13 (4/29/13), 0312.01-13 (5/1/13), 0102.01-13 (2/20/13). These reports document compliance with the TAS testing standards and are signed and sealed by David Johnson, FL PE 61915. The following test reports are based on testing conducted by CBPC-ATC at their Mason testing facility (accredited by L-A-13 for ASTM E330 and ANSI/DASMA 108 testing): C13PC-ATC 13-009 (6/25/13), 13-010 (6/25/13), 13-013 (4/29/13), 16004 (4/4/16), 16-007 (5/16/16) PAGE 2 OF 6 FILE: CBPc_131211-A.6 I EVALuA`TION REPORT FOR CLOPAY BUILDING PRODUCTs COMPANY,SECTIONAL GARAGE DOORS,w5-.w8 Prod 1Ja Description for doors with MPC PAN-217153: j These doors consist of 2" thick steel pan sections with min. 25 ga. (0.019") skins. The steel skin is at least G40 DDS per ASTM A653. The maximum section height is 21". These doors may have optional Impact-Resistant Glazing (Molded). Optional Impact-Resistant Glazing is a one-piece injection-molded front frame and glazing, The following models are at least structurally equivalent to the tested door: 84A, 94, 98, 73, 75, 1500, 190, 4RST, 4F, 4RSF, 6RST, 6RSF, 48, 488, 42, 428, 55, 55S, GDSS, GD5SV, GR5S, GR5SV, AR5S, ARSSV, ED5S, EDSSV, Not all models may be shown on a given drawing. Preddct Descriptlon for doors with MPC.P6N-2F143• These doors consist of 2" thick steel pan doors with min. 24 ga. (0.022") outer skins. The steel skin is at least G40 per ASTM A653, The maximum section height is 21". The sections may have EPS foam insulation inserted into the pan cavity. The following models are at least structurally equivalent to the tested door: 84A, 94, 417, 4RST, 4RSF, 48, 48B. Not all models may be shown on a given drawing. _Product Description for doors with MPC-PAN-2F443: These doors consist of 2 thick steel pan doors with min. 24 ga. (0.022") outer skins. The steel skin is at least G40 per ASTM A653, The maximum section height is 24". The sections may have EPS foam insulation Inserted into the pan cavity. These doors may have optional Impact-Resistant Glazing (Aluminum). Optional Impact- Resistant Glazing is an aluminum front frame and a separate polycarbonate glazing, The following models are at least structurally equivalent to the tested door: G4S, GS4, G134S, GR4S, G4SV, GS4V, GD4SV, GR4SV, E4S, ED4S, E4SV, ED4SV, MR4S, SS4, AMS, MR4sV, SS4V, AR4SV. Not all models may be shown on a given drawing. Product Descriptipa for doers with MPC PAN-2F156: These doors consist of 2"thick steel pan sections with min. 25 ga. (0.019") skins, The steel skin is at least G40 DDSper ASTM A653. Sections may have 1-5/16" Insulation captured in the cavity of the pan section. The maximum section height is 21". The foilowing models are at least structurally equivalent.to the tested door: 76, 75L., 2RST,76V. Not all models may be shown on a given drawing. Product Dg5.q tion for doors with MPC PANSP-2F153• These doors consist of 2" thick steel pan sections with min. 25 ga. (0.019") 'skins. The steel skin is at least G40 DDS per ASTM A653. sections may have 1-5/16" insulation captured in the cavity of the pan section. The maximum section height is 21". These doors may have optional Impact-Resistant Glazing in either the top section or the next=to-the-top section. Optional Impact-Resistant.Glazing is a one-piece injectlon-molded front frame and glazing. The following models.are at least structurally I equivalent to the tested door: 73SP, 15SP, GD5SSP, GD5SPV. Not all models may be shown on a given drawing. 4 i I PAGE 3 OF 6 FILE: CBPC_131211-A.6 , f EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS;WS-W$ Pr duct Description for doors with MPG PANSP2F156_: These doors consist of 2" thick steel pan sections with min. 25 ga. (0.019") . skins. The'steel skin is'at least G40 DDS per ASTM A653. Sections may have 1-5/16" Insulation captured in the cavity of the pan section, The maximum section height is 21". These doors may have optional Impact-Resistant Glazing in either the top section 1 or the ne>*to-the-top section. Optional Impact-Reslstant Glazing is a one-piece injection-molded front frame and glazing, The following models are at least structurally equ valent.to the tested door., 76SP, 76VSP. Not all models may be shown on a given l drawing. R duct Description for doors with,MPC DSIE--1A171: i These doors consist of 1-3/8" double-skin insulated sections with an EPS core laminated oto both skins. Both inner and outer skins are min. 27 ga. (0.0161') G40 DDS j per ASTM A653. The maximum section height is 21". The following models are at least structurally equivalent to the tested door: 2050, 4050, 2051, 4051, 2053, 4053, 62, 62G, 62LG, 6130, 65; 65G, 6131, 64, 64G, 6133, 135, SDP38, 136, SFL38, 134, SRP38. Not all models may be shown on a given drawing. Product Description for doors with MP C DSIU-1F471: These doors consist of 2" double-skin insulated sections with polyurethane Insulation foamed in place between both skins, Both inner and outer skins are min. 27 ga. (0.016") G40 DDS per ASTM A653. The maximum.section height is 24". These doors may have optional Impact-Resistant