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WS-11-1903Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 168241 Permit Number: WS -10 -11 -1903 Scheduled Inspection Date: January 05, 2012 Inspector: Rodriguez, Jorge Owner: Job Address: 10500 BISCAYNE Boulevard Miami Shores, FL 33138- Project: <NONE> Contractor: SHUTTERS EZ Permit Type: Windows /Shutters Inspection Type: Shutter Final Work Classification: Shutters Phone Number Parcel Number 1122300010500 Phone: (954)303 -2533 Building Department Comments 3 ACCORDION SHUTTERS Passed 1c4 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- 165511. Shutter on south facing wall must have the correct minimum edge distance and bottom anchors. January 04, 2012 For Inspections please call: (305)762 -4949 Page 16 of 21 ;z,( fp 1019L (1, Lri BUILDING PERMIT APPLICATION FBC 20 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 Permit No. W� _ ICj& Master Permit No. Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): il 4 /V Address: 0 ✓ d ® I ' e-- eA 4,10. City:'/ %� State: # Phone #: 9°5' 8-73 -,z4/ Zip: Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: / 0 5 C 0 i ' c .4-7 ,/u d . City: Miami Shores County: / Miami Dade Zip: 3 3 l 3 ? Folio/Parcel #: // 22 3 06 o/ r® Is the Building Historically Designated: Yes NO `../ Flood Zone: re21C- l °-4,361 -3D —°79C CONTRACTOR: Company Name: _ 4'� `(� -'' fr r� 6. 7`s Phone #: e7`., ^ Z 6.733 Address: 0 <4®e, !/ G'°''7 /rr6 .5.e.7., 5 / Zip: City: /��°6�T =,i� State: 4- - '31 �� /�'ve^n Q ��� _ fay (' 3 0 3 - 26 33 Qualifier Name: .�• Phone #: State Certification or Registration #: Certificate of Competency #: C ( L " /g® 96 7 Contact Phone #: qcv - 3 0 3 ° 2 6 3 3 Email Address: ay" 1'12 Or 74 4-,‘/.. 4 0-'7 DESIGNER: Architect/Engineer: 'Phone #: Value of Work for this Permit: $ r Square/Linear Footage of Work: Type of Work: ❑Addition ❑Alteration ❑New ❑Repair/Replace ❑Demolition Description of Work: 3 c e> ©<+ u f- 5 t. 71 =" JO i'.5 ******** * * * * * * * ** * * * ** * * * ** * * * * * * * * * *** Fees * *** * * * * ** * * * ** * *** * * * ** * * * * ** : **** * * ** * * ** Submittal Fee $ L U ' , - . ��Permit Fee $ �� CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ L(of) 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 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 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 e person whose property is subject to attachment. Also, a certified copy of the recorded notice of co ' ce u be posted the job site for the first inspection which occurs seven (7) days after the building permit is issued. ] ..rent /uch 'os:ed otice, the inspection will not be approved and a reinspection fee will be charged. The fo day of me or who as produced who is per As identification and who did take an oath. A Contracto nstrument was ac ,20J1 ,by nally known : me or who has fication and who did take an oath. LIC: • Sign: Print: My Commission Expires: ************skH= **Or:K >_ F:- �Rs3s skKs**** *nk*N= *Neik**aydk :k*ds***skihik*aRik**N=* 114 aFK= *sksk*nkik*sk*** ***a:+ k: R*ik*ik***+k *4aak**nknh*+k**sH***** Sign: Print: My Commission Expires: ,1,3 tfi � kNy y . e 0 h uC� CO cW� Sfll49 tv APPROVEDB`f < l./ ,X0/7-1, Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Zoning Clerk 10/14/2011 15:04 9542728551 ATELIER & PROJECTS PAGE 01 STATE OF FLORIDA DEPARTMENT OF BUSINESS ARID PROFESSIONAL REGULATION i94TRmON DUBTTTR LICENSING BOARD (850) 487 -1395 TALLAHASSEE FL 32399 -0783 ORTEGA ARTURO ATELIER & PROJECTS LLC 20400 W. COUI rrW OLVII DI%. APT. 519 AVENTURA FL 33180 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionaks and businesses range from architects to yacht brokers, from boxers to barbecue restaurants, and they keep Florida's economy strong. Every �f we work about ices log onto myyilo da1�lcen com. There you can find more Information about our divisions and the regulations that impact you, aaubaaxib* to doparbinant nowelatiorm and foam nitwit ahnhd thht Departmenrs initiatives. Our mission at the Department is: License Efficiently, Regulate f=airly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! DETACH HEw . o 10/14/2011 15:26 9542728551 ATELIER & PROJECTS PAGE 01 10114'0011 161 041 064 0700661 r ATELIER S PROJECTS taugryto 637811 -1 BUSINESS NAME / LOCATION ATELIER & PROJECTS` LLC 20400 W COUNTRY CLUB 'DR 33180 CITY OF AVENTURA THIS ISNOTrA BILL _DO NOT PAY RENEWAL REG-opi td0 : ..: 664581 =7 5I9STATEO C6C1509629' OWNER ATELIER & PROJECTS LLC' Sea typeof Business NORKER/S • 196 GENERAL BUILDING CONTRACTOR 1 THIS IS ONLY A LOCAL COES NO7 PENH HOLDER TO VIOLATE ANY war LAS °F THE DO NOT FORWARD COUNTY OR COTES. NOR DOES TT EXEMPT THE HOLDER FROIA ANY OTHER PERMIT OR LICENSE REOUIREO DY LAW. THIS IS NOT A CERTIFICATION OF THE HOLDER'S QUALIFICA- TIONS. • FIRST-CLASS U.S. POSTAGE .PAID 1[I{iAMt, FL PERMS• NO: 231 PAYMENT RECEIVED U -DALE COUNTY= COLLECTOR: 09/26/2011 09010117001 00004.00 OCHS Cerlialtrl .ttae ATELIER & PROJECTS LLC SERGIO A ORTEGA 20400 W COUNTRY CLUB DR 519 AVENTURA FL 33180 37 PAGE 03 1 10/14/2011 15:04 9542728551 ATELIER & PROJECTS PAGE 04 01 -25 -2010 ALEX SINK STATE OF FLORIDA CNIEF FINAP[CIAL o picER DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * 4i CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW * CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: 01/25/2010 PERSON: mink FEIN: 201690938 BUSINESS NAME AND ADDRESS: ATELIER & PROJECTS LLC 20400 W COUNTRY CLUE DR APT 519 AVENTURA FL 33180 SCOPES OF BUSINESS OR TRADE: 1- CERTI FIED GENERAL. CONTRACTOR EXPIRATION DATE: 01/25/2012 S ARTURO A IMPORTANT: Pursuant to Chapter 445 , D5(14), F.S., as officer of a corpotatiaa who elects exemption from Oils ehsptet by filing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05(t2}, F.S., Certificates of election to be exempt... apply only within the scope of the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shell be subject to revocation It, at any time alter the filing at the notice or the Issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance at a certificate. The department shall revoke a cettficete at any time for foliate a1 the per40A named on the certiffcate to meet the requirements of this section. WC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09 -06 QUESTIONS? (850) 413 -1609 PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE STATE OF FLORIDA DEPPARRTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION CONSTRUCTION INDUSTRY • CERT1F)CATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS COMPENSATION LAW EFFECTIVE 01/25/2010 EXPIRATION DATE: 01/28/2012 PERSON: S ARTURO A ORTEGA FEIN: 201600938 BUSINESS NAME AND ADDRESS: ATELIER & PROJECTS LLC 20400 W COUNTRY CLUB DR APT 519 AVENTURA, FL 33180 SCOPE OF BUSINESS OR TRADE 1, CERTIFIED GENERAL CONTRACTOR IMPORTANT O Pursuant to Chapter 440.05114), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election I- under this section may not recover benefits or compensation wider this D chapter. H