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WS-15-708Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-231225 Permit Number: WS -3-15-708 Scheduled Inspection Date: April 16, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Shutter Final Owner: MARTINEZ, SANTIAGO Work Classification: Shutters Job Address: 285 NE 95 Street Miami Shores, FL 33138- Phone Number (773)793-0782 Parcel Number 1132060133960 Project: <NONE> Contractor: EZ LOCK SHUTTERS INC Phone: (305)542-4192 Building Department Comments ALUMINUM 0.50 STROM PANELS INSTALLATION FROM I TOWN & COUNTRY. INSPECTOR COMMENTS False April 15, 2015 For Inspections please call: (305)762-4949 Page 16 of 32 Inspector Comments Passed Failed Correction Needed ❑ Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. April 15, 2015 For Inspections please call: (305)762-4949 Page 16 of 32 Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Parcel Number Aooffcant 285 NE 95 Street 1132060133960 Miami Shores, FL 33138- dock: Lot: SANTIAGO MARTINEZ Owner Information Address Phone Cell SANTIAGO MARTINEZ 285 NE 95 Street (773)793-0782 MIAMI SHORES FL 33138- 285 NE 95 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone EZ LOCK SHUTTERS INC (305)542-4192 e of Work: ALUMINUM 0.50 STROM PANELS INSTALLA of Openings: 11 Iitional Info: ssification: Residential inning: 3 Fees Due Amount CCF $1.80 DBPR Fee $3.15 DCA Fee $3.15 Education Surcharge $0.60 Permit Fee $210.00 Scanning Fee $9.00 Technology Fee $2.40 Total: $230.10 Valuation: $ 2,200.00 Total Sq Feet: 200 Pay Date Pay Type Amt Paid Amt Due Invoice # WS -3-15-54977 04/14/2015 Credit Card $ 180.10 $ 50.00 03/30/2015 Cash $ 50.00 $ 0.00 Avauaole Inspection Type: Shutter Final Shutter Attachment Review Building Review Buildina 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 01 the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and joning. FujhermAraytthe above-named contractor to do the work stated. II, %%- — L--� April 14, 2015 Au horized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy April 14, 2015 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING LIAR " Nib FBC 20 lC) Permit No. WS— 15- -Master Permit No. ROOFING JOB ADDRESS: AP',S- GU 6, ?3' of f City: Miami Shores ✓ County: Miami Dade V Zip: 3 • 3� Folio/Parcel#: // -013 -3,76,0 Is the Building Historically Designated: Yes NO ✓ Flood Zone: OWNER: Name (Fee Simple Titleholder): l a+144 q m d1 ae-P4i h e Z Phone#: 173 %%3' O ?f-2 Address: _ 5� !N £ T5_ Se. City: Sho r& --s State: 'r Zip: 3 3 l3 Tenant/Lessee Name: Phone#: Email: S In 6---h n f Z� &_ 9 061E 0257 l- R_ jA 4 e_/_ .17 CONTRACTOR: ' Address: 6 W` City: I Qualifier Name: ty Name: . Com. If -d r _1'--! LS WPhonek State Certificatio r Registration #: Certificate of 6ginpetency #: Contact Phone#.24- / - J d Email Address 0zx- " DESIGNER: Architect/Engineer: Phone#: 0 0 Value of Work for this Permit: $ -�_' 209' o Square/Linear Footage of Work: Type of Work: ❑Addition Alteration ❑New ❑Repair/Replace ODemolition Submittal Fee $ Permit Fee $ _ CCF $ MCC $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ DBPR $ Bond $ Technology Fee $ Bonding Company's Name (if Bonding Company's Address City State Mortgage Lender's Name (if cable) Mortgage Lender's Address i` City State zip 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, BOHERS, HEATERS, TANKS and AIR CONDMONERS, 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 COM IENCEMENT." Notice to Applicant: As a condition to the issuance of a build ng permit with an estimated value exceeding $2500, the app&=& must promise in good faith that a copy of the notice of contmencement and construction lien law brochure will be delivered to the person whose property is subject to attachment Also, a cert fled copy of the recorded notice of must be for the fust inspection which occas seven for at the job site (7) stays after the btdldnng permit is ' � absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature_ Owner or Agent Contractor The foregoing instrument was acknowledged before me this oZ '.7.4 'o n'o The foregoing .instrument was acknowledged before ipmehis day of l0a,01G11- . 