Glazing (Aluminum). Optional Impact- Resistant Glazing is an aluminum front frame and a separate polycarbonate glazing. The following models are at least structurally equivalent to the tested door. GD2SU, GR2SU, G©2LU, GR2LU, AR2SU, AR2L.U, E©2SU, ED2L,U, 9202, HDPC20, 7202, 8202, MFC6$CU, 9205, HDPR20, MFR68U, 7205, 8205. Not all models may be shown on a given drawing, Product Description for doors with MPC DSIE-1F471: These doors consist of 2" double-skin insulated sections with an EPS core laminated to bath skins. Both inner and outer skins are min. 27 ga. (0.016") G40 per ASTM A653. The maximum section height is 24". These doors may have optional Impact-Resistant Glazing (Aluminum). Optional Impact-Resistant Glazing is an aluminum front frame and a separate polycarbonate glazing. The following models are at least structurally equivalent to the tested door: GD2SP, GR2SP, GD21-0, GR2LP, AR2SP, AR2LP, ED2SP, ED2LP, 4302, HDGC, 6202; MFC68, 4305, HDGR, MFR68, 6205, SFR68. Not all models may be shown on a given drawing. Pit Description for doors with MPC SPO-2F449:. These doors consist of 2" thick steel pan doors with min, 24 ga. (0.02211) outer skins. The steel skin is at least-G40 per ASTM A651 The maximum section height is The sections may have decorative overlays. The following models are at least ;structurally equivalent to the tested door: GHnn, GHRnn, GHRvnn, SPnn, SPVnn, SMnn where "nn" represents the configuration of the overlays. Not all models may be shown on a given drawing. r 1 . PAGe 4 OF 6 RILE: CBPCu131211-A.6 i EVALUATION REPORT FOR CLOPAY BUILDING PROOUCTS-COMPANY SECTIONAL GARAGE DOORS,WS- W8 Prod uc Description for doors with M'PC: W-1899: These doors consist of 1=9/16" wood door sections with hemlock rails and stiles and decorative cladding and overlays. The maximum section height is 28". These doors may have optional Glazing. Optional Glazing is not impact resistant. The: following_ models are at least structurally equivalent to the tested door, RWxx, where"xx" represents the configuration of the cladding and overlays, Not all models may be shown. on a given drawing. I , Product Description for doors with MPC PAN-2F446: These doors consist of 2" thick steel pan doors with min. 24 ga. (0.022") outer skins. The steel skin is at least G40 per ASTM A653. The maximum section height is 24". The sections may have EPS foam insulation inserted Into the pan cavity, These doors may have optional Impact-Resistant Glazing (Aluminum). Optional Impact- Resistant Glazing is an aluminum front frame and a separate polycarbonate glazing, j The•following models are at least structurally equivalent to the tested door, G4L, GL4, GD4L, GR4L, G4LV, GL4V, GD4LV, GR4LV,. E4L, ED4L, E4LV, ED4LV, MR4L, SL4, AR4L, MR4LV, SL4V, AR4LV. Not all models may be shown on a given drawing. Impact_Resistant Glazing (Mol �d)o The optional impact resistant glazing is an Injection-molded polycarbonate front frame and•glazing (GE LEXAN SLX2432T) that is an approved C1 plastic in accordance with testing required by the Code. Approval based on review of the following tests: HETI-06-AO02 ASTM G155; HETI-06-TS66 ASTM D638 (before),; HETI-06-T634 ASTM D638 (after); ETC-06-1024-17496,0 ASTM (02843, ASTM D635, ASTM D1929. i Impact Resista_nt_Glazing (Alumi---- - The optional impact resistant glazing is an aluminum front frame and a separate polycarbonate glazing that is an approved C1 plastic in accordance with testing required by the Code. Approved polycarbonate materials are Sabic IP Lexan 9034 (versions also approved: MR10, 9030, 903181 90316, 90317, 90311, 90314, 90355) and' Bayer Makr©Ion GP (versions also approved: SL, AR, 15). Approval based on review of NOA 13-0717,01 (Sabic IP, exp. 7/17/18) and NOA 12-0605.05 (Bayer, exp. • 8/27/17). Limitations:. j The'drawing(s) cited above are an explicit part of this evaluation report. The text of this report does not attempt to address all design details and relies on the 'illustrations and text of these drawings as well. Jambs, lintels, sills or other structural elements required to prepare openings ;are not covered. The design. of the supporting structural elements shall be the responsibility of the professional of record for the building or structure and in ;accordance with current building codes for the loads listed on the drawing(s) referenced above. I I i PAGE 5 OF 6 FILE: CBPc_131211-A.6 I I ' + I • EVALUATION REPORT FOR CLOPAY.BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS,WS-WS Installation requirements per the relevant Florida Administrative Rule, including attachments, are detailed on the drawing(s) listed above. Installation must be in accordance with manufacturer's installation instructions aid must be as shown on the drawings) listed above. The manufacturer's licensed design professional listed on the drawing($) has reviewed the attachment details and installation requirements. Signature: ♦� AMI��'��i 0 6328,6 Scott Ha P E. = Florida P. E. No. 63286 - I STATE OF Date: f i f I I i I 1 I ! PAGE 6 OF 6 FILE: CBPC_131211-A.6 I I