Pursuant to Chapter 440.05(12), F.S., Certificates of election to be exempt.. apply only within the scope of the business or trade listed on E the notice of election to be exempt. E Pursuant to Chapter 440.05(13), F.S., Notices of election to be. exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. CLUESTiONS? (850) 413 -1609 CUT HERE * Carry bottom portion on the job, keep upper portion for your records. NC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09 -06 10/14/2011 15 :04 9542728551 SEP -23 -2011 11:51 FROM: ABOUND INSURANCE ATELIER & PROJECTS 3059474211 TO:9542728551 CERTIFICATE OF LIABILITY INSURANCE PAGE 02 P.1/1 9/23)201.1 TES CERYIRCATE 13 MS= AS A MMAMT EH OF INFORMATION . A'5/05d Zmoaar�entlal. Sties. Rlt MTS IAIor T 5 CERTIF)DA'� Lb""1O 'rues t:raasrn.wE= ww ppr, w ++v. —u Air v1. NM 19th Avenue North WNW- Beach, PL 33162 305 -947 -4933 Mani b Airg •?rox it PRO321028 LLC 20400 Sr. OIXDITRI =XS OR APT 151.9 AVBO EGRA, D'L 33100 54- 303 -2533 ALTER THE COVERAGE BY IRE POi.mE9.1�041Yp„� D6SURER$ AFFORD= COVERAGE e>aasl k ummuumsmemosissmilVW.O. rRAMO r,aa -a ,aauCn a. NEMER It THE POLIO OP INSURANCE LIIITIED BELOWHAVE MIEN SCUM To The gnufsteD MAIM MOVE FOR THE POLICY PERIOD INDICATED, NOTVI ITHSTAND* 0 ANY RECIAREMENT _TERROR COMMA WANT CONTRACT OR mot DOCUMENT WITH RESPECT TO WHICH i. CITE MAY DE ISSUED OR MAY PERTAIN. TIE AFFORDED BY THE MIMES OES[3MBEDISEREJN IS SUBJECT TOA!l THE "TP,RlIN. Ts7(Cl.US/OM ANO COMMONS oF 3=4 POLICIES. AGGREGATE LASTSSHd6NN MAY HAVE SEMI REDUCED BVPAIDOISSI. % iatr. ha"�.°°� . � M• w 1Y'YNi mei mamas ^�w�ii �� 03/26/11 MUM 03/26/12 parrs - -- �■�w�.i _ y. O'p�9�u 0 $ .........50,000 x v` • rr C C/109006529 -02 .f 1 NIAMM WM ,.¢m,., .,, 5,000 s 300:000 17-1-6 r • 300,00 peasootacontaar toIMMIAl a a n i f E / 7 am mareseina+psrAPPLOa^t^ot Poldar f �T l ' peaouc,s.Cam r*oo M2TC&meaeuMMm WANNMAIMM eitOrmiY OW....+..Ov $ • M Rio* WD, wlomav -mr n t • EXammeasantit trsnt►v aalOCCIIRROIRI $ --- °Cdr' dutea amaamuie $ ° AVM* W $ Off lloT Wk1.CENDeartie lampp �amams.w . a QICNA ' es_rst► `EA DAP s em >xL 0 •,w,cr f 00188 BZ & 8D $2,300 IoOCTZSIIB DISNWPRMISFONIRMIONS/KOMWMINSIGLES4EXCUAMNSIRMON aVeq , i L (MOAN= ^�.� GENERAL CONTRACTOR LEARI YYF VII cLNXPCLUOXV BVOL 'MORT 4 PROM= . SSOLVER CUT 'OP NORTH ffiA71'IZ MOM= 1.,0050 NE 2ND AVE MIAMI 3> 8, PL _ ILCORD?SIOQ11010 CARO B' AY10N ��.,.,nna. , • arm+ now worm pa 48111%100$21nlia osta 81888a888 7011‘0111 (INK' WARM, *10712 TO'ma as Moat ow= low um; mnwmsral TOGO BOOWL NAM NO Oaum TEN gm uOmrOF an Om ur** e NUM, ms mom on sismssmoximut ®A0Q►ORATi0M IB88 Permit No: 11 -1903 Job Name: October 19, 2011 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 1) Provide a floor plan showing the occupancy of the rooms being covered. Are these windows or doors? Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 ci y 1,2Dc Copy • OCT 14 2011 5/2011 15:24 3054460574 MARK S SCHECHNER PAGE 01/01 WI; LoT J7, 5.1, C AS 4*, PS.6•9) 00tlitaF 6 %MOW MP. 1 ;71 i c_7'/2, b- - CM. - Po. RE) 'i :Ov= �••i9r i :2t 4g: 'O N N f / 4 Ettilit 41011" !Ar!1 Mg Pirelr114 a tyii N. z 3 c70-0/05-6, BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DMSION NOTICE OF ACCEPTANCE (NOA) Osmarble Contractor Corp. 9444 N.W. 13th Street Doral, Florida 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County BNC- Product Control Section 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 Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BNC reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: " HT -100 " Aluminum Accordion Shutter APPROVAL DOCUMENT: Drawing No. HTS.09003r, titled " HT -100 Accordion Shutter ", sheets 1 through 7 of 7, prepared by Nu -Wind Engineering, dated April 07, 2011, signed and sealed by Christian Langley, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, the following statement: "Miami -Dade County Product Control Approved ", and NOA number, per TAS -201, TAS - 202, and TAS -203, 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 revises & renews NOA #06- 0703.01 and consists of this page 1, evidence submitted pages E -1 & E -2 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.gov/building MIAMI-DADE COUNTY APPROVED: 08/�1 /emu NOA No. 11- 0713.03 Expiration Date: 07/17/2016 Approval Date: 08/11/2011 Page 1 Osmarble Contractor Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #06- 0703.01 A. DRAWINGS 1. Drawing No. 06 -407, titled " HT -100 Aluminum Accordion Shutters ", sheets 1 through 7 of 7, prepared by Thornton - Tomasetti Group, dated September 14, 2005, last revision #0 dated September 14, 2005, signed and sealed by V.J. Knezevich, P.E. B. TESTS 1. See Association's generic approval under 05 -0321. C. CALCULATIONS 1. See Association's generic approval under 05 -0321. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 05 -0321. F. STATEMENTS 1. Release letter issued by the Hi -Tech Shutter Group, Inc., dated June 05, 2006, certifying this product to meet the criteria of product tested and approved, and allowing Osmarble Contractor Corp. to use the test results approved under Miami -Dade County Approval No. 05 -0321, signed by Mr. Frank Cornelius. 2. Acknowledgment letter by Osmarble Contractor Corp. dated June 20, 2006, signed by Osmar Santiesteban. 3. Letter by Thornton - Tomasetti Group, dated June 05, 2006, certifying that the drawing (No. 06 -407) prepared for Osmarble Contractor Corp., signed and sealed by Mr. V J. Knezevich, P.E., is engineering wise identical to Hi- Tech's generic drawing (No.05 -509). 4. Acceptance Letter issued to Mr. Osmar Santiesteban on July 09, 2006, and returned signed by Osmar Santiesteban on July 17, 2006, indicating to please issue the proposed Notice of Acceptance as submitted and reviewed E -1 elmy A. Makar, P.E., M.S. BNC, Product Control Unit Supervisor N(iA No. 11-0713.03 Expiration Date: 07/17/2016 Approval Date: 08/11/2011 Osmarble Contractor Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. HTS. 09003r, titled " HT -100 Accordion Shutter ", sheets 1 through 7 of 7, prepared by Nu -Wind Engineering, dated April 07, 2011, signed and sealed by Christian Langley, P.E. B. TESTS 1. See Association's generic approval under 09 -1510. C. CALCULATIONS 1. See Association's generic approval under 09 -1510. D. QUALITY ASSURANCE 1. By Miami -Dade County Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 09 -1510. F. STATEMENTS 1. Release letter issued by the Hi -Tech Shutter Group, Inc., dated June 28, 2011, certifying this product to meet the criteria of product tested and approved, and allowing Osmarble Contractor Corp. to use the test results approved under Miami -Dade County Approval No. 09 -1510, signed by Ms. Yovanna Diaz. 2. Acknowledgment letter by Osmarble Contractor Corp. dated June 28, 2011, signed by Osmar Santiesteban. 