20/6'. 110 day of 714 20 JL by 7 who is personally known to or whouLi' who is personally known to me or who has produced- I D , As identification and who did take an oatlj L4/eb�-f f -�� =nus identification and who did' take an oath. NOTARY PUBLIC: NOTARY LIC: Sign: Sign: rlim- �� l _��fFv em�mnn LR l�4T17A Pe= IV My Commission Expires: "•••••,. Sylvia Halter ' :.. AE -2 Commissio ;ori MY COMMISSION #FF104092 Commission # EE098053 My ` .x, Expires: JUNE 08, 2015°EXPIRES March 20, ^�'•..„•�°' He8�139ao�s3 2018 BO 73 THRL ATLANTIC BONDING CO., INC. FtoridaNm j% 9@NioL.cam ------------- APPROVED BY f .S Plans Examiner Zoning Structural Review Clerk (Revised 3n2n912)atw1sed 07/1W07) RcWsed 0fi" 09XRevisrd 3/15109) E3 jI r t i SHUTTERS C6Rf SPEC UILDUUG C MR t 14 D i +'F!r µutB 111(O�I118�0�1 �tid� miami w x 4,a . i��F$iY�SiC?N OF OPS&TIdNSF�&iC�i(0(�idNE#ill,SSZ�COL#�iON>3 Ai7i' t3Y (xkd�iE�S1aY'fl�PkL FS Aiu :.. ADDITIONAL, 109KN O, JWRER LE[€SR: SHOj1i PAW OF M AOM OW i k f t tES04.CAKCSL QRET aA INSUMM VVILI 10IO Y4a TO MAL DA s BUXDZXXG DZ.PAJtTJ04WNOTICE`fiO THE CER11FICATE HOUMNAM TO THE LEFT, BUT FmrWRE TO 0030 SHAL C 10050 ` 2WD AVEM_ IMPOSE NO G?AUOAYION OR.LIABILITY OF -AW MND uMN THE INSURER, ft AGENTS 0 RR WATNIM A ures a F g —?'8 -� iRD = (7197). 4 ' `AUTOMWILE UABJUTY YiABItsECI S4ttt-��,16,�iT ANY AUTO hALL 'NED4Urt7S Y. X SCHEDULED AUTO$ m Bpi (fdPURy % F�fb�asj S ol 000 . `' :�,J. HiREDAUTO$ 1100 0002107.-! 08`-10— 08-18.415k� 'Y _ ty(JN-': i'Nft;tJ�rAU7ij.5- k1 �h�ii11�4 jPi§ia T' .+�+ M C O . E UAWUTY . AUTO ONLY - ACCtDFNT "itJY AUTi3 _. S A W S UASILITY 8 [ U PA CLAWS S AGWEGATE Q F OE[JUCriF;LE 4,a . i��F$iY�SiC?N OF OPS&TIdNSF�&iC�i(0(�idNE#ill,SSZ�COL#�iON>3 Ai7i' t3Y (xkd�iE�S1aY'fl�PkL FS Aiu :.. ADDITIONAL, 109KN O, JWRER LE[€SR: SHOj1i PAW OF M AOM OW i k f t tES04.CAKCSL QRET aA INSUMM VVILI 10IO Y4a TO MAL DA s BUXDZXXG DZ.PAJtTJ04WNOTICE`fiO THE CER11FICATE HOUMNAM TO THE LEFT, BUT FmrWRE TO 0030 SHAL C 10050 ` 2WD AVEM_ IMPOSE NO G?AUOAYION OR.LIABILITY OF -AW MND uMN THE INSURER, ft AGENTS 0 RR WATNIM A ures a F g —?'8 -� iRD = (7197). 4 0913 lion. Report View PLEASE CUT OUT CARD BELOW AND RET01114 FOR FUTUREREFFREI ICE ------------ ----------------- ---------------- ---------------------- STATEOFFLORIDA AjrsuaMf3ChW.I;T 44M14). F.S. MCMW QfaCMT"3ft DEPARTMENT OF RNANCIAL SERVICES Oft ch*WIVfi0nq a cmUdoWd ramie( hal" or DIVISION OFWORKERS'COMPENSATION F 11 wots CONSTRUCTIO14 INDUSTRY EKEMPTION 0 Arsuma to 440.1912). F—S, CorUcem d decUm to b.0 buslims or Wa% -Wr"— L z =a, CMUMAM OFMACIM MOE EXEN-MMIM11M WOMRSCOUPSN"1011AW D EFRIME nh'M. MrA 13 MWIRAUh tiAIE: 0127J2016 :14 cC=4M emwem of lobafta*swba 'A to texcalbm 11. gd mydm after His EWV d Ilm nofim ar ffm �tarmmlmale Paitsm WHIM AMMS :E roti-eGrcemcmw'mQernva rGq'*wn8rftc'd's FW. 00761M 'R :E ec6r66W18 e1 9merar do S:Ivonft BUSINESS IIAME AND ADDRESS: EZ LOCK SHUTTERS CORP 10454 SIN IBM TMR WAAl FL 33157 SCOPES OF BUSINESS OR TRA BOOR AND WINDOW SHEET METAL WORK--. INSTALLATION HSTALLATIO --------------------------------------------------------------------------------------------- ------------------ DFS-F2-DWC-262 CERTIFICATE OF cLr-cnON TO BE EXEMPT REVISED 07-12 COM-nOlM (Xil) I13-1609 Atps I/apps8.fl dfs.corrierreportJ owireporlViewer.as p0dala-- Id%W I nc9D 7039 H ST Er,6eP 1,,lel Z0/.2ISzrbA(Yf0)dtreI -sf---Sor"41 vt I I POPH -1 2Ycl e ID R GXVWb I I... 1!2 EZLOCK `NVEpNAT10NALHURR/C.4N f BBB SHUTTERS, CORP. HURRICANE SHUTTERS MANUFACTURING, AR07ECTION ASSOC�p?