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WS-06-2719Inspection Number: INSP- 153634 Permit Number: WS -11 -06 -2719 Scheduled Inspection Date: December 01, 2010 Inspector: Bruhn, Norman Owner: DESIR, MATHIEU Job Address: 104 NW 102 Street Miami Shores, FL 33138- Project: <NONE> Contractor: HOME OWNER Building Department Comments CHANGING SOME WINDOWS IN THE HOUSE,REPLACING THE ONES THAT ARE BAD RENEWAL FEE WAIVED BY CLAUDIO. 3/6/08 PERMIT RENEWED 7/16/10. CUSTOMER PAID 100.00 BALANCE 90.00 PENDING TO BE PAID. Cl 1STOMFR PAIf 10/18/10 An nn CASH November 30, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number (305)754 -7711 Parcel Number 1131010220130 Passed. ���� Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 152450. CREATED AS REINSPECTION FOR INSP- 149058. CREATED AS REINSPECTION FOR INSP- 77578. CREATED AS REINSPECTION FOR INSP- 31488. FINAL WINDOWS No one home, no access to do inspection. Reschedule inspection when someone is home. 3/11/08 CG Shutters must be installed and approved prior to the window inspection. Windows are missing anchors all over. STOPPED INSP. Windows still missing anchors. Shutters approved. NB Mr.Desir 786- 237 -1307 No Access NB For Inspections please call: (305)762 -4949 Page 25 of 32 NOV 0 g 2006 BY:_ _l2 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Owner's Name (Fee Sim le Titleholder) Owner's Address.. ids Tenant/Lessee Name �7 Al City 7 /a4"1 State Job Address (where the work is being done) Architect/Engineer's Name (if applicable) Value of Work For this Permit $ '� �®o Scanning $ ( ' �. Radon $ ktl2- � Miami Shores Village ., 'kw( uilding Department 50 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 � � Permit No a M Master Permit No. Electrical Plumbing Mechanical Roofing ,/ i 1 A 77/ In/ ����' Phone # -W6_005 /0 s M/ rh, 's AA `` ict , Zip 3 31 r� ^ /v z / Aw e /t ? sr: Bond $ Code Enforcement $ Double Fee $ Phone # 5ej Zip SiS City Miami Shores Village County Miami -Dade FOLIO / PARCEL# /1-- 3/q/-02 . ?..-p_/...3 Is Building Historically Designated YES NO 1/ Ctractor's Company Name aolef Phone # Contractor's Address -n City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Phone # Square / Linear Footage Of Work: Type of Work: ['Addition ❑Alteration ❑ 1 Neew ❑ Repair/Repl [I Demolition Describe Work: C ivahvg S D e k) ' )D®id 1A) /?emo� 4: r ayes /14 hi 1 If ********* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *F * * ** Submittal Fee $ Permit Fee $ 300' CCF $ 1 • LO CO /CC Notary $ t=-) — Training/Education Fee $ a 40 Technology Fee $ 1. 5 Zoning $ DPBR $ Structural Review. $ Total Fee Now Due $ 52(0. 0 See Reverse side -4 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS. and 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 be approved and a reinspection fee will be charged Signature l Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of OCT ,2o(( , by %At e/ '3>rfir , day of , 20 , by who is personally known to me or who has produced -- Div/7f J `/ : who is personally known to me or who has produced .60 As identification and who did take an oath. as identification and who did take an oath, NOTARY PUBLIC: _ �� NOTARY PUBLIC: 040 moo 1 kto osS° r A ate=! Sign: I� �� 04 . soto Sign: Print `l)�?l a ! ' l * . Print: My Commission Expires: ti� My Commission Expires: Signature ** *** * *,* ** * * * * ** * * **** *,* * * *** ** **********************************,***,********,* * * * *,* * * * * * * * * ** * * * * ****** * * * ** APPLICATION APPROVED BY: 6 ) 1t/ 6 30 Plans Examiner Engineer Zoning (Revised 02/08/06) Issue Date: 12/5/2006 Owner's Name: MATHIEU DESIR Permit Type: Windows /Shutters Work Classification: Window /Door Replacement Job Address: 104 102 Street NW Additional Information Miami Shores Village, FL 33138- Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 06/03/2007 Contractor(s) HOME OWNER Phone Primary Contractor Yes Type of Work: WINDOWS Additional Info: No of Openings: 10 Classification: Residential 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 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. Futhermore, I authorize the above -named contractor to do the work stated. Fees Due CCF Education Surcharge Notary Fee Permit Fee Permit Fee Scanning Fee Technology Fee Total: Amount $1.20 $0.40 $5.00 $110.00 $190.00 $12.00 $7.50 $326.10 Building Department File Copy Applicant Signature Parcel #: Block: Section: Permit Status: APPROVED Permit Number: WS -11 -06 -2719 Phone: (305)754 -7711 1131010220130 Lot Total Square Feet Total Valuation: Re • uired Ins • ections Window Door Attachment Shutter Attachment Final Shutters Final PB: 0 $ 1,500.00 Invoice Number WS - 11 - 06 - 26614 Total: Amt Due $326.10 Amt Paid !DEC 0 8 PAID NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. CHANGING SOME WINDOWS IN THE HOUSE,REPLACING THE ONES THAT ARE BAD RENEWAL FEE WAIVED BY CLAUDIO. 3/6/08 Passed , . Inspector Comments FINAL WINDOWS // e ._ 626 ...„64.1..4 ;:ez- "/"/ L 1 Failed 4 Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 03/11/2008 Inspector: Grande, Claudio Owner: DESIR, MATHIEU Job Address: 104 102 Street NW Project: <NONE> Tuesday, March 11, 2008 Miami Shores Village, FL 33138- Contractor: HOME OWNER Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 MAR ' J Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Block: Phone Number (305)754 -7711 Parcel Number 1131010220130 Lot: Page 1 of 2 CHANGING SOME WINDOWS IN THE HOUSE,REPLACING THE ONES THAT ARE BAD WA 1 CI o0 Passed Inspector Comments Nc o li `- L'S.i 7 /06 tc c5 - Failed t71 Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until 444 7 Inspection Date: 03/10/2008 Inspector: Rodriguez, Jorge Owner: DESIR, MATHIEU Job Address: 104 102 Street NW Project: <NONE> Miami Shores Village, FL 33138- Contractor: HOME OWNER Building Department Comments Thursday, March 6, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Windows /Shutters Inspection Type: Final Shutters Work Classification: Window /Door Replacement Block: Phone Number (305)754 -7711 Parcel Number 1131010220130 Lot: Page 1 of 2 CHANGING SOME WINDOWS IN THE HOUSE,REPLACING THE ONES THAT ARE BAD Passed Inspector Comments FINAL WINDOWS 0 0 pi-4A - TA !Pro s - 3 - t ® - Failed /t4 ti-- Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Date: 03/10/2008 Inspector: Rodriguez, Jorge Owner: DESIR, MATHIEU Job Address: 104 102 Street NW Project: <NONE> Miami Shores Village, FL 33138- Contractor: HOME OWNER Building Department Comments Thursday, March 6, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Block: Phone Number (305)754 -7711 Parcel Number 1131010220130 Lot: Page 2 of 2 PERMIT #: APPROVED ZONING DEPT BLDG DEPT MAW, SUBJECT TO COMPLIA fE VVITH AL FEDERAL STATE AND COUNTY RULES AN D R TIONS . . 0 0 • • • • • • .. 4, • • • • • • • • 0 • 0 0 0 • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • . eeeee • • • • • ••• • •• •• •• • • • 10 0 lb 0 • • • • • • • • • • • • • • • • • • • • 0 0 0 • • • • • 0 0 .• • • • •• • 0 0 0 0 • • • 0 0 0 • • Eg@MEWM1 ijt NOV 0 2006 B (1(,.. Miami Shores Building Department Product Approval Schedule / Comparison Chart Address: /OV Al/al /OZsr Permit No. 06-- 271 Opening 6 1 5 c- 9 11UVEL) Description of Window or oor or Mullion u.);,r.c401,3 eNAnvl r-'63 re_ 11)t WO Miami Shores Vilage A ,Z H1NG DEPT ELDG DEPT -"- SUBJECT TO COM CE WITH ALL FEDERAL b Y STATE AND COUNTY RULES AND REGULATIONS Product Acceptance Number ,711•1111 DATE Product Approval Design Pressure (+) PSF (-) PSF Opening Design Pressure ( - 1 - ) PSF (-) PSF Rough Opening Size Shutter Required Yes / No i■/0 ry 0 Mullion Required Yes / No Nn Rio o Impact Yes / No .1 4 ) NOV 1 7006 BY: -------- L(9■c 11 tA4 ODj 73_,acsi --- $e.yess uJvi a oto 37 $ 51 RicJici.1- W 11 )( 5 0 53 ?O As ul e Nc . -.1 g LP k' j -- 1 LA ^A E., 5 ' tr, ti A SO • Y& , — a,— 6. HJ X 50 s/B Rak.rr.e. 12' olop vxn s cs.6-3 IgitL2 ' LI R6ti .....1 ,.