3. Letter by Nu -Wind Engineering, dated April 07, 2011, certifying that the drawing (No. HTS.09003r) prepared for Osmarble Contractor Corp., signed and sealed by Christian Langley, P.E., is engineering wise identical to Hi- Tech's generic drawing (No. HTS 09003). E -2 �A. Makar, P.E. y , M.S. BNC, Product Control Unit Supervisor NOA No. 11-0713.03 Expiration Date: 07/17/2016 Approval Date: 08/11/2011 GENERAL NOTES HT 100 ACCORDION SHUT1 ER 1. THE SYSTEM DEPICTED HEREIN HAS BEEN TESTED & EVALUATED IN ACCORDANCE WITH THE 2007 FLORIDA BUILDING CODE WITH 2009 SUPPLEMENTS, FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2. THIS SYSTEM HAS BEEN EVALUATED WITHOUT A ONE-THIRD INCREASE IN ALLOWABLE STRESS. 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH TH35 SYSTEM SHALL BE DETERMINED BY OTHERS ON A SITE- SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE 4. THE SYSTEM DETAILED HEREIN L5 GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE-SPECIFIC DOCUMENTS FOR 115E IN CONJUNCTION WITH THIS APPROVAL AND APPLY FOR MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION ONE-TIME APPROVAL. 5. CONTRACTOR, ARCHITECT, ENGINEER OF RECORD, OR BUILDING OFFICIAL SHALL VERIFY THE ADEQUACY OF THE EOSTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS, 6. ALL ALUMINUM EXTRUSIONS SHAW. BE 6063.16 ALLOY & TEMPER, U.N.O. 7. ALL POLYCARBONATE COMPONENTS SHALL BE FABRICATED FROM 10016 °L9'A W° POLYMER (BY SAM INNOVATNEPLASTICS) APPROVED FOR OUTDOOR USE WITHIN THE HVHZ 8. SHUTTERS SHALL HAVE A MINIMUM OF ONE LOCK LOCATED WITHIN 18° OF MID -SPAN (MEASURED VERTICALLY) AT ANY HORIZONTAL LOCATION, AND SHALL BE ENGAGED WITH SHUTTER IN °CLOSED° POSITION TO PROVIDE HURRICANE PROTECTION. 9. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABEISD WITH A MINIMUM OF ONE LABEL PER UNIT CONTAINING ALL INFORMATION SPECIFIED IN THE ABOVE -NOTED BUILDING CODE, AS WELL AS THE FOLLOWING: OSMARBLE CONTRACTORS MIAMI, FLORIDA MIAMI -DADE PRODUCT CONTROL APPROVED 10. HEAD & SILL DETAILS MAY BE INTER01ANGED WHERE NOTED IN MOUNTING SECTIONS TO FIT FIELD CONDITIONS. 11. ALL BOLTS & WASHERS SHALL BE ZINC COATED STEEL, GALVANIZE) STEEL, OR STAINLESS STEEL WITH A MINIMUM TENSILE YIELD STRENGTH OF 60 KSL ALL 3/16°8 POP RIVETS SHAD, BE 5052 -H32 ALUMINUM ALLOY OR STRONGER. 12. OPTIONAL: SHUTTER BLADES MAY BE STACKED (Le. HELD IN OPEN POSITION) USING ANY COMBINATION OF THE FOLLOWING METHODS: • ALUMINUM 'STACK LOCKING CLIP° (PART 826) • PLASTIC CLIP PLACED IN TRACK (HEAD 8/016561) • PULL-OUT CLEVIS PIN INSERTED INTO TRACK (HEAD &/OR SILL) • VELCRO STRAP AROUND STACKED BLADES (AT ANY HEIGHT) L3. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE ABOVE-NOTED BUILDING CODE .{' `TOP TRACK \V UNLIMITED WIDTH (MSEC IONS, N. E. otl�o BOTTOM TRACK L00( SHALL BE LOCATED N- ALT LOCK WITHIN 18° OF KID-SPAN, LOCATION & ANYWHERE ALONG AT END HORIZ SHUTTER WIDTH PRODUCT REVISED es comply.% OmTd6�wdob the F1oa'idn Coda Aeceptsum No _ ETYPICAL ELEVATION . SCALE: N.T.S. ENTER ELEV -;c- 0.097°1 0.076° TRACK COMPONENTS -I� 0.076° 0.055] OWALL TRACK SCALE 13 0.055 .f- 1.4°' t .65 I'p ` 0.076° o 0.055 0.055°'''' I '''''' -34, 0 TYP .06 11 CEILING TRACK SCALE: 1:3 0 ADJUSTABLE SILL TOP SCALE: 1:3 t--1.090° X I 076 -� 1.840 °�j' 3.448° 16 WALKOVER SILL TRACK SCALE: 1:3 .�--* 0.600° 0.055 TYP 3.03 3.000' 0.600 0.062° TYP . 