�0� INSTALLATION & REPAIR State of Florida City of Miami Shores To whom it may concern, On this day of March 24, 2015, I Andres H. Espinoza (contractor) am requesting a permit under the workers' compensation exemption and have acknowledged that I will not use day labor, part-time employees or subcontractors for your project. This is an affidavit stating that I will be the only person involved in this. project. I understand that I am personally liable for the worker compensation injuries. Job Details: Santiago Martinez 285 N.E. 95 ST My signature below acknowledges that I have read this notice and understand its cont 49r/ C, State of Florida County of Miami. -Dade The foregoing was knowledge before me this By Ing day of M AV U b- , 20 6 . who is personally known to me or has produced - r (jI as identification. Notary: H(4O;39M `=GEORGE DOMINGUEZ ar N #FF104092 EXPIRES March 20, 2018 SEAL• 153 FtGN48NO MM69:60m 10450 S.W. 184 Tern - Miami, Florida 33157• Phone: (305) 251-0530 • Fax: (305) 971-0801 • Toll Free: 1-800-400-1733 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' Comaensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building 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: 1. 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 and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature. Owner State of Florida County of Miami -Dade The fore oing was acknowledge �efore me this 2, J day of f , 20J-5. By 6t �� who is personally known to me or has produced as identification. Notary:, SEAL: %. MY COMMISSION #FF1xi6; EXPIRES March 20, 2018 (407) 39ao153 1 1 V W 4:d %J 11\ I" %J Building,Products A Division of ABC Suppy Co., Inc_ Product Approval Authorization Form 205 'o whom it may concern: Town & Country Industries hereby authorizes 104,54 SW T� 'fERRACE MIAMI, RL 31'-.3157 To use our Miami -Dade County 0.050 aluminum storm panel Product Appr vaI # FL12556 on the following jobsite Address:,UT AJ_C. {AJAt\A ► TI-10kE No deviations from the approved engineering (drawing # 05-3 51) are allowed. without a Florida professional engineer's signature and seal. All appropriate county codes apply. This form is not valid without a raised corporate seal and authorized signature. Town & Country authorized reps esen Iv,: nli Shores ViN.1ge eCT0 BY DATE I j PT 1,4 I 1 n c .r?`.1!'I IA ICF WITH ALL FEDEFIAL I Y Ilt 11 FS AND FIFGULATIONS A o 0 .r tee, S LOCK r 5..:..A .a r, tERS jam;;, GLAS;: 4 N fir. 10454 SW 184th TERRACE MIAMI,�,l? o lqlw3 if M IAM MIAMI -DARE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA) www.buildingeodeonline.com Town & Country Industries 400 West McNab Road Ft. Lauderdale, Florida 33309 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submittal 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). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. if this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. 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 the High Velocity Hurricane Zone of the Florida Building Cade. DESCRIPTION: 0.050" (min.) Aluminum Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 08-351, titled " 0.050" Aluminum Storm Panel ", sheets 1 through 6 of 6, prepared by Knezevich Associates Consulting Engineers, dated September 01, 2008, signed and sealed by V.J. Knezevich, P.E. on September 03, 2008 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 Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, Miami, FL or Tampa, FL and the 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 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 renews NOA # 09-0114.05 and consists of this page 1, evidence submitted pages E-1, E-2, & E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Hehny A. Makar, P.E., M.S. �(� �> k l.