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WS-14-2053Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-224705 Scheduled Inspection Date: December 12, 2014 Inspector: Rodriguez, Jorge Owner: , Job Address: 873 NE 96 Street Miami Shores, FL 33138 - Project: <NONE> Contractor: MULTITECH BUILDING TECHNOLOGIES INC Permit Number: WS -9-14-2053 Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Garage Door Phone Number Parcel Number 1132060142840 Phone: (786)218-7886 tsuiming uepanment comments REPLACE GARAGE DOOR AND GARAGE SIDE DOOR Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-224579. Garage door OK 1Z Side door fasteners not per NOA.and do not meet minimum edge distance Failed Correction ❑ Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. December 11, 2014 For Inspections please call: (305)762-4949 Page 13 of 30 P tq�'A 5� BUILDING Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (30S) 762-4949 CE!�TEI� SEP 19 2414 Mrd-_--- FBC 20 Master Permit No. UIJS )Q— 5-��> P RMIT APPLICATION sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION [-]RENEWAL r-jPLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 873 NE 96 ST City: Miami Shores County Miami Dade Zio• Folio/Parcel#:11-3206-014-2840 Is the Building Historically Designated: Yes NO Occupancy Type: SFR Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): WELLS FARGO BANK N A Phone#: Addrp«.4101 WISEMAN BLVD City: SAN ANTONIO Tenant/Lessee Name: N/A State: TX zip: 78251 Email CONTRA OR: Company Name: Address: a—b— I 4 City: `A 1 \ � r State: Qualifier Name: k !� (-) 0 U 1 d <3 State Certification or Registration 4 Le (9 �� Certificate of Competency M DESIGNER: Architect/Engineer: Phone#: Address: City: State: Value of Work for this Permit: $0,00 Square/Linear Footage of Work: Type of Work: ❑ Additi Alteration E] New ❑ Repair/Race V- Description of Work: G1 V'56 k . Aoav c>,4- U ,f K 1 Zip: ❑ Demolition C-kv LIV,' V - / � LC- � lW ) ir\:��- Specify color of color thru tile: Submittal Fee $�� Permit Fee $_ . ( CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DB,PRp $ Notary $ Technology Fee $� Training/Education Fee $ t J Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ - (Rev1sed02/24/2014) • Fj Bonding Company's Name (if applicable) Bonding Company's Address City State 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not 40 apprgNed and a reinspection fee will be charged. MICHAEL C. SCHEFOT Signatur . I �Y viefiftswulloan cumenhonSignature OW N ER or AG ENT CONTRACTOR The foregoing instrument was acknowledged before me this Th foregoing instru%�nt was acknowledged befor me this day of 1 e2i 4— 20 by ` day by Sr/jwho is personally known to C.r U o is er own to me or who has produced Ili) as a or who has as identification and who did take an oath. I en a an �$� SA RgMiREZ '.* «�- NOVARYBC: NOTARY PUMy Comm. Expires Feb 17, 2015 /9;;;Commission # EE 65911 1 / A �d /� I /A 4 /I Print: Print• Seal: Aid RAEHFUEANNL N EY al: OOrMMIlislom be 82035 January 7, 20won MY Onsslon 17 APPROVED BY �vf Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) a Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner _ workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 anon s obtaining to officers in the construction industry to exempt themselves from this requirement for any construction project P g g permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: I. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a 'statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company. Therefore, you may be personally liable for the worker co enation in'uries of an arson allowed to work under this permit. Please check with your insurance carver since most property insurance policies DO NOT cover this type of liability. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. in (SEAL) Contractor Print Name: Print N `t � '^ Signator F. �..v l � s Signature: rJ Notar v Public - State o1 PtorWa U � ,,, State of Florida) My Comm Expires Feb 17, 2019 17,1217 c2c P"Y P,.1, ; MELISSA RAMIREZ County of Miami -Dade F � pY04J Commission a 1 """" �� State of Notary Public - State of Florida rQ Comm. County 0 Expires Feb 17, 2015 elJy Sworn t s 0 fore miE tiliS 20 Sworn to Commission # EE 5 bsh day of (SEAL) BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Of f 127 W. Fairbanks Ave. Suite 438 Winter Park, FL 32789 407.644.6957 PH 407.644.2366 FX contact@buildingdrops.com JELD-WEN, inc. • Energy Saver/Contour Wood Edge Opaque Steel Outswing Door w/ or w/o Sidelites for Florida Product Approval Florida Building Code 2010 Per Rule 9N-3 Method: 1— A (Certification) Category: Exterior Doors .... Sub — Category: Swinging Exterior Popr. Ass6nbfies • • • • ; • Product: Energy Saver/Contour.Wdad Edge Opaque • Steel Outs wing Door w&r w& Si*ffij*. • Material: Steel/Wood ""' Product Dimensions: 107" X 81.25" ( j • • . • • • * • • Maxim,� • • • ••••'.• • • i • Prepared For: •..•• • i i ...... G e', • ••• 111 11 i.