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WS-17-1493 149 Miami Shores Village ,:r, 10050 N.E.2nd Avenue NE 10*Cw"� *,o rt n Garag Door Miami Shores,FL 33138-0000 � �Ae Phone: (305)795-2204 Pew�w--A PROVED I Date: 21 Expiration: 12103/2017 Project Address Parcel Number Applicant 557 NE 92 Street 1132060141160 Miami Shores, FL 33138- Block: Lot: DAISY SOTO Owner Information Address Phone Cell DAISY SOTO 557 NE 92 Street MIAMI SHORES FL 33138-3156 Contractor(s) Phone Cell Phone Valuation: $ 4,516.00 ADCO OVERHEAD GARAGE DOOR IN (305)885-8836 Total Sq Feet: 128 Type of Work:REPLACE TWO OLD CODE GARAGE DOORS T Available Inspections: No of Openings:2 Inspection Type: Additional Info:REPLACE TWO OLD CODE GARAGE DOORS T Final Classification:Residential Review Building Scanning:3 Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $3.00 Invoice# WS-6-17-64222 DBPR Fee $2.00 DCA Fee $2.00 06!06/2017 Credit Card $50.00 $91.00 Education Surcharge $1.00 06/06/2017 Credit Card $91.00 $0.00 Permit Fee $120.00 Scanning Fee $9.00 Technology Fee $4.00 Total: $141.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVI I rtify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zon' g. F he I au ori the bove-named contractor to do the work stated. June 06, 2017 Authorize Signature:Owner / Arrplicant / Contractor / Agent Date Building Department Copy June 06,2017 1 Miami Shores Village JUN Q6 2017 Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 4 INSPECTION LINE PHONE NUMBER:(305)762-4949 2011-FBC 20� BUILDING Master Permit No. s ki — I �q 3 PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION [—]RENEWAL ❑PLUMBING ❑ MECHANICAL [::]PUBLICWORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP _ CONTRACTOR DRAWINGS JOB ADDRESS: ° City: Miami Shores County: Miami Dade Zip: L Folio/Parcel#: '� ' l 0 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE`� •F�F/E: OWNER:Name(Fee T( Simple tlpholder): t 'S Phone#: / �' ` s� 999-3 Address: pp �/'S !5(-7 S 15(t/ 0 AJ(1 � me"O City: /"l l A M 1 S 0(LV"S State: `I' Zip: Tenant/Lessee Name: Phone#: Email: �A /� ,/®� /,, ��,p p� CONTRACTOR:Company Name: Y �� 000?OeM) 6A446 �l��hone#: 3cy—, �J e Address: 715' / S-Tn 00- City: i f"4 / '7�, State: � Zip: ✓�I KD Qualifier Name: 6 , � r" Phone#: [��`� State Certification or Registration#: Certificate of Competency#: ®� J ®® 9 DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: � r Value of Work for this Permit:$ 0 6 Square/Linear Foot a of Work: Type of Work: ❑ Addition El Alteration ElNew Repair/Replace ❑ Demolition Description of Work: 1106 A Cco- -"Luo ®L (0 A-y (9e S ®6� LA_'�,S -FUPA CT tgmt P P lie �(D l " +eotz5 06A205 Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ 2 DBPR$ C. Notary$ Technology Fee$ 4 Training/Education Tee$ I Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip 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 laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "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 AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property-is subject-to-attachment. Also,o-certified ropy ofthe-recardud notice of commencement-roust-i-e pasted at fhe Job-site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted tice, the inspection will not be a roved and a reinspection fee will be charged. Signature Signat 0 ER or AGENT CONTRACTOR Th Wd ginstrument was acknowledged befor a this Thefore ing instrum t was acknowledged before me this ay of ,'` �T 20 1 by / �/ — ay of n 7 20aol by V PdJwho is personally known to PWIWTV 7 f�20ho is personally known to me or who has produced as me or who has produced as identification and who did take an oath. 63 identification and who did take an oath. o- NOTARY PUBLIC: NOTARY PUBLIC: Si Sign: 7l,�� I-)e- L &fT Print: Print Seal: HUMBERTOFERNMEZ Seal: SWP'& * MY COMMISSION 6 FF 181841 MARIE DE LA PAZ Q EXPIRES:December 7,201e M'COMMISSION 000011435 >_,Roa`O Bonded Thru 84et Notary Sentas � ' EV&N:Aup d 1,20p APPROVED BY t� Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) t ' N 8 h I-Story house, 12 Ft. max. main. roof N < LU � a o N VJS17--- 14�; or a a c � Y . i l Lg �- rag u Q 2 a m ;^ h , .. ... . . . . . .. .. ... .. 000 . . .. 0 000 . 000 000 Goo o � . . . . . ... . . 0.0 ... :0 0. 6666 M IAM i•L D : h11AMI DMSA LbUNW••••:• PRODT3tF e0NTROL•SE•GTION •. M51 W 26 Street;Ro8m 208:0000: DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) *6%1ia�t�3,Florida 33175-247 ...... BOARD AND CODE ADMINISTRATION DIVISION T(786)31 =25$0 F 0786 j31.5 2599• • 6666 .. . 6666. NOTICE OF ACCEPTANCE (NOA) v_minmidxde.eov%eommy . ... 6..• •.6.• Clopay Building Products Company to-goo 0..0 ; 666960 8585 Duke Boulevard •••••• 0 0• Mason,OH 45040 0 0 0.0 0 0 0000.. SCOPE:This NOA is being issued under the applicable rules and regulations governing theSxse otconstruCtion :0060: materials.The documentation submitted has been reviewed and accepted by Miami-Dade County M Pra %Control • • Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AUJ). This NOA shall not be valid after the expiration date stated below.The Miami--Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Canyon Ridge/Coachman 2"Insulated W8 DP54 Steel Sectional Garage Door up to 91-111 Wide w/Optional Impact Resistant Lites APPROVAL DOCUMENT:Drawing No.104949,titled"Canyon Ridge/Coachman Intellicore W8 Single Car", sheets 1 through 3 of 3,dated 05/05/2015,with revision 01 dated 05/08/2015,prepared by Clopay Building Products Company,signed and sealed by Mark Westerfield,P.E.,bearing the Miami-Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Section. MSSILE IMPACT RATING: Lame and Small Missile Impact Resistant LABELING:A permanent label with the manufacturer's name or logo,manufacturing address,model number,the positive and negative design pressure rating,indicate impact rated if applicable,installation instruction drawing reference number,approval number(NOA),the applicable test standards,and the statement