-lo� 1vOA:1 10-0 9 Ex*-atlon Date: 11/16/2015 77 1) 0%0 APprovaLD*W-F _l84/2Q1'D Town & Country Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #00-0809.03 A. DRAWINGS: 1. Drawing Number 00-159, titled " 0.050"Aluminum Storm Panel". sheets 1 through 6 of 6, prepared by Knezevich & Associates, dated August 1, 2000, last revision #1 dated October 26, 2000, signed and sealed by V. J Knezevich, P.E. B. TESTS: 1. Test report on Large Missile Impact Test, Cyclic Wind Pressure Test and Uniform Static Air Pressure Test on 0.050" aluminum storm panels, prepared by Construction Testing Corporation, Test Report No. CTC 00-028 dated 0612812000, signed and sealed by Christopher G. Tyson, P.E. C. CALCULATIONS: 1. Comparative Analysis and Anchor Analysis, dated 0711212000, pages I through 56, prepared by Knezevich & Associates, Inc., signed and sealed by V. J. Knezevich, P.E. 2. Comparative Analysis, dated 1012612000, pages 1 through 3, prepared by Knezevich & Associates, Inc., signed by V. J. Knezevich, P.E. D. MATERIAL CERTIFICATION: 1. Mill Certified Inspection Report of coils, for Aluminum Alloy 3004-H34 by Jupiter Aluminum Corp. with physical properties. 2. Certified Tensile Test Report by Certified Testing Laboratories, Report No. C7L- 592F dated 0612612000, for Aluminum Alloy, signed and sealed by Ramsh Patel, RE. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 03-0421.13 A. DRAWINGS L Drawing No. 03-259, titled " 0. 050 "Aluminum Storm Panel sheets 1 through 6 of 6, prepared by Knezevich & Associates, Inc., dated April 04, 2003, last revision #1 dated September 23, 2003 signed and sealed by V.J. Knezevich, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSOURANCE L By Miami Dade County Building Code Compliance Office. Ley:--t� 09 UWmy A. Maker, P.E., M.S. Senior Product Control Examiner NOA No. 10-0929.04 Expiration Date: 11116/2015 Approval Date:. 11/04/2010 E-1 Town & Country Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. None. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 05-0713.03 A. DRAWINGS L Drawing No. 05-353, titled " 0.050 " Aluminum Storm Panel ' , sheets 1 through 6 of 6, prepared by Thornton-Tomasetti Group, dated June 29, 2005, last revision #0 dated June 29, 2005 signed and sealed by V.J. Knezevich, P.E. B. TESTS 1. None. C. CALCULATIONS 1. Anchor Analysis, dated June 15, 2005, 39 pages, prepared by Thornton-Tomasetti Group, signed and sealed by V. J. Knezevich, P.E. D. QUALITY ASSOURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #09-0114.05 A. DRAWINGS 1. Drawing No. 08-351, titled " 0. 050 "Aluminum Storm Panel ", sheets 1 through 6 of 6, prepared by Knezevich Associates Consulting Engineers, dated September 01, 2008, signed and sealed by V.J. Knezevich, P.E., on September 03, 2008. B. TESTS 1. None. C. CALCULATIONS 1. Anchor Analysis, dated September 09, 2008, 19 pages, prepared by Knezevich Associates Consulting Engineers, dated September 01, 2008, signed and sealed by V.J Knezevich, P.E., on September 03, 2008. D. QUALITY ASSOURANCE 1. By Miami Dade County Building Code Compliance Off ce. E. MATERIAL CERTIFICATIONS 1. None. E-2 y A. Makar, F.E., M.S. Senior Product Control Examiner NOA No. 10-M9.04 Expiration Date: 11/16/2015 Approval Date: 11t04/2010 Town & Country Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. Test report on Large Missile Impact Test and Cyclic Find Pressure Test on 0.050" Aluminum Storm Panels, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL 0353-0804-10, dated 09/0712010, signed and sealed by Vinu J. Abraham, P.E. C. CALCULATIONS 1. None. D. QUALITY ASSOURANCE 1. By Miami Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. elmy A. Makar, P.E., M.S. Senior Product Control Examiner NOA No. 10-0929.04 Expiration Date: 11/16/2015 Approval Date: 11/04/2010 E-3 114-20 MACHINE SCREW OZ TUD EOR DN MAV BECVERSED) `o 0 N .9" .632" 2' 2.25 "/4-20 MACHINE .0 2" .OB ' .00" MAX.MA.250" 4-20 MACHINE CREW�1 12" kl�'RECWO E2" 0.C3 UD C. STUD 1.05" MfN. ° ° N MA IRECTIOH h�qY �ITYV 1 c ° 9T P ° o .1 1" SED) " DE REVERSED(° Jlr\Y 07" g S .094" P. , x• oMJli S E NOTE ° a .0 ,p " ,1 " •0 " u Y 1" TYP Ne. 10 a N ` 8.000" COVERAGE 0.0 2 0 " m ai a0 1 ci P 0 " "e 0" N. 2• a 5.00" MA 0.332" .0 3T5" 2.000` 37 " 20" .250 HALF STORM PANEL °h° HEADER - "IP HEADER BIW wtff °IY HEADER SPUD ANGLE STUD ANGLE fir" D 18 SCALE ° 3" v ,'-0" - OSCALE ° 3" a Y=0 -SCALE 9` a 1'-B" SCALE, 3" v T-0" SCALE 3 1'-0' SCALE, 3` v Y -O" 3.335" M .190:170 tgp .190 .33 .SWO 2 " pg2" *177 13` 452" 655" 13 465" 655" .440" P N .090" TVP. 25 SS"�215 I iIn. m � 0.080" (TYPJ r0.090(TYP.)0" . _..I 1 30" t ®STUD ANGLE ©ANDLE ©C -TRACK (RVQ ® C•TRACK O SUW)-OUT FLT0= SCALE 3" v Y-0' SCALE , 3" v T -V SCALE. HALF SIZE SCALE, HALF SIZE SCALE. HALF SIZE IEN®W an y ,. TY 1 �S�LO�ODTF7ECH16H 2. QEgpE AIj �gEERTOryWEApAtT�IOtN�FGAp[T7SryOER p[Edg:FS1p.6LWOA5p5UTSC®t1FbgR WHENaLAcs BOtEEW . 9. MIIND V"CfTYi OFN nORECORDANCE M'I7N THE 60o@RtiiNO �OD� AN� Ii0� 4. THESE APPROVAPk ��MENT3 ARH �Ij,JRDOYNR,T WCLUDE INFORMATION- S. PVOR SI klf%ECIA ILCAT�ION OP HALL���L COMPLY VATTH• CHAPTER 61GIS-2B 6. wr I T R Y S B IJN 7. W I% EfflITIONS TO THESE APPROVAL DOCUMENTS WILL VOID $��EppApp$pp�4�p�b5$gg��Hn1>pp�FLL�'�ggTs�W1��a���i.�1P1`�122 �p2p��NEE�1E'6�>'��pie`T�HEEL�pb�wNc$E'Lb�R�7p 9' A�CL0WSORh1A181WtiLPFREPAIIELIDAND SHALL BE PERMANENTLY LA�EI.ED ST�Rp/ ppN��g gHp��AOBA¢10y0p11pDE�HyI4RTpq gOg2APHPB�pD���1�p�p pL��1� WRH THE 10.FOLLOW WO MWMlN7 TFtICKRESS�AND MECHANi[AL4PROPERTIES� NOMINAL 0A50" 11. ALL EXTRUSIONS SMALL BE 6063-T6 ALUMINUM ALLOY, U.ON 12.A%L6�FklLWEDOORIff¢STAINLESS STEEL WITH 13.AeApS OONpW APPIEI[�t3iOE, EX�FPT ETHAN OR QUAL TO 110 PbF46�8'�OE.EC.�SCIffD1�RE PDR � �TABLE1R+,w,Pu�_wrt�3EAtU2t� ALUM. ANGLLE C1.96URE PIECE Y x Z' x 0.125' MIKi, T02"x4'x0.125'MAX. 7W MDUNT CLOSm DEW WALL 1101W CLOSURE MAL TYPEX CLOSURE DEWLS (RAuf SCALES 1-1/2" a 1'-0" all PAGE 1 of 8 EXISTING OR ►- }I4" MAX, REFERENCEItNCHOR , SCHEOUL"OR MAX. GICOfrIffC=WPE __ SPACING REFERENCE ANCHOR —�— SCHEDULE FOR MAX. / SPACIN[i-�� 01 CON,ffCOD lVK ®WALL MOUNT SECTION SCALE, 3" = T- 0" ,-EXISTING CONCRETE / HOLLOW CONCRETE 6LOCK OR 10.05V ALUMUM SM ®REPERENCE IONAL LEG DIRECTION 24E 10NTIPE N EMIRITIPE ANCHOR EDULE FOR MAX. CING 0.E . S 1/4" MAX. EXISTING 1 HOLLOW Ci 'J W WOOD FRA Zm 1 E Ia- I W �PA Nn INL y S%E 2 ©Buu-CUT MOUNT SECTION SCALE, 3' a 1' - 0" N 1" OEiAO�(4ASOTIWPR•1..}AEp20A 8C1®WE I O W Yi•H IBL Q-VY•LONO 1NEl t � j Y4Y OYT Y/ 6YPOY�SfALS-®Y YWDIAO SOtEY Lvvlmt ox�iroBmaarrva�a����t9/{� ISS W yOj M1A'Kx FAOFSS�Y BGR 70Y007 x OB B 17 4 9 < man in BmD H 12' 4" Y 12• 1/4" MAX. W.rREWRENCE ANCHOR EOULE FOR MAX. CING OCEILING/R-0OR MOUNT SECTION SCALE. 3' m l'- 0" EXISTING CONCRETE, HOLLOW CONCRETE BLOCK OR WOOD FRAMING (TYP. TOP AND BOTTOM)--/ OR EXISTINt r—REFS ANCHOR GLAZING SCHEDULE FOR MAX. SEE MIN. SPACING STORM PA SEPARATII -`' 1/4" MAX: -1 FROM GLA: TABLE 2 MAX. O 1 MACHINE BOLT WITH Isa yW� 2"x9"x1 XIX a x CONT. Al gX O ANGLE OR J ALUM. FLA 1/4" Q MAX. '4"0 THRU BOLTS / LOCK NUT @ 12" O.C. TENER, SEE DETAIL VCHOR SCHEDULE, MAX. SPACING 11/8, Ct CONNECIENTYR L ANGLE REFERENCE Al WOOD PRAMINa�52E DETAIL RASSTHRwsECTION cENNG re O SCALE, 3" a 1' - 6" CWOULE FOR MAX. SPACING 0 •F° TRACK/DIHECT MOUNT SECTK}N SCALE, 3" 0 1' - 0" WOOD ROOF TRUSS OR FRAMING MEMBER SHALL BE PERPENDICULAR I TO THE PANEL FACE XISTING STUCCO I SOFFIT OR PLYWDOD t 1/4" MAX. 14x 3/4" W PRODUCMySM TEK SCREW `* ui m�Pdflwitbdwf ft P fl 12" O.C. I d ETWEEN 1m r 88CaI0 T SSES ° A.0%. or to O FROM= RXINIRWED J J Dkislm 6 1 0 L.Nj A=cpWm Me J ag r Pk0@1oT8 0.050" ALUMINUM STORM PAN WOOD RODE TRUSS /4"0x MIN. 5" LONG NE 10,14"0'4 WOOD LAG SCREWS OR FRAMING MEMBER 1-1/2"1-7/2' 24" O.C. MAX, WITH MENT A� S5 STEEL LONG EXISTIJUK INTO WOOD M INTO WORD MEMBER FINISH D I r w MWD GAC. W TH SOFFIT TWO 1/4.02 MM. 4" LONG USE V4OO 1� �W OR 1/4" ELCO - MALE/FEMALE MAX F-3/4'INK EMBEDMENT {gp� E e (WOOD LAG SCREWS PANO•MATE REFERENCE ANCHOR INTO EXISTING (Er+� G 2-1% " EMBEDMENT FOR MAX. p05TING STUDS SPA CAIJ INTO WOOD MEMBER E I WOOD 4x 1/6" FR x CONT. ALUM. ` 1/4" MAX. 2 TUBE 14 x 3/4' x" u: CONT. 3" x OR V x WOW {j TEK SCREW 06UM. 3 0 I FRAMING REQUIRED 4 A B" D.C. TU) Y14 x 3/4" V2' PLYWOW cl tI4" MAX. . TEK SCREW - 0' E € 12" O,C, n EXISTING MAX. P AESS A�LEO2 TRUS ES TWEEN" ' p GLAZI ¢pp J D L W J Q m M uFROM P.I PAGLLASS TABLE 2 a a a E r EMSE13MEN 2' x 5' x 1/0" CONT. CC O j W N W% UUD5� "t—.