•..00 i �, �� •0 rr�I ,i �• 0 Prepared by: 7 Florida Professional Engineer # 73778 �O P • Date: 05/01/2012 % ,� '•• O 0 _ �: Contents G� Evaluation Report Pages I —4 ��ISSiONAL `,� InstallationDetailsPages 11/11111 Digitally signed by Hermes F Norero, P.E. Hermes F. Norero, P.E. Reason: I am approving this document Florida No. 73778 Date: 2012.05.01 17.42:30 -04'00' ff � BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Manufacturer: JELD-WEN, Inc. Product Category: Exterior Doors Product Sub -Category: Swinging Exterior Door Assemblies FL#: Date: 05/01/2012 Report No: 2035 Compliance Method: State Product Approval Rule 9N-3.005 (1)(a) Product Name: Energy Saver/Contour Wood Edge Opaque Steel Outswing Door w/ or w/o Sidelites 107" X 81.25" (Maximum) Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for JELD-WEN, Inc. based on Rule Chapter No. 9N-3.005, Method 1a of the State of Florida Product Approval, Department of Community Affairs - Florida Building Commission. Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the 2010 Florida Building Code. See Installation Instructions S-2104, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for speck use parameters. Limits of Use: 1. 00000* ••••:• This product has been evaluated and is in compliance with the 2010 FJS§ida BuARNCode, including the "High Velocity Hurricane Zone" (HVHZ). • • • • • • • • • 2. •••••• •••• •••••• Product anchors shall be as listed and spaced as shown on details. ATLhpr embedment into substrate material shall be beyond wall dressing or stucco. L. :0086: 3. 00000 When used in areas requiring wind borne debris protection this prdddet complies with • •; ••. •• ••• • • ••••• Section 1609.1.2 of the 2010 Florida Building Code and does not req+ * *e an in�•ac E Tesistar:! • • • covering on outswing doors. • 4. Non -Impact sidelites do require an impact resistant covering whe$ us�in areas resluinng. •.. o. wind borne debris protection to comply with Section 1609.1.2 of Vie @10 Florida Building:,,...: Code. •• • •••• • • 5. Site conditions that deviate from the details of drawing S-2104 require further engineering analysis by a licensed engineer or registered architect. 6. See Installation Instructions S-2104 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 5 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Installation: 1. Approved anchor types and substrates areas follows: FL#: Date: 05/01/2012 Report No: 2035 Through Frame Installation: A. For two by (2X) wood buck substrate, use #10 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete or masonry substrate where one by (1X), non-structural, wood bucking is employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. G For concrete or masonry substrate where wood bucking is NOT employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. Refer to Installation Instructions (S-2104) for anchor spacing and more details of the installation requirements. iDesign Pressure: Design Pressure XX, OXXO X, OXO, XO, OX Outswing Positive 57 PSF* Positive 66 PSF* Negative 57 PSF Negative 70 PSF *Units meet water infiltration requirements corresponding to noted design 0000 pressures. '0000• 0000:• • 0000 0000.. 0000.. - 0000.. 0000.. 0000 • 0000.. • 0000 0000. • •� 0000. • 0000.. 0000 0000.. • • • •a 000 Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 5 Prw BUILDING D110PS FL#: a . A Perfect Solution in Every Drop Date: 1 Repoli No: 205/01/2012035 2 203535 Certificate of Authorization: 29578 Installation Method JELD-WEN, ine. Energy Saver/Contour Wood Edge Opaque Steel Outswing Door w/ or w/o Sidelites 4.50' TYP. 16.41' TYP. 00' TYP. 3.00` 00' TYP. 13.41' TYP. 6 6.00' 1YP. 12.50' 3.00' .00' TYP. 6.00' TYR 00. TYP. IYP� I} oto 3.00' 7YP. 6 TYP. 5 SPACES 13.85" 1 II II I 1 -Ill Ill I 1 i II II 1 3.00' TYP.--J ' 3.Q0. L 6 Sr $3.00` L..1 00" TYP. 7.00' 71T. 7.00' TYP. 6 SPI @ i i 6 TYR 6 SPACES ® 11.54" TYP Hermes F. Norero, P.E. Florida No. 73778 Page 5 of 5 JFJJ3' EN® Steel .875' TVP. MWY84V6P/tWQ!/R B-B"WOOD RDW 4RAQUF8= OUI88M WAOFODAALOMWI N6W/IHOUrSf M= 1. iHS PRODUCT S DEMM TO COALY WS THE CURRENT FLORIDA BWDWG CODE AND HIGH VELOCITY HURRICANE ZONE ?NHY REOUIFIEMENIS. 2. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPER.Y TO TRANSFER LOADS TO THE STRUCTURE 3. PRODUCT ANCHORS SHAD. BE AS LSTED AND SPACED PER ANCHOR LOCATION DRAWWGS ANCHOR EMBEDMENT TO BASE MATERIAL SHAT BE BEYOND WALL DF13M OR STUCCO. 4. SET: TABLE 1 ON THS SHEET FOR DESIGN PRESSURE RAT= 5 THIS PRODUCT AM THE WATER REQUIRENINfS FOR 'PW' ZONES. SEE THE DESiCP1 PRESSURE OHART BELOW. G. DOORS ARE IMPACT RATED AND DO NOT REQUIRE MWMi-RADE APPROVED IMPACT RESISTANT SHUTTERS. 