‹. t.3 0 1) 4. •k ...j.0 Miami Shores Building Department Product Approval Schedule / Comparison Chart Address: /pt/1j/Gt) j0 Z 57, Permit No. Opening Description of Window dl) or Door or Mullion i 4W/; g I // &C )4.7 776 Product Acceptance Product Approval Design Pressure • . ( +) PSF ( -) PSF Number c c Opening Design Pressure Rough Opening Size Shutter Required Yes / No Mullion Required Yes / No Impact Yes / No M I A MS BUILDING CODE COMPLIANCE O (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Florida Storm Panels, Inc. 14475 N.W. 25 Avenue Opa Locka, Flaaida 33054 NOV 2. 1 nVi c3G-2gict MLAMI DADS COUNTY, FLORIDA MgrRO DADS FLAGLER BUILDING 140 WEST FLAGLER STRUT, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375-2908 SCOPE: This NOA is being issued under the applicable rules and The documentation submitted has been reviewed by Miami-Dade by the Board of Rules and Appeals (BORA) to be used in Miami Dade the Authority Having Jurisdiction (AHD). 'Ibi NO shall not valid after expiration date beI on ae sate 4 unty Product Control 'Ibis NOA sl L�LL not be 777�1id after the t i f l ! �• 4 Division (In Mimi Dade County) and/or the AHJ (in areas other L i ., f : xp i. 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 mangy 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. BORA reserves the right to revoke this acceptance, if it is detemrined by Miami-Dade County Product Control Division 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 IligKelocity Hurricane . Zone of the Florida Building Code. • • • . • DESCRIPTION: 0.029" (min.) Galvanized Steel Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 02-868-111, titled " 22 ga Galvanized Steel Sty Panelq r, shrets 1 • through 4 of 4, prepared by Frank L. Bernardo, P.E., dated November 18, 2002, last revisiot dated Jahuaff3 02, • 2003 bearing the Miami-Dade County Product Control Approval stamp with the Notice of " tancenuer and approval date by the Miami -Dade County Product Control Division. • • • • . MISSILE IMPACT RATING: Large and Small Msnle Impact • • • • • • • LABELING: Each panel stall bear a permanent label with the manufacturer's name or ldgo,.eity, state 4the following statement: "Miami -Dade County Product Control Approved, unless otherwise noted Lavin? ; . • : RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product TERMINATION of this NOA will OCCIff after the expiration date or if there has been arevision or change in the materials, use, and/or manufacture of the product or process. Vfisuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminae this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. 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 as well as approval document mentioned above. The submitted documentation was reviewed, by Helmy A. Makar, P.E. • NOA No 02- 1120.02 Expiration Date: 01t2312008 Approval Date: 0112312003 Page 1 • • • • • • • • • 1 i AN65IOR LOAD (3of1 SPANS UP TO 8.50 ft CONN TYPE G 7 G8 SPANS UP 7 f0 i 8.67ft CONN TYPE C7 C8 8.0" 6.9" 5.7" 5.0" 5.0" 114" • 1414" 811890 39 16.0" 18,3" 13.6" 9.1" 7.8" ELCO TAPCON 48 16A° 13.2' 11.8" 8,4" LEAD SHIELD ANCHOR Ik GUN 3320 PSI CONO) 65 162 10.6" BO 6.9" 65 T (i) • 369.40 68 12.9" 6.2" 8.5' 6.0" 8.9" Vmp ,Qb) 380.00 72 11.8" 83" 0.8' 6.0° 8.0" 14"•7 39 19.0" 180' 15.2 10.7 6.2" ALL- poINT680yDseT 45 1•7 14.7" 13.2" 83" 3.8" LEAD VIEW ANCHOR • 55 18,0° 127 10.9' 7.6" V 188.60 'Nip (61) a 428 65 144" 10.2" 9.5" 6.7 O )e 461 72 13.0" 9.2" 9.6" 8.r h = 9.1" u4' x2 , BM850 39 180" 11.6" 10.3" 1.4" ` ELCO PANEI.MATS 46 14.1" 10.1" 8.9" 8.4" ;�,- ,,;. 041N 3320 PSI CONC) * 55 11.5" 02" 7.3" 8.2" Toap pb) • 207,60 58 9.7" 7.0" 8.4" 4.5" war 6b) a 26240 72 _ 8.8" 5.3" 8.4" 4.8" _� X30113 01 MOTION 114' x 1414' EfA820 ELOOTAPOON Tamp (9•) • 174.60 Vaapp ) a 315.00 39 45 65 86 72 12.6" 10,9" 87 7.5' 8.8" 15.2" 7.1" 5.8" 4.9" 4.6" 8.0" 6.9" 5.7" 5.0" 5.0" 52 4.5" 3.7" 3.3" 3.7 1/41(747 EMBED 30 18.0' 12.3" 10.4" 7.8" W.L.POINTO SOLID.SET 48 147 10.7" 9.0" 6.6" LEAD SHIELD ANCHOR Ik 65 11.7" 8.7" 7.4" 6.8 l'sap 011). 269 65 9.9° 72 6.5° 4.9" was (r01* 249 72 8.9" 6.7" 8.8" 4.9" 1/4' a 1 -14' EMBED 39 11.2" 8.0" 7.1" 5.1" Soo PANE1IM1E 46 8.7" 6.9" 6.2" 4.4" * 55 7,9" 5.8" 80" 3.8" rasp ((6) • 201.50 66 6.7' 4,0" 44" 3.7 V 188.60 72 8,1" 4,3" - 4.4` 3.2' T3 ANCHOR SPACING SCHEDULE ANCHQ2 NOTES: I 88 4.4 A4D LOA:JB 7'7094 WERE ARE FOR DETER-ENING AND.OR SPACING 014Y. ALLOWABLE STOW. PANEL SPANS FOR SF8CIR10 LDAD8' 1181 I19E L IIITED To '8056 P its MA1t ALL4OWAISL5 SPAN Gamma.E /TAMS Tr L. ENTER *404091 BC+iEDl0.E BASED ON rue 8KIS *I.Im 87910109E MATERAL ° 41.CNOR TYPE. mac- DE81ON LOAD GREATER TWUI OR EOEA1. To NEGATIVB DESIGN LOAD 0. SKITTER ANC. SELECT SPAN GREATER THAN OR 60411'10 81491914 6P44 3. 8ffi.60T GO<A$:CT10N "'P• BASED 477 APPROPRIATE MOWING CONDITION (BEE 110 4TNO DETAILS R. 849916 2 4 3 FOR 'DEVIPICATION OP 00549CTIO, TYPE). 4 . .0140.1098 SHALL se 14614.137 N 400084RCE Iota 11ANWAC/01 ' 5600'1'8140.411089. 8 WERE SKEWING STRIDERS G so= MATTING, 2i051NG 00'7'048 •147 VAR`'. FIELD WISPY "441 "4818NEV8 AKE N 9,000 FRAMho PlErISERS. NOT PLYWOOD PASTERNS TO P TWOCD IS ACCBPrA&.E ONLY FOR ODE CLOSERS PIECES • • .•. • • •• • .. .. • • • • . .. • • • ••• • • • • • • • • • • • - ANCNOR SPACiNG SCHEDULE `JtINSIDE MO URT MOUNT) �1r t1- i ' T-: 7. 1•: Tn: I ': f •• •• • • • ANCHOR • : 1.1304 • x1414 39 91.00 TAPCON 45 (MIN 3819 P81 CONO) 55 Tamp (00 • 48346* • )m4 • 42 114•1 A LL.PolNrs E V6ap )) • 439 10x D BLCO PANELMAT@ MIN M � )*� woo (1b) a 666.00 Cit 65 72 39 45 * 58 85 72 1= 0'•4'.' ' 1 150" • 160' 101" 11 i# 0" •150" • 1E0" ' • i8. 128" 18.2 5.3' 15,0' 9.8" 18.0" 5.3" 157 110" 180' 127 10.0" 18,0" 180' 8.8" 18.0" 16.0" 110" 57 16.0' 11.0" 10.0" 4,8' 180" 8.8" 18.0" 4.7 16.0" 0.75' 5008 DIST 0 Gam L44 8056009 "4813141,7 NAR (70 F405 01 MD PRAWN+. FASTENER WALL. BE LOCATED "4 091413® OP *405144., w' x 4' 09144 200D 6TJD 04' EDGE 0184A'939 18 4008PT40LE POP 09300 994'78'4 WOOD STED 61441E E8 '841149141 PRE' 0.096 OR CREATES 091491 - -. _AS SCREW SLALL .1A99 PHILLIPS PAN ..SAO OR REP HEAD. 088,0NATE8 RRM4 4NG10RB.1 4TH POR DIRECT 19 450 a10'4L44TION8 1. . 19404818 0 4940. 81441.E HAW 5' ca I!• ' q 9001 * Ei 'UIT 00 O}' THREADS 84 BASE A> APD MAT HAVE EITY READ. ER A PAN TRIOS 42,10. OR WAFER 1.244 /SIDEWALK Hail ,10O 0 511701" E •ESED E? 4T AND GE DISTANCE 017CL1DE0 STI0 OR 4A..L P:14111430 10. ® 09SWNAT9S ,aTC'.tlR =Noma* ORKIN A S NOT AC88 a C_ TABL6 8014 FOR 1{68. 114' PSNETR. LAG SCREW rasp NS* 234.00 V..,. .)a 90.74 /1 Y • EMBED BRASS BUSHING 1l429 SCREW T080 511)* 23130 V..:,.:i. •232.60 8.5" 8.7" 5.3" 4.6" 45" 3.9" 4.1" . 3.5" 5,4" 5.4" 4.4° 4.8' 3.7' 4.1" 3.3" 112" 8.0" 92" 8.5" 7.8 8.8' 7.0" 8.0" 9" 42' 3.4' 3.4" 3.0" 3.0" 7.1" 5.8" 5.1" 5 1" 5. ' 5.1" 4,1" 3.7" 3.7" AppLa1'd a camP$Ia6 with 874 Mortis ANCHOR SPAC'NG SCHEDULE (INSIC>E MOUNT PANELS, TRAP MOUNT) SWEET: 4 OF 4 1 ,.. x , ...... 38 46 8$ 1 1s.r 180" 18A" 187 1 =+ • • TAPCON 45 18.0" 16.0" 62 13.4" 18.0" 55 11.0" 15.0' 37 11.0° leap 00)4 21E00 68 6.4" 142 : :; or V... • 39a06 72 57 1 13.7 12.8" 12.8' 8.4" 7.7 628 100" 3.8" 8.2" 825' 0.7" 3.6" 8.0" 826" a7" 3.7 6.0" 6.25" 9.r 3.6" CO". 1. 0* 1; :% ' 8N91R. WOOD SCREW 12 1= •L.Poe'm9 S0L104ET 45 16.0' 180 8.5 18.7 LEAD8'SELDANCHOR 4 55 18.0" 16.0" 5.5" 16.0" Asp ( 398 65 10.6" 18.0' 4.4" 15.9" V.. 4. "249 12.7 13.5" 57 6.25" 10.7 4.1" 3.1" 826 10.4" 3.9° 6.25" 10.4" 39" 8,26' 10.4" 3.9* 10.4' 162 4.4" 16.9° 114" 814/4'063E0 5.3" Q •° 11 14. ,. CO PANELMA78 45 15.0" 180° 4.8' 126" * 65 10.3° 110° 37 10.3" Trap (81) • 204.78 85 8.0" 13.7" ,. 9.1° •233.60 72 4.7 1 4" h = 9.1" T3 ANCHOR SPACING SCHEDULE ANCHQ2 NOTES: I 88 4.4 A4D LOA:JB 7'7094 WERE ARE FOR DETER-ENING AND.OR SPACING 014Y. ALLOWABLE STOW. PANEL SPANS FOR SF8CIR10 LDAD8' 1181 I19E L IIITED To '8056 P its MA1t ALL4OWAISL5 SPAN Gamma.E /TAMS Tr L. ENTER *404091 BC+iEDl0.E BASED ON rue 8KIS *I.Im 87910109E MATERAL ° 41.CNOR TYPE. mac- DE81ON LOAD GREATER TWUI OR EOEA1. To NEGATIVB DESIGN LOAD 0. SKITTER ANC. SELECT SPAN GREATER THAN OR 60411'10 81491914 6P44 3. 8ffi.60T GO<A$:CT10N "'P• BASED 477 APPROPRIATE MOWING CONDITION (BEE 110 4TNO DETAILS R. 849916 2 4 3 FOR 'DEVIPICATION OP 00549CTIO, TYPE). 