%- TF-piW W 1 EMBEOMEN EXISTING u GLAZIN u y c i y SEE MM. 1 Z c 9 0 E u ---- SEPOARATIDNL B y *CCONC.RETE, TWO 1/4"lx MIN. 4' LONG STAINLESS STEEL y FROM GLASS TABLE 2 a lid 00WdE011M17YPE WOOD LAG SCREWS (� 24' O.E. MAX. WITH 3 1/4" 4 V4` MAX. $ EFERENCE ANCHOR T-3/4" MIN. EMSEDMEN Z CHEDULE FOR MAX. IN CENTER OF STUDS � PACING MAX. 1/40x MIN.2-1/2" LONG STAINLESS STEEL TOE 1" REFERENCE ANCHOR ffi WOOD LAG SCREW (A YL" O.C. E SCHEDULE FOR MAX. 2" x 8" P.T. CONT. W/ 1-3/4' EMBEDMENT SPACING HOLLOW CONCRETE LOCK OR WOOD BLOCKIN INTO WOOD BLOCKING EXISTING CON E E. HOLLOW CONCRETE BLOCK OR WOOD FRAMING WOOD FRAMING ©8Ua)-DOIAM/lE)0.D-0UTSEC= BLIATIM -MITyamSf�TION OSCALE, SUILDoff/RmRmmwsmm OSCALE. SCALE, 3"=T-0" 3"e1'-0" 3"x1'-0" SOM(O ITH 11/4-20 x 3/4" MACHINE SCREW PRODWr RENEWED ®%�owWwm GLASS 0 WITH .675" x .87S" x .124" SQUARE SCREW HEAD Etdldingcode 10- 0 .0 p� 000 xJ SEE MIN. 1 m SEPARATION NL 6 r FROM GLASS TABLE 2 E ¢ h1 Ira x V4" y� 3/16' Coetrol NYLON BUSHING \ DfWalm LoS,S. I- .+ TO LOCK STRAP IN OR NUT IT AA.L tn PLACE REWUSE A THUMB <, OR A TRUSS 1 y u HEAD BOLT lu \ V.J. Knemvloh o 41C x 3/4" MACHINE SCREW MACHI O1CMWB'R0. UTMPE WITH.075"x.0T5" REFERENCE ANCHOR SCHEDULE FOR MAX. I x.124" SQUAREPROAUCf'REV78ED ' SCREW HEADSPpACING OCK AND BekhYS� O •,S OR WOOD FRAMING \ /18" I.D. V2` O.D. x 3/10" p , / BUSHING ORMINIMUM 1/4-20 IN L LOCATION CIB S 2W8 NM USE OF BEOL HALLSE IN �,ypp WM� µM718" NUT [GALVANIZED) OF STUD g3 h'WA0M0R•U'WADM7WWWiT Q S� OK TRACKANEWLYINME MOM © c yLOW Bim N.T.S. TNICK ASSEMBLY [lSDN1ETRIC VIEW1 Dhi$ex SCALE,D- PAGE 3 O}B 0.050° ALUMINUM STORM PANEd EXISTING CONCRETE. , XISTING WOOD HOLLOW CONCRETE BLOCK FRAMING b A OR WOOD FRAMING RAL S E%IS71NG CONCRETE. 12*. S"ALUM'. TUBE T8 MATESRIIALL BRICK OR WOOD HOLLOWCONCRETEBLOCKx REFERENCE I ANCHOR OR WOOD FRAMING EM b amms IIDNm C I1yppEN�H p EMBEDMENT SCHEDULE FOR MAX. SCHEDULE FORERENCE CHOR MAX. - /2' IdE FOR MAX. p0 gg SPACW /4" MAX. EXISTING J MAX.X o O /2" 2 1/4" MAX. GLAZIN 3 SEE MIN. 1 d Q 4' MAX. Z" STORM PANEL F' SEPARATION m d a FROMTABLGLASS LASS F GLA21N tt~ G m CL o w 5 ' SEE MIN. E ~ GLZIG NN Nu STORM PANEL 0: l 1 c N SEPARATION 1 oww= 4 0 x z FROM GLASS N 5 u 1 a TABLE 2— MAX. MAX. a N 1/4-20 S.S. BOLT IL a' S 22" x. x I/I 4 0 E y V4-20 STUDS 9 CONT. ALUM. ANGLE im 12" O.G EPGEREINCCE AANCHORa - 1/4" MAX. SCHEDULE FOR MAX, w SPACING /4" MAX. _ 04W I ->1 M REFECONNEMORR NCHOR SCEOU E FOR MFEREKEE AX. 2" h SCHEDULE FOR MAX. SPACING.5' 8003 -TB ALUM. TUBESPACING XISTING CONCETE, "x 4HOLLOW CONCRETEBLOCK 1,;" 2'+3"' WALL NIM SECWI X1���gg77ryry��GQ NDN -STRUCTURAL OR WOOD FRAMING © SCALE, 3" = V - 0' ONCRETE FINISH MATERIAL 3 ® WOOD CEILING1 RiM RUNT SECTION © WALLMOUNT / B= OUT SECTION SCALE, 3" m T-0" SCALE, 3"v T- 0' S" LONG HANDLE TING RIVETED TO PANEL 1 UW REFERENCE ANCHOR P -x 1/4-20 5.5. BOLT 1 SHEOULE FOR MAX. Y FAS ENING PAN"0 HOLE EL ggg 1 8 BOLT 8 IN LIT PUNCH 1/2" x 1" HOLES IN SPACIN (p 24" O.C. ITYP. ADJACENT PANELS TO RECEIVE + •T+L� pAOC BTE1E'L THIS EBOLT Wl PM NUT. PLACE L OVER EANU CH H ADJACENT �� A' j6),'-rrB A6U . 