7. MIAMI-DADE APPROVED IMPACT RESSTANT SHUTTERS ARE REQUIRED FOR SWELITES 8. SIDE.RES ARE AN OPTION AND GW BE USED IN A SINGLE OR ODUBLE fONFfCd WION. a' AWL OA PANEL HEOIT 81.25' 94X. OA FRAME HEIGHT 70.25' MAX OA FRAME WiDiH - 74.5• MAIL OA FRAME WIDm . .125• • • • 78' • •.75' HULL 15.5' AWG OA 36.M* MAIL OA • • • • • IYP� • • TYP siDEUff FRAME WIDTH PAXEL WIDTH 36' MAX OA • • • • • • • 975' • 3; 6�f OA 14• WJL OA W/�� PANEL WIDiH � � • • 1YP. • PAHfI N?DiH PANEL WIDiH 37.75• MAIL OA FRAME WN 36' MAX OA PANEL WIDTH 'lfu4 SIF7.iLR i.,1'a iJi 114STX� itis. aflxtP+C 6 F H A6tlt.PANA • i •• • • HEGFR 81.25' MAIL OA FR4AIE HEOHT 0.75' J 0.625' A 6.M AL OAA DLO. WIDTH 63.125' MAC. OA D.L.O. NEW �� Yfidlab?6lT�'ll�ir111!Ir':i� H.._ 0.825' � RE81DE NTRL W3U MIiTEEL DOOR iCasa =to 0 1 FRAME WIDTH MULL 36' MNL OA PANEL WIDTH COMPONENT COPVBTRUCTION&I 00i6LE WE wu (1D4 CA = OXMD) w shaels• 24 ga. (0.020 minfmam tM , Gahmdzed Steel A-825 ACHVE aommerdal aW7 - AKS per ASTM 620 with average minimum ytafd D. MAIL OA strength Fy(ave.)o24.600 pet. 875' TYP. sed polystyrene wRh 1.0 to 125 Ifs/cM denettj, by �01 JELO w Panal Canstruegan: The adive aril b add panals are eo mhvted hom Kb�a a 24GA (0.020' min.) gahanbW eted The face sheet tops and bottoms are e hent 90' over the top and bottom tuffs ire top LVL reg mdmaw 1.87' WL DAME WIT wide x 1.042' No. The dW bottom mg is tuff forted 0.021 • gahmnised dtW gg 16r ride x t 21' htgh. the silos of Ia face meat are tug far to O+e LVL latah We arM Panderoda Phv hhlge sore whlah BD' MAX meaura 1.67" x 1.01. Tiro interior amity M MW wb pafydly m. The OA fag C wA Ttm sch Is irom 24CA (0.020'�gakmftdd dte� fid adgee of the face d wd am bent 8P ova the core HEIGHT Off glued to iL The dMb parmb are muted to receive the Up Lite 81.28' Formed or the opftd Trinity Ught Formes (See sheet 7 for gbartng AWL defogs) The 11bformed are sealed w/ QSD gbodag compound On the CA extene1 FRAME Ilm homed am cm•tructed from Ponderosa Pine loft HEIGHT meawzft 1.25' wtde x 4.5825' deep. Rat door and ddeffte head jwne are forked and batt AW W Ste a* jambs and attodW with (3) 16GA. 2' x 7/18' crown wire staples. The unite use a atmtdard bump fm Pem%o I threshold measwing 4.041' deep x 1.0' high. The OvoWd is attadwd to 70.25' MAX OA FRAME WiDiH - 74.5• MAIL OA FRAME WIDm . .125• • • • 78' • •.75' HULL 15.5' AWG OA 36.M* MAIL OA • • • • • IYP� • • TYP siDEUff FRAME WIDTH PAXEL WIDTH 36' MAX OA • • • • • • • 975' • 3; 6�f OA 14• WJL OA W/�� PANEL WIDiH � � • • 1YP. • PAHfI N?DiH PANEL WIDiH 37.75• MAIL OA FRAME WN 36' MAX OA PANEL WIDTH 'lfu4 SIF7.iLR i.,1'a iJi 114STX� itis. aflxtP+C 6 F H A6tlt.PANA • i •• • • HEGFR 81.25' MAIL OA FR4AIE HEOHT 0.75' J 0.625' A 6.M AL OAA DLO. WIDTH 63.125' MAC. OA D.L.O. NEW �� Yfidlab?6lT�'ll�ir111!Ir':i� H.._ 875• � 107" W. OA 125'75' 36.9r MAX A W/ FRAME WIDTH MULL 36' MNL OA PANEL WIDTH 00i6LE WE wu (1D4 CA = OXMD) WACTNE ACHVE D. MAIL OA dTi �01 PANE. HEIGHT 1.25' Kb�a a e WL DAME WIT 0.75• -1 0.625• J QFSfCPI FRISM RADNG- MATER alFa.TWM FEWAMISIT 6 AMD SWLE am NT fX ex )A ) tEM pd -70 �t WAM PWM-WACT SEIDiS 00i6LE WE wu (1D4 CA = OXMD) +57 psi -57 psf IF/in PWM-WAQ STRS < j t tigltally signed by Hermes F Nore% PE eason: I am approving this document tate: 2012.054117:51:35 -04W _ 15.51 MAX. OA SIDELRE FRAME WIDTH 14' MAIL OA PANE. WIDTH 6' MAX OA D.L.O. WIDTH 6J 125' MAIL OA D.L.O. HEt,7MT DOUBLE OU151VWC IMPACT UHT' NOH -IMPACT SDELTES VEWEO FROM E7c7Eli/OR 2 Prepared By: �O �• T rt�**: dTi BUILDING DROPS am FSK Kb�a a Phmuc 407-844-6957 Fora 407-644-230 S-2104 -LOF. 0.75* Aft CONCREV 0.75' MIN. EDGE DIST. mkmgRy 51 EWE DIST, 51 1.50, By 0 1.50' BY 0 ANN EMB. 19 20 20 SEE M 7 Pmpared Of- MaDING mps; Re Phone: 407-644-6957 1 Fac 407-644-2M IMM amr, N.T.S. 11 0.250' MAX. SHIM SEE DETAIL 7 44 3AIL 2 OR IL ON SHEET 5 77 125'CONOCN7 ON SIM 5 Eo SEE NOT 2 ON 2 MIN. ME N.. DIST. MAS MIN. EDGE DIST By OTHERS SHT. 4 BY OTHERS R77AL CR 17N CR EC NLN -S-E§ (D AM THRESHLO SEE. NOTE 6 ON28 SHE 4 SEE NOTE 3 Oh 10 SHE 4 ME NOTE a ON 1.750' MN 1.750* ANN. 3 SHT. 4 PANEL THK PANEL THK 12 ON SHEET 5 SEE NOTE 2 ON 2 SHr. 4 38 4 0.125' MN. 4 GLASS THK 81.25' EMO 80. 0. 81. 25' MAX.'AIAX SEE GLAZING' Mo OA FRAME un� OA PANEL OA DEMA SHEET FRAME 7 Lwl^T OA PANEL HEIGHT SEE NOTE J ON WT. 4 Pmpared Of- MaDING mps; Re Phone: 407-644-6957 1 Fac 407-644-2M IMM amr, N.T.S. Jwj S. SWELL WVJW KW S-2104 2 OR IL MIN. 125'CONOCN7 50 Eo SEE NOT 2 ON 2 MIN. ME N.. DIST. MAS MIN. EDGE DIST By OTHERS SHT. 4 BY OTHERS R77AL CR 17N CR EC NLN -S-E§ (D AM THRESHLO a)7_7^ AT SIDE SEE NOT 6 ON 2 SHT. 4 ME NOTE a ON SEE 18 3 SHT. 4 AIL )ET SEE 0 12 ON SHEET 5 SEE NOTE J ON WT. 4 g I a 1 44 1 SWM MWE WAD, SILL AND AM (FINGER JOINTED PONDEROSA PM I WOOD I 7 '. '-j 0 Pmpared Of- MaDING mps; Re Phone: 407-644-6957 1 Fac 407-644-2M IMM amr, N.T.S. Jwj S. SWELL WVJW KW S-2104 2 OR IL MIN. 125'CONOCN7 50 Eo ---i 1.75* 150, MLN, .I CONCRETE/ MIN. ME N.. DIST. MAS MIN. EDGE DIST By OTHERS BY OTHERS R77AL CR 17N CR EC NLN -S-E§ (D AM THRESHLO a)7_7^ AT SIDE g I a 1 44 1 SWM MWE WAD, SILL AND AM (FINGER JOINTED PONDEROSA PM I WOOD I 7 '. '-j 0 Pmpared Of- MaDING mps; Re Phone: 407-644-6957 1 Fac 407-644-2M IMM amr, N.T.S. Jwj S. SWELL WVJW KW S-2104 2 OR IL SEE NOTE 4 ON SHT 4 �IQB • �s . a ; •O ' 5 SEE' DETAIL 5 1 1 EEDGME�' ON SHEET 5 ED e H R 2 NTA RO S SE 77ON 0 250° MAX. LATCH 8 TO U K 1.50. MIN SHIM CONCRETE/ EMBED. MASONRY BY OTHERS SEE NOTE I ON SHE. 4 26 ®O O m®00® ®gym SEE DETAIL 5_j ON SHEET 5 ORIENTAL(3) RIZ NTALCROSS SEC77ON 0.250" MAX IO TO K SHIM 1.750- bM PANEL THK \ SEE NOTE 4 SEE DETAIL ON SHT. 4 24 1 ON THIS 10 i 1 SHEET ORII N CROSSGC-MN SEE NOTE I SHT. 4 a1L I ASTRAGAL TO STELE ATTACHMENT NOTE: REM 24 NOT SHOWN THIS VIEW FOR CLAVjjjIUII .