0.724' 17 RECESSED SILL TRACK SCALE: 1:3 0.125' TYP Control .' -- 2.000° TO 5.000' -ar 18 ANGLE SCALE: 1:3 4.534° R0.143° 80.287° I 0.052° 0 ALUMINUM BLADE SCALE: 1:3 RD.287)1 - 0.052° 4.478° �28T OALUM BLADE ADAPTER SCALE: 1:3 BLADE COMPONENTS 4.559° 80143° 80287° 0.100° POLYCARB 080.265° e � 0.050° 1.503° 0.224° URETHANE ADHESIVE FULL LENGTH EACH SIDE POLYCARBONATE BLADE SCALE: 1:3 3.429° R0.142 0.100° 7 END SLAT SCALE: 1:3 0.070' OUNIMATE SCALE 1:3 0.076° R0.143° 0.068° TYP 'Irk -- y�_ 1'- 2.101° OCENTERMATE2 SCALE: 1:3 .'1.250 °4' O90° END SLAT SCALE: 1:3 1 d 1 ALT CENTERMATE 1 SCALE: 13 OALT CENTERMATE 2 SCALE: 1:3 ASSEMBLY COMPONENTS 0.050° 80.160° 1.500° • NYLON ROLLERS • STAINLESS STEEL CARRIAGE & RIVETS 1.100' 19 ROLLER ASSEMBLY SCALE: 1:3 0.322° MIN rJ ir 208 TIP 20 21 NYLON BUSHINGS SCALE 1:3 #14 SCREWS W/ #10 HEAD (410 HT 5.S.) 20b #10 KNUCKLE SCREWS SCALE: 1:3 /i5- 0.230° W-0375 J� 11 .4*- 0.204° O 0.454° 0.115° tarxa�o-am++a DRAMS HTS.0900 SHEET 1/ °F V LOCKS & ACCESSORIES 0.688° THICKNESS: 0.125° (STAINLESS STEEL) OHOOK LOCKING ARM SCALE: 1:3 1220° 44" 1.0 0.630°— 0 080° 24 HOOK LOCKING ARM BUSHING SCALE: 1:3 NYLON ,tT1.4go. •I Lam' 0.05D° 0.078° 0.781° 0.188° 0376° TYP HOOK LOCK INSERT O SCALE: 1:3 HANDLE (OPTIONAL) SCALE 1:3 2373° 0.070° TYP o R0.306° 0.174 ° —' 1.1350°' a 26 STACK LOCKING CLIP SCALE: 1:3 0.634°x0.056° S.S. WASHER IiiI1 .(I 0.634°x0.056° TYPICAL SS. WASHER 01 BLADE ASSEMBLY 2 SCALE: 1:3 SIDE ELEVATION OPTIONAL LOCOING ROD (0.50 °0 x 12° MIN, WAH 1° TAPER) OPTIONAL HANDLE AT LOCK LOCATION °CHV7SANA7iS° OR °ALTCcVTERMA7S KEYED CYLINDER OR THUMB -TURN (EGRESS) EXTERIOR L- HANDLE LOCK OPTIONAL LOCKING ROD (0.50°0 x12° MIN, WITH 1° TAPER) OPTIONAL HANDLE AT LOCK LOCATION KEYED CYLINDER OR THUMB -TURN (EGRESS) CSYI734MAi$° OR °ALTCINTERMATS° C 2 INTERIOR L- HANDLE LOCK sou.: 1:3 HORIZ SECTION SCALE: 1:3 HORIZ SECTION UNIMATE + PUSH - BUTTON 2 SCALE: 1:3 HORTZ SECTION HORIZONTAL SECTIONS ANY ANCHOR FROM ANCHOR SCHEDULES AT 24° O.0 61/° MAX 100° MAX / MIN (1) LOCK PER SHUTTER (SEE OPTIONS THLS SHEET) WHERE NO POLYCARB BLADES ARE INCLUDED IN SHUTTER, REF °ALL ALUM BLADES° SPAN SCHEDULE ZO2 SHUTTER ASSEMBLY WITH ALUMINUM BLADES SCALE: 13 HORIZ SECTION ANY ANCHOR FROM ANCHOR SCHEDULES AT 24° O.C. 63° MAX POLYCARB & ALUM BLADES MAY BE COMBINED (REF ° POLYCARB BLADE° SPAN SCHEDULE) ANY ANCHOR FROM ANCHOR SCHED AT24 °O.0 ANY ANCHOR FROM ANCHOR SCHED AT 24° O.C. 100° / \ 100° MIN (1) LOCK PER SHUTTER (SEE OPTIONS .7 THIS SHEET) -/ 33 SHUTTER ASSEMBLY WITH POLYCARB BLADES W SCALE: 1:3 HORIZ SECTION UNIMATE + CLEVIS PIN Cj U NIMATE + THUMBSCREW SCALE: 1:3 HORIZ SECTION SCALE: 1:3 HORIZ SECTION ALUM CLOSURE ANGLE WITH MAX DIMENSIONS: • 1°xWx0.055° • 1°x2°&.055° • 1°x23i°xO.055° • 2°x3'50.055° • 2°x4"xO.055° • 2°x5°x0.125° *10 SMS OR 3,16° POP RIVETS AT 18° 0.C. RHYMED El PIus with OheF9asdda Building Code Amapa= No Dato . �._ / T /6 SPECIAL INSTALLATION OPTIONS: (2) ANCHORS PER ANGLE (USE ANY ANCHOR FROM ANCHOR SHED) APPLICABLE TO AWM AND POLYCARB BLADES (3) #10x° GALV ORS.S. SMS OR 3/16° ALUM POP RIVETS EACH ANGLE TO TUBE #10.1ar GALV OR 5S. SMS, 3/16° ALUM POP RIVETS, OR % ° -20 THRUBOLTS AT 24° O.C. // EXISTING STRUCTURE CORNER (2) 1°x2°x0.125° (MIN) 6063 -T6 ALUMINUM ANGLES AT TOP AND BOTTOM OF EACH TUBE 25t2°xO.125° 6063 -T6 ALUMINUM TUBE AT CORNER ALT: ANY LOCKING CENTERMATE AT CORNER O CORNER CLOSURE WITH POST SCALE: 13 HORTL SECTION CORNER CLOSURE WITH CENTERMATES (NO POST) 3 SCALE: 1:3 FOTOUi),OOUT. CONIXTIONS, Ms ELy TRACK TO KO, ANGT.EPERAPPROPRIAtE MOUNTING SEU;TION DETAB. 4$1 . Ill A SHOWN TACK WELD AT EACH HEREIN (HEAD OR SILL), SEAM BETWEEN SEGMENTED TO FIT CURVE TRACK SEGMENTS 14*11/ NOTE ANCHOR INSTALLATION CRITERIA (EMBED, EDGE DIST, SPACING, ETC.) SHALL APPLY AS NOTED IN ANCHOR SCHEDULE & NOTES HORTZ SECTION ANCHORS FOR WALL MOUNT CONDITIONS ALT: ANCHORS FOR TRAPPED CONDITIONS ANCHOR TYPE & SPACING PER ANCHOR SCHED, MIN (2) ANCHORS PER SEGEME NT SEGMENTED TRACK OPTION E. SCALE: 13 ELAN VIEW 3 0 FLOATING STACK OPTIONS 3 SCALE:13 HORIZ SEcTION NOTE: ANY FLOOR TRACK MAY BE USED - REFER TO MOUNTING SECTIONS FOR ANCHOR REQUIREMENTS REMOVABLE TRACK MUST BE INSTALLED FOR HURRICANE PROTECTION y to 2° FIXED TRACK AT SLAT % °to r STACKING LOCATIONS �2 (LENGTH MAY VARY) REMOVABLE ANCHORS EDGED ANCHORS REMOVABLE FLOOR TRACK SCALE: N.T.S. PLAN VIEW NOTE: ANY TRACK MAY BE USED - REFER TO MOUNTING SECTIONS FOR ANCHOR REQUIREMENTS V2° to 2° 4-SPLICE JOINT %° to 2° FIRST TRACK ANCHORS AT SPLICE SPLICED TRACK 3 SCALE: N.T.S. TYP HEAD & SILL PLAN VIEW STUD & TRUSS /RAFTER MOUNTING CONDITIONS: EXISTING WOOD TRUSSES OR RAFTERS AT 24° O.C. MAX (G=0.55 MIN) PLATE TO EACH RAFTER WITH ANCHOR TYPE AND QUANTITY PER SCHED BELOW #14 WOOD SCREW (2° MIN EMBED) 4 1/4° TAPCON (135° MIN EMBED) 5 1'q° MIN SPACING (TYPICAL) REF GLASS /- SEPARATION SCHEDULE ANCHOR QUANTITY PER RAFTER 0.125° OR 0.250' THICK ALUM PLATE (WIDTH TO ACCOMMODATE ANCHOR QUANTITIES PER TABLE ABOVE) TRACK TO PLATE WITH #14 SMS BETWEEN RAFTERS AT SPACING BELOW: • TO W° PLATE: 5° O.C. MAX • TO W PLATE 10° 0.C. MAX MAX SHUTTER SPAN PER SPAN SCHEDULE 1 HEAD ONLY cp TRUSS -MOUNT CEILING TRACK SCALE: 4° = 1' -0° MOUNTING SECTION BLOCKING TO EACH STUD WITH ANCHOR TYPE AND QUANTITY PER SCHED BELOW: #14 WOOD SCREW 1/4° TAPCON /EXISTING WOOD STUDS AT 16° OR 24' O.C. MAX (G=055 MIN) STUD SPACING 16° O.C. 24° O.C. 2 PER STUD 2 PER STUD 3 PER STUD 2 PER STUD ANY WALL TRACK (HEAD OR 5D1, INCLUDING BUILDOUT) TRACK TO BLOCKING PER SCHED BELOW: TO BLOCKING: • #14 SMS AT5"O.C.MAX • '✓-20 BOLTS AT 12° 0.C. MAX TO WOOD BLOCKING: • #14 SMS AT 7°O.0 MAX • W TAPCONS AT T O.C. MAX BLOCKING MEMBER OPTIONS: • 15:3504° OR 15:45:3V AWMINUM TUBE • 2x4 OR 2x6 WOOD MEMBER (G=0.55 MIN) REF WALL TRACK MOUNTING DETAILS FOR GOVERNING SPAN SCHEDULE TYP HEAD & SILL (SILL SHOWN) 80 3 STUD WALL MOUNT SCALE 4° = 1'-0° MOUNTING SECTION CONN TYPE C3 REF ANCHOR SCHED FOR TYPE & SPACING TYP HEAD & 5ILL 'TEA GLASS SEPARATION SCHEDULE ri 4 1 WALL TRACK SCALE: 4° = 1b° REF GLASS I-SECHEDULE PARATION MOUNTING SECTION 1EX TIHG HOST STRUCTURE Y2' CONN TYPE C3 REF ANCHOR SCHED FOR TYPE & SPACING MAX SILL ONLY 4 WALL SILL TRACK SCALE: 4° = 1'-0° MOUNTING SECTION Xg° POP RIVETS OR #12 SMS AT 6° 0.C. (FRONT & BACK) REF GLASS SEPARATION SCHEDULE MAX dz" I SRI ONLY I CONN TYPE C3 REF ANCHOR SCHED FOR TYPE & SPACING 1" I I REFERENCE GLASS 2, SEPARATION SCHEDULE 2°x2°x0.050° ALUM B.O. TUBE TYP HEAD & SILL Y4° MAX --r BUILDOUT 2x2 0 4 2 + WALL TRACK SCALE: 4" = 1' -0° MOUNTING SECTION REFERENCE G1AS5 "I SEPARATION SCHEDULE 2°x2°x0.0SS0° ' ALUM B.O. TUBE A EMBED /EXISTING HOST STRUCTURE EXISTING HOST STRUCTURE CONN TYPE C4 REF ANCHOR SCHED FOR TYPE & SPACING '/4 MAX REF GLASS SEPARATION' SCHEDULE 1 CCEILING TRACK �µy�f -4 I SILL ONLY I CONN TYPE C3 REF ANCHOR SCHED FOR TYPE & SPACING BUILDOUT 2x2 + WALL SILL TRACK 4 SCALE: 4° = 1' -0° MOUNTING SECTION 1°x1 ALUM 316° POP RIVETS OR 012 SMS AT 6" 0.C. (FRONT & BAOQ 11111 Oirr: JIB X40 ' EDGE REF GIAS5 . - SEPARATION SCHEDULE CONN TYPE C4 REF ANCHOR SCHED FOR TYPE & SPACING EXISTING HOST STRUCTURE ADJUSTABLE SILL TRACK (STANDARD ANCHORAGE) SCALE: 4° = 1' -0° MOUNTING SECTION 0125' ANGLE % °'t. Mak I SILL ONLY I CONN TYPE CB REF ANCHOR SCHED FOR TYPE & SPACING EXISTING HOST STRUCTURE ADJUSTABLE SILL TRACK C(1x1 ANGLE ANCHORAGE) SCALE: 4" = 1-0° MOUNTING SECTION TYP HEAD & SDI 4 SCALE 4° =1' -0° MOUNTING SECTION REF GIA55 SEPARATION SCHEDULE SILL ONLY %fe ANY ANCHOR FROM ANCHOR SCHED AT 12° O.0 DIST CUT �'W x 1y °D GROOVE INTO EXISTING HOST STRUCTURE TO FLT RECESSED TRACK EXISTING HOST STRUCTURE RECESSED SILL TRACK 4 SCALE: 4° = 1'-0° MOUNTING SECTION 3y8 POP RIVETS OR #12 SMS AT 6° O.C. (FRONT & BACK) REF GLASS SEPARATION SCHEDULE � j1 =1� -�C SILL ONLY SPAN SCHEDULE NOTES: 1. SCHEDULE ABOVE GIVES MAXIMUM ALLOWABLE DESIGN PRESSURES AT EACH RESPECTIVE SPAN. 2. THIS SCHEDULE 15 APPLICABLE TO ONLY THOSE COMBINATIONS OF MOUNTING CONDITIONS SHOWN IN THIS SECTION. 3. WHERE THESE MOUNTING CONDITIONS ARE COMBINED WITH OTHERS SHOWN ELSEWHERE HEREIN, THE LESSER ALLOWABLE DESIGN PRESSURE AND SPAN SHALL GOVERN. REF GLASS ,SEPARATIO1 SCHEDULE SILL ONLY I 0 CONN TYPE C4 REF ANCHOR SCHED FOR TYPE & SPACING 00STING HOST STRUCTURE ADJUSTABLE SILL TRACK 13 (FLANGED BOTTOM) 4 SCALE: 4° = 1'-0° MOUNTING SECTION ANY ANCHOR FROM ANCHOR SCHED IN PAIRS AT 24° O.C. (OR STAGGER) EXISTING HOST STRUCTURE CUT 3 /2°W x 1Y'D GROOVE INTO EXISTING HOST STRUCTURE TO FIT RECESSED TRACK RECESSED SILL TRACK (ALT) SCALE 4° = 1-0° MOUNTING SECTION REF GLASS - SEPARATION -,f SCHEDULE m 11111113 I sums J Il -DL, MAX CONN TYPE C4 REF ANCHOR SCHED FOR TYPE & SPACING 11 4 EXISTING HOST STRUCTURE WALKOVER SILL TRACK SCALE: 4° = 1'-0° MOUNTING SECTION SPAN SCHEDULE 1 APPLICABLE TO ALL MOUNTING CONDITIONS ON THIS SHEET, AS WELL AS DETAILS % &% BLADE SPAN ALLOWABLE D80IGN WIND PRESSURE ALL ALUM BLADES POLYCARB BLADES 4'-0° *170.0 PSF +132.8 / -144.0 PSF 4'6" *162.7 PSF +11 &0/ -128.0 PSF 5-0° *146.4 PSF +106.2 / -115.2 PSF 5-6" *133.1 PSF +96.6 / -104.7 PSF 5-0° *122.0 PSF + 885 / - 96.0 PSF 0.4° *115.6 PSF + 839 / - 90.9 PSF 6'-8° *109.8 P5F +797 / -86.4 PSF 7.0' *104.6 P5P +75.9 / -823 PSF 74° * 99.8 PSF + 72.4 / - 78.5 PSF 7-8° * 955 PSF + 693 / - 753 PSF 8'-0" * 91.4 PSF + 66.4 / - 72.0 PSF 8'-4 ± 87.8 PSF 8' -8' * 845 PSF 9'-0" * 813 PSF 9'4° * 7&4 PSF 9'-8° * 75.7 PSF 10'-0° * 732 PSF 10'4° * 70.8 PSF 10'-8° * 68.6 PSF 11'-0° * 665 PSF 11'4° * 64.0 PSF 11'-8" * 61.3 PSF 11 -0" * 54.8 PP 124° * 49.1 PSF 12-8° * 44.1 PSF 13'-0° * 39.8 PSF 124° * 35.9 PSF 13'-8° * 32.5 PSF 14'-0° * 29.6 P5F 14'4° * 26.9 PSF 14'-8° * 24.5 PSF 15'-0° * 22.4 PSF R6VI3ED w m6J,HhePHmdd A leaeeMo 707 eS Demo -1/17 .. Coo USWL0 V3 1 m8 1 d 1 a'W ?.+tfl tl2V1 z DRAMA 987018: HTS.09003r SHEET /°` 7 CONN TYPE C2 REF ANCHOR SCHED FOR TYPE & SPACING TYP HEAD & Y4 MAX I =IP1111111 REFERENCE GLASS j, SEPARATION 5QIEDULE 01 BUILDOUT WALL TRACK S SCALE: 4° = 147 MOUNTING SECTION REF GLASS SEPARATION SCHEDULE I-Iid11 BLADES ONLY eaa MAX 614 SINS AT 12" O. 2°x5°xO.250° ALUM ANGLE ONLY 1 CONN TYPE C5 REF ANCHOR SO1ED FOR TYPE & SPACING 4‘a EXISTING HOST STRUCTURE BUILDUP 2x5 (HEAVY) C+ CEILING TRACK 5 SCALE: 4° = 1'-0° MOUNTING SECTION EXISTING HOST STRUCTURE LEG DIRECTION MAY 60 REVERSED (USE APPROPRIATE CONN TYPE) CONN TYPE C2 (REVERSED LEG D1R) REF ANCHOR SCHED FOR TYPE & SPACING CONN TYPE CS REF ANCHOR SCHED FOR TYPE & SPACING TYP HEAD &581 Y4" MAX '/r20 BOLT & NUT AT 12° O.C. REFERENCE GLASS SEPARATION SCHEDULE BUILDOUT 2x5 (STANDARD) 22 + CEILING TRACK SCALE: 4° = 1'-0' MOUNTING SECTION SPAN SCHEDULE NOTES: 1. SCHEDULE ABOVE GIVES MAXIMUM ALLOWABLE DESIGN PRESSURES AT EACH RESPECTIVE SPAN. 2. THIS SCHEDULE IS APPLICABLE TO ONLY THOSE COMBINATIONS OF MOUNTING CONDITIONS SHOWN IN THIS SECTION. 3. WHERE THESE MOUNTING CONDITIONS ARE COMBINED WITH OTHERS SHOWN ELSEWHERE HEREIN, THE LESSER ALLOWABLE DESIGN PