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HomeMy WebLinkAboutBuilding Permit Application 'ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED r © I Date: 8/9/18 Permit Number: so 9 Building Permit Application RECEIVED Planning and Development Services SEP 19 206 Building and Code Regulation Division 2300 Virginia Avenue, Fort Pierce FL 34982 ST,W00 County,Pennittln Phone: (772)462-1553 Fax: (772)462-1578 Commercial Resi en I PERMIT APPLICATION FOR: Window/door PR°O"POSED INIPROvWtOf LOCATION: Address: 7006 Belleair Avenue, Fort Pierce, FL 34951 Legal Description: Lakewood Park- Unit 9-Blk 108 Lot 1 (Map 13/01 N) (Or 2732-1171: 2795-1210; 3516-1031) Property Tax ID#: 1301-611-0167-000-1 Lot No. 1 Site Plan Name: Block No. 108 Project Name: Setbacks Front Back: Right Side: Left Side: n DETAILED DESCRIPTION OF WORK a Remove & Replace 9 x 7 Garage Door. CONSTRUCTION vINFORM' lbiN r Additional work to _e performed under this permit—check a appy: HVAC 11 Gas Tank Das Piping _Shutters Windows/Doors Electric ❑ Plumbing Sprinklers 0 Generator Roof Total Sq. Ft of Construction: SFt.of First Floor: Cost of Construction: $ 1,095.00 UtilitiesInSewer 0Septic Building Height: OU1lNER/LESSEE , ;,. ;,, hm `CONTRACTOR: F Name Carol Wilson Name: Simeon Spagnuolo Address:7006 Belleair Avenue 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.407-791-0412 Zip Code: 32962 Fax: 772-567-0894 E-Mail:jmusgrave@wasteprousa.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$2500 or more,a RECORDED Notice of Commencement is required. SUPPLEMENTAL CONSTCTI RUON LIEN LAW INFORMATION � e . a . DESIGNER/ENGINEER: Not Applicable MORTGAGE COMPANY: _Nat Applicable Name: Name: Address: Address: City: State: City: State: Zip: Phone: Zip: Phone: FEE SIMPLE TITLE HOLDER: Not Applicable BONDING COMPANY: TNot Applicable Name: Name: Address: Address: City: City: Zip: Phone: Zip: Phone: I certify that no work or installation has commenced prior to the issuance of a permit. St.Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such structure.Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit,I do hereby agree that l will,in all respects,perform the work in accordance with the approved plans,the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review:room additions, accessory structures,swimming pools,fences,walls,signs,screen rooms and accessory uses to another non-residential use WARNING TO OWNER:Your failure to Record a Notice of Commencement may result in your paying twice for improvements to your property. A Notice of Commencement must be recorded and posted on the jobsite before the first inspection. If you intend to obtain financing, consult with lender or an attorney before commencing work or recording our Notice of Commencement. _Signature of OwnereTessee-/Age— nt�- Signature of Contrac'or/License-Holderl STATE OF FLORIDA STATE OF FLORIDA COUNTY OF St.Lucie COUNTY OF Sc Lucie The forgoing instrument was acknowledged before me The forgoing instrument was acknowledged before me this 18tWay of September. Zp 18by this '$t'' day of September 20 18 by Simson Spagnuo+ 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. GG 026524 ,..,, IOmnll5slOn NO. GG 026524 ,..