�� _S F. At. SEE NOTE 7 ON SHK 4 CONCRETE, • 4 MASONRY a BY OTHERS J.EMDGE Md.DISI, °x 4 N BOLTS (2) TOTAL; (I EACH) l' LG. AT TOP & BOTTOM - T Prepared &r. an SSAFFELL •' ' r� to �: • ��' .` ��L •`� +�H`� aaoa aD�ausre BUtiM won BIC. Phmre 407-844-6887 Fw 407-844-23B8 ORO= r0.2 S-2104 mw '� OF Q • • • s • • i. 74"Ali(. i� • • • • • • • • • • • • • ••• SEE DETAIL 5_j ON SHEET 5 ORIENTAL(3) RIZ NTALCROSS SEC77ON 0.250" MAX IO TO K SHIM 1.750- bM PANEL THK \ SEE NOTE 4 SEE DETAIL ON SHT. 4 24 1 ON THIS 10 i 1 SHEET ORII N CROSSGC-MN SEE NOTE I SHT. 4 a1L I ASTRAGAL TO STELE ATTACHMENT NOTE: REM 24 NOT SHOWN THIS VIEW FOR CLAVjjjIUII .�� _S F. At. SEE NOTE 7 ON SHK 4 CONCRETE, • 4 MASONRY a BY OTHERS J.EMDGE Md.DISI, °x 4 N BOLTS (2) TOTAL; (I EACH) l' LG. AT TOP & BOTTOM - T Prepared &r. an SSAFFELL •' ' r� to �: • ��' .` ��L •`� +�H`� aaoa aD�ausre BUtiM won BIC. Phmre 407-844-6887 Fw 407-844-23B8 ORO= r0.2 S-2104 mw '� OF Q • • • s • • i. 74"Ali(. i� • • • • • • SEE DETAIL 5_j ON SHEET 5 ORIENTAL(3) RIZ NTALCROSS SEC77ON 0.250" MAX IO TO K SHIM 1.750- bM PANEL THK \ SEE NOTE 4 SEE DETAIL ON SHT. 4 24 1 ON THIS 10 i 1 SHEET ORII N CROSSGC-MN SEE NOTE I SHT. 4 a1L I ASTRAGAL TO STELE ATTACHMENT NOTE: REM 24 NOT SHOWN THIS VIEW FOR CLAVjjjIUII .�� _S F. At. SEE NOTE 7 ON SHK 4 CONCRETE, • 4 MASONRY a BY OTHERS J.EMDGE Md.DISI, °x 4 N BOLTS (2) TOTAL; (I EACH) l' LG. AT TOP & BOTTOM - T Prepared &r. an SSAFFELL •' ' r� to �: • ��' .` ��L •`� +�H`� aaoa aD�ausre BUtiM won BIC. Phmre 407-844-6887 Fw 407-844-23B8 ORO= r0.2 S-2104 mw '� OF Q E 4 3 E OT 4 444 28 9 4 5 7 1 15 2 42 34 • • • • 13 5 8 3 2 9 44 14 NOTE 7 • • • • • • � • • • � � ON SHE 4 3 g �•• ••• •�• ••• • • 4 4538 SEE NOTE 3 1.750 MIN. ON SHT 4 31 1 PANEL 7HK 3 1 a INTERIOR SEE GLAZING 3 1 10 \� SEE NOTE 2 2 SHEENT 7 ��% \\ i o SO NSOTE HE a 2 \\\ ON sHr 4 t� ON SHi 4 29 /// \\\ 2 ONSHESHE 45 1 1 1 4 �� \\� 2g ON 46 SEE DETAIL 5 SEE DETAIL 5 �i 0.750° ON SHEET 5 ON SHEET 5 0.750° SEE GLAZING 39 39 DETAILS, SHEET 7 H RIZONT CRO TT N HTO—RI 0 AL CR IS TION wet AT !D T LA H JAM AS TE TO H NG 9 CONCRETEISEE NOTE 3 1. NG FOR ITEM 126 THE 110 x 1' PFH SCREWS ATTACHING THE NPERAL ASTRAGAL TO THE INACTIVE DOOR fSMASONRY 51 19 20 4 31 ON SHL 4 3 € AS FOLLOWS: FROM THE TOP DOWN & THE BOTTOM UP: 1.0*, Z5, 4.0 5.5 , 13.0', 1&0' & 26.0'. BY OTHERS$ Z SPACING FOR ITEM 123 THE 18 x 1 1/2' PLASCREW IS AS FOLLOWS: SEE GLAZING TOP & BOTTOM. HORIZONTALLY. SIDELITEPANEL 3.0' IN FROM EACH CORNER. 3 3 38 4 DET" SHEEP 7 ON THE SLOES. VERTICALLY. FOR THE SIDELITE PANELS 3.0. 13.01. 2&0', 39.0 , 52.0' & 63.0°, •' " 3. SPACING FOR ITEM 131 THE 16GA x 3/4' BRAD TRIM NAIL ATTACHING THE QUARTER ROUND TO THE SIDELITE AND y ITEM 19 THE 16GA. X 1' BRAD TRIM NAIL ATTACHING THE MULLION CAP TO THE MULLION BAR VERTICALLY. IS AS o FOLLOWS. TOP & WMM HORIZONTALLY OR THE 8' QUARTEREXTERIOR ROUND): 1.25' IN FROM EACH CORNER WITH a .4 : , \ : : : (1) NAIL AID -SPAN. ON THE SLOES VERTICALLY (FOR W-TH 3/8' QUARTER ROUND & MULLION CAP): 1.25° FROM EACH END & SIX MORE •• ` \ •' :' , .' EQUALLY SPACED ON THE FIELD. 4. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND BUCK USE ITEM 125, A 18 x 2 1/2' PFH WOOD SCREW s. • : .: 0.125" MIN. INTERIOR WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND SOELRE JAMB AT THE MULLION USE ITEM 124, A 18 x 2' A " \ CLASS THY.. PFH WGOD SCREW �\ 5. SPACING FOR ITEM 125 THE 18 x 2 1/2" PFH WORD SCREWS ATTACHING THE JAMBS TOGETHER AT THE MULLION, • • • IS AS FOLLOWS: 6.0' FROM EACH VERTICAL CORNER WITH (4) MORE SCREWS EQUALLY SPACED ON THE FIELD, : A / SEE NOTE 2 NOT SHE 4 2 o €� 6. THE SIDELITE PANEL IS SECURED INTO THE SIDELITE JAMB W/ ITEM 129 SILICONE CAULK ON THREE SIDES AND • • \ HORIZONTAL CROS SECTION 3/8' QUARTER ROUNDS SECURED WITH ITEM 131 BRAD TRIM NAILS x 3/4° LONG. 0.75' MIN.\�\ SEE NOTE 6 ir�{Q 7 K 4 WHEN ATTACHWO THE HINGE TO THE JAMB AND BUCK USE ITEM 127, A 110 x 2 PFH SCREW. WHEN ATTACHING EDGE Q15T 4A*.. \ 29 ON SHL 4 �� THE HINGE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE ITEM 114, A 110 x 1 3/4' PFH WOOD SCREW < S F. & SPACING FOR ITEM 149 THE 16 x 1 1/2' PANWAD SCREW (TRINITY LITEFRAME) IS AS FOLLOWS ►. SEE DETAIL 5 .`� 0 •. 9 '�. m►� 9-ii-Ot SIDELITE LITEFRAME FROM RE TOP DOWN 10ERTICALLY., 3.25. 18.0625 , 32.8125 , 47.5625' & 62.625'. :, ' • ON SHEET 5 Pmpmed gy scn� N.T.S. SlQ= LIT£FRAME TOP & BQ M. FROM THE LEFT: ONE (1) SCREW AT 4.4375° • e : * . 