1" OVERLAP FRa PAOM THE INSIDE FASTENEL AND WINGNUTS 1 6 4" g&YP. \\\ RET£BL`OCK wA�c MAX. AGM -O�IZ •o¢ WXPAN3.fFBBT.P•4'&DAXUE><CBi(DAD 72401P Y� +KOezmri� � EXISTING amu BAY WINDOW 1/4-20 x 1" MACH!!NE OBdMRFABtEMAVAEASSE MY l SCREW STUD WIT SCALE, 1-1/2' o T-0" DivisiLm WAS WIEC UT 1/4-20 S.S. BOLT 12" O.C. (CONNECTTS PBODUCP REV)= 8 BOLT 8 WN13N TO ADJACENT PANEL, �" Q! 24" O.C. (TYP. 1 P17�vBhd'f� THESE— DETAILS DEPICT THE BWdWgCmb 20 GAGE STEEL 1" OVERLAP CONNECTION OF THE LAST PANEL A m!e Z •OS ^r•� BENT PLATE O FOR AN OPENING W1 H PANELS OR 2" x 2" x //8' WALL MOUNTED INSTALLED PROM IN IDE. US£ io BE??i AALUM. S' x 2" x 1/8" x CONT. y21 -i/2" x71C-H1/E4g" OP THESETDETAd75H ypH L BE IN BE??i rlt.. TTEE 4" STUDDED ANGLE (TYP. BOTH SIDES) ME �OnER OR UwIXpAOER TOP 05 15 MAX. (SEE SECTION T) MVERmod °fv1�°° 08 351 OTYPICAL CORNER CLOSURE DETAILS ,PLAN ® OPTIOW DT MOR FAS WNG DETAIL (I50(JOM SCALE, 1-1/2" s 1'-0" N.T.S. PAGE/018 ANCHOR SCHEDULE F HOW WMal 0AC1DROM 80758➢I'SIVAFMCONNUTAIGA/0APANB LOAD SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO UP TO SPANS UP 70 SPANS UP TO (W) 6'-0" S' -B` i2'-0^ 6•-0" e'-8" Z IV -0" MAX. AnNVIE NOTAL N08E P.S.P. IQIEt N= a011 WM TYPE CONNECTION TYPE CONNECTION TYPE �1 ANDIIDRTYPE MAX. WL 1' EDGE DISTANCE 3'16 L21MEDt�DbTAAtGE �q (AEF CONNECTION TYPE CONNECTION TYPE CONMCTWN TYPE CONNECTNIN TYPE CONNECTION TYPE CONNECTION TYPE S am golims) I i8 mm3) mN01E81 (m 3) 1 XNW31 9iamms) 43.014 11114114111 14 u 14 it 10 u u u 8 7 -,I) Cl C2 C3 C4 CS C1 C2 C3 C4 CS C1 C2 C3 C4 CS Cl C2 C9 C4 CS Ct C2 C3 C4 CS Cl C2 C3 C4 CS -- 43.0 14 34 14 B 8 14 14 14 B S 34 11 14 4 4 34 14 14 14 34 14 14 34 34 32 34 30 9 150.0 u 11 u 8 6 u 11 14 6 6 14 11 14 6 6 50.0 14 14 14 7 8 24 14 14 S 4 14 8 Ia 3 3 24 14 14 14 16 14 14 14 12 30 14 9 7 14 14 14 u 0 u 8 S S HM TAPC ld?101. '0 24 14 14 S a 14 11 12 3 ! 14 7 10 ! 3 14 34 14 22 1D 14 9 13 8 1 21 8 7 84A 14 11 24 4 4 24 7 20 3 3 14 7 10 9 3 14 13 14 10 9 14 8 22 6 711 8 7 • S0.0 150.0 q 3 7 9 34 8 ss 8 7 14 8 11 8 7 11 6 7 J16 84.014 IB 14 8 6 14 6 9 6 5 14 8 9 8 3 43.0 14 14 14 14 12 34 14 14 9 9 14 1011417 8 24124 14 14 24114114 14 14 1a 14 20 8 50.0 1a 14 I4 12 10 14 14 14 8 7 14 7 19 6 5 14.14 16 341114114,14 12 1011423 9 7 72.0 14 14 14 8 7 24 7 11 S S 14 6 9 3 4 ib 14 14 12 104 7 11 8 7D10p 7/IDI I4M1/bT 84,0 3a 30 14 7 6 34 8 9 4 416 B B 5 4 M 17 14 30 9 l4 B 8 8 6 feili•tf750.0 la 6 B 5 a 14 6 8 3 4 14 9 S a 1 8 9 8 8 14 869 8 MW.I WEDDE DI6TAND: ODN. r EDGE MSTAME 43.0 14 14 14 24 14 Sd 4 la 14 16 411 30 S 80.0 24 14 14 8 30 g a a 14114 14 14 14 14 14 14 12 9 11 9 �= --- i0O83N0:9rT 72.0 14 30 14 6 5 31 5 7 4 3 4 8 1 9 0 3 14 4 19 30 8 MM7?6a�O4vaa 84.0 la 7 34 S 4 11 4 8 4 9 a ti 4 3 14 12 14 13 30 Sa 7 10 34 8 4 7 19 9 CY$7 4fao�sl@L N1a�>N01 Y50.0 4 a 3 4 3 4 8 2L7 IQ to a 24 MULZIEDISEM, WL 21 43-0 12 12 12 12 112 32 122 U 11 30 II 8 8 7 * ,.50.0 121212 u12 u 121210 812 712 7 8 .' ' 7202 12 10 622 10 7 S lE 8 6 S 32 12 22 12 10 12 8 12 8 7 2 7 0 6 7 ' 84,0 12 10 12 8 7 22 8 0 6 512 8 8 8 5 12 U U 30 9 32 _L 10 8 7 7 a 8 7 --- SO.0 22 a a IFF 5 5 32 7 10 87 12 7 8 7 7 8 7 43.0 14 14 14 34 1.4 14 14 14 14 14 4 4 34 12 so.o14 u Sa 1a sa 14 24 14 is id 30ala 10 72.0 34 14 14 14 14 V 10 14 12 8 9 13 9 Yi•8 tt-8i6• 84.0 14124 14114 !I 14 912 13 9 4 6 11 9 150.0 24 9 12 11 9 14 8 u 12 8 9 !1 9 33&1.1'E08E AtdCE16 L 21 MEQSTANCE 43.0 8 8 8 4 3 5 4 5 3 d a 14 14 14 9 7 9 7 9 8 4 7 7 4 9 S0.0 7 7 7! 3 4 5 S 12 12 12 7 6 6 4 6 5 4 6 4 3,3 / / ~� * W"a40 72.0 6 4 VIM 5 3 7 d 150.0 ! 3 9 S 9 49.0 14 14 14 8 31 B I1 4 4 8 3 8 4 14 14 14 n a u 8 21 1 S B 3 B S 4 50.0 34 14 14 7 5 9 9 94 5 7 S 3 14 14 14 9 7 9 4 0 8 4 7 5 4 3 72.0 9 5 9 4 9 6 4 1 6 3 3 g g 9 8 S 8 4 4 5 8 1 4 3 60)O.TP\A01UaaYYe 84.0 8 4 8 4 3 8 9 3 8 3 9 8 4 8 5 4 6 9 4 9 8 9 6 4 to Y2*•� 150.03 3 0 5 5 0 3 8 8 9 4 3 6 3 4 3 6 5 4 S. q3,p 24114 13 24 2414 ]0 8 id gp,p 1 3 24114 14112 10 14 0 14 8 7 12 is 18 6 9 a 72,0 1 l a 7 a 4 O --maw,1-W 84.0 0 4 9 3 7 9 7 3 u 7 14 7 6 11 4 3 3 4 u b s 5 4 C7 140.0 7 3 7 9 7 S 11 4 S 9 a 11 4 4 9 4 4 9 9 4 OL2'EOBEG fANCE NIBJ.7EOBEDi$TANCE 43.0 14 34 14 ZQ 9 B ZQ 7 14 B 9 14 14 14 1 1 1 B 6 9 p k 124 50.0 14 24 14 9 14 31 24 B 8 14 6 10 9 4 14 14 14 14 12 14 22 14 10 8 14 B 11 7 6 = O4YALLP6N@3416•@T 72.0 14 U B 6 39 9 8 5 419 5 7 5 4 4 14 8 7 4a0gRtaM7?e1�16NT 6 84,0 14 8 6 S 14 9 7 9 4 39 g 7 9 4 14 9 14 9 714 8 7 7 9 14 S 7 7 S 94a38TAB08f1� 150. 