••Yr Ai4t�B AtV Ar �(LSq�I�Au q M. Commission#GG 026524 ,,. '"Commission GG 026524 w=c=*tea ornen o. o Ex ices SL tember B 2020 ;r, P 1�°<,-,-"- sondsdTbfuiroyFaiiiinsurarc0800.365.76t9 "<° ;;•'' SondsdThroTroy 17,61Insuran35-7019 i Revised 07/15/2014 REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE COMPLETE INITIALS Property Card Page I of I Michelle Franklin, CFA—Saint Lucie County Property Appraiser All rights reserved. Building Information RnishedlUnderAlr)lrea. 7,494 SF Gross Total Area.,2,342 SF Exterior Data Building Type: HC Grade: C Year Built: 1974 Effective Year: 1974 No.Units: 1 Story Height: 1 Story Roof Cover: Fibrglss Shg Roof Stru C Py Primary Wall: CB Stucco Secondary View: Frame: Ft � L E Interior Data Bedrooms: 3 Full Baths: 2 Primary Int Wall: Drywall Half Baths: 0 Primary Floors: Carpet Avg Hgt/Floor: 0 Heat Type: FrcdHotAir Heat Fuel: ELEC Heated%: 100% A/C%: 100% Electric: MAXD" Interior Sprinkler%: N/A/o 14 (1187 PXA 14 14 -17 E nrm Sketch Area Legend Sub Area Description Area Fin.Area Perimeter BAS BASE AREA 1414 1414 170 GAA Garage Attached Average 522 0 94 OPAA Open Porch Attached Average 168 0 68 PATA Patio Average(Plain Slab) 238 0 62 This information is believed to be correct at this time but it is subject to change and is not warranted. 0 Copyright 2018 Saint Lucie County Property Appraiser.All rights reserved. hqs://Www.paslc.org/RECard/ 9/18/2018 . 9118/2018 Florida Building Code Online a Busi ness ► ProfessionalRegulation SCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge Stats&Facts I Publications I Contact Us I SCIS Site Map I Links I Search I d10Florida r a Product Approval USER:Public User :e:� r°�a`1M Product Approval Menu>Product or Aoolfcatlon Search>Application List>Application Detail . - FL# FL16107-R10 c Application Type Revision ME Code Version 2017F. Application Status Approved SEP 19 2018 Comments Archived I Product Manufacturer Clopay Building Products Company Address/Phone/Email 8585 Duke Blvd. Mason,OH 45040 (513) 770-6062 rnwesterfield@clopay.com coplly AIWI Authorized Signature Scott Hamilton shamilton@clops corr Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory. Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer .) 'Evaluation Report-Hardcopy Received 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 FL16107 R10 COI Certification of Independence of Validation Entity- Gary Pfuehler.pdf FL16107 R10 COI Statement on Independence of Evaluation Entity= ScottHamilton 120424.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_dti.aspx?param=wGEVXQwtDgvyf4ngAXhIO9aYpgetu2%2f5n8XnBD2%2f\/o8Jcu[DX01V°/a2fA%3d%3d 1/5 9/18/2018 Florida Building Code Online Certified By Florida Licensed Professional Engineer or Architect FL16107 RIO Equiv 20170809-FBC-DASMA 108 equiy.pdf FL16107 RSO Equiv 20170809-FBC-DASMA 115 equiv.pdf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/10/2017 Date Validated 08/14/2017 Date Pending FBC Approval 08/16/2017 Date Approved 10/10/2017 Summary of Products Go to Page j' 0 0 0 Page 2/3 FL# Model,Number or Name Description 16107.21 21 W8-16 DSIE-1F471: GD2SP, Double-skin Insulated EPS (exterior skin 27 ga. min.; interior GR2SP,GD2LP,GR2LP,AR2SP, skin 27 ga. min.) Double-Car(97"to 16'2"wide)WINDCODE® AR2LP,ED2SP,ED2LP,4302,HDGC, WS Garage Door with Optional Impact-Resistant Lites 6202, MFC68,4305, HDGR,6205, SFR68,MFR68 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 RSO II 104786-Rev04-signed.pdf 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 or FL16107 RSO AE CBPC 130214-A.pdf doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No resistant(large missile impact). 16107.22 22 W6-09 DSIE-1F171:4400,4401, Double-skin Insulated EPS(exterior skin 27 ga. min.; interior 4301,4300,4301,4310, HDG, skin 27 ga. min.)Single-Car(up to 9'0"wide)WINDCODEO W6 HDGL, HDGF,66,66G,67, 67G,68, Garage Door with Optional Impact-Resistant Lites SP200,SF200,SE200, 6200, 6201, 6203 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 R10 II 101526-A-Rev20 signed. df Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant:Yes Created by Independent Third Party: No Design Pressure: +38 PSF/-44 PSF Evaluation Reports Other: Max.Wind Speed (V ult): 170 MPH.Solid doors or FL16107 RIO AE CBPC 130214-A.pdf doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No resistant(large missile impact). 16107.23 23 W6-09 DSIE-1F171:4400,4401, Double-skin Insulated EPS (exterior skin 27 ga. min.; interior 4300,4301,4310, HDG,HDGL, skin 27 ga.min.)Single-Car(up to 9'0"wide)WINDCODEO W6 HDGF,66, 66G,67,67G,68,SP200, Garage Door SF200,SE200,6200,6201, 6203 Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 RIO II 101526-B-Rev20 signed 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: +38 PSF/-44 PSF Evaluation Reports Other:Doors with standard glazing meet the wind load FL16107 RSO AE CBPC 130214-A.pdf requirements of the building code but DO NOT meet the impact Created by Independent Third Party: No resistant requirement for windborne debris regions. 16107.24 24 W6-09 PAN-2F153: 84A,94,73, Steel Pan(min.25 ga.)Single-Car(up to 9'0"wide) 75, 1500, 190,4RST,4RSF,4F, WINDCODE®W6 Garage Door with Optional Impact-Resistant 6RST, 6RSF,48,42,55,48B,42B, Lites 555,GDSS,GDSSV,GRSS,GRSSV, ARSS,ARSSV, EDSS,EDSSV Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 RIO II 101348-A-Revl7-signed. df Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant:Yes Created by Independent Third Party: No Design Pressure: +38 PSF/-44 PSF Evaluation Reports Other: Max.Wind Speed(V_ult): 170 MPH.Solid doors or FL16107 RIO AE CBPC 130214-A.pdf Created by Independent Third Party: No https:/Iwww.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXhIO9aYpgetu2%2f5n8XnBD2%2fvo8Jcu[DX01V°/a2fA°/a3d°/a3d 2/5 4 3 2 1 'CLASSIC'RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE'RAISED PANEL EMBOSS D00RS SHEET+ REVISIONS MODELS 24 GA 25 cA 25 GA MODELS 25 GA 25 GA 1 OF 4 REV. N0. ZONE: DATE: ECN N0. APPVD: DESCRIPTION CLOPAY 84A,94 73,75PLEINGPANEL CLOPAY GD5S,GR5S -- 17 - 2/11/13 - SH REVISED FOR NEW LOADS. IDEAL 4RST,4 .1 6RST 'GALLERY' HOL14ES 48,488 42,42B HOLMES ARSS SHORT PANEL 'ARTISTRY' IDEAL ED5S D •-MODEL 4F IS FLUSH 'CARRIAGE HOUSE' SHORT PANEL LONG PANEL SHORT PANEL/FLUSH MODELS: (1) INTERMEDIATE STILE BETWEEN EACH D EMBOSS [(3) STILES PER SECTION AT 9'0' WIDE]. EACH INTERM. STILE OPTIONAL GLAZING MAY BE ATTACHED WITH TOG-L-LOC (TOP & BOTTOM) AND URETHANE ADHESIVE STANDARD OR IMPACT RESISTANT (ALONG CENTER). GLAZING. SEE SECTION B-B ON LONG PANEL MODELS: (3) TOTAL STILES PER SECTION. (1) STANDARD SHEET 2 FOR DETAILS. INTERMEDIATE STILE BETWEEN EACH EMBOSS. EACH STANDARD IUIERM. MAX. STANDARD SIZE IS STILE ATTACHED WITH TOG-L-LOC (TOP & BOTTOM) AND URETHANE 79-1/2"x16". IMPACT RESISTANT ADHESIVE (ALONG CENTER). EXTRA INTERM. STILES (1) PER LONG PANEL _ DOOR HEIGHT D OF 8 OF U-BARS GLAZING IS 21-5/8"x1,4-1/8". PER SECTION, FIELD-INSTALLED WITH (4) #8 SMS (PER STILE). SECTIONS MAX DLO SIZE IS 18-1/2"xII% UP TO 7'0' 4 6 A END STILES ATTACHED TO DOOR 7.3' TO 8'9' 5 B SKIN WITH PATENTED TOG-L-LOC 9'0' TO 10.6' 6 9 SYSTEM (TOP, BOTTOM, & CENTER). 10'9' TO I2'3' 7 II a yt x 7r 12'6' TO 14'0' B 12 SEE END HINGE C N VIEW B. 14'3' TO 15'9' 9 14 C 16'0' 10 15 c 0 MAX SECTION HEIGHT, 21' a SEE INTERMED. HINGE o VIEW C. SLIDE BOLT LOCK ENGAGES INTO END D 141A STILE. VERTICAL TRACK. ONE LOCK ON EACH SIDE OF wo THIS DOOR MEETS OR EXCEEDS THE DESIGN LOADS FOR THE DOOR. ULTIMATE HIND SPEEDS LISTED BELOW ACCORDING TO THE FLORIDA t- BUILDING CODE OR THE INTERNATIONAL BUILDING CODE(BASED ON pv a TWO POINT LOCKING INSIDE SLIDE BOLT ASCE7-10)FOR THE FOLLOWING CONDITIONS: 1)ENCLOSED ow INTO TRACK BUILDING.21 DOOR WAS 2'OF WIDTH IN BUILDING'S END ZONE,3) �= SNAP LATCH ENGAGES LOCK OPTION. ANY ROOF SLOPE.AND 4)TESTING IN ACCORDANCE WITH K� ONTO VERTICAL TRACK. END ANSI/OASMA 108.SITE-SPECIFIC CALCULATIONS BY A OUALIFIED ONE SNAP LATCH ON STILE. DESIGN PROFESSIONAL MAY DIFFER. --- -- EACH SIDE OF DOOR, p BULTIMATE WIND SPEED(MPH) 755 160 170 180 195 OUTSIDE B --- -- EXPOSURE - HANDLE. LOCK BAR B.C,D R.C.D B,C B,C B A OUTSIDE ENGAGES IN CATEGORY OPTIONAL OUTSIDE KEYED LOCATION OF LOCK POSITION OPTIONAL VENT KEYED-�� END TRACK ON MEAN ROOF HEIGHT 25' 15' 25' ]5' 30' HANDLE. 1 STILE. EACH SIDE MAX. DOOR WIDTH = 9'-0" f OF DOOR. INSIDE ELEVATION INSIDE HANDLE 'CLASSIC' SHORT RAISED-PANEL SHOWN, LONG 'CLASSIC' OUTSIDE KEYED LOCK WITH OUTSIDE KEYED LOCK WITH AND SHORT 'CARRIAGE HOUSE' ARE ALSO APPROVED. SNAP LATCH LOCK OPTION. LOCK BAR LOCKING. 0,00 T HAA114T�,4 NO 63 6 �14z5/8" SHEET MANUFACTURING PRODUCT CODE * //gg,// #. METAL SCREWSSHORT PANEL: PAN-21`153 LONG PANEL: PAN-21`156 DESIGN LOADS: +38.0 P.S.F. & -44.0 P.S.F. TEST LOADS: +570 P.S.F. & -66.0 P.S.F. PART NO.: tJ/A p1 ��' STATEf OF :JCJ� 4"x3/4" SELF Unless Stated Otherr�ee 8585 Duke Boulevard VINDLOAD RATINGA FcP � 9�'_TAPPINGSCREWS o TOLERANCES,,, ClopaytAown,ON45040USh 7L N513-770-4600W6 DP38 % .0000 0 3.005 DESCRIPTION: CLASSIC N.513-770-4853 CH 7 RPB STEEL PAN SC +38/-44 PSF 14 GA. END HINGES 18 GA, INTERMEDIATE HINGE .0000 t.00i DRAWN BY: MW DATE: 3/15/95 SCALE: NTS W. DESIGN ENGINEER, VIEW "B VIEW ' ' Degrees = t1/2* CHECKED BY: -- DATE: -- SHEET I OF 4SIZE SCOTT HAMILTON, P.E. Unless Staled Otnerwlse FLORIDA LICENSE No. 63286 DIMENSIONS ARE IN INCHES.DWG. NO.: 101348 - A/B VER: IBC Oa OOM�� /APPROVAL ti074 2 FLOMLf- 4 3 2 1 'CLASSIC'RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE'RAISED PANEL EMBOSS DOORS SHEET, REVISIONS MODELS 24 GA zs ca 25 ca MODELS 25 ca 25 GA 2 OF 4 REV. NO. ZONE: DATE: ECN NO. APPVD: DESCRIPTION CLOPAY 84 A.94 73,75 76 CLOPAY ILEAL 4RST,4Fr 6RST 2RST 'GALLERY' GDSS,GR55 -- 17 - - - - SEE REVISION HISTORY ON SHEET ONE. HOLHES 48,48B 42.429 -- HOLMES ARSS -- SHORT PANEL LONG PANEL 'ARTISTRY' x-D NOBEL 4F IS FLUSH IDEAL EDSS -- 'CARRIAGE HOUSE' SHORT PANEL I LONG PANEL D IMPACT—RESISTANT CONSTRUCTION: STANDARD ASSEMBLY CONSTRUCTION: SOLID DOORS (NO GLAZING) OR DOORS WITH OPTIO14AL IMPACT-RESISTANT GLAZING ARE OPTIONAL DSB OR 1/8"ACYRLIC LITES AVAILABLE. OPTIONAL ACRYLIC GLAZING IS IMPACT-RESISTANT. OPTIONAL INJECTION-MOLDED POLYCARBONATE FRONT FRAME AND PLASKOLITE OPTIX OR LUCITE CP APPROVED CC2 PLASTIC IN ACCORDANCE WITH IBC/FBC GLAZING IS GE LEXAN SLX2432T, AN APPROVED CC2 PLASTIC IN ACCORDANCE WITH 2606. IBC/FBC 2605 AND AN APPROVED CI PLASTIC IN ACCORDANCE WITH FBC 2612. THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE WIND LOAD REOUIREMENTS OF THE FLORIDA BUILDING CODE OR INTERNATIONAL BUILDING WIND LOAD REOUIREMENTS OF THE FLORIDA BUILDING CODE AND INTERNATIONAL BUILDING CODE BUT DOES NOT MEET THE IMPACT RESISTANT REQUIREMENT FOR WINDBORNE DEBRIS CODE AND IS LARGE- AND SMALL-MISSILE IMPACT RESISTANT. REGIONS (REF. CHAPTER 16 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 DETAIL. IMPACT-RESISTANT FRAME. us OPTIONAL OECORATNE 225 MULTIPURPOSE HIGH BOND TAPE SNAP-IN INSERT. (BETWEEN FRAME AND FACADE). 1 DECORATNE FRONT FACADE. i� 7 GLAZING o.tes� MOLDED INSIDE STRUCTURAL SILICONE SEALANT LITE RETAINER. n (BEIIYEEH STEEL SKIN AND FRAME). fax3/4- PAN HEAD SCREW (10 SCREWS PER LITE)_ IMPACT RESISTANT ONE-PIECE INJECTION POLYSTYRENE RETAINER FASTENED TO FRAME WITH MOLDED GE LEXAN (10) #8 x3/4'PAN HEAD MACHINE B SCREWS.SLX2432T FRONT B FRAME&GLAZING. IMPACT-RESISTANT ASSEMBLY DETAILS STANDARD ASSEMBLY DETAILS DRAWING 101348-A DRAWING 101348-13 ����•a�c HaM��r`''�. *.:• NO 63 •�.* MANUFACTURING PRODUCT CODE SHORT PANEL: PAN-2F153 LONG PANEL: PAN-2F156 DESIGN LOADS: +38.0 P.S.F. & -44.0 P.S.F. �' L1 Yr:�� 7 ST LOADS- +57.0 P.S.F. & -66.0 P.S.F. PART NO.: N/A A A O� STA E F :��� Unless Stoted Otte wlae - 8595 Duke Boulevard tWiNDLOAD RATING Mason 513--170-480D 1 45040 USA W 6 D P 3 8 ..... TOLERDANCE�'re ,�1 d,0p3y To.1G. n 513 040 USA i A 053 .00 = i:.015 DESCRIPTION: CLASSIC AND CH RP STEEL PAN SC +38/-44 PSF DESIGN ENGINEER- .000= t.005 001 ..000 *.001 DRAWN BY; MI'I DATE: 3/15/95 SCALE: NIS DW`G.R Degrees = t1/Z' CHECKED BY: -- DATE: -- SHEET 2 OF 4 SIZE IJ SCOTT HAMILTON, P.E. Unless Staled Olxerw.se FLORIDA LICENSE No. 63286 DIMENSIONS ARE IN INCHES.OWG. NO.: 101348 - A/B VER: IBC 4 3 2 FLOMMANd p ODD MC T AAWPHDVAL 16107 4 3 2 1 'CLASSIC'RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE'RAISED PANEL EMBOSS DOORS SHEET, REVISIONS MODELS 24 GA 1 25 GA 1 25 GA MODELS 25 GA 25 GA 3 OF 4 REV. NO. ZONE: DATE: ECN NO. APPVD: DESCRIPTION CLOPAY 84 A,94 73,75 76 CLOPAY IDEAL 4RST.4Fx 6RST ZRST 'GALLERY' GD5S,GRSS -- 17 - - - - SEE REVISION HISTORY ON SHEET ONE. HOLMES I 4B. 48B 42,:2B -- HOLMES ARSS -- SHORT PANEL LONG PANEL 'ARTISTRY' IDEAL E05S3"TALL U-BAR A. GALV. STEEL D r- MODEL 4F IS FLUSH 'CARRIAGE HOUSE' SHORT PANEL LONG PANEL "{ r 2"THICK MIN CYEILD STRENGTH: 50 KSI D I 3" r VERTICAL JAMB ATTACHMENT (WOOD FRAME BUILDINGS) 1-7/8- : T 3/8"x3" LAG SCREWS ON 24"CENTERS. 1-1/8" O.D. WASHER REQUIRED. LAG SCREWS MAY I BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 12 GA. GALV. STEEL TOP VERTICAL JAMB ATTACHMENT (C-90 BLOCK OR 2.000 PSI MIN. CONCRETE COLUMN): ROLLER BRACKET. EACH 3/8"x3" SLEEVE ANCHOR BOLTS ON 22" CENTERS (2,000 PSI MIN. CONCRETE). WASHERS BRACKET ATTACHED 111/(4) INCLUDED WITH SLEEVE ANCHORS. #145/8' SHEET METAL OR SCREWS. 1/4"x3" TAPCON SCREWS ON 19" CENTERS (2,000 PSI MIN. CONCRETE) OR 10" CENTERS 25 GA. MIN. G-40 GALV. SHIP LAP JOINTS. (C-90 BLOCK). 1" O.D. WASHERS REQUIRED WITH TAPCONS. STEEL SKIN WITH A ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING BAKED ON PRIMER AND SURFACE. HORIZONTAL JAMBS DO NOi TRANSFER LOAD. A BAKED-ON POLYESTERq,o C TOP COAT APPLIED TO 1 14 GA. GALV: STEEL.END HINGE C OTHER JAMB CONFIGURATIONS: REFER TO DASMA TDS-161, A LICENSED DESIGN BOTH SIDES OF STEEL FASTENED TO END STILES W/(4) EACH PROFESSIONAL MAY ALSO 8E EMPLOYED TO APPROVE ALTERNATE FASTENERS AND/OR JAMB SKIN. #14x5/8" SHEET METAL SCREWS & (4) CONFIGURATIONS. 1/4' SELF TAPPING SCREWS. O PREPARATION OF JAMBS BY OTHERS NOTE THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND `- 3" TALL x 20 GA. GALV. STEEL U-BARS IN ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING. IN A 2-1-2-1 PATTERN (I.E. TWO U-BARS ON BOTTOM SECTION, ONE U-BAR ON NEXT SECTION, ETC.). EACH U-BAR ATTACHED WITH (2) 1/4"x3/4" SELF TAPPING SCREWS PER STILE LOCATION. B B 13 GA. GALV. STEEL BOTTOM BRACKET. ATTACHED WITH (2) #14x5/8" SHEET METAL SCREWS TALUMINUM EXTRUSION &VINYL WEATHERSTRIP. `,��G��I• o,��� SECTION A-A (SIDE VIEW) *.' YTAE' *% SHORT CPANEL: PANTURING -21`153 UCT DE DESIGN LOADS: +38.0 P.S.F. & -44.0 P.S.F. LONG PANEL PAN-21`156 /r ;0: TEST LOADS: +57.0 PS.F. & -66.0 P.S F PART NO.: N/A F .4U. Unless Stated Other+se =tm pay 585 Duke Boulevord VINDLOAD RATING A. �y�ri'•,� ��� TOLERANCES we Tool.No.513"770-4800 1•I ,o-, • O R 1�=G,�`�` .0 *.031 BoTflg Plows Oa-Tw.7 Fl.ho.513-770-4853 4V 6 D P 3 8 AiEi.�`� a00 = 3.0 5 DESCRIPTION: CLASSIC AND CH RP STEEL PAN SC +38/-44 PSF DESIGN ENGINEER: oegreo9� ii�z DRAWN BY: MIN DATE: 3/15/95 SCALE: NTS DWG.R SCOTT HAMILTON, P.E. unless stated otnc 1/2 CHECKED BY: -- DATE: -- SHEET 3 OF a SIZE .LJ FLORIDA LICENSE No. 63286 DelENSIONS ARE IN INCHES. DWG. NO.: 101346 - A/8 VER: IBC 4 3 2 FLS OORMA PrIFInODUCT APPROVAL 16107 4 3 2 1 'CLASSIC'RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE'RAISED PANEL EMBOSS DOORS SHEET, REVISIONS MODELS 1 24 GA I 25 Ga 1 25 GA MODELS 25 GA 25 GA 4 OF 4 REV. N0. ZONE: GATE: ECN NO. APPVD: DESCRIPTION CLO 84A,94 73, 75 76 CLOPAY GOSS,GR5S -- 17 - - - - SEE REVISION HISTORY ON SHEET ONE. IDEAL 4RST,4Fx 6RST 2RST 'GALLERY' HOLMES 48,4BB 42. 42H -- HOLMES ARSS -- SHORT PANEL LONG PANEL 'ARTISTRY' IDEAL EDSS D D • - MODEL 4F IS FLUSH 'CARRIAGE HOUSE' SHORT PANEL LONG PAFIEL 2"TRACK CONFIGURATION. DOOR COUNTERBALANCE SYSTEM JAMB CONFIGURATION, HORIZONTAL TRACK :i-F 13 CA GALV.STEEL FLAG BRACKET ATTACHED TO DOOR SUPPORT BY DOOR JAMB 4fITH (3)5/16"% 1-5/8"TAG SCREWS HEIGHT "L" INSTALLER(TO SUIT). AND TO TRACK Vil (2) 1/4"RIVETS. 6'-6" 7 IF OTE:TRACK LONFIGURATION � 7'-0" 2.6 SYP HOOD JAMB.SEE OPTIONAL STOP MOULDING BY INSTALLER(TO SUR). 7- ' "JAMB PREPARATION NOTE". A80Vc THE DOOR OPENING DOES i AS ROD:SPACING NTE JO"O.C. 8._O" .,-)4rr?EY�'(j ?"3 rib GA GALV.STEEL END SOLE. N07 AFFECT THE WIND LOAD / RATING OF THIS DOOR. 0 8-6" 4" oo- o 62"t4" 2"CALV.STEEL TRACK, -0 1 TRACK THICKNESS: O.BB]". 9'-6"106" 2-1/2"X 12 CA GALV. STEEL u 10'-0"17 TRACK BRACKETS FASTENED TO h 10'-6-118" WOOD JAMBS WITH 5/6"X 1-5/8' 7/16"I.D. ROUNDi8 CA.GALV.STEEL CENTER HINGE "L. 11'-0- LAG SCREWS. PUSH NUT FASTENED TO INTER. STILES W/(4)EACH sW-6"130- FASTENER. §14x5/8`SHEET METAL SCREWS. 3642' TYP. 2-1/2-X 12 CA GALV. 1 -0"136" C z STEEL TRACK BRACKETS, -6"14 " 14 GA.GALV.STEEL ROLLER HINGES FASTENED TO END STILES 1V/(4)EACH§14x5/8" C w ATTACHED TO JAMB VRTH(I) -O"148- SHEET METAL SCREWS AND(2) 1/4"SELF TAPPING SCREWS PER END HINGE. ao 5/16`X 1-5/8"LAG SCREWPER - 2'GALV.STEEL TRACK FASTENED TO TRACK BRACKET. 4'-0" 12 GA GALV STEEL TRACK BRACKETS 14-6 Lr2jr 1-11TH EITHER(2) 1/4"DIA.RIVETS OR 2"OIIL 7-1/2`LONG STEM. 10 BALL STEEL ROLLER WITH STEEL OR NYLON TIRE. 10` 5'-0" (I) 1/4`X 5/8"BOLT&NUT PER 15-6 178" TRACK BRACKET. SECTION C-C PREPARATION OF JAMBS BY OTHERS. LHR BRACKET(2-1/2"x 5-3/4`x 12GA) ATTACHED WITH(2) 1/4-r 3/4"SELF TAPPING f;0OLIBLC 3- TRACK IS ALSO AVAILABLE. DOUBLE TRACK LOLOWHEADRO01.1 OPTION HORIZONTAL TRA B B 1-T HAM/4 �'��OElJ 4'0 14o S ' NO 6 /'. MANUFACTURING PRODUCT CODE •*:• �! lk SHORT PANEL: PAN-2FI53 DESIGN LOADS: +38.0 P.S.F. & -44.0 P.S.F. LONG PANEL: PAN-2F156 'y LS �� :�• T ST LOADS: +57.0 PS.F. & -66.0 P.S.F. PART NO.: N/A p A :9 S STA E F !ICT Unks>,Staled Otne h. 8585 Duke Boulemrd V]NDLOAD RATING A TOLERANCES a, � Ninpay TeLwc.5i3450440USA 1,' i�Fs""' R 1 • G��� .0= 3.031 Bm16aq Pratods Cos;" To.No.513-T7D-4853 '/Y 6 D P 3 8 t% .00 3.015 DESCRIPTION: CLASSIC AND CH RP STEEL PAN SC +38/-44 PSF .000= 3.005 DESIGN ENGINEER: .0000= 3.001 DRAWN BY: MY! DATE:3/15/95 SCALE: NTS MG.R Degrees= 31/2' CHECKED BY: -- DATE: -- SHEET 4 OF 4 SIZE 1J SCOTT HAMILTON, P.E. unless Sorted o1ns.+Ise FLORIDA LICENSE No. 63286 omiEtisioNs mE:N wCHEs.DSaG. NO.: 101348 - A/8 VER: IBC 4 3 2 FLOO RODD A°- PRODUCT DD UC T �1°,G°PROVAL 16107 February 14, 2013 (Revised 8/10/17) Evaluation Report for Clopay Building Products Company Sectional Garage Doors, W6 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 independent 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. Component testing was conducted by HETI and ETC. For the doors listed in Tables 1 through 5, Static Pressure Tests were conducted in accordance with TAS 202-1994, ASTM-E330-2002 and ANSI/DASMA 1082005. 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 door designs listed below in Tables 1 through 5 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). TABLE 1: Drawings for doors with Manufacturing Product Code (MPC) PAN-2F_153." 1.01.348-A-Rev17, max. door size 910"" x 1610"; +38/-44 PSF (design load) TABLE 2: Drawings for doors with M n"ufacturina Product Code (MPC) PAN-2F156;_ 101348-A-Rev17, max. door size 9'0" x 16101f; +38/-44 PSF (design load) TABLE 3: Drawings for doors with Manufacturing Product Code (MPC)._12g -_iE F171: 101526-A-Rev2O, max. door size 910"" x 1610"; +38/-44 PSF (design load) TABLE 4: DCawi_t1,a rs with Manufacturin4_eMduct Code (MPQ DSIU-1F171: 104778-Rev03, max. door size 16'2" x 1.6'0"; +46/-52 PSF (design load) TABLE 5: Drawings for doors with Manufacturing Product Code (MPC) DSIE-iF471: 104785-A-Rev03, max. door size 16'2" x 1610"; +38/-42 PSF (design load) 104786-Rev04, max. door size 1612" x 1610"; +46/-52 PSF (design load) For the doors in Tables 6 through 9, 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 door designs listed below in Tables 6 through 9 are in compliance with these test requirements of the Florida Building Code. T BL 6• Dr . s o doors with Ma ufacturi P 4 4ictC),Code (MPPAN-2F153: 101348-B-Rev17, max. door size 9'0"" x 16 0"; +38/-44 PSF (design load) PAGE 1 OF 3 FILE: CBPC_130214-A.3 EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS,W6^W8 TABLE 7! Drawings for doors with Manufacturing Product Code C) PAN-2F156: 7.01348-B-Revl7, max. door size 9'0"" x 16'0"; +38/-44 PSF (design load) TABLE 8' Drawings for doors with Manufacturing Product Code (MPC) DSIE-1F171� 101526-B-Rev20, max. door size 9'0"" x 16'0"; +38/-44 PSF (design load) TABLE 9Drawinas for doors with Manufacturing Pr do Code MPC) DSIE-1F471: 104785-8-Rev03, max. door size 16'2" x 7.6'0"; +38/_42 'PSF (design load) Test Reports: ATI.-0107,01-13 (2/20/13), ATL-1206,01-12 (1/23/13), ATL-0801,01-12 (8/15/12), ATL-0827,01-12 (10/9/12), ATL-0115,07.-13R (3/18/13), ATL-0117,01-13R (3/18/13). These reports document compliance with the TAS testing standards and are signed and sealed by David Johnson, FL PE 61915. Product Description for doors with MPC PAN-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. 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, 486, 42, 42B, 55, 55S, GD5S, GD5SV, CRSS, GR5SV, AR5S, AR5SV, ED5S, ED5SV. Not all models may be shown on a given drawing. Product Description for doors 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 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 (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: 76, 76V, 2RST. Not all models may be'shown on a given drawing. Product Description for doors with MPC DSIE-7.F171: These doors consist of 2" double-skin Insulated sections with an EPS core laminated to both skins. Both Inner and outer skins are min. 27 ga. (0.016") 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: 4300, 4301, 4310, HDG, HDGL, HDGF, 66, 66G, 67, 67G, 68, 6200, 6201, 6203, SP200, SF200, SE200. Not all models may be shown on a given drawing. Product Description for doors with MPC DSIU-iF171:. 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. (0.01611) 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: HDP20, HDPF20, HDPL20, 7200, PAGe 2 OF 3 FILE:CBPC_130214-A.3 I • i 5VALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY$EcTiONAL GARAGi;DOORS,w6-w8 7201, 7203, 8200, 8201, 8203, 9200, 9201, 9203. Not all models may be shown on a given drawing. Product Description for dopM w-1ilh M PC, DS�E-1F47I These doors consist of 2" double-skin insulated sections with an EPS core laminated to 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: GD2SP, GR2SP, GD2LP, GR2LP, AR2SP, AR2LP, ED2SP, ED2LP, 4302, HDGC, 6202, MFC68, 4305, HDGR, MFR68, 6205, SFR68. Not all models may be shown on a given drawing. jmjact Resistant Glazing (Molded): 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 FBC-B 2612. Approval based on review of the following tests: HETI-06-AO02 ASTM G155; HETI-06-T566 ASTM D638 (before); HETI-06-T634 ASTM D638 (after); ETC-06-1024-17496,0 ASTM D2843, ASTM D635, ASTM D1929. Impact Resistant Glazing (Aluminum): 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 FBC-B 2612. Approved polycarbonate materials are Sabic IP Lexan 9034 (versions also approved: MR10, 9030, 90318, 90316, 90317, 90311, 90314, 90355) and Bayer Makrolon 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., 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. 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 and must be as shown on the drawing(s) listed above. The manufacturer's licensed design professional listed on the drawing(s) has reviewed the attachment details and installation requirements, Signature: ��o� HAllq/11111111111'�.,i, ♦♦ ENSF:Q2''. Scott Hamilton, P. E. No 6 26 M Florida P. E. No. 63286 ' Date: 61/ea/17 STATE OF + ice,,t��•.,0 I�`.•,.�'��♦♦♦ PAGE 3 OF 3 ���., �ONA� 'N�% FILE: CBPC_130214-A.3