7 ._•i * _ �J 9. ALTERNATE CONCRETE/AWSONRY INSTALLATION ANCHORS OF EQUNALENT PERFORMANCE CHARACTERLSTICS CAN BE 0L.25Q' MAX. T T : z = Q en S. SAFFELL USED UPON APPROVAL OF THE ARCHITECT OR ENGINEER OF RECORD FOR THE PROJECT OF INSTALLATION. SHIM �A'• io 4 CROM KO, 10. USE REM 151 WHEN 06TAWNG INTO WOOD SUBSTRATE AT HEAD & "M. USE REM 125 WHEN INSTALLING INTO EMBED• ��'�•p "n ` �go BUILDING DROPS, WC S-2104 MULLIONS. USE ITEM 116 WHEN INSTALLING INTO CONCRETE/MASONRY SUBSTRATE AT SIDELITE SILLS. ��L �P Phans 407-644-6857 cue ��sore Fa" 407-644-2 OW OF 74.50° MV. OA PRAMS WIDTH SEE DETAO. 2 �r ON THIS 7. �' 12.50" 6.00° T1P. T,51 .00' TYR 61YP. I III IIII 7 51 5 T1P. 7YP. 5 SPACES ® f 3.85' SEE DETAIL 5 81.25' ON THIS SHT IMAX "TE , • — 5. 0" I / SEE DETAtt 4 ON THIS SffT 4.50° T o 300° C—SINX 3.00° TVA - 6 M. 5 • • • • • • SPACES • • • ® 13.83° SEE DETAIL 6 1125° ON THIS W. MAX SEE NOTE 10 'OA OW NYP. 6.00° M. 3.�iTYP. s �w - --w 3.00".0 ° 12.125' TYfL— 7.0 6.OD x 7.00° TYP TYR SEE DETAIL 3 ON THIS SHE. SOLE DOOR WO WRITES ANCHOR LOCA DOUB�R MOM SIDELITES ANCHOR DATIONS MEWED FROM 04TERIOR RM INTERIOR 2 98 5 5 SEE NOTE 14 2 7 SHEET 4 .00 41 / �� / 6 \ 6 5. I I P4 5. ' I I 24 �`V 41 1 �1 I SEE NOTE \\` `�� / 4 SHEET 4ool .01 t 5 •" 5 �� DETAIL 2 — ® HEAD JAMB DETAIL 3 — ®THRESHOLD DETAIL 4 aETAIL 3 DETAIL $ �{ ASTRAGAL STRIKE PLATE ASTIWA STRIKE PL47E HINGES TO JAMB & DOOR STRIKE PLATES TO ASTRAM STRIKE RATES TO JAMB o�et g SEE DETAIL 4 ON THIS SHT. .iS° M94, o C—SINX • • • • • • • • • • 1 16 512 \\ SEE NOTE 10 ON SHEET 4 \ y OW NYP. 6.00° M. 3.�iTYP. s �w - --w 3.00".0 ° 12.125' TYfL— 7.0 6.OD x 7.00° TYP TYR SEE DETAIL 3 ON THIS SHE. SOLE DOOR WO WRITES ANCHOR LOCA DOUB�R MOM SIDELITES ANCHOR DATIONS MEWED FROM 04TERIOR RM INTERIOR 2 98 5 5 SEE NOTE 14 2 7 SHEET 4 .00 41 / �� / 6 \ 6 5. I I P4 5. ' I I 24 �`V 41 1 �1 I SEE NOTE \\` `�� / 4 SHEET 4ool .01 t 5 •" 5 �� DETAIL 2 — ® HEAD JAMB DETAIL 3 — ®THRESHOLD DETAIL 4 aETAIL 3 DETAIL $ �{ ASTRAGAL STRIKE PLATE ASTIWA STRIKE PL47E HINGES TO JAMB & DOOR STRIKE PLATES TO ASTRAM STRIKE RATES TO JAMB o�et g SEE DETAIL 4 ON THIS SHT. .iS° M94, o C—SINX 1 16 512 \\ SEE NOTE 10 ON SHEET 4 \ y Ittltl�/Qf�UNTERStNK FOR INSTALLATION ANCHORS F. o i m a • .P �i� tam: 9-11-01 • O G P 8j, 7. GOAM N.T.S. aea er JWJ * _ ant. Em S. SWELL r C r• <u� : om mto r%: BUILM CROPS, INC. S-2104 PhD= 407-644-6957 INV -L OF ��•maa Fac 407-644-2366 MAX OA FRAME MAX. OA FRAME WIDrn SEE DETAIL 2 JaY, ON SHEET 5 _ -I.m IIb Tlff 5 SPACE 0 13.8: 3.0 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • • • • • • • 75"MAX OA_, 37 • FRAME WIDTH •• 0 00 i i • SEE DETAIL 4 . . ... . . . . .. . Il��lal �;f�•; .tf�r� 8.00' 8.58" TYP. TYP. i SO4OLE ODOR WITHOUT SIDETM ANCHOR tOCAIIONS VIEWED FROM INTERIOR S F.,Nn��i� �KTEWMAWAM SEE DETAIL 4 ON SHEET 5 z-0 a PMPWW 6y. DING VIA'% QVC. 9: 407-644-6857 407-644-2366 som M.T.S. oro. W JWJ nay. er S. SAFFELL uxt e% S-2104 SiiEtT ,j,. OF Goo .• . . . . . . .. . . .. . . . . . . . . • • • s • • • • • • • • • • • • • 75"MAX OA_, 37 • FRAME WIDTH •• 0 00 i i • SEE DETAIL 4 i i i • • ON SHEET 5 • :0: • • • • • • •• • • • • • 6;'• •• T1P. 6 TYP. T 6 INP. _ 5 5 6 SPACES SPACES 013.0 81.25" SEE DETAIL 6 W. SHEET 5 OA FPAME HEIGHT(ON Il��lal �;f�•; .tf�r� 8.00' 8.58" TYP. TYP. i SO4OLE ODOR WITHOUT SIDETM ANCHOR tOCAIIONS VIEWED FROM INTERIOR S F.,Nn��i� �KTEWMAWAM SEE DETAIL 4 ON SHEET 5 z-0 a PMPWW 6y. DING VIA'% QVC. 9: 407-644-6857 407-644-2366 som M.T.S. oro. W JWJ nay. er S. SAFFELL uxt e% S-2104 SiiEtT ,j,. OF . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . . . . . .. . . .. . I 50 30 3 • • •• • •• • ••• • •• ••• •• ••• • Q EXTERIOR 50 0.125' MIN.m TEMP. GLASS . • • • • • • •06 ' zr !SHT. •••ICKNESS s • • • • • • •INTERIOR GLACLASS BRE 17 29 50 29 450 2 EXTERIOR 0.500' MIN. f2AZING DETAIL I GLASS THK. 0.125' TEMP. 0.250' AIR ODl LITE FRAME SINGLE PANE GLASS SPACE ob 1/8p TEMPERED GLASS SPARTECH POLYCOM PP5530 C13 38 .25' x .50' 0.125' TEMP.a 0.50 WTERCEPT GLASS INTERIOR {n of g � GLASS STEEL SPACER 3�x�exLe a BITE SEE NOTE 8 17 28 29 50 49 ON SHE 4 i5 EXTERIOR 0.125' TEMP. GLAM TRINITY LITE DETAIL RAME GLASS 1/2'INSULATED TEMPERED GLASS 1LUPOY EU -5007 .000 MIN. GLASS TNK 750' AIR SPACE ® P e 1 75' x .50' WmIcIr L 0.125' TEMP. ALL 0"GGG CMONRWIMTTONS INTERIOR" STEEL SPACER GLASS SHALL COMPLY WITH SAFETY GLASS 0.50GLAZING REQUIREMENTS OUTLINED &:� BITE IN FBC SECTION 2406.te 50 4 49 SEE NOTE 8 P��SF n�q ON SHi 4 .�: GLAZING DETAIL 3 _� 7 : o Fropmed 6y. SO" N.T.S. TRINITY LITE FMWE * : yt : orva er JWJ 1' INSULATED TEMPERED GLASS o . T T Q aExc sn S. SAFFELL LUPOY EU -5007 T� '•. to .' DRWM Nros W Phmxx 407-644-6957S-2104 Fnmmne Fw 407-644-2368 s oR . ..• 0:0 . .. •. . ... .. •.. ... . . . . . . • . . . . . . ... . . . . .. . 1.670" 1.670. 1.670° 1.670° • • • • 1210" %�/�� 1.0001 1.000" •1•Q42" i ODOR BOTTOM RAIL 12 24GA (0.0217 STEEL OAR HINGE SOLE DOOR STOE f3 FINGER JOINTED PONDEROSA �7 LVL PINE WOOD 11 LVL • • • • 0.513' r- i.Ti45" --1 L o.52s' 0.360" � o.�o• 1.544" 0.831° r 0.140' 1.750' -I 0.530" 2.521' cam Q STEEL BOBTTOM RAIL 10 SCHLEGEL G -LW ODS650P POLYPROP. MDF x 3.0' LONG PSC LTTE KR HAMM 1.500' APPROVED UNDER Noa 7-0828.01 1250° 1.109° r 0.868° 0.482' 0.585° 0.824"0 � O T O 1.750" 2.500" 1.736'0.675 F1ASTRAGAL HAS TWO 0.3125° O 2.137°1.012 a 9D1A x LONG BOLTS; O 1 ON TOP, 1 ON BOTTOM O 1�----� 1.025' OASTRAGAi MPERIAL) ASTRAGAL STRIKE PLATE 52 DOOR LATCH STRIKE PLATE l LATCH OFAD 6063 -TB ALUMINUM 41 (IMPER4L 0.125" STEEL) O STEEL OBOLT STRIKE PLATE STEEL 11.875" DUL VARIES WITH HARDWARE USED WOOD LOCK BLOCK 15 FINGER JOINTED PONDEROSA PINE 4.5625• • • •�- NM L " 0.50D' i i.•. :0 i 2 3 • 4 H1 MGM JOINTED • . • • • • e • PONDEROSA PINE .......... 1.544' Lf- 1.750'-4 iii----------- 2.519" 47 POLYPROP TRINm PLASTIC UTE KIT MATERIAL APPROVED UNDER NOa 7-0828.01 ®0 5' 0.375' --4 �-� 3 ' QUARTER ROUND Tv 32 SIDIIRE STOP 2.040' PINE 1.375' r- L --��- MULLION CAP PINE (81.25° LONG) r1.710' 3* cue 0 0 0 0 I I-- 4.000' --I 04. HAGER STEEL BUTT HINCE x 4' x 0.097° THK. Sfffl 0 II L 4.041' Prcpaw 8y: n Rum DROPS Moo�eo. sr: JWJ o S. SA m S-2104 _L OF. NOTICE OF PRODUCT CERTIFICATION . . ... . . . . ... Company: JEL.D-WEN Exterior Doors •'• Celrt?fi jtjon No.: NI.01.1082 3737 Lakeport Boulevard � %: eer>3fic-atton Date: 05101/2012 Klamath Falls, OR 97601 "' '� Expiration Date: 08/31/2015 .. . . . .. ... .. Product: "Energy Saver/Contour" Opaque*y;Q-jdge;S jeP.I Door w/ or w/o Sidelites (wood frame) .. . . . . . ... .. Specifications Tested To: TAS 201/202/203-94 The "Notice of Product Certification" is only valid if (he NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www. Nam ice rtitication.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI,). Tel: (804) 684-5124/Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: 0 1 0 Inswing Glazed Design Water Missile Test Report Number Configuration or or Maximum Pressure Test Impact & Outswing Opaque Size Pos/Neg Pressure Rated Comments s X OIS Opaque 312" x 6110" +6600 10.0 psf Yes CTLA-696W Single Max Panel Size: 3'0" x 61" Installation. Details: S-2104 1-8 OX/XO O/S Door -Opaque 4'5" x 6'.10" +661-70 10.0 psf Door -Yes CTLA-696W Single w/Sidelite Sidelite-Glazed Sidelite-No Max Panel Size: 3'0" x 618" Sidelite DLO: 6" x 413" (1/8" Tempered Glass) Installation Details: S-2104 1-8 OXO O/S Door -Opaque 5110" x 6110" +661-70 10.0 psf Door -Yes CTLA-696W Single w/Sidelites Sidelites-Glazed Sidelites-No Max Panel Size: 3'0" x 6'8" Sidelite DLO: 6" x 51" (I/8" Tempered Glass) Installation )details: S-2104 1-8 XX O/S Doors -Opaque 613" x 6110" +571-57 8.55 psf Doors -Yes CTLA-696W Double Max Panel Size: 3'0" x 6'8" Installation Details: S-2104 1-8 OXXO O/S Doors -Opaque 811" x 6'10" +571-57 8.55 psf Door -Yes +CTLA-696W Doable w/Sideiites Sidelites-Glazed Sidelites-No Max Panel Size: 3'0"x61811 Sidelite DLO: 6" x 5'3" (118" Tempered Glass) .. _ 3astaliation Details: S-2104 1-8 2S071 National Accreditation & ManaQement Institute Inc.14794 George Washingtnn Memorial Hiahwav/Haves.'VA Tel: (804) 684-5124/Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: 0 1 0 MIAMI-DADM MIAMthADE COUNTY PRODUCT CONTROL SECTION 11805 SSV 26 Stred, Room 208 DEPARTMENT OF REGU1.ATORV AND ECONOMIC RESOURCES (REIT} Miami, Flon& 33175-2474 BOARD AND CODE ADMINISTRATION DWISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE, QL4? �) ww�v miemldade.Qovleconamv Clopay Building Products Company 8585 Duke Boulevard Mason, OH 45040 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of consimcfion materials. The documeat1 -1 submitted has ba n'review ed and accepted by Miami Dade County Rut -Product Control Sion to be used in Miand Dade County and other areas where allowed by the Authority Having Jurisdiction (AID). This NOA shall not be valid atbur the expiration date stated below. The Miami -Dade County Product Conixal Sectron (In Miami Dade County) and/or the AHJ (in emu other than Miami Dade County) reserve tate right to have this product or material tested for quality assurance purposes. If this product or material Wis to perform in the accepted rnarmer, the manufacturer will incur the expense of such testing and the AIU my immediately revoke, mo ft or suspend the use of such product or material within their juradiction. RM 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 decked herein, and has been designed to comply with the Florida Building Code, inch ding the High Velocity Hum Zone. DESCRIPTION: Single Car W7 Steel Pan Sectional Garage Door up to 9'-0" Wide w/ Optional Impact Resistant Lites (DP +42.0148.0 PSI+ APPROVAL DOCUMENT: Drawing No. 101702, titled "Single Car W7 pan Door with Impact Resistant Lues", sheet 1 of 1, dated 06/13/20M with revision 5 dated 01/0612012, prepared by Clopay Building Products Company, signed and sealed by Scott Hamilton, P.B., bearing the Miami -Dade County Product Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent 1abe1 with the manufficturees name or 10go,1400 West Market Street; Tm% OWW73, MOM number, the positive and negative design preaSsurs rating, indicate impcetrated if applicable installefin..' • • • • • instruction dumving reference number-, approval number (NOA), the applicable test mar stat'Mmueadiag !MiamiDade County Product Control Approved' is to be located on the door's side track, bakW-' . le, or'l .surf= ...... of a panel. ...:.. 0...... RENEWAL of this NOA shall be considered after a renewal application has bm filed and theca has been Ro e in • • the applicable buiWing code negatively affecting the performance of this 1 • • • • • • • • • TFlUdMATION of this NOA will occur aftthere the expiration date or ifthre has ban a rev6* ,ot'+�range in tip' • 60:600 • • • • mom, use, and/or manufacture of the product or process. Misuse of this NOA as an endorseII W of any PM&Ot, for . • sales, advertising or any other purposes shall automatically terminate this NOA. Failure to ccng yl T any section of this NOA shall be cause for termination and removal of NOA. ' • • • • • • • AI)VE11TISEMENP: The NOA number prided by the words Miami -Dade County, Flosrda, aril followw by the • Wcpiration date may be displayed in advertising liters#are. If any porticnr of the NOA is displayed, thea it " be dome is its entirety. INSPECTION: A copy of this erdim NOA shall be provided to the user by the mapmdacturer or its distributors and shall be available for inspection at the job site at tine request of the Building Official. This NOA renews NOA # 12-0125.09 and consists of this page 1 and evidence pages B-1 and 11-2, as well as approval document mentioned above. The submitted documentation was reviewed by Caurlos M. Utrem, P.E. NOA No 13.062.5.06 a u1�uTv Expim lon Dates August 21, 2018 Approval Date: August 15, 2013 dg ?IA411100 19 P 1 Clonav Building Products Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMMED A. DRAWINGS 1. Drawing No. 101702, titled "Single Car W7 Pan Door with Impact Resistant Lites", sheet 1 of 1, dated 06/13/2008, with revision 5 dated 01/06/2012, prepared by Clopay Building Products Company, signed and sealed by Scott Hamilton, P.E. B. TESTS "Submitted ruder NOA # 08-061& 03" 1. 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) Ford Entry Test, per FBC 24113.2.1, TAS 202-94 5) Tensile Test per ASTM E8 Along with nwked up drawings and installation diagram of 9'x S', 24ga steel garage door Model 94W7 with windows, prepared by American Test Lab, Inc., Test Report No. ATLNC 0305.01-08, dated 05/28/2008, signed and sealed by David W. Johnson, P.E. 2. Test report on Salt Spray per ASTM B 117 of painted 040 galvanized coated panels, Prepared by Stork Materials Technology, Test Report No. 301+60-04-63365, dated 01126/2005, signed by John D. Lee, P.E. C. CALCULATIONS "Submided under NOA # 08-0615.03" 1. lamb anchor calculations, prepared by Clopay Building Products Company, dat64 06/13/2008, signed and sealed by Scott Hamilton, P.E. • • • • • • • • • •oo • .. .... •. ...... D. QUALITYASSURANCE • • • • • • • • • :goo*: :00000 0 0 0 0 1. Miami -Dade Department of Regulatory and Economic Resource (Mk) 00.09; • 0 • •• •• 0.0.0• go• • o 0000•• � • • • Carlos Al. MGM P.E. Product Control Examiner NOA No 13-0625.06 Expiration Date: August 21, 2018 Approval Date: August 15, 2013 E-1 Clonay Building Products Comnanv NOTICE' OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTMCATIO NS 1.- Test report on Accelerated Weathering Using Xenon Are Light Apparatus per ASTM G155 of Lexan SIM432T Clear Polycarbonate, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-06 A002, dated 1.210412006, signed by Rafael 11. Droz-Selo, F.E. 2. Test report on Tensile Test per ASTM D638-96 of Lexan SIM432T Clear Polycarbonate, prepared by Hurricane EnWnecrmg & Testing, Inc., Test Report No. HETI-06-T566, dated 12/04/2006, signed by Rafael E. Droz-Seda, P.E. 3. Test report on Tensile Test per ASTM D638-96 of Lexan SIM432T Clear Polycarbonate, prepared. by Hurricane Engineering & Testing, Inc-, Test Report No - HETI -06-T634, dated 12/04/2006, signed by Rafael E. Droz-Sella, P.E. 4. Test report on Self -Ignition Temperature per ASTM D1929, Rate of Burn per ASTM D635, and Smoke Density per ASTM D2843 of the Lexan Plastic, prepared. by ETC Laboratories, Test Report No. ETC -06-1024-17496.00 dated 05/26/2006, signed by Joseph L. Doldan, P.E. F. STATEMENTS 1. Statement letter of code conformance to 2010 FISC, dated 06/13/2013, signed apd • . pled by Scott Hamilton, P.E. ,. 2. statement letter of no financial interest issued by Clopay Building Products Company, dated 06/13/2013, signed and sealed by Sett Hamilton, P.E. .... ...... � • a ♦•.•� 0000•• • 0000• 0000 • • • • •• 0.000 • •�•• 0000•• � • • � • 0.000• 0000•• • • 000• 0000 • 0 • •0•• Carlos M. utrers, P.E. Product Control Examiner NOA No 13-0625.06 Expiration Date: August 21, x018 Approval Date: August 15, 2013 it -2 LIZ R, �9 i �g g� ..MMMW Wind Load Calculations Doors Replacement at 873 NE 96th Street Miami Shores, Florida 33138 By: CAPLE DESIGN, INC. CA 26021 Carlos A del Pino PE 59888 8040 SW 37'x' TERRACE MIAMI, FLORIDA 33155 Ph. (305) 815-16,V. ... . . . . .. E-mail-, cap/edefgn@gn:aRgjn: October 27, 2014 • •.. . • . •.. .•. . • • • • • • • . . • . . • • • . . . • • . . • • • • •• .. . . • •. .• TOTAL PAGES: 4 MECAWind Version 2.1.1.0 ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2014 www.mecaenterprises.com Date : 10/28/2014 Project No. Company Name : CAPLE DESIGN Designed By CDP Address : 8040 SW 37 TERRACE Description 873 NE 96 STREET City : MIAMI Customer Name : State : FLORIDA Proj Location : MIAMI SHORES, FLORIDA File Location: C:\PROJECTS\2 0 1 4\JULIO SILVA\873 NW 96 STREET\Revised S&S calcs\873 NE 96 STREET.wnd El Waff s Rsof7<0<=27 Wind Pressure on Components and Cladding (Ch 30 Part 1) All pressures shown are based upon ASD Design, with a Load Factor of .6 Width of Pressure Coefficient Zone "a" = 4.7 ft Description Width span Area Zone Max Min Max P Min P ft ft ft^2 GCp GCp psf psf OPENING 18 2.83 6.67 18.9 4 OPENING 18 2.83 6.67 18.9 5 GARAGE DOOR 3.00 12.00 48.0 5 Khcc:Comp. & Clad. Table 6-3 Case 1 Qhcc:.00256*V^2*Khcc*Kht*Kd • • • • • • • • • • • • • • • • • • • • • 0.95 -1.05 46.60 -50.72 0.95 -1.30 46.60 -61.07 0.88 -1.16 43.65 -55.17 1.03 41.19 psf rJ MWFRS-Wall Pressures for Wind Normal to 55.5 ft wall L/B = ph: Net Pressure at top of wall (windward + leeward) _ p0: Net Pressure at bottom of wall (windward + leeward) _ ps: Side wall pressure acting uniformly outward = .55 * ph = pl: Leeward wall pressure acting uniformly outward = .36 * ph= pwh: Windward wall pressure acting uniformly outward = ph-pl = pw0: Windward wall pressure acting uniformly outward = p0-pl = See Fig 27.6-2 for Parapet wind Wall Pressures See Table 27.63 El atlon Roof Pressures See Table 27.6-2 Mean Mof ht. 1.14 46.83 psf 46.83 psf 25.95 psf 17.07 psf 29.76 psf 29.76 psf Net Wind Pressures on Roof (Table 27.6-2): Exposure Adjustment Factor = 1.214 Zone Load Casel Load Case2 psf psf 1 -42.87 6.26 2 -29.55 -8.74 3 -43.76 .00 4 -39.06 .00 5 -32.01 .00 Note: A value of '0' indicates that the zone/load case is not applicable. • • • • • • • • ••• • • • • ••• • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2 3 MECAWind Versi®n 2.1.1.0 der ASCE 7-10 Developed by MCA Enterprises, Inc. Copyright 2014 www.mecaenterprises.com Date 10/28/2014 Project No. Company Name CAPLE DESIGN Designed By CDP Address 8040 Sw 37 TERRACE Description 873 NE 96 STREET City MIAMI Customer Name State FLORIDA Proj Location MIAMI SHORES, FLORIDA File Location: C:\PROJECTS\2 0 1 4\JULIO SILVA\873 NW 96 STREET\Revised SSS calcs\873 NE 96 STREET.wnd Directional Procedure Simplified Diaphragrm Building (Ch 27 Part 2) All pressures shown are based upon ASD Design, with a Load Factor of .6 Basic Wind Speed(V) = 175.00 mph 25.77 psf pl: Structural Category = II 18.13 Exposure Category = D Windwarl•iaaA pr6iss*ure actiirig uniformly outward = Natural Frequency = N/A psf Flexible Structure = No p0-pl = Importance Factor = 1.00 Kd Directional Factor = 0.85 Damping Ratio (beta) = 0.01 • • • • • • • • • • Alpha = 11.50 Zg = 700.00 ft At = 0.09 Bt = 1.07 Am = 0.11 Bm = 0.80 Cc = 0.15 1 = 650.00 ft Epsilon = 0.13 Zmin = 7.00 ft Slope of Roof = 3 : 12 Slope of Roof(Theta) = 14.04 Deg Ht: Mean Roof Ht = 11.75 ft Type of Roof = Hipped RHt: Ridge Ht = 15.50 ft Eht: Eave Height = 8.00 ft OH: Roof Overhang at Eave= 1.50 ft Roof Area = 3773.00 ft^ 2 Bldg Length Along Ridge = 55.50 ft Bldg Width Across Ridge= 63.30 ft Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht = 7.05 ft lzm: Cc*(33/Zm)^0.167 = 0.19 Lzm: 1*(Zm/33)^Epsilon = 535.95 ft Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 = 0.92 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.89 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient = +/-0.18 Topographic Adjustment 0.33*z = 3.88 Kzt (0.33*z): Topographic factor at elevation 0.33*z = 1.00 Vtopo: Adjust V per Para 27.5.2: V * [Kzt(0.33*z)]^0.5 = 175.00 mph Net Wind Pressures on Walls (Table 27.6-1 Wall Pressures do not include effect of internal pressure MWFRS-Wall Pressanem Sos Wind• Norugbl to 63.3 ft wall L/B i i •.i i i i: i = 0.88 ph: Net Pressure. at•:;4:o? wa:.I: (J].ndward + leeward) = 47.72 psf p0 : Net PressuM a" bot•eom•of• wRal`1• (windward + leeward) = 47.72 psf ps: Side wall pressure acting uniformly outward = .54 * ph = 25.77 psf pl: Leewardowallopressmre•actisigbuniformly outward = .38 * ph= 18.13 psf pwh: Windwarl•iaaA pr6iss*ure actiirig uniformly outward = ph-pl = 29.59 psf pw0 : Windward valil• pressu1a. act T% uniformly outward = p0-pl = 29.59 psf ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Sipped Roof Roof Overhang Loads (Figure 27.6-3): Load Case 1: Povh1: Overhang pressure for zone 1 Povh3: Overhang pressure for zone 3 Load Case 2• Povh1: Overhang pressure for zone 1 Povh3: Overhang pressure for zone 3 Roof Op pre=m from tubte I OIC Pj "iced Dimlion •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • • • ••• ••• • • • • • • • • • • • • • • • • • • • •• • • • • • •• ••• • • • • ••• • • • • • • • • • • • • • •• • •• • • • • •• ••• • • ••• •• • -32.15 psf -32.82 psf 4.70 psf .00 psf rd