23 9 7 0 A 33 5 7 3 4 23 3 1 3 4 I4 3 7 7 5 14 5 7 7 9 26 S 1 7 S * 43.0 so.o B 7z o e4.o tso.o ANCHOR SCHEDULE At�>n 1' 1pppS SNpWN H� pRE pR �¢7E STOMI PAIIEI. SPANS FOIFFBP�EgCEwT�CNELE�OT 1p�E�e ppyN gppp 018T&FAU40003®ALT®(679�81�R01YR1®IOOBNOYUBNSANo6PA59 LOAD 1NN.3t4°E06E DL4IANGE (W2SPANS UP TO SPANS UP 70 SPANS UP TO P.S.P. W -W, 8'-B•' 17-01. AM= TYPE MAX. AnNVIE NOTAL N08E Eo TYPE CONNECTION TYPE CONNECTION TYPE S NOTE IBBIOIF3) I�NOlE31 I�Sama) 1 Ct C2 CS C4 CS C1 CT C3 C4 C5 C1 C2 C3 C4 CS 43.014 11114114111 14 u 14 it 10 u u u 8 7 50.0 IN 14 uuu 14 u14 B 9 u73u 7 8 .,,•,,.� P 7T.0 84.0 u 14 u 10 9 u 12 10 8 8 14 it u 6 6 u u u 8 7 R 1111 14 8 S 14 1 11 u 6 6 150.0 u 11 u 8 6 u 11 14 6 6 14 11 14 6 6 43.0 u 14 14 18 9 33 8 4 9 Joe SO.0 14 14 14 u 0 u 8 S S C 72.0 11 6 11 7 3 4 7 8 y4� 61bT 04.0 9 4 9 7 a 7 8 -150.0 7 3 7 3 7 3 * 43.0 u 24 24 is u 10 9 >A f6 1a 7 6 • S0.0 14 14 14 13 I3 14 10 14 8 0 24 1 23 6 5 72.0 14 14 14 9 8 16 7 11 0 3 14 6 9 6 9 84.014 IB 14 8 6 14 6 9 6 5 14 8 9 8 3 igp p 14 8 6 $134 6 9 6 9 14 B 9 6 5 JA IN 2. T �T(4ACBL.,IB SDE R S D OON SHUTTERSTANOLSELE 1 PAN 6R8ATER EL. 3. SEE 14OGUp,NTTIINGG SECTION NNNpCDETAILS FOR IDENTIFICATION pOpF CONNECTION RTYPE. 4. fP F4U,t�STRUCY E E FOR PROPEROANCEHOR TYPENBASED ON S. &?�CHORS SHft?E WSTALLE0 IN ACCORDANCE WITH MANUFACTURERS' 6. MINIMUM 01�'IENDAEMBEDppM��E 4T AND EDGE DISTANCE EXCLUDES WALL FMH CORR STUCCO. III as 7. �FPIE�p E'PASTENt�YOPLYW0081p8j�,'-A('�C��pp�pH {pL� 8. AN OR. SNF1ppyVEE���pB14E4 DFFt/�p Yp�.p4LwBApGpESMCERNE7MLLpF1gAR 9. N T . U.O.PL EITHER A PAN NEAR, TRUSB NERD. OR�IMAFER 10. m DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 11. SCREW, NUT OR NASNERED WENDN� REMOVABLE BY REMOVING MACHINE 12. ALL POINTS S01.10 SET AND POWERS CALK -W ANCHORS MAY ONLY BE USED W OONCREM WALLS, HOLLOW WWRETE E0.M WALLS OR CONCRETE SLABS ON GRADE. 13. FOR ELOO CRETMa SS4. CONMI E STRENGTH. F4-3.8 KSL FOR flW TAPCON, CONCRETE STRENGTH. FO &2 KSL FOR ALL OTHERS CONCRETE S FXWTH, F4<- 3 KSI. PRODWrR@EWBD asommoyfasw 6dwPIm" Code ¢ �05F- O O 34= By DivW 0 DTrisloa PAGE8a18 0.050" ALUMINUM STORM PANUI y 10A 8-0 3 2-1/4 10-6 /8 WA E-8 3 2-1/2 9-10 5 --B S 3 2-3/4 LIi T r�wuannn smRs, PAFla SEPARATION Rglfl GLASS TAME WIM 8-B 3 3 9-0 5 -1/4 A POSITIVE 4-0 COLUMN 7 COLUMN 2 1. I�{E pp 7�� p app A E CH AgND B-4 3 80A �J 1-1/2 0 DESIGN ACTUAL SPAN (L) MIN. SEP. FOR ALL MIN. SEP. FOR ALL PANT vIR EI US�pTH OPCTI� F SPO. LSEDHTO 0 3 1-1/2 STORM PAA 7-3 L LOAD fWl IN) INSTALLATIONS LESS OSTALLATOIrIS GREATER 6-9 9 2-9/0 �AbI SCN82ULE 3-0 3 1-1/2 ESPA! 6-4 THAN 30' ABOVE GRADE THAN 30' ABOVE GRADE (INCHES) (INCHES) IHWNAETETW 2. FOR RppLANSN E MAV BEEX DETER�NEIR BLE SP 1 POSITIVE OR PAN FOR NEG PAN FOR POS A" NEGATIVE GN LO PRESSURE PRESSURE (FT - IN) (FT - IN) TABlE8NNE IP.S.F.) ~ gg ��55 1. E T EBHIN. SWIOTRM SHUTTERES IRGATION PROM p 40.0 12'-0" 10'-4" 44.0 50.0 11'-3" 10'-1" 10'-8" 9'-9" ■69B - 1—fin ri . 9,6" 60.0 9'-9" W-3" ■o 82.0 9'-7" 9'-1" sg 65.0 9'-4" 8'-11" 70.0 9'-0" 0'-7" 72.0 8'-11" 8'-4" a 7S.0 8'-8" 0'-0" 80.o 8'-3" 7'-6" n� 90.0 7'-4" 6'-8" 100.0 6'-7" 6'-0" 110.0 6'-0" 5'-5" 120.0 S'-6" 5'-0" 130.0 5'-Y' 4'-7- 14040 4'-B" 4'-3- 5010 4'-4" 4'-0" PRODUCP RENRVAW BWW*�wh60mFlorid0 o�-oo¢ v,L KnoaoVIch ay � � a m PRODUCTRssv� aromm�WlaBDP� ouhbgc"&. .e .°$' A's No7En EA �0 os 16 zGos 08 351 PAQE6d6 y 10A 8-0 3 2-1/4 10-6 /8 WA E-8 3 2-1/2 9-10 5 --B S 3 2-3/4 I 4-0 3 1-1/2 70A 8-B 3 3 9-0 5 -1/4 80A 4-0 3 1-U2 B-4 3 80A 4-0 1-1/2 7-9 3 2-3/4 10)A 4-0 3 1-1/2 7-3 3 2-7/2 110A 4-0 3 1-'1/2 6-9 9 2-9/0 I20A 3-0 3 1-1/2 6-4 3 2-1/4