4 . .0140.1098 SHALL se 14614.137 N 400084RCE Iota 11ANWAC/01 ' 5600'1'8140.411089. 8 WERE SKEWING STRIDERS G so= MATTING, 2i051NG 00'7'048 •147 VAR`'. FIELD WISPY "441 "4818NEV8 AKE N 9,000 FRAMho PlErISERS. NOT PLYWOOD PASTERNS TO P TWOCD IS ACCBPrA&.E ONLY FOR ODE CLOSERS PIECES • • .•. • • •• • .. .. • • • • . .. • • • ••• • • • • • • • • • • • - ANCNOR SPACiNG SCHEDULE `JtINSIDE MO URT MOUNT) �1r t1- i ' T-: 7. 1•: Tn: I ': f •• •• • • • ANCHOR • : 1.1304 • x1414 39 91.00 TAPCON 45 (MIN 3819 P81 CONO) 55 Tamp (00 • 48346* • )m4 • 42 114•1 A LL.PolNrs E V6ap )) • 439 10x D BLCO PANELMAT@ MIN M � )*� woo (1b) a 666.00 Cit 65 72 39 45 * 58 85 72 1= 0'•4'.' ' 1 150" • 160' 101" 11 i# 0" •150" • 1E0" ' • i8. 128" 18.2 5.3' 15,0' 9.8" 18.0" 5.3" 157 110" 180' 127 10.0" 18,0" 180' 8.8" 18.0" 16.0" 110" 57 16.0' 11.0" 10.0" 4,8' 180" 8.8" 18.0" 4.7 16.0" 0.75' 5008 DIST 0 Gam L44 8056009 "4813141,7 NAR (70 F405 01 MD PRAWN+. FASTENER WALL. BE LOCATED "4 091413® OP *405144., w' x 4' 09144 200D 6TJD 04' EDGE 0184A'939 18 4008PT40LE POP 09300 994'78'4 WOOD STED 61441E E8 '841149141 PRE' 0.096 OR CREATES 091491 - -. _AS SCREW SLALL .1A99 PHILLIPS PAN ..SAO OR REP HEAD. 088,0NATE8 RRM4 4NG10RB.1 4TH POR DIRECT 19 450 a10'4L44TION8 1. . 19404818 0 4940. 81441.E HAW 5' ca I!• ' q 9001 * Ei 'UIT 00 O}' THREADS 84 BASE A> APD MAT HAVE EITY READ. ER A PAN TRIOS 42,10. OR WAFER 1.244 /SIDEWALK Hail ,10O 0 511701" E •ESED E? 4T AND GE DISTANCE 017CL1DE0 STI0 OR 4A..L P:14111430 10. ® 09SWNAT9S ,aTC'.tlR =Noma* ORKIN A S NOT AC88 a C_ TABL6 8014 FOR 1{68. 114' PSNETR. LAG SCREW rasp NS* 234.00 V..,. .)a 90.74 /1 Y • EMBED BRASS BUSHING 1l429 SCREW T080 511)* 23130 V..:,.:i. •232.60 8.5" 8.7" 5.3" 4.6" 45" 3.9" 4.1" . 3.5" 5,4" 5.4" 4.4° 4.8' 3.7' 4.1" 3.3" 112" 8.0" 92" 8.5" 7.8 8.8' 7.0" 8.0" 9" 42' 3.4' 3.4" 3.0" 3.0" 7.1" 5.8" 5.1" 5 1" 5. ' 5.1" 4,1" 3.7" 3.7" AppLa1'd a camP$Ia6 with 874 Mortis ANCHOR SPAC'NG SCHEDULE (INSIC>E MOUNT PANELS, TRAP MOUNT) SWEET: 4 OF 4 1I4'a2"TNREAD PENETR. LAO SCREW 38 46 8$ 1 1s.r 180" 18A" 187 1 .. T 85' 5.8' 18.04 18.0" 01 a 03 C4 reap pb) • 359.63 88 10.6" 18.0" 4.4° 18.0" 12.5" 16 180" 12.5" 180" 15.0" 16.6" 12.5" 110" 18.0' 152 126' 167 11.5" 127 12.5" 18.0" 7.1" 82 b • 82.97 72 82° 18.0' 4.4' 18. .' .. 4x1.12'THREAD �: 18.'` 8.r 12.8" 12.8' 8.4" 7.7 628 100" 3.8" 8.2" 825' 0.7" 3.6" 8.0" 826" a7" 3.7 6.0" 6.25" 9.r 3.6" CO". 1. 0* 12.5" 10" 16.7 10" 18. 12.5" 15.0" 162 13.1" 12.2 18.0" 14.3" 11.0" 12.5" 18.0" 88" 87 12.6" 189" 9" 6.4" ' 8N91R. WOOD SCREW 46 16.0" 18.0" 6.5* 14.4" 55 11.8" 16.0' 17 118' 123' 16.0' 5.7 37 125" 18.0' 8.8 1° 128 180° 8.7 12.5" 18,0" 8.0" 125" 16.0" 8,0" Top (16) "234.00 85 87 18.7 12.7 13.5" 57 6.25" 10.7 4.1" 3.1" 826 10.4" 3.9° 6.25" 10.4" 39" 8,26' 10.4" 3.9* 10.4' 7/1 • E413€0 39 811488 8138319013 48 11420 SCREW 4 55 Tamp (50.23140 72 Vamp 011) • 232.50 130 V .. • • 96.74 72 5.3" 14.7 10.4" 18x''° EMBED 39 1' ' 1 '' 8.'" 1< .` BRASS BUBR9N0 d, 45 190" 16,0" 8.5' 142° 114.20 806601 F 55 117" 18.0" 35' 11.7" Tap (D) • 23150 85 8.7 165" ` 10.7 Way 6 •23240 72 5.3" 14.0" ;�,- ,,;. 10.3" T3 ANCHOR SPACING SCHEDULE ANCHQ2 NOTES: I 88 4.4 A4D LOA:JB 7'7094 WERE ARE FOR DETER-ENING AND.OR SPACING 014Y. ALLOWABLE STOW. PANEL SPANS FOR SF8CIR10 LDAD8' 1181 I19E L IIITED To '8056 P its MA1t ALL4OWAISL5 SPAN Gamma.E /TAMS Tr L. ENTER *404091 BC+iEDl0.E BASED ON rue 8KIS *I.Im 87910109E MATERAL ° 41.CNOR TYPE. mac- DE81ON LOAD GREATER TWUI OR EOEA1. To NEGATIVB DESIGN LOAD 0. SKITTER ANC. SELECT SPAN GREATER THAN OR 60411'10 81491914 6P44 3. 8ffi.60T GO<A$:CT10N "'P• BASED 477 APPROPRIATE MOWING CONDITION (BEE 110 4TNO DETAILS R. 849916 2 4 3 FOR 'DEVIPICATION OP 00549CTIO, TYPE). 4 . .0140.1098 SHALL se 14614.137 N 400084RCE Iota 11ANWAC/01 ' 5600'1'8140.411089. 8 WERE SKEWING STRIDERS G so= MATTING, 2i051NG 00'7'048 •147 VAR`'. FIELD WISPY "441 "4818NEV8 AKE N 9,000 FRAMho PlErISERS. NOT PLYWOOD PASTERNS TO P TWOCD IS ACCBPrA&.E ONLY FOR ODE CLOSERS PIECES • • .•. • • •• • .. .. • • • • . .. • • • ••• • • • • • • • • • • • - ANCNOR SPACiNG SCHEDULE `JtINSIDE MO URT MOUNT) �1r t1- i ' T-: 7. 1•: Tn: I ': f •• •• • • • ANCHOR • : 1.1304 • x1414 39 91.00 TAPCON 45 (MIN 3819 P81 CONO) 55 Tamp (00 • 48346* • )m4 • 42 114•1 A LL.PolNrs E V6ap )) • 439 10x D BLCO PANELMAT@ MIN M � )*� woo (1b) a 666.00 Cit 65 72 39 45 * 58 85 72 1= 0'•4'.' ' 1 150" • 160' 101" 11 i# 0" •150" • 1E0" ' • i8. 128" 18.2 5.3' 15,0' 9.8" 18.0" 5.3" 157 110" 180' 127 10.0" 18,0" 180' 8.8" 18.0" 16.0" 110" 57 16.0' 11.0" 10.0" 4,8' 180" 8.8" 18.0" 4.7 16.0" 0.75' 5008 DIST 0 Gam L44 8056009 "4813141,7 NAR (70 F405 01 MD PRAWN+. FASTENER WALL. BE LOCATED "4 091413® OP *405144., w' x 4' 09144 200D 6TJD 04' EDGE 0184A'939 18 4008PT40LE POP 09300 994'78'4 WOOD STED 61441E E8 '841149141 PRE' 0.096 OR CREATES 091491 - -. _AS SCREW SLALL .1A99 PHILLIPS PAN ..SAO OR REP HEAD. 088,0NATE8 RRM4 4NG10RB.1 4TH POR DIRECT 19 450 a10'4L44TION8 1. . 19404818 0 4940. 81441.E HAW 5' ca I!• ' q 9001 * Ei 'UIT 00 O}' THREADS 84 BASE A> APD MAT HAVE EITY READ. ER A PAN TRIOS 42,10. OR WAFER 1.244 /SIDEWALK Hail ,10O 0 511701" E •ESED E? 4T AND GE DISTANCE 017CL1DE0 STI0 OR 4A..L P:14111430 10. ® 09SWNAT9S ,aTC'.tlR =Noma* ORKIN A S NOT AC88 a C_ TABL6 8014 FOR 1{68. 114' PSNETR. LAG SCREW rasp NS* 234.00 V..,. .)a 90.74 /1 Y • EMBED BRASS BUSHING 1l429 SCREW T080 511)* 23130 V..:,.:i. •232.60 8.5" 8.7" 5.3" 4.6" 45" 3.9" 4.1" . 3.5" 5,4" 5.4" 4.4° 4.8' 3.7' 4.1" 3.3" 112" 8.0" 92" 8.5" 7.8 8.8' 7.0" 8.0" 9" 42' 3.4' 3.4" 3.0" 3.0" 7.1" 5.8" 5.1" 5 1" 5. ' 5.1" 4,1" 3.7" 3.7" AppLa1'd a camP$Ia6 with 874 Mortis ANCHOR SPAC'NG SCHEDULE (INSIC>E MOUNT PANELS, TRAP MOUNT) SWEET: 4 OF 4 L8 EDGE DISTANCE 1 1 ANCHOR LOAD NANO OP 5.50 fl 01 w 03 04 -SPANS-UP 8.87. ft - SPANS 01 02 C3 UP 10.87 ft TO 01 a 03 C4 124"xi4/4* = =• ... LaCOTAPCOr1 49 (MY 3320 P3ICON0) 58 70410b).) 424.00 72 Vmp(m) a 478.66 130 ,. ,• 1d . :,�- 12.8" 18.0" 187 182 12.8" 18.0" 18,0° 18.0° 12.7 187. 13,0° 14.3 12.7 18.0' 8.0" 10.3" 12- 10.'` 1'.' 1 =.'' 12.7 15.0° 11.7 13.3" 12.5' 18.0` 8.7 11.1" 12.7 187 8.0' 10.7 128" 18.0" 8.0' 19p.3" 18. ': r - 127 18.0" 6.4" 10.7 127 18.0" 80" 10.3" 12.5" 18.0" 8.0" 10.3" 12.7 18.0" 8.0" 10.3" 114•371/3" MOW 39 ALL.P0INT8S LU>.SET 49 LEA08FBELDANCHOR 4 88 TIED OS) • 428 72 Vop e) a 429 130 12.5" 16 180" 12.5" 180" 15.0" 16.6" 12.5" 110" 18.0' 152 126' 167 11.5" 127 12.5" 18.0" 7.1" 82 127 180" 15.2" '14,0" 12.8" 18.0' 10.2" 11.8" 12.5° 16.0" 7.8 9.8" 12.5" 180° 7.1" 9.2" 125° 18.0" 7.1' 92" 125" 187 tar 121" 12.7 180' 7.5" 8.8" 12.5' 152" 7.1" 9.2"" 12.7 107 7.1" 92 125" 180" 7.1" .2" 1174 texaED 39 ELOOPANELMATE 49 0814 3380P5051401 , 58 Tory1NO' 372.00 72 • 68800 130 125" i8:0" fair 16.0' 12.5" 180" 18.0" 18.7 12.5" 15.0" 148" 180 128 15.0" 10.0" 13,3" 1 . 157' 8 9.8" 152 10.0 13.3" 15.7" 120 18.0" 8.8" 12.4" 12.5' 16.0" 8.9" 107 12.8" 18.0' 62' 9.8" 1 = 18.0" 8.2" 8 = 130 18.0' 92" 12.8" 12.5" 18.0" 8.5" 9.8" 12.5" 18.0° 8.2" 9.8" 125" 18.0" 52' 9.6" 18.0' 53" 17 130W 1MO1'1OH 114" • 1 -1/4' mom 32 ELQOTAPCON 49 58 'Nap (9)) a 211100 72 �b ) •33840 130 1 8' 150 187 13.8" 12.5" 18.0" 12.7" 124' 128 18.0" 5.7" 10,5' 12.5" 13.2" a9" 8 3' 8.28 17" 3.6' CO" 1E7 '15 7.8' 29" 8,25" 12.3' 5.2" 7.7 825" 10.4" 4.7 8.5" 8.25" 9.7" 3.8" 8.0" 8.25" 9.7 3.6' 8.0" 12.8" 12.8' 8.4" 7.7 628 100" 3.8" 8.2" 825' 0.7" 3.6" 8.0" 826" a7" 3.7 6.0" 6.25" 9.r 3.6" CO". 3543 0 39 ALL.PWNtBBOLID.3E1' 49 LEADBMg.DANCFOR 'p 53 Tamp (Vs 386 72 Wale 1(6)• 249 130 12.5" 10" 16.7 10" 18. 12.5" 15.0" 162 13.1" 12.2 18.0" 14.3" 11.0" 12.5" 18.0" 88" 87 12.6" 189" 9" 6.4" 12.8" 18.7' 12.7" 3" 14 12,6° 15.0' 88 97 12.5' 180' 88' 8.9" 128" 15.7 89' 8,4° 12.5" 189° 8.9" 8,4° 12.5 160" 84' a3" 128 18.0" 6.2" 8.8' 127 18.8' 6.8' 8.4' 127 15.9" 57 54 12.8° 15.9° 8.7 8.4 u4° x 1.114• EMBED 39 ELCO PANELMAIE 48 * 58 Tap 55) • 294.76 72 *ate?. 23390 130 125" 180" 1 12.2" 12.8 180 11.8 87" 12.5 18.4" 8.2" 8.1" 8.25° 12.4" 55' 6.8 8.26" 9.1" 3.4' 4.7" 125" 147 7.3" 7:7" 9.25" 11.6" 4 8 10' 525" 9.6 3.8 5,1" 8.25" 9.1" 3.4" 4.7" 528° 9.1" 3.4° 4.7 Or 11.8 5.1' 87" 826" 9.4" 37 4.9" 8.27 9.1" 3.4" 4.7 825" 9.1" 3.4" 4.7" 8.25" 9.1' 3.4" 4.7 oar mg ourrANCL 114°xZ'THREAD 39 PENETR. LAO UMW 49 58 reap 58.35.83 72 V08p(Ib) 130 127 18.0" 1$.0' 7.8 12.5" 18.0" 18.0" 8.0" 128 18.0° 14.4' 8,1° 128 16.0" 98" 4.1' 128" 18.0" 80 180" 12.7 47 125° 167 or 3.8" 128' ma' 6.8" 3.2 128" 18.0" 8.0° 128 18.0" 8.0" 123' 16.0' 5.7 37 125" 18.0' 8.8 1° 128 180° 8.7 12.5" 18,0" 8.0" 125" 16.0" 8,0" 1714x1- 112'THREA13 39 PENBTR. WOOD SCREW 48 68 Tao 94* 234.00 72 a 18.74 130 12818.0" 18.0' . 12.5" 150" 13.8' 8.1" 12.8" 16.0" 9 3" 6.1' 12.8" 14.2" 8.3" 4.1" 8.25" 104" 3,9" P4 16.0" 8.3" 4 125° 13.2" 5.7 a.5° 828" 112' 4.3" 527 104" 39 : ' 8.25" 10.4' 3 , 9 " 12.7 13.5" 57 6.25" 10.7 4.1" 3.1" 826 10.4" 3.9° 6.25" 10.4" 39" 8,26' 10.4" 3.9* 7/1 • E413€0 39 811488 8138319013 48 11420 SCREW 4 55 Tamp (50.23140 72 Vamp 011) • 232.50 130 12.8 O.0" 187 13." 12.5" 18.7 130" 10.3" 128 18.0" 9.2 8.7" 12.5' 14.0" 8.2 6.9" 6.25° 10.3" 3.r 52 625" 12.0" 180" 8,3' '. 12.8' 13.1" 5.6" 8.4" 8,28" 11,1" 4.3" 5,4" 626' 10.3" 3.8" a0' 10.3" 3.8 5.0' = 3,4' 825" 10.5' 4" 52 8.25" 10.3" 3.8" 80' 8.25" 10.3 3.8" 6.0' 6.25" 10.3" 3.8 s.0° T3 ANCHOR SPACING SCHEDULE ANCHQ2 NOTES: I 88 4.4 A4D LOA:JB 7'7094 WERE ARE FOR DETER-ENING AND.OR SPACING 014Y. ALLOWABLE STOW. PANEL SPANS FOR SF8CIR10 LDAD8' 1181 I19E L IIITED To '8056 P its MA1t ALL4OWAISL5 SPAN Gamma.E /TAMS Tr L. ENTER *404091 BC+iEDl0.E BASED ON rue 8KIS *I.Im 87910109E MATERAL ° 41.CNOR TYPE. mac- DE81ON LOAD GREATER TWUI OR EOEA1. To NEGATIVB DESIGN LOAD 0. SKITTER ANC. SELECT SPAN GREATER THAN OR 60411'10 81491914 6P44 3. 8ffi.60T GO<A$:CT10N "'P• BASED 477 APPROPRIATE MOWING CONDITION (BEE 110 4TNO DETAILS R. 849916 2 4 3 FOR 'DEVIPICATION OP 00549CTIO, TYPE). 4 . .0140.1098 SHALL se 14614.137 N 400084RCE Iota 11ANWAC/01 ' 5600'1'8140.411089. 8 WERE SKEWING STRIDERS G so= MATTING, 2i051NG 00'7'048 •147 VAR`'. FIELD WISPY "441 "4818NEV8 AKE N 9,000 FRAMho PlErISERS. NOT PLYWOOD PASTERNS TO P TWOCD IS ACCBPrA&.E ONLY FOR ODE CLOSERS PIECES • • .•. • • •• • .. .. • • • • . .. • • • ••• • • • • • • • • • • • - ANCNOR SPACiNG SCHEDULE `JtINSIDE MO URT MOUNT) �1r t1- i ' T-: 7. 1•: Tn: I ': f •• •• • • • ANCHOR • : 1.1304 • x1414 39 91.00 TAPCON 45 (MIN 3819 P81 CONO) 55 Tamp (00 • 48346* • )m4 • 42 114•1 A LL.PolNrs E V6ap )) • 439 10x D BLCO PANELMAT@ MIN M � )*� woo (1b) a 666.00 Cit 65 72 39 45 * 58 85 72 1= 0'•4'.' ' 1 150" • 160' 101" 11 i# 0" •150" • 1E0" ' • i8. 128" 18.2 5.3' 15,0' 9.8" 18.0" 5.3" 157 110" 180' 127 10.0" 18,0" 180' 8.8" 18.0" 16.0" 110" 57 16.0' 11.0" 10.0" 4,8' 180" 8.8" 18.0" 4.7 16.0" 0.75' 5008 DIST 0 Gam L44 8056009 "4813141,7 NAR (70 F405 01 MD PRAWN+. FASTENER WALL. BE LOCATED "4 091413® OP *405144., w' x 4' 09144 200D 6TJD 04' EDGE 0184A'939 18 4008PT40LE POP 09300 994'78'4 WOOD STED 61441E E8 '841149141 PRE' 0.096 OR CREATES 091491 - -. _AS SCREW SLALL .1A99 PHILLIPS PAN ..SAO OR REP HEAD. 088,0NATE8 RRM4 4NG10RB.1 4TH POR DIRECT 19 450 a10'4L44TION8 1. . 19404818 0 4940. 81441.E HAW 5' ca I!• ' q 9001 * Ei 'UIT 00 O}' THREADS 84 BASE A> APD MAT HAVE EITY READ. ER A PAN TRIOS 42,10. OR WAFER 1.244 /SIDEWALK Hail ,10O 0 511701" E •ESED E? 4T AND GE DISTANCE 017CL1DE0 STI0 OR 4A..L P:14111430 10. ® 09SWNAT9S ,aTC'.tlR =Noma* ORKIN A S NOT AC88 a C_ TABL6 8014 FOR 1{68. 114' PSNETR. LAG SCREW rasp NS* 234.00 V..,. .)a 90.74 /1 Y • EMBED BRASS BUSHING 1l429 SCREW T080 511)* 23130 V..:,.:i. •232.60 8.5" 8.7" 5.3" 4.6" 45" 3.9" 4.1" . 3.5" 5,4" 5.4" 4.4° 4.8' 3.7' 4.1" 3.3" 112" 8.0" 92" 8.5" 7.8 8.8' 7.0" 8.0" 9" 42' 3.4' 3.4" 3.0" 3.0" 7.1" 5.8" 5.1" 5 1" 5. ' 5.1" 4,1" 3.7" 3.7" AppLa1'd a camP$Ia6 with 874 Mortis ANCHOR SPAC'NG SCHEDULE (INSIC>E MOUNT PANELS, TRAP MOUNT) SWEET: 4 OF 4 1 ik MOD GLARE 830. DIET. (FOR TABLE Ta FOR MBiQ91M9 Mama 1-0L3.430 sLooa OR GOOD MAMAS eat *404034 BOBO. 9A8° ( *mu STPECT18TE 8XI611143 CO.+>QeaT6 MOLLoa MOCK SEE AN O WOO PROWL ON MR/ OP 87PROTURP, OR EM BOD . U DIREDT UA_ M01NT 6ECT1ON aawr sot/ MLR TA FOR MAN 0Pt$M• 0500' 0 0 LA6T PANEL MONIED NODE OF BLDG TYPICAL ADJADENT OvOR1.4P PANEL . 2 La ADJACENT PANEI. u•.NBADOR 1 16. r• TOP. PER — 1 11 • •. - (2) tn -aW 6A. 1 EL MATE6 I T I 6' MAN I ad 9 BOTL I AT Marron OP • TYPICAL EACSI BIDE OF =m (aT'9' El.CO M ^JAcENT PATIgI B L I I LA PANEL -,----1 I 6' p. � w � PAn>SIJ -WTEO AT 007'0`7 ti . '`-T"WOAL OF AOJAOEV PANEL* FASTEN EACL. PAN•Et. AOJAOENT TO LAST .•'^�/. - ' f . -: ‘,.--. PANEL • BOTTOM El fa) ELCO •AT10L.MATES a r ' MAX NO IN loarja+ (I) 4 -a0 POILERS s €Ii NERER8 CA.IC -IN A:.TBRVATIVOL•". CALK -IN. OLOE$ST TO LAS - LEE (0) PANELMATE0 AND NOTCI. WOTTOM LAST PANEL ARO17PCJ WNGM)f PANEL MO NOTON 14130127 CORNERS OP _AST PANW. TO OT OvER 11.78BCT .UAr. NOWT EXTERIOR ELEVAT:OV N I L E F E M O S T ANC: nyr¢v DM= mat. Mel 619 OVAL TWA g kfri - 4 3 42r1111111 - can wt. exar OR ON= vamp& tat B SO N TTP Otmansew 1A41 l e i ge AO , na 0 8EC _CL *Zoom Rama 06 117a31639 C NDEDE. MOLI.OW DX= OR 3000 PRAM0K. 088 ANOMAB OC .EO. WSW ON Tr'PS OP 671 ZILBE, t1 WADER91LL MOM 0EO'32.1 ••✓ maw raw mom an 0.L .bra OXIDIND AMOR *OEM NEMO Ttre OP TRIC:11•11 Seage PCIRPOUtX TA roa MAR PIPMCP40 0$00' .Cf9 mamas t4 FOR MAX, er*O110, LISA MAT MS BENT TO 8pd•0 MAN s ' LBG rAT BE BENT TO MAN • • ••• • • • ••• •• •• • • • •• •• . • • • • • • • •• • • I • • ••• • • • OPTIONAL. INT =F:IOF MOLLNT DE'AIILS IMETN• CORPolla MOW:W swat OR 900D PR, RRO OEM dt ON WARP. 0A8H MP* ON PE OP • RIJOR m • • • • ,, • • • • • • • • •• •• • • • • • • •• • g PCMIOULS T4 �� ••• ••• • • ••• • • ••• • • • �D P ala • • RAH Weleaff • • • •w CU WADER END OAP • END 01) WA* WIR TO MACK W.@T•' lr- •• p1 p'f ATIONS 4T 1 MIDSPAN FOR USE WIN REMOVABLE I MO A tU PPVP0092'04' ANGLE • ENV U) (a) qd 8010 TO TRACK TOP 'M'. 1 4402 OR rrP •TPtACK MAMA' r0 swarm TO HM) OPTIONAL PLASTIC 10460, O BASE PALL woe* (NC4 0TRUCI tta.. 800 ,@TAIL TO LCPT) taorom 7J. TRACIIC ROTtal TRACK 1PA$TIN TO SMbOT171 . N TO OT L Af � L9 1 "N w �} *EJ, *RACK IEGYETRIO V mores* fwagara ANamm_: <. *thaw Florida SHEET: 3 OF 4 Positive Load Span Lase Thane: Craton Suites) at 4a 30' Separation penes) at> 30 8'- 0" 2.76¢ 1.22" 30 8' -8' 2.76' 1.84" 10' - 8' 3.00° 3,00" 6' - 0" 2.78" 126" 36 8' - 8' 2.78' 2,10" 10.0' 3.00" 3.06" 2.76" 1.29" 40 to m 2.76" 228" 3.00" 3,00" D b 2.76° 1,32" 45 2.75' 2.41" 2.82" 2,82' SO 8'•a 2.75' 1.38' , 8' - 10" 2.76" 2.73" 60 8' - 0" 2.76' 1.43" 8' - 1' 2.75' 2.44" 8' . 0' 2.78" 1.61" r - 8 2.78 2.24 M MALOI BLOOI WOO* ME ANOVA SCNEDILEt 18 CO 87181C70:20 L. 4VGI0R5 ro 08 AT 09' 091 6,ir t45PEP'S.E 0 0018016,6 Tp •44 max OrAcweiJ +e8 ReM vA0LE *8510918 ONLY 0022221 PROM 0 & A% Mt.. 'TAME - 21 atege 9 MR MAX. 11.22 OI geo TOWARDS 04 O 012.10-01 2 MORO 800TWN G oA 1 1 CONCREXii kO LOW EXXCX Ti"N R* BE• ANWOR 80®0. eA8® tA• n•PB • OP 67RYCn -'__, "', TRAcKmanacr maw 6E4.1.474 J Mistita M 10 a aR • 09 OF. SCAM= 22 Pot MAX DEWING CONCREZ:a02 ASR O 04 91•8 04 OTR ECTWRE • a0 • 'q' 2.2014041e WRENS a e5' OG R REFEKENCE Axo.Oa n FOR O 22 FOR SOO' OPTIONAL BU LDar Mol1J1'Aa CC24°IOURA'Io to7 4640591 174 SILL! • • •/X. EPA SIG • e rnn.i au 0 02 WOW 0 000 4 010 * 04 8000, 0480q t• roe OP 8T41taT11Rg O WALL MOLM 200290'1 fl rAW OVA O OR WOOD PRAM*. 5.. 804120.3A5ED 02 ' Q 1711.107170E EXteCitts ALADNO %' l�M4X 0. G_OEIL'NOIPLOOR MOAT BEC'10. NTt • • • •• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • ••• • • • • 02019 CONCROIL • MAX IMUI' ALL.OWA31.= ci.002 on 40.0 ri a3 7.X ' r-N SPAN SCHEQ11LE *T.ffi • : 2 ' 11. • 798• • 401141 0 121 • re. • •• ••• 28 10. 30 10. 5' 38 10 - 0' • • • • 30•••c -$1• • • • • ' O • •I 4• • • _• . oil • � • a -11 cc r es r- 60 100 B - 4' 110 120 44 e" '• 10' 130 4 - 1' 7 - 7 7 2 M00 x 291 X2w •MBWT Mb' CZ. ornenon TB MR MAX NigN 8040.6.E D WR MAX C1 091! 1tta'223 OWED= t AN M 04*0 n FOR MAN 844000 • • • • Stitch Salts :AtNgdspan 1b -r 10 - 5" 10 -0' tP - 8" 6r - 8" 8' 5 ' 8 .3' e - r 8- 11" 8'- 10" 8'• 8" $•8' r -6" r• 2 8'- 8" - 0' 0 4' - 10" 4'• 6" 4 - 1° SPAN SCHEDULE NOTE: L mot •4•N 5CJ EDIB.E 69'4 NEGATIVE =MN LOAD 20 1212M1 100171A7tI'6M AL WSW. • 520001 PANEL S•A* 5048•14.0 15 A000P'1A948 PO71 LI®8 WTT4 POBITIV$ LOADS 9.08® 2 1404 091 EQUAL 20 485AtIVa 0854071 ..DADS 2. 24IE$OI.A1104 82718829 LOADS 4 At60PTgDLa, ortatn 100 850 NEXT 1113/@1 L040, 0X4471. 92.0022 • 9■' OG. MAX. `1:NIMUM SFPA T2 FROM CaL.ASS 88Ca'IEDwLE TAfEL,E T2 NOTES: L ENTER El•4N 6CREDEL0 WMN PO41T1Ve 00841 LOAD '0 Watt001N12 MMU11X1 AU.OWA101.0 1770101 PARE1. OEPARA1I■1 MOM GLASS OR DOOR TO 117E 4910700700. 50011^J16.0 IS 91120411230 POP@ 0910 61744 P081T1V0 LOADS ONLY, 2. MT01EPOLATION 8310/181 LOADS 15 ACC3P24013, OT 153 USE 40X7 116.181 LOAD 6 EXTERIOR • ETEEL %Ea TO COTTOM TRUED 0405205 22 (i LAD VAC. 7017 ON De MAXI - 4 MIN 5703E TUBE 'W LEADER TO ROLLED 87081. MBE WI CENTER LA3 (AB 095042880 AM0V0) • rit"880S / 1a 6.15 20 •LA1E • 6 0.0. 0622074 7 108885 ExISTMO 68790% RECTO S G LA4 5 TION <REP. TAD LE O TRIGS MOWN: 8207709 XT A ALLIM OR GAL EL 57°40091, ,/"S (M EL RECTJ 5' QA 674' OG tRIDOMINZU X ¢ 4 14141 1.518 °091 6 11 g MAX.04AC9G7. * r 8X767115 C0✓C2313. 1+0.1.04 4 p W .I REMOVAOLE 10X091404 .T BM /*WM fIG-1131, 040E0 4L002 OR OOCO aR002 ly - ®81717270 2242 G OP9955 Mo*5T 8407109 U •7a. ` .�. L•a• • 5'-0' (MAX 01 MAX =VON LOAD • 1327 12' HICTERIOR WALL 4124514. •220: 91!0140 SEDM '400 5NEET: 2 c 4 W w hi N 011 ('V I N :La.}_1(3x111. i i 0.126' 6.000' MAX, cam Awake G ENERAL NOTES: 11291130 A LARGE 11 °80 41761 41 PROTOCOLS TAO "O LAMB 01.8 A8 TA9 702 FOR UN0•I STATIC AR PRE6HI1RE 4ND 149 2041 FOR CYCLIC 1040 Z.040910 2. NO 9896 I IN ALLCS AOL8 *1RE541 ♦1419 BEEN MID IN NE 012501 OP 141E A4O1104 4PAG415 TAEH.ES. 9. PO2SRIV8 AND NESATPVS DEMON PR4E2URE6 BE SEED UATN TKO DRAU746 SMALL SE 05TENSI IED 41 OTRERIS 41 A 05041. OASIS IN ACCORD/CS WTM TwE 4IX$ .9 10 IS USED TO CAU:ULATS DIRECTIONALITY FA FACTOR 414®.66 7' A 4 . The Wotan STERN D*T41L4D 1..541415 IS 5414154140 AMp DOSS NOT maw= SOO411A'10N P a n 4 SP$CIPY 6I1E. IP SITS CQmin0N41 D5V141E Moen 7115 00140 BONS DETAILBD KAM A LICIap EN4N5Ek OR IRiGd8TERBD ARDA ECT SMALL P4804 E 5 SPECEftC COOPSOns TO BE U04D IN r.'prLO 401104 44714 114141 000 4EhT. 6. 0541'91 HOLDER 0 4LL 14Rm+' T145 ADEGN4CT OP THE 5X197416 2*41 STAISCRPTO . O 41,48144 D AD: 4105980 LOAM • mow 04413.6 WALL HE 2264 STEEL fWAVAW70D T 41.04325' 11151 COPFOR•t440 TO AIM AS03, *TRUCTU41AL CNAU'T, 541AD® 00, 541044LV. COATING WITH A r0.1. FPyy� 920 4SL ALL EXMOOR* 61%444 411E •069.16 4!.4416141 44407, ENO t PAMPA 6"411 SO 9310'.M4BNTLT LABELED U3TH 4 M6NMIAy OP ONE Magma N8R RAM AS 05.40119, P.A+ODA 670351 RAr@L6, INC. OP4.LOCC4 411.43504 KAHN - CADE CCINTT PROD. CONTROL APPROVED B. 870141'4 PANELS NAYS 841414 D APED TESTED TO 7481 MAXIMUM SPANS AND LOAD* 0445)41 ON Tam DR44iNDS. REFERENCE 001.9TR40411 4 TE6TINO CORPORATION 40704, OP MIME. PI. TES REPORT No, 02.041 10. TOP • BOTTOM DET4IL5 SHOG• MAT 190 N'ERC:44•142ED AS RE1.D CONDIT ONS DICTATE. PANELS NAT BE MOUNTED '408ZORIALLT 9144141E 4000040LE, EXCEPT FOR 11 114TN5 CM:470NA ?4C.UDING 'H' OR READERS. a. Ewa AU 5 O S' f06AL1. 4144 2W C04 617✓ M 60 STAINLESS STEEL W''4 4 1411341 75416445 TIP h !t • 00fAA. W '041.v 6110. M1 I' MADE SOR 100 r 413. 6.000 RAO EX*TN5 COQ WOOD � fgi H4Na4nI1 �'la414c]auorl X20.1 I 019611,..r 19H6•+ - 0' �'`'- • 1 0176' 0013 Moral 14' a.m.v- 0.11. I -\` DI6T4NCE + ,p�,L 4 g 00 .4.PAN 00448 `�I PBCB (17 1$4141 DLTA19 450552 LUG ON 141755 RENEW= 1 •4HTlpM • 5' O.C. DOR RONKW - plow MIS 41 5 Pan ANY 4505034545 MOOR1. POE P DONIGN LOADS 4f541ER TAOI P � 034r 4 4 AnicaORS • Of 00 /1 SOLD TOUT MOUNT CLOWN DETAIL j V 4741 0 v 1e4D4R 200• • • ••• • • • ••• • • • •• • • • •••• • • • • • • • • • • • *115.D • t• 0014' MM 0066' 5991• 7OP N' TRACK Oa' r•4X DOR. GOV. OR ROOD WARNS. 4 D NALA W �m motto T 0 41 "0 • • • : r 6 ' --me. 001511. . op MAW 3109' ...11•;44 • • • r RR Loonot. • 0 lir 00* . I 1 / (• • 1 0•2• • • T • -� 0' 0460, TTP. -06 "01-4;-PrZi • • • • • 5554144°48.1. EIETON01.5400D DISTANCE 5I0H ATER THAN OR 41 4AL TO IR 741'419 517p.OTOii DI514},' (2001 PSC Sect. 244819) L0H1' c e •--r .`6� • 0541 1 .I 00$ .I 0 068' 801751 YP TRACK 100• � ~�� r1NC14, - PASIN • 5' 041 Pot O06ION L0400 LESS'NAN OR ORAL TO wipe MS ANCHOR NC1D5E.5 Poo ANT 4CCEPT410.41 ANo p o 007 DEREK LOADS OPE4T5N TART 6W. UM ALAN ANGLE CLOTURE NIECE " 11111 .8145 . • 4.' 00 CRAP 1DUN1 01.09uRE DETAE. �lv.T5 44.411143.414.5 (l 044•414N 0.04115 P10O0 co f WE RITMO 48012). Lq DIRECTION MAY 55 FevER35D ( 21 O'4Kcal. 4110017 411.514471434 TREE AD ) cana l Type 34 wow Ron oRpaclool- MEWS Xa 6:44 ORAN Ti MAN 111.1= 1 1 ARM MAR I I I ' 1 i © 7 704'•44 MOLLNT 5LEV4T421 AROUND 4*BTRECT1ON itA 1703 3AiL 0404.4• OPTIONAL 0.20 SNTON 0OLT81.014 PORPI1eD UPOSUrp PAST&•.D • OVERLAND • POONA% A NS 40PROTTOATB 5.4N T4844 aldt Thrift ✓ 1 � T l _,.c, . SWEET: I QF 4 M I Al>E BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Gopi Glass Sales & Service Corp. 7450 NW 41't St Miami, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations goveming the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Havin , Moir( - 404 al id This NOA shall no Division (In Mi have this product the accepted mairif revoke, modify, to revoke this acd material fails to NOV 08 2008 101 uuS C6 -- .29 l t MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING EST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 expiration date stated below. The Miami -Dade County Product Control or the AHJ (in areas other than Miami Dade County) reserve the right to quality assurance purposes. If this product or material fails to perform in 11 incur the expense of such testing and the AHJ may immediately product or material within their jurisdiction. BORA reserves the right ed by Miami -Dade County Product Control Division that this product or f the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Aluminum Tube Mullions • • • APPROVAL DOCUMENT: Drawing No. M95 -16, titled "Aluminum Tube Mullion ", sheets'1 throogl1 . prepared, signed and sealed by Humayoun Farooq, P.E., dated 2/11/02, bearing the MiantlyDdl .8 County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Watt County Product Control Division. • • •••• •••• MISSILE IMPACT RATING: None .• • • • • • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or log8, City, state dile ' following statement: "Miami Dade County Product Control Approved ", unless otherwisenotea?lerein. RENEWAL of this NOA shall be considered after a renewal application has been filed and tyre has bend) change in the applicable building code negatively affecting the performance of this produc#..' •• • • • TERMINATION of this NOA will occur after the expiration date or if there has been a revision or chdirge it 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. 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 renews NOA # 99- 0331.02 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Raul Rodriguez. NOA No 02 Expiration Date: March 28, 2007 Approval Date: June 27, 2002 Page 1 • • • • • • • • • • • SIEE_3 STEP 4 STEP 5 1 1 II 1---- 2aoo —•—J INSTRUCTIONS; USE CHARTS AND GRAPHS AS FOLLOWS. DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. USE DACE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. USE CONNECTION TO MUWON AS PER PRODUCT APPROVAL SPECIFY MAXIMUM SHIM SPACING. USING GRAPHS ON SHEET 2 SELECT MULLION SIZE WITH DEMON RATED MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEET 3, AND ANCHOR GRAPHS ON SHEET 2, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. TYPICAL &AZONO PRODUCT 3.000 4.000 MULLIONS CONTAINING TYPICAL GLAZING PRQDUCTT HORIZONTAL OR VERTICAL, SEE A1NDOW OR ODOR APPROVAL FOR FASTENERS SIZES AND SPACING • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • .•. • • • • •• • • • •• ••• •• • • • • • • • • • •• • • • • • ••• •• RPCTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY 1. AU. GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPUCABLE DADE COUNTY REQUIREMENTS I.E. WIND LOAD, AIR & WATER 4124.1RATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. 2. ANCHOR EMBEDMENt TO BASE MATERIAL SHALL BE BEYOND WALL 505021 0 (STUCCO, TILE ETC.) 3. ANY CONDITIONS NOT COVERED IN THIS SUBMTRAL SUBJECT TO SEPARATE ENGINEERING 25.55 Y. 4. ALL MULLIONS TO BE ALLOY 0083 -75. FEB 11 2002 drawing no. M95 -16 (sheet 1 of 3 G MULLION LOAD CHART ■�1M ■ ■ ■■MMM■■■ ■MMAM■■■MMMMM ■ ■r1■M■u ■■ ■■ ■■ ■■MM ■M■■ ■ ■■■■ 7■■\1■MM■MUMM °■■■mion r■■■■■■ :M■■M ►U M ■■■■■ ►\ ■■ ■ ■Nu■■ ■ ■ ■■ :LI ■ ■ ■ ■t■■■■■■■ °MM■■ ■M\\■M■■M■ NAM■ IMC1■■■■■ l`A►■M■■IMM\ MM onom■■■■■ \A\ digs■ >•■■■■■■m M TONE OEM ■MI•■ MULLION LOAD CHART L ALUM. TW! ■ ■M• ■ ■\u■■■ ■■ AUMINIMEAMEMM mil ■u■■■■e \■■■ ANUMMEMM AMMINIMMAINI =■LIMN ■■ ■ ■\■ 11111111111011111111111W1 3 .M ■UMMUM ■ ■M■■ :1 ■11■ \ ■ \ ■ ■■■■ AMMOMMAM OM■O\M ACOM■ ■►.■■.■.■■■■■ _ MMMAEa■■MM■ AMMOMMIRM � MULLION LOAD CHART rx3'n1/a'ALUN+ 7.Bfi VTES. Ste ■1111fr11I ■v4. ASf!lte.■S�!' ■■ IMM AllOWSERMINNIMM +■■ misl e► mu■■■■ AMMONMOIMM 1 ■■MIIIMM11 ■ ■ ■ ■■ wammu ■MM ■M■■ ■Aanot►i■o7!Rmi■■ ATENIMAMINUM A■\\ ■■M\ AMOMMOr MUMMEMNAMI ■ \M\ ■■■M\■■CM glivaimismami 1\■\■■\■MMEAMM ■t9M\■■= == NomArmlunimmi ZB a0 411 60 60 70 BB TRIBUTARY WIDTH - INOHEB AMHDR LM CHART MOM TYPE B MWMMEMM■M■■■■ LIMUNMOMMENOMM dMUMM■MMMO■■■ UMILMINAMIUMIN WIMMIN.■M. ■INIM IIII 11,,,13■■ ■ ■ ■ ■■ MMUMNUMMENUMM WIIIMUNIMPANNI WOMMINIMMOMMEM NWOOKMMOIMMEM miimmixiaminTrrn O\\\t► USNOMMOON MAVONAMMONMEM mamellmommumme ■■1M3131 MO■►■.■ Mom► \ \m►\mumim ■MME\gsmiz rme I b+ m o ti I�dhe 20 20 4 00 TRIBUTARY WIDTH INCHES MULLION LOAD CHART ■■\C■ NMEMEnommomm J1\■\■■■ ■UMIA■■l\■I•M■ ■AMME■■■■■■►■ MMM \1■ ■\d■a■■o i\■m■M■■\■■\■■ AMAMMAMMEMM ■■MM►■■MI■A MAMMA ■\■MO\■■ AMMIIIMMMAKMA MME ■■\■►AMMO\ L MANI M■t ■■■■ SM ■M■■ \A ■Q■■M MAMMMININIAMM nommw■■■Mm■■. MMM■ ■\A■ ■MEMM AMMMUMMAMEM MMUINIMMOMM j. ANA TYPE Ol 11x7.: i t 20 30 40 6B 6O TRIBUTARY WIDTH - 1 drawing no. M95 -16 5 1 I• to am NP 20 R TRIBUTARY WIDTH - IRONED MULLION LOAD CHART ■1 \L1 ■\1■■■1( r 11111 ■M umm..;. s MAMMALIANIMAIM AMMANIMIUMEM AMMIIIIMMUAM MOIAM►\■\ ■■■MM■ ■l>fMMOI\■■■AA AUM=l\ ■MM ■ ■R 1\1•xAIMM\ ■M■M tammummommamus women\\ ■o \ ■■im■■ ■M ■O ■M■KOMMOIM MUM\\■\■ ■AMERM mar ammo minim AMMAMOMMAMM M\\M►AM ►AMMO AMAIIIMMEAMME EMOMMINUMMOM 1111MOMANI■■E■ ■■ IIIMIOMMEMENOM 20 00 40 60 60 70 00 TRIBUTARY WIDTH - INCHES „ANCHORS OR C _NOS MULLION MULLION SPAN 40 M 70 TRIBUTARY WIDTH INOHEB ae MULLION LOAD CHART AMMAINIWZIUMM MLi IM■\!■■■ i'i►\ ■M■I'UU' ■ ■M MAL1■\\■■MEMMAM AANAINM■\■■>•M■ \I>iM►\■\\■■MAM ■U►\MIIIMM ■.M■■, M►\MM\«1 ■ \`AMM WAMMIMMIAMM Immom■■\■ ■ \M mumm a■mMM■■m ■mAMM ANAAM ■■ ■ AIIIM■M\ ■MME AmlummomAMAM ■E■■ISM■►M■. SIM ■MMEN\►U\M\1116 20 20 40 SN Td BO TRIBUTARY WIDTH INCHES VERTICAL MULLION TRIBUTARY WIDTH WT + W2 2 TYPICAL MULLION ARRAN, MENTS ANCHORS TYPE 3 1 m 20 30 40 00 sO 70 TRIBUTARY WIDTH - INKS ANCHOR LOAD CHART 20 30 40 • ... • • • ... • • • • • • • • • • • • • • • • • • • • • • • ... • • • • • • • • • • • • • ... • • • • .. • MULLION LOAD CHART MAIM ! 4•..1/a ALUM. TUBE It■MLTmAa m " • AMMENAMPRIMIISM WIIMMUMEMOMMZU M■M■N4WWM■■MH ,■M■►v■■■MINAM 1lUMWMIMMK ■■■■ L WE RM■MMOMM■N W■M■\1■G7uM■L■ MMM■OSMANWA4M /\\OM■mmarrrop MIUMNAuniuMSAWAI AMMEMMAMMAM .NAM ■■ME■.\■ M■■mannam■■. ■\\■a0■\■■\r ■M ummiwo■.■■■.. A■\■■■Ci1O►a■■■ ■M■O■■EMMOM ■■ mmagoommammom 20 N20000 TYPE A meloa 40 6Pl 70 20 TRIBUTARY WIDTH - INCHES .a, OR C 1 � pp 1Ei 1 li 20 20 40 SO 60 70 BB TRIBUTARY WIDTH - INCHES FOR ANCHORS DESCRIPTION SEE SHEET 3QF3, ZPIWWE fCUN MOM STRUCIIP4 RA. PE $ IOW FEB 11 2002 70 BB INCHED PRODUCT RENEWED comply wft the Reside Cok (sheet 2 of 3 ) • • • • • • • • • • • • • • .•• • • • •. •• • • • • • • • • • • ••. • • • • • • • • • • • • • • • • • • • ••• ANCHORS TYPE 'A' 2X2X1 /V nun+ as • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • •• ••• •• . • • • • . • • • S • • • • • • • • • • • • • • ANCHORS TYPE 'C' FEB 11 2002 WOOD BUCKS NOT BY GOPI GLASS MUST SUSTAIN LOADS IMPOSED. This NOA shall not be Division (In Miami Da : ■ have this product or ma the accepted manner, the revoke, modify, or to revoke this acceptance material fails to meet the pagsvgi DE o 4 (BU)- BUILDING CODE COMPLIANCE OFFICE PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE OA 4SOo MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 Gopi Glass Sales & Services Corp. 7450 NW 41 Street Miami, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ), on date stated below. The Miami -Dade County Product Control th .1IJ (in areas other than Miami Dade County) reserve the right to liasstFrance purposes. If this product or material fails to perform in the expense of such testing and the AHJ may immediately or material within their jurisdiction. BORA reserves the right -Dade County Product Control Division that this product or apph -ble building code. This product is approved as des 'bed herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. • DESCRIPTION: Aluminum Fined Window • • APPROVAL DOCUMENT: Drawing No. W97 -11, titled "Gopi Picture Windows ", sheets lethsauSh 4 of jl, • .. • prepared by Al Farooq Corporation, dated 06 -24-97 with revision B dated 06/07/02, signed and geed by . Ilumayoun Farooq, P.E., bearing the Miami -Dade County Product Control Revision stamp wit: pike fiiotice of.... Acceptance number and Expiration date by the Miami -Dade County Product Control Division. • • • • • MISSILE IMPACT RATING: None •••••• ..:. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, cif slate and following statement: "Miami -Dade County Product Control Approved ", unless otherwise mites herein. • • • • RENEWAL of this NOA shall be considered after a renewal application has been filed and there 3 s been nb• • •' 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. 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 revises and renews NOA # 99- 0629.01 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 02-0613.01 Expiration Date: September 26, 2007 Approval Date: September 26, 2002 Page 1 AO D 11,..tr SWIM •• • • • •• ••• A M1C . • • AM 1YPICAL ELEYAIEO S GLASS 3/14 ANNEALED 114• M•RI' ULD an 3/IS TE*UEU • • •.• • • • • • • • • • • • • • • • • • • • • ••• DIES L DWI NOWT IS OMAN To Oo•LY •D• ANON IBA= wuNOCN ENO 07 THE Ens ROItlo► WALNUT COW. A13D P 11N0 LOMB AS PER ASR 7 UNN COAREINONNG uses S 1400 BUCKS E V MOORED O+ D P .Y TO MOM LONN 70 ON 3. ANCM0R3 toil.. BE AS LISTED. SPACED AS Stamm ON BETARS. G E BASE mATERNA. s141J. BE 86YORO R .t. ORMAI OR STUCCO. SSE IMPACT RESISTANT WATERS AS BBROIRED BY SITBC. act WOMB • V DE USEB • • • • • • ••• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •.• • • • • • •• • AIM • • • • • • • • •• • • • • • • • • •• • • • • • • •• • • A 0R B r r ERA 11 • 1 • • •I • • • •• A CR B DBL • =1: A Ds B F T. A 011 B ALLOWABLE ;NABS FOR ALTERNATE SHAPES AS SNOSM ABOVE CAN BE VE31AED BY 46CRBI NG PICTURE MIAOW SNAPS Whin SUUARE on RacrAncLe AS SWAIN IN DOTT D UNES AND WTIUNRIG Au.onBLE LOADS FROM THOSE SHAPES. FRONDED PV METER FASTENERS ME AS MOWED NEB FOR NZ AND SPACYG. S1NGI.E LITE PICTURE VUNIDOW$ � 0 w t N.A7 0437 • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • •• • • • • • •• • • • • • •• •• • • • • • • . • • • • • • • ••• •4. 1 • 11 SMS an 3114'x2 -I/4' wax f 6' FATLY E•IIS L 12' O.C. TYP. . 111 SIN UR 3/16•x2 -V T*PCSIS • 4' MEN ENDS L 1@'CLC TTP. tBYEN2DT ROOD SUER • ELMS E 1/4' - ANNEALED VW i f BY OR Dr 11000 DUCK INSIDE GLAZED WAVDOT 1/4• SND1 T =L PPR _/ 10 tots. • 12.0.c. DADE maw as r ULNA moan • 'i 4 . 111 SRS QR tr S /1•1S- 4' ipum • • • • • • • • • • A • t > DY • • • • ••s• •s• • • • • • •• • Ind _ `= 3/Ww2 -Y4' T1WCtN • •' rim vas L ID' Q.0 TYP. U4• SRN 4 •.• • • • • RAS . • •• • • •• • • • • • • • • • • • • • ••• •• OUTSJDE GLAZED WINDOW GLASS AS PER TABLE 3n6•- ArEa.ED 1/4' -.MEW 3/14'- TERPENED • r Lipon SM.S. eves 0000 mal . j 13" • c t1 UUWON otomotts • . to um no 3/16'x3 -V4• Tam • 4 ENDS 1.12'QATYP. WOOD BUCKS NOT BY GOPM, MUST SUSTAIN L0ADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE SWORD STRUCTURE. TYFtcAL ANCHORS TO BE AT f FROM CORNERS ANO It SPAt NG. FOR 1' BY BUCKS 3/10" TAPCON$ ONLY. 1 -1/4° MASONRY EMBEDMENT FOR 2" BY BUCKS _ 10 SMS WITH 3/4 EMBEDMENT 3/16' TAPCONS WITH 1" WOOD EMBEDMENT PROINIETIRSTISIDD 1 1. 1 &Dwelt; 1l_r W97 -11 sheet/ of 4 DESIGN LOAD CAPACITY - PSF (# 10 SMS) WINDOW DIMS. A/8 4/B 19 -1/8" 26 -1/2' 37" 53 -1 /0' 19-Or 28 -1/2" 37" 53 -1 /8' 19 -1/8' 26 -1/2' 37" 53 -1/8' 19 -1/8" 20 -1/2' 37° 53 -1/8' 19 -1/8" 26-1 /2' 37' ° 53-1/8' 26' 38 -3/8' 50 -3/8' 63' 74 -1/4 3/16 - ANNEALED • Ext. C +I 77.9 57.3 57.3 56.4 77.7 35.2 40.3 38.8 72.0 58.2 40.3 29.4 65.8 48.8 36.8 67.0 41.7 26.6 INT. (-1 77.9 57.3 57.3 58.4 77.7 55.2 40.3 38.8 72.0 55.2 40 .3 29.4 68.8 46.8 38.6 67.0 41.7 28.6 1/4" - ANNEALED Err. C+) 120.0 86.3 88.3 78.7 104.9 86.8 62.0 54.6 97.1 77.0 58.8 45.3 92.9 69.5 45.9 40.2 90.4 59.7 37.5 INT. C -) 120.0 88.3 80.3 78.7 104.9 78.8 56.4 54.4 97.1 77.0 56.4 41,2 92.9 89.5 49.9 39.3 90.4 39.7 37.5 6/16" - TOWERED ExT. C «) 110.0 110.0 110.0 110.0 110.0 110.0 97.6 90.7 110.0 110.0 94.7 71.3 110.0 108.3 85.1 87.9 110.0 102.2 80.1 65.2 INT. 4 -) 183.9 132.9 60.3 50.3 109.2 78.0 58.4 54.4 1 109.2 78.8 55.4 41.2 109.2 78.6 58.4 39.3 109.2 789 86.4 SINGLE LITE PICTURE WINDOW COMPARATIVE ANALYSIS C L 1 BASED ON HETI -99 -1061 OF 10 -09-96 ® TESr 512E - 37 -1/4' X 74 -1/4' TEST LOADS . +0.0. -60.0 OW DESIGN LOADS - +40.0. -40.0 P5F WATER INFILTRATION TEST - 20 P57 Ity1tU GLASS = 3/18" - ANNO8.E0 ® TEST 512E . 51' x 74 -1/4" TEST LOADS - +68 0. -75.0 PSF 0831• LOADS - +45.0. -45,0 PSF WATER 41F1LIRATION TEST . 20 PSF TESTED GLASS 0 1/4" - ANNEALED BASED 011 FTL -1192 OF 8 -1 ■95 0 TEST SIZE • 59 -1/2' x 77 -1/2' TEST 1.5905 • +91.0, -91.0 FS DESIGN LOADS • +80.7. - 80.71 097ER INFIL1R4T1011 TEST - 16.3 PSF TESTED CLASS • 3/16' - 7E14P • ••• • • • ••. • •• • • • • • • • • • • • • • • • • • • • • • • • •.• • • • • • • • • • • • • • • ••• • • • • • •• • • • • • • • • • •• • • • • •• .. .DEM%toAD :CAPAt fr • ..b li.'SF (# 10 SMS) WINDOW DIMS. 4/8 24" 38' 46" 60' 24" 36' 48' 50' 24' 38' 48' 60' 24 ' 38° 46" 60' 24' 30' 48' 60' 24' 38" 48" 60' 24" 38" 48' 10' 24' 30' 48" 60" 24' 38' 48° 60" • • • • • •• • • •• •• • • 38 48 80" 72' 84" 96' 105' 1 20' • • ••• 3/16" - 4759241.3) EXT. t +2_ • 68.1 . :$•1: • 69 .0• ' 37.2" 62.1 41.4 41.4 39.2 62.0 41.4 31.0 57.2 39.2 52.2 30.0 49.2 46.6 45.3 TNT._ C -) • •62.1 • • :1112.1 • •82.0 • 572 - 62.1 41.4 41,4 39.2 62.0 41.4 31.0 57.2 39.2 52.2 30.0 49.2 46.6 45.3 • • • . 1/4' - ANNEALED EXT. 4 +) 95 6 1 94,2 • 1 • 83.7 78.5 94.2 93.8 82.9 49.8 8.3.7 52.9 47.8 42.1 78.3 49.8 42.1 38.1 75.3 39.5 34.3 72.2 34.5 68.8 31.4 68.1 51.6 INT. (-) 57.0 87.0 83.7 78.5 87.0 58.0 58.0 49.5 63.7 58.0 43.5 42.1 78.5 49.8 42.1 34.8 73.3 39.8 34.3 72.2 34.9 68.8 31.4 68.1 51.6 3/18" -TEMPERED . Ext. 1 +) 110.0 110.0 110.0 110.0 110.0 100.3 96.6 88.3 110.0 98.8 75.2 75.2 110.0 88.3 73. 60.2 110.0 52.4 69.5 60.2 108.1 78.0 64.8 105.9 76.0 81.$ 104.3 74.1 103.0 72 7 TNT. C -) 87.0 87.0 87.0 87.0 87.0 58.0 58.0 58.0 87.0 58.0 43.9 43.5 87.0 58.0 43.5 • 34.8 87.0 58.0 43.5 34.8 87.0 58.0 43.5 07.0 58.0 43.5 87.0 58.0 87.0 58.0 B67 •7 c72- 04 /245/ 0I+ 0R. N•,mLT;m C'dt000Q smucRPIES NA PE few DESIGN LOAD CAPACITY - PSF (3/16" TAPCONS) • • IISSIGN eO&D CAPACIT4 - PSF (3/16" TAPCONS) WINDOW DIMS. 3/16" - ANNEALED 1/4" - ANNEALED 3/16" - memo WINDOW DIMS. 3/16" - ANNEALED 1/4" - ANNEALED r 8/i6" - TEMPERED A/H A/B EXT. t -1 ENT. t -) EXT. t +) INT. t -) - EXT. t +l • •AAB • EKT. (■4 � •C -) • •EXT. ti) 1247. t -) EXT. (.1 1147. t -3 • • • • • • • • • • • 2 • • 452. • 95.8 95.6 110.0 740.0 79 -1/8" 26 -1/2" 37- 53 -1/8" 26 77.8 77.9 120.0 120.0 110.0 , • • /12.f• • 62.1 • 0 94.2 94.2 110.9 139.0 3 57.3 88..7 68.3 tto.o • 52.4 • • 610 • • 83.7 83.7 110.0 123.6 37.3 57.3 66.3 68.3 110.0 57.2 57.2 78.5 78.5 170.0 115.8 55.4 55.4 76.7 78.7 110.0 19 -1/8" 26 - 1/2' 37" 53 -1 38 -3 77.7 77.7 104.8 104.9 110.0 ,,,, . g 62.1 82.1 94.2 94.2 110.0 139.0 41.4 41.4 33.8 63.9 100.3 93.3 58.2 58.2 88.8 86.9 110.0 41.4 41.4 62.9 62.9 98.8 93.3 40.3 40.3 62.0 62.0 97.6 39.2 39.2 49.8 49.8 853 88.3 36.8 38.8 54.8 54.8 90.7 87.6 19 -1/8" P6- 1/2" 37" 33-1/8' -5/8• 72.0 72.0 97.1 - 97.1 \ 170.0 143.4 N'P's' s 62.0 82.0 83.7 83.7 110.0 123.5 41.4 41.4 52.9 62.9 98.9 93.3 56.2 36.2 77.0 77.0 110.0 113.7 31.0 31.0 47.8 47.8 75.3 70.0 40.3 40.3 88.8 58.8 94.7 011.0 - - 42.1 42.t 75.2 700 29.4 29.4 45.3 45.3 71.3 644 19 - 1 /8" 28 -1/2" 37" 53-1/8' we 68.6 92.9 92.9 110.0 137.1 1 8 k 57.2 57.2 75.5 75.5 110.0 115.8 39.2 39.2 49.8 49.8 88.3 L 88.3 48.B 48.8 69.5 69.5 106.3 1083 - - 42.1 42.1 73.2 70.0 36.6 36.6 45.9 45.9 85.1 85.1 - - - 38.1 341 90.2 56.0 - - 40.2 40.2 67.9 632 's 'N g1 T t0 52.2 52.2 73.3 75.3 110.0 111.2 19 -1/8' 26 -1/2" 37" 53 -1/8" 74 -1/4" 67.0 67.0 90.4 90.4 110.0 13.3.5 _ 300 30.0 39.8 39.8 82.4 82.4 41.7 41.7 39.7 59.7 102.2 102.2 - - 34.3 34.3 69.3 69.5 26.6 28.6 37.5 37.5 110.1 80.1 - - - - 60.2 56.0 -• - - - 65.2 63.2 _ . • N g ♦ O 1 84 " 49.2 49.2 72.2 72.2 106.1 108.1 - - 34.5 34.5 78.6 78.8 - - - - 64.9 64.9 24" 30' 48' 60" 98' 46.6 46.6 68.6 66.0 105.9 105.9 - - 31.4 31.4 76.0 76.0 - - - - 61.8 61.6 - - - - - - 24" 36' 48" 50" 108 45.3 43.3 66.1 66.1 104.3 104.3 - - - - 74.1 74.1 - - - - - - - - - - - - 24 38" 60" 120' - - 51.6 57.6 703.0 103.0 - - - - 72.7 72.7 - - - • • ••• • • • ••• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • 7 BUILDING CODE COMPLIANCE OFFICE (BCCO) p v - PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) New Age Windows & Doors Corp. 7196 NW 77 Terrace Medley, FL 33166 V NOV 0 206 IT MIAMI DADE COUNTY, FLORIDA .METRO -DADE FLAGLER BUILDING ................ 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375 -2908 SCOPE: This NOA I s the applicable rules and regulations governing the use of construction materials. The docume n . r been reviewed by Miami -Dade County Product Control Division and accepted by the B f es aid A (BORA) to be used in Miami Dade County and other areas where allowed by the Audi (AHJ). This 14 t the expiration date stated below. The Miami Dade County Product Control Division, is r • Co . ty) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this producfor materiattisted for quality assurance purposes. If this product or material fads to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately ti, revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 th?a Hurricane • Zone of the Florida Building Code. • • DESCRIPTION: Aluminum Single Hung Window • APPROVAL DOCUMENT: Drawing No. W95 -45, titled "Alum Single Hung WindewP, %heets 1. flfrbbgh 3 of • 3, prepared by Al Farooq Corporation, dated 10/17/95 with revision C dated 07/11/02, pligid.and seby • • Hu mayoun Farooq, P.E. bearing the Miami Dade County Product Control Renewal stolpp pith the t• Totice'of Acceptance number and expiration date by the Miami -Dade County Product Control Division. . • MISSILE IMPACT RATING: None • • .•.. • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or tog0, c:ity, sta following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. • RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of TERMINATION of this NOA will occur after the expiration date or if there materials, use, and/or manufacture of the product or process. Misuse of this NO product, for sales, advertising or any other purposes shall automatically with any section of this NOA shall be cause for termination and removal of NOA ADVERTISEMENT: The NOA number preceded by the words Miami Dade the expiration date may be displayed in advertising literature. If any portion of be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the and shall be available for inspection at the job site at the request of the Building This NOA renews NOA # 99- 0601.02 and, consists of this page 1 as well as ap The submitted documentation was reviewed by Manuel Perez, P.E. • • • • • W NDOW WIDTH 49 3/4' D.L CPO. (FIXED) 0 3/16* -AM. GLASS 3/16 j*ASS I 0 1 � I I 11,/ li p Al DESIGN WAD CAPACITY - PSF ADM. SINGLE HUNG WINDOWS (1 OVER 1) WINDOW DADS. WIDTH 19 -1/8' 28 -1/2' 37' 53-1/8 19 -1/8' 26 -1/2' 3r 53-1/5 19 -1 /9' 29 -1/2' 53-1/8 18 -1/8' 28 -1/2' 3r 83-1/8 19 -1/8' 28 -1/2' 3r 63-1/8 19 -1/8' 26 -1/2' 3r HEIGHT 26' (3)* 38 -3/8' (4) 80 -5/8' (5) 58' (5) 53 (6) 74 -1/4' (7) 3/18' -ANN. GLASS EXT. < +) 80.0 80.0 80.0 80.0 60.0 60.0 80.0 80.0 80.0 60.0 80.0 80.0 60.0 80.0 80.0 54.4 80.0 80.0 60.0 49.3 60.0 80.0 60.0 48.7 INT. t -) 121.0 121.0 899 62.8 121.0 113.3 81.1 56.8 121.0 107.3 78.8 63.5 121.0 97.0 89.5 48.4 121.0 100.3 73.4 49.3 121.0 85.2 64.6 45.7 8/18' -TEMP. GLASS EXT. ( +) 80.0 60.0 80.0 60.0 60.0 60.0 60.0 80.0 80.0 60.0 60.0 60.0 80.0 60.0 50.0 55.7 w. 60.0 50.0 84.5 80.0 80.0 60.0 50.1 INT. < -1 121.0 121.0 89.8 82.8 121.0 113.3 81.1 88.5 121.0 107.3 789 83.5 121.0 97.0 69.5 45.4 121.0 103.8 74.1 51.5 121.0 102.5 73.4 50.1 ■ N0. 114 PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. BASED ON F L -1804 DATED 12 -22-97 ODEON LOADS - +50.0, -50.0 Pte' WATER INF0.TRATION 1137 - 9. P5F TESTED MASS - x 3119'- ANNEALED 5 3/8' 2 1/2' ' r 6 1/4' " 1/4' cS 7 1/2' 5 5/8' 12' -4 8 11/2' 1 ' 834' 7 1/2' 1 12' 9 • • 9 1( R • 6 1/4• • 9 1/4 - 7 r : • ANCHOR SPACING AT JAMBS FOR VARIOUS HEIGHTS 1 7 1/4' 11 1 4 ••• • • • • • • • • • • • • • • • • 10 3/4' • 934 7 1/2• • • • • • y • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • •• DENIER ANCHOR • HEAD & SRL READ. ON 3 WINDOWS ONLY N.I. SMALLER WIDTHS USE 2 ANCHORS PER HEAD /SILL STRUT ES RA PE /18537 JUL Z'5 2002 53 1/8' TYPICAL ELEVATION 1 OVER 1 TESTED UNIT L 11413 PRODUCT 8 0984010° 10 COMPLY MN THE )1881 VELOCrrr HURRICANE ZONE OF THE 2001 FLORIDA MELDING CODE. ALSO FOR WIND L0UOS AS PER ASCE 7 UW1tG CORRESPONDING LOADS. 2. 1000 BUCKS OY OTHERS, )BEST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE 57RUC1URE. 3. ANCHORS SHALL BE AS LUSTED. SPACED AS SHOWN 014 DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. IMPACT RESISTANT SHUTTER RRQUZRED 8 1 /4'MA)L PBODGM ED oem h wr01O.FImt68 Acceplonmito , -• % +' 4X. 7 (sheet 1 of 3 ) TYPICAL ANCHORS SEE ELEVATOR FOR SPACING 1 BY OR 2 BY WOOD SUCH 8/ " AT EACH NOTCH SCREEN RETAINING LEG W000 BUCKS NOT BY NEW AGE WINDOWS, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. •1BYOR2BY WOOD BUCK TYPICAL ANCHORS: SEE ELEV. FOR SPACING INTO 29Y W000 BUCKS OR WOOD STRUCTURE 3/18" TAPCONS WITH 1 -3/8" MIN. EMBED INTO WOOD. THRU 1BY W000 BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 3/18" TAPCONS WITH 1 -1/4" MIN. EMBED INTO MASONRY GLAZING METHOD; EXTERIOR GLAZED WITH ALUM. COLORED ADHESIVE BEDDING COMPOUND 'PECORA # 880' AND ROLL FORMED ALUM. GLAZING BEAD MIN GLL ..�� A o 1/4" TYPIC.AI ARJINA** SS : ALL FRAME AND VENT CORNERS, AND INSTALLATION SCREWS AT SILL, SEALED WITH ALUM. COLORED SEALANT 'PECORA NO. 880' LATCH OPTIONS; SPRING LOADED LATCH AT EACH END OF BOTTOM RAIL OR SWEEP LATCH AT EACH END OF TOP RAIL cp TIVICAL SEE ELEV. FOR SP Fi ACING •• •• • • • • • •• • • • • • • • • • • • • • .• • • • •• ••• •• • • • •• • • ••• • • • • • • • • • • •• • • • • • • • • • •• • • ••• • • • • • • - • •• •• ••• • • r } 2 3 4 5 6 7 8 9 10 11 12 13 14 19 16 17 PARS 1 FP- 389-AW 860 1 1 2 1 1 2/ VENT 2/ CORNER 2/ (=NOR 2/ VENT AS REGD. AS REGD. AS ROOD. ECD. AS R 2 2 FRAME HEAD FRAM STU. FRAME JAMB NEETDNI RAIL VENT TOP RAIL VENT BITTEN RAIL SWEEP LATCH AT EACH END DF FOP RAIL VENT SUE RAIL FRAME ASSEB1Y SCREWS VENT ASSEMBLY SCREWS LATCH AT EACH END IS BOTTOM RAIL FIN SEAL PILE (.167 X .2Z 81A.3 WEATHER STRIP C.185 X .E50) BACK BEDDING GLAZING BEAD BUCK 6 TACKLE BALANCE TAKE OUT CLIP AT A3• FROM TE' RAD. 6063 -T6 6063-15 6063 -T9 6063 -T9 6063 -TS 6663 -16 ZAMAK 6063 - T9 6063 -16 VINYL SILICONE ALUMINUM 2 STEEL INDALEX OR EQUIV. =ALEX OR EQUIV. BENADA 1N EGUIV. BEMADA OR EQUIV. SENADA OR MTV. DNDALEX ER EQUIV. BENADA Dx MTV. 1M 10 X 3/4• P.H. PHILIPS CRS * 8 X 3/4• P.H. PHILIPS CRS INDALEX ER EQUIV. ID.TRAFAB PROTOTYPE PLASTICS PECORA CORP. RILL FORMED 9/EP Mx. WDmCV COMPONENTS AT EACH JAMB • • ••• • • • • • • • • ••• • • • • • • • • • • •• •• • ••• • • 1 BY 0R 2 BY WOOD BUCK • ••• ••• • • • • • • • • • • • • • • • •• •• • • • f •/ EXTERIOR ----MN WmTH STRUCTURES FIN. PE # 16837 JUL �JU 252E 002 VENT ANCHORS SEE CHI RFO SPACING 1/4" SHIM • PRODUCTIDININVED comPlytagwletas Wow. N, ,r-.06 OE Dee ,•...!°` , 7i , • fo (sheet 2 of 3 ) FRAME HEAD MEETING RAIL VENT BOTTOM RAIL 1.1 44 VENT LATCH L000 9131 y p3 AGE TYP. SASH SIDE RAIL FRAME JAMB VENT TOP CORNER •• ••• • • • • • •• • • • • • • . • • • •• ••• •• • • • •• VENT HOTTOM CORNER • • ..• • •.• .•• •••• ••• • • • • • • • • • • • •• • • • • • • • • • • • • • • • • •• •• •• • • • • • Enqn OR. HUMAYOUN MOOR RA. PE / 1a077 FRAME TOP CORNER FRAME BOTTOM CORNER .. a,.p ti e• FIN VE. 1 x x t_am a k a 1 drawing no. W95 -45 sheet of ••• • • • • ••• • • • • • • • • • • • - • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • •r NAME: ADDRESS: VILLAGE OF MIAMI SHORES OWNER BUILDER DISCLOSURE STATEMENT DATE: 2 Do hereby petition the Village Miami. Shoresto act.as my own contractor pursuant to the laws of the State of Florida, F. 489.1;03(7). And I-have read and understood the following disclosure statement, which entitles rile to work as my own contrctor; I fi.trther understand that 1 as the owner must appear in person to complete: all ap State Law requires construction to be done by a licensed'contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a One- family or two- ftirnily residence. You may also build or improve a commercial building at a cost of$25,000.00 or less. The building must be for .yo it own.uae and.occupaiicy. It may' not be built for sale or lease:.If you sell or lease a building you have built yourself within one year after the.constructlon is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under :your supervision and must be employed by you, which rneans.thatyou must deduct F.I.C.A and with=holdings tax and • provide workers' compensation for that employee,.all,as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zbning'regulations. Please read and each paragraph. 1. I hold title to the above property and I am planning on doing this construction Initial Initial Initial 2. I understand that as an owner - builder I must abide by all zoning ordinances and building regulations in effect at the time of permit application 3: .I have an understanding of the 2004 FBC & FRC and understand that this department and its inspectors are there to help enforce and interpret the code. There is a copy of the code in this office for review. initial f� 4. I‘ understand that the building official and inspectors are not there to design, alter or give advice on how to meet code —. only if the structure meets the minimum. code. Was acknowledged before me this Z() 5. I understand that as an owner- builder, that any contractor disputes with sub- contractors: and myself must he 'handled in a civil court with the advice of an attorney. The department will not mitigate contract disputes.. Initial / -' 6. I understand that if I compensate any person or company for work performed they are required to have a business license in the county. If for any teason they do not .posses a business license I will be responsible and liable for any wrong doing from this unlicensed Company-or person. 7. I ulnderstatfd that if any person.gcts injured on my construction project —they are entitled to Wdrkm n's compensation. And if they do not posses a workmen's policy I could be held liable for all doctor and related cost which could include loss of wages during recovery from injury. h ,r Produced there License or .OWNER ho 54o -44- 36i a • Initial Initial 8: I. and @rstand that under state and total laws I can not do .any Electrical, Plumbing, Heating, Air & Roof work on My with out first obtaining the proper permits by licensed contractors. day of OCT Ot , 20 14 who was personally known to me or who has as identification. ell*" MONICA USSEIH DIAZ -" ' = MY COMMISSION EXPIRES: * DD 483995 :•= r 20, � � �� � RES:O�tobe ' , Bonded 'Nu Notary Pubile uroniters • Reviewer: Claudio Grande C.B.O 305 - 795 -2204 Ext 1430 Miami Shores Village Building Department BUILDING CRITIQUE SHEET //0,(.4)/.6 Al iteP ;te6,9 75 4? 71os k sTa.07 0 2 .eoa-6--ro 2tuceA/2 S�fv7'�l�e. Permit No. _ Job Name Date 1.0050 -N [d Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 7/� AZ d A") /3?) A- 40 , ri-ler" C,re)ite ‘e.1 It4/00 7 ei/hievuS ord.),