reading`Miami Dade County Product Control Approved'is to be located on the door's side track,bottom angle,or inner surface of a panel. RENEWAL of this NOA shall be considered after a renewal application has been filed and them has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. LIMITATION:This approval requires the manufacturer to do testing of all coils used to fabricate door panels.A minimum of 2 specimens shall be cut from each coil and tensile tested according to ASTM E-8 by a Miami-Dade County approved laboratory.Every 3 months,the manufacturer shall mail to this office a copy of the tested reports. Only coils with average yield strength of 30,000 psi or more shall be used to make door panels for Miami-Made County under this Notice of Acceptance. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1.and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M,Utrern,P.E. - NOA No I5-0519.02 MIAMI•DADECOUtJT1 Expiration Date: July 16,2020 Approval Date: July 16,2015 Page 1 Clottav Building Products Comnauv Soso 00 . . Goes sees.. 00 a Go*G 0 NOTICE OF ACCEPTANCE: EVIDENCE SUBIYII�('')L b� •• e'a e' Gee..: e::o 0000 0 0 0 : 0 SSSS SSSS SSSS. SSSS.. SSSS SSSS. e s 0 0 A. DRAWINGS 00 e0 e0 s .eeee 1. Drawing No. 104949,titled"Canyon Midge/Coachman Intelli *G VIn Single tar', e sheets 1 through 3 of 3,dated 05/05/2015,with revision 01 dated 05/08/2015;0:e prepared by Clopay Building Products Company,signed and sealed Sy Mark. . Westerfield,P.E. B. TESTS 1. Addendum letter to Test Report No.ATLNC 0723.01-14,prepared by American Test Lab,Inc.,dated 05/06/2015,signed and sealed by David W.Johnson,P.E. 2. Test reports on 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 4)Forced Entry Test,per FBC,TAS 202-94 5)Tensile Test per ASTM E8 along with marked-up drawings and installation diagram of 9'0"x 8',27ga steel garage door Coachman Model COUI 1W8 with Polycarbonate windows,prepared by American Test Lab,Inc.,Test Report No.ATLNC 0723.01-14,dated 08/04/2014, signed and sealed by David W.Johnson,P.E. 3. Test reports on 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 4)Forced Entry Test,per FBC,TAS 202-94 5)Tensile Test per ASTM E8 along with marked-up drawings and installation diagram of 16'T x 8',27ga steel garage door Model GD2LPW8 with MAK SL and/or MAK 15 windows,prepared by American Test Lab,Inc.,Test Report No.ATLNC 1105-01-13,dated 01/14/2014, signed and sealed by David W.Johnson,P.E. 4. Test report on Salt Spray per ASTM B 117 of painted G40 galvanized painted and G90 panels,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.7890,dated 10/01/2014,signed by Idalmis Ortega,P.E. C. CALCULATIONS 1. Jamb anchor calculations prepared by Clopay Building Products Company,dated 05/08/2015,signed and sealed by Mark Westerfield,P.E. ' i - -Carlos hL Utrera,P.E. Product Control Examiner NOA No 15-0519.02 Expiration Date: July 16,2020 Approval Date: July 16,2015 E-1 Clonav Building Products Comnanv 0000 . . 0000 0000.. .. 0000 NOTICE OF ACCEPTANCE• EVIDENCE SUDIffiT o •' • :0,900:6.60 0000 0000 .0006. 0000 0000 0000. 0000.. 0000 0000. 6 0 D. QUALITY ASSURANCE •• •• •• • 00000 •• 1. Miami-Dade Department of Regulatory and Economic Resourd'es'(IMR) • . 0000.. . . 0000.. E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0717.01 issued to SABIC Innovative Plastics for their Lexan Polycarbonate Sheet Products, approved on 11/28/2013, expiring on 07/17/2018. 2. Notice of Acceptance No. 12-0605.05 issued to Bayer Material Science LLC(MA)for their Makrolon Polycarbonate Sheets, approved on 12/06/2012, expiring on 08/27/2017. 3. Test report on Surface Burning Characteristics of the polyurethane foam insulation per ASTM E84,prepared by QAI Laboratories,Test Report No.RJ2814-3,dated 10%14/2013,signed by Greg Banasky. 4. Test report on Ignition Temperature of Plastics of the polyurethane foam insulation per ASTM D1929,prepared by UL LLC,Test Report No.4786399941/85692,dated 05/20/2014,signed by James Smith. F. STATEMENTS 1. Statement letter of code conformance to 5►h edition(2014)FBC issued by Clopay Building Products Company,dated 05/11/2015,signed and sealed by Mark Westerfield,P.E. 2. Statement letter of no financial interest issued by Clopay Building Products Company, dated 05/11/2015,signed and sealed by Mark Westerfield,P.E. 07����prS Carlos K Utrera,P.E. Product Control Examiner NOA No 15-0519.02 Expiration Bate: July 16,2020 Approval hate: July 16,2015 E-2 4 3 2 1 CLOPAY CANYON RIDGE S178ES: OAN2nn-0.COACfWN SERF:CGUrA Mm; 94EETREVISIONS. HOMES GUNIMOR SERIES: GUQ?,XIL SETIIERS SERIES;S1INm 1 OF 3 1 REV. NO.1 ZONE:I DATE: I ECN NO.I APPVD: DESCRIPTION IDEAL CAMM HOUSE CUM MOD-LOOK SEIIIES' NM12en-M AFFMY SER0:5 Acum 1KIDEL DESIGNATION NATE 1: nn'REPRESEAR9 THE AIRA140EWENI OF THE DECORRIVE OVERLRM OD - 4/11/14 - SH INITIAL RELEASE. CoAcHum-Tym ODORS ARE 2-S/8-THOU Ot - 5/8/15 - MW UPDATED FOR MIAMI-DAVE APPLICATION MDDEi D[:SXxYADO71 NOTE 2: W REPRFSM Off TYPE OF CLA90310.W'W 6 W'PM OR TX:'THE DODO HAS EI M OAMM OR OVERUYS AND IS 2-1/Y MM OMML.ANY D OTHER VALUE FOR•IDP MMES DW THE ODOR HAS CLADOW0 AND OWNS ON TK 2'BASE DOUBLE-SKIN MSMATED DOOR AND IS 3'n=OVERN.4 D (1) 2'X 3' X 0.034' INTERNAL BACKER PLATE AT EACH HINGE LOCATION ATTACHED TO SIGN WITH (2)TOG-L-LOC CLINCHES. IMPACT-RESISTANT CONSTRUCTION: SOLID DOORS(NO GLAZING)OR DOORRO S WITH OPNAL IMPACT-RESISTANT GLAZING ARE --�A IMPACT-RESISTANT OPTIONAL IMPACT RESISTANT ASSEMBLY CONSISTS OF ALUMINUM OPTIONAL IMPACT RESISTANT GLAZING. MAXIMUM FRONT FRAME AND SASIC IP LEXAN 9034(VERSIONS ALSO APPROVED:MRIO,9030. GLAZING SIZE(DLO) IS 45'x 15'. SEE SECTION B-B 90318. 90316, 90.717.90311.903.14.90355) OR BAYER MAMMON CP(VERSIONS FOR DEMA.S. ALSO APPROVED:SI_AR, 15).APPROVED CCI PLASTICS IN ACCORDANCE HATH IBC/FBC JF f fA Ay tY IPS /-t� "8' GLAZING MAY BE INSTALLED IN TOP SECTION (SHOWN) 2606 AND APPROVED CI PLASTICS IN ACCORDANCE WITH FOC 2612. OR INTERMMI1TE SECTION (NOT SHOWN). THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE WIND LOAD REQUtIMIENTS OF THE FLORIDA BUILDING OWE AND INTERNATIONAL BUDANG CODE AND IS LARGE-ANO SMALL-MISSILE IMPACT RESISTANT. a i VIEW SECTION B-B (IMPACT-RESISTANT GLAZING OPTION) Ci a m _._______---- c I INTERIOR OF DOOR. C C EX TERIOR DOOR. C i DECORATIVE OVERLAY.-� INSULATED DDDR SECTI!K ND I�VTOO PONT TRACK (16) 1T8-18 x 1' - SILICONE ADHESIVE, SELF-7APPMG SCREWS. ( STT CELLULAR PVC RETAINER. � 3/4' GLAZING RITE (2) 08-18 x k' SELF-TAPPING L OUTSIDE ASA FRAME CAP. SCREWS, (1) MIDDLE OF TDP AND (1) MIDDLE OF THE BOTTOM OF HANDLE ELOCK 13ARNGAGES IN �' THICK POLYCARHCINATE FRAME. OPITONAO.OUTSIDE KEYED ---�A TRACK ON GLAZING. LOCK POSITION ALUMINUM FRAME, EACH SIDE MAX. DOOR WIDTH -9'-0' OF DOOR. B OUTSIDE KEYED LOC(Wm•I LOCK BAR LOCKING. IMPACT-RESISTANT GLAZING DETAILS 0 OF INTERN. N OF SLIDE BOLT I= SNAP LATCH ENGAGES DDDR WIDTH 1INGES/.R1INT �HEIGHT SECTI13NS I DF U-BARS ENGAGES INTO OTO VERTICAL TRACK. ONE SNAP LATCH ON 6'2' TO UP TO 6'0' 3 6 STILE EACH SIDE OF DOOR. 7'8• TD 9'0' 1 6.3' TO 8'0' 4 B ONE IQdC ON 813' ro 101011. S l0 EACH SIDE OF AOw9�Txo1p171�.i�ltA DOOR. PM14 10'3' ro 12.0' 6 12 dr f� 12'3' TO 14'0• 7 14 OUTSIDE END 14'3' TO 16'0' 8 16 INSIDE SLIDE BOLT KEYED•� STILE. LOL`K OPTION. HANDLE. LIKING PRODUCT CUBE ••,• MAX SECTION HEIGHTS P4' B� •• ••• • • • • dd INSIDE HANDLE • • • • • • • OACVOIAN,DS1lA1-IN479 b��O• nE KEYED LOCK WITH •• •• ••• : • •• R10GE. RID-IK479 • .z, ,���`'- SLA? LAM LocK oPnnN. DESIGN LOADS: +54.0 P.S.F. & 46Q.0•P'$•E• PART MO.: N/A p T TOLERANCES Clo ay Td 5L34 -770 stdw 0111,11.1. as DAD RATIYCi ~ R Fo,t Ita 61J W8 DP54 00 t.00S 000� t.00S DESC RIDGE/ WCORE W8 SINGLE CAR 0000 - i.Wl DRA BY-ASH • TE; 7 17/14 SC/LEi DWG.D DESIGN�yLCi o Oe0rce0. tt/2 CHOCKED �p • S/8 1 F 3 SIZE D MARK WESTER SIE P.E. ILf •'., Un4»Sbted Ods^ RNs ACE B+axHEs. NO.: 1%4949 • • • HEIR:RFD• 4 3 2 1 ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... • . 4 3 2 CIMPAY CANYON RIDGE SERIES, CA12ff_XX.COAMWA SMES:COUrM CA*m SHUT, REVISIONS HOLMES OLENMOOR SERIES: QMm-XX,SLIDERS BERES =km 2 OF 3 REV. N0.1 ZONE: DATE. ECN NO. APPVD: DESCRIPTION =LC�AW�W=CUSTOM WOOD-LOCK SERIES- MWL2m-XX.AFFINITY SERFS AWJM I _V 'mr REPRESEM THE ARRAMENIENT OF THE DECORUM OVERLAM Ol SEE REVISION HISTORY ON 94M ONE. COACHMAN-71M DOORS ARE 2-51V THICK. MODEL OE�u=u_ATn+,E MOTEAI; W REPRESENTS THE TWE OF CADDINO.W W IS W'PN' "CW OR"NC*THE DOOR HAS EITIM CLADDINO OR OVER MIS AND 6 2-1lr TIM Ova MJ-MY OTHER VALUE FOR'Mr 9=11IS THAT THE DOOR HAS CLADOINQ M OffiaAYS ON THE r MR DOUM-M INSULATED DOOR No ts r ll=CKRALL 2"THICK BASE DOOR OVERALL THICKNESS VARIES WITH MODEL SEE JAMB TO SUPPORTING STRUCTURE ATTACHMENT _07 NOTES WITH MODEL NUMBER LISTS. 1. ALL THE LOAD Wfaff tS TRANSFERRED 70 THE TRACK AND THEN FROM THE TRACK TO Syp THE 296 #2 OR BETTER)JAMBS.NO LOAD FROM THE DOOR IS TRANSFERRED TO THE HORIZONTAL(TOP)JAMB Z BCH VERrICAL JAMB SEES A MAXIMUM OEM LOAD OF+243 U3&-270 LEL PER LINEAR Z-FASIET(Eft FOOT OF AAMIL TYPE 3.ALL JUM FASTENERS W BE(BUT ARE KW REWIRED TO 60 COUNTERSUNK 70 PROM A 12 GAGE GALV STEEL TOP ROLLER FLUSH LOUNTM SURFACE. BRACKET. EACH BRACKET ATTACHED 4.A 1/3 STRESS INCREASE FOR WIND I=WAS USED IN THE CALMIATION OF ALLOWABLE J145/8' SHEET METAL LOADS FOR ANCHORS AND FASTENERS FOR STEEL,CONCRETE AND MOM 3"TALL 50 KSI U-BAR SCREWS F 20 GA. GALV, STEEL MAL O.C. 27 G& INTERIOR STEEL SKIN (DRAWING 3. QUALITY) WITH c-40 MIN.GALT.. PREPARATION OF JAMBS BY OTHERS L I BAKED-ON PRIMER AND A BAKED-ON L TME:THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SMALL 1-7/8- POLYESTER PANTED TOP COAT APPLIED BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE TO BOTH SIDES OF SREEL SKIN. 2X8 VERTICAL JAMB SMING OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING. 27 CA. (0.016- MIN.) EXTERIOR STEEL SKIN WITH G-40 MIN. GALT., BAKED-ON 14 ox GALT. STEEL ROLLER HINGE SEE SECTION C-C POLYESTER PAINTED TOP COAT APPLIED 7x6 JAMB TO SUPPORTING SIRLICTURE ATTACH TO BOTH SIDES OF STEEL SKIN. NOT TO BE USED FOR ATTACHMENT OF TRACK ANGLE TO 2X8 VERTICAL JAMBS OR SUPPORTING MAXIMUM GN-CENTER POLYURETHANE FOAM DISTANCE STEEL INSULATION (2.4# .... BETWEEN WASHERS 3"TALL x 20 GA. GAI.V. STEEL U-BAR. ONE AT THE TOP AND ONE AT THE BOTTOM OF EACH fLnTNn_Typr FASTENER TYPE FASTERMs REMURED HOILLOV CMU BLOCK WALL ... SECTION.ATTACHED WITH (2) 1/4*x3/4*SELF 1/4'x 1-1/4*MM ENDED ULTRACM CONCRETE ANCHOR 6 3/4, A,ma NON-STRUCTURAL OVERLAYS TAPPING SCREWS PER HINGE LOCATION. GROUT-FILLED CHU BLOCK 1/4'w 1-3/4'MM ENDED ULTRACON CONCRETE ANCHOR U 1/4' 11 Ga COACHMAN-TYPE DOM: DECORATIVE OVERLAY 20M PSI MIN.CONCRETE (PVC WITH SANDY ASAI) ATTACHED 1/4'x t'HM ENDED ULTRA CONCRETE ANCHOR .9 3/4' 11 Da To oursivE SKIN WITH PERMANENT ADHESIVE. ZOOO PSI M CONCRETE 1/41 w V NM ENDED TAPCaN CONCRETE ANCHOR ja V4' 11 OIL CANYON-RIDGE TYPE DOORS HIGH DENSITY Z=PSI MIK MNCRETE 3/8'X 1-3/4'MM 04BCD WEJ-1T ANKR TITS SLEEVE ANCHOR INCLUDED MOLDED COMPOSITE OVERLAY AND OPTIONAL CLAWING ADHERED 70 OUTSIDE SKIN WITH 4=PSI MM CONCRETE 3/8'X 1-3/4'NIN.ENDED WCJ-IT ANKR TITE SLEEVE ANCHOR_ -INCLUMB PERMANENT ADHESIVE. WDIID FRANC(SYP 035 SG) ENDED INTO STRUCTURE 122 1/4- 1-an 13 GA. (MIN.) CALY. STEEL BOTTOM - r ANCHOR -CENTER DISTANCE.HIGHEST ANCHOR INSTALLED, MMKEr(2-3/4'X 7).ATTACHED LEV= IN=AT NO MORE IM HALF OF THE RAMUM ON 01,008, WITH (2) #14x5/8 SHEET METAL CLOPAY DOES NOT=PLY JAMB ATUCHIMa FASTENERS. ALUMINUM EXTRUSION &VIM WEATHERSTRIP. SCREWS. MINIMUM WTANCE KrIVEEN CENTER OF ANCHOR NO EDGE OF CONCRETE BLOCK:2-1/2.EXCLUDING STUCCO THICKNESS. SECTION A-A (SIDE NnEM KA*FArTuRINQ PRODUCT CODE #1145/8-SHEET • • L411 OSRM-1M479 METAL SCREWS C N=RIME,USMC-IK479 DESIGN LOADS: 54.0_?.S.f.,!&--7§O1 �4%PARTANO.: MIA TM A 1/4-x3/4-SELF uram now cqtw VINDLOAD RA TAPPING SCREWS TOLERANCES am mclapay I z ar Al 0 0 .0- *.0311 Bev" r R-1-11"!g W8 D P 5 4 .00 *.015 RMIUCQRE WS SINGLE CAR DESCFjPVQ% CANYON .000 *.90 *.Cal ORA O T:SH • IDAVE:9 (MFG.T:) .0000- 17/101 S@AL1k W DESIGN EORA 14 GA. Ego HINGES 1:1 GA. INTERMEDIATE HINGE CHECKED 9Y. MW •JDAiE: MARK - OF7SIZE IJ VIEW tham Stw GO-WOO *6,No.•T64949 A,w w '495 'ONE19SM AM IN IHOHM 4 3 + V: A, • 4 3 Ar 2 1 CLOPAY CANYON RIDGE SERIES: C*&m-M COUMM 6ERIE5:cwm CAka SST' REVISIONS HOLUM GU NMOOR SERIES: CLN2m 0,SETILERS SERIN SxUm 3 OF 3 REV, NO,1 ZONE: DATE: ECN NO. APPVD: DESCRIPTION MEAL CARMCE HOUSE CUSTOM W000-LOOK SERIM: MWL2m-V,AFTVDIY SERFS AGUan 01 - - - - 5£E REVISION HISTORY ON SKEET ONE. MODEL OEStOHAIWN NOTE 1: nn'REPRESENTS THE AA�ICUONT I•THE DECORATIVE 043U 1Y4. COACHUAN-TYPES 00016 ARE 2-6/6'THICK. A100EL mmumKimmz. 90P RmIumm THE TYPE OF O omr.IF•xx'IS•LET'PM 'CP OR'KC'THE DOOR HAS ETIHER CIADDIHO OR OVERLAYS AND 6 2-1/2•THICK OVERALL ANY D OTHER VALUE FOR W INDICATES THAT THE DOOR HAS OAOONG NO OYMM ON THE r RASE D 2'TRACKOMMLE-SKIN(101ATED DOOR NO 6 r THICK OVERALL. TM HOaLONTVL DOOR COUNTERBALANCE SYSTEM SUPPORT 8Y CONFTGl1R4710N. BNSTAIJ,ER(TO�• 13 OA GALV.STEEL FLAG BRACKET ATTACKED TO DOOR JAMB CONFIGURATION. JAMB WITH(3)6/16'X 1-818'LAO SCREWS HEIGHT '- AND TO TRACK WRH(2) 1/4 RIVETS. TRACK CONFIGURATION 7 20 PP WOOD JAW.SEE OPTIONAL STOP MOULDING BY INSTALER(TO SUR). - JIWII ' THE DOOR IND LOO GOES $ AS REQUIRED:SPACING HOT TO F7KCEED JO.O.C. PREPARATION NOTE. ,`{Q I"' % 3'WIDE 18 CA CALV.STEEL.OB em r- NOT AFFECT THE WDM)LOAD - . RATING OF THIS DOOR. = �• ' 2'GALV.STEEL TRACK. 2-1/2'X 12 CA CALV.STEEL R TRACK ROLYWESa:0.060'. - RUICK BRACKENS FASTENED TO qq WOW JAMES WITH 6/6'X 1-s/a• �"-7 16'L0.ROUND a GAL arv.STEEL CENTER HINGE NAD SCREWS. NON' FASTENED TO SECTION W/(4)EACH FASTENER. /14xS/a'SHEET KETAL SCREWS. NNN��V 36.32• TYP.2-1/2°X 12 0A GALV. C STEL.TRACx BRACKETS, - 14 GA.GAL.V.STEEL ROLLER HINGES FASTENED TO END STILES W/(4)EACH/14x6/r ATIACHm TO Jam WITH(1) SHEET METAL SCREWS AND(4) 1/4°SELF TAPPING SCREWS PER END HINGE. 6/I6•x 1-5/8•IAO SCREW PER 2•IQALv.srm TitACK FHSIO�®TO TRACK BRACKET. 121CAA GALV STEEL TRACK BRACKETS To- EITHER EITHER4' BALL IffR(2)1 DIA.RIVETS OR 2'DEC VORN STEM 10 L STEEL ROLLER WITH STEEL OR MON TIRE. 7-1/2' - 0 1/P x 6/8'STT KK�� SECTION c_C PREPARATION OF JAMBS BY OTHERS. LHR BRACKET(2-1/2'x 6-3/4'x 120Q ATTACHED WITH(2) 1/4'x 3/4'SELF TAPPING DOUBLE TRACK 3°TRACK IS ALSO AVAILABLE. 1 LOW t6.0ORIx1Y OPTION (AVAIL FOR BOTH 2'AND r TRACK) i ftlLEHORIZONTAL B B i + • • • • s • • x•INAD•acrlrRlnG IIcr cD11E rr �� 'p • • •• • • • • •COAC MM DSM-IM479 r :' A~ NA�•V•/A ai/11le • •• • • • • ••• CMYON RIDGE,DSIU]3-IK479 A DESIGN LOADS: +54.p ff5.S .'&O— 0. ;. .F` P NO.: N/A Unca mt a oew tm LIS85 OWm WtNOLUAD RATING A I. �, TOLERANCES�. m Cto a W8 DPS 4 /. T'dlW'.BI1 0 N ES Ptameb 61.1- • �j' .• Df 00 m 3.018 DEI%RIP": CANM RIDGP/�QM WS SINGLE GAR f� •••�'1:� 00- 3,00.9 : SH D .7/17/4 :PITS DESIGN ENGIP)F_� M tiooD m s.�t DMIG.R MINK P.E. DWm t1/T CKED+ : +MW •+ DIATEP3/E/15 SHEET 8 OF 3 SIZE L1 I 1 ARE N mem. IT& NOR 10494%•andle 'I e • ti- 4 3 2 1 • •• •• • • • •• •• ••• • • • ••• • • WORST CASE DESIGN PRESSURE CHART RETROFIT GARAGE DOOR ® COMMERCIAL SIZES 1.75 MPH, EXPOSURE C, 2010 FLORIDA BUILDING CODE (ASCE7.10) DADE CO., FLORIDA 9; 0 THE CHARTS BELOW ARE DETERMINED FOR THE WORST CASE SCENERIO, BASED ON iopa0000 THE FOLLOWING ASSUMPTIONS: 1�1_PJ; -+ oRO©��- +•�• 1)THE ENTIRE GARAGE DOOR OPENING IS ASSUMED TO BE IN THE END ZONE(ZONE 5) LPJ fV �� ii'11 f t; Crr}ffon 6Co jX4jj ••: ACCORDING TO ASCE7 CALCULATION METHODS. 0000 •••� � • 2)BASED ON ENCLOSED BUILDING,ANY ROOF SLOPE. •0000• 0966.' 0000• 3)ULTIMATE WIND SPEED CONVERTED TO DESIGN WIND SPEED PER TABLE 1609.3.1. NO OTHER LOADI:AGSORS OR RigIsICTIOMi ALLOWED. 400060 •• • ••••00 000000 0 0 0 NOTE 1:SPECIFIC, INDIVIDUAL GARAGE DOOR OPENINGS WILL MOST LIKELY NOT REQUIRE THE OPENING Td BE CCrWg�"ELY IM••••• ZONE 5 BY CALCULATION.THEREFORE INDIVIDUAL CALCULATIONS WILL MOST LIKELY RESULT IN LOWIR V(iATIVE'UESIGN ;6969; 00 0 0 PRESSURES THAN SHOWN ON THESE CHARTS. 0 000• 0• •6 NOTE 2:DOORS LARGER THAN THOSE LISTED MAY USE THE DESIGN PRESSURE FOR THE NEXT SMALLEST DOOR BECAUSE DESIGN PRESSURE DECREASES AS OPENING SIZE INCREASES. FOR EXAMPLE,A 16'x10'OPENING CAN BE ASSUMED TO HAVE THE SAME DESIGN PRESSURE AS A 16'x8'OPENING BECAUSE ACTUAL CALCULATIONS WILL SHOW THE 16'x10'TO HAVE A LOWER DESIGN WORST CASE DESIGN PRESSURES (PSF) MEAN ROOF HEIGHT UP TO 15' 16' 17' 18' 19' 20' 21' 8'x7' +35.6, -44.7 +36.0, -45.2 +36.4, -45.7 +36.8, -46.3 +37.3, -46.8 +37.7, -47.3 +38.0, -4 .7 N 8'x8' +35.2, -44.0 +35.7, -44.5 +36.1, -45.0 +36.5, -45.5 +36.9, -46.1 +37.3, -46.6 +37.6, -47.0 Fn 9'x7' +35.3, -44.1 +35.7, -44.6 +36.1, -45.1 +36.5, -45.6 +36.9, -46.1 +37.4, -46.7 +37.7, -47.1 9'x8' +34.9, -43.4 +35.3, -43.9 +35.8, -44.4 +36.2, -44.9 +36.6, -45.4 +37.0, -45.9 +37.3, -46.3 Z 16'x7' +33.8, -41.1 +34.2, -41.6 +34.6, -42.0 +35.0, -42.5 +35.4, -43.0 +35.8, -43.5 +36.1, -43.9 w 16'x8' +33.4, -40.4 +33.8, -40.9 +34.2, -41.3 +34.6, -41.8 +35.0, -42.3 +35.4, -42.8 +35.7, -43.1 O 18'x7' +33.5, -40.5 +33.9, -40.9 +34.3, -41.4 +34.7, -41.9 +35.0, -42.4 +35.4, -42.8 +35.8, -43.2 18'x8' +33.1, -39.8 +33.5, -40.2 +33.9, -40.7 +34.3, -41.2 +34.7, -41.6 +35.1, -42.1 +35.4, -42.5 WORST CASE DESIGN PRESSURES (PSF) MEAN ROOF HEIGHT 22' 23' 24' 25' 8'x7' +38.3, -48.2 +38.7, -48.6 +39.0, -49.0 +39.4, -49.4 Lu 8'x8' +38.0, -47.4 +38.3, -47.8 +38.6, -48.2 +39.0, -48.6 N cn 9'x7' +38.0, -47.5 +38.3, -47.9 +38.7, -48.3 +39.0, -48.7 C7 91x8' +37.6, -46.7 +38.0, -47.2 +38.3, -47.6 +38.6, -48.0 z 16'x7' +36.4, -44.3 +36.7, -44.6 +37.0, -45.0 +37.4, -45.4 a 16'x8' +36.0, -43.5 +36.3, -43.9 +36.7, -44.3 +37.0, -44.7 O 18'x7' +36.1, -43.6 +36.4, -44.0 +36.7, -44.4 +37.0, -44.7 � ���� ��� art. 18'x8' +35.7, -42.9 +36.0, -43.2 +36.3, -43.6 +36.6, -44.0 �L r� THIS CALCULATION SHEET IS ONLY VALID No6.328 FOR THE FOLLOWING BRANDS: CLOPAY, _ IDEAL AND HOLMES. �m STATE OF s 44 . a3" * •' Scott Hamilton, P.E. 8585 DUKE BLVD. MASON, OHIO 45040 limits���� (513) 770-4800 s'gnature 5/17/2012 FLORIDA P.E. No. 63286 File: DADE CO WORST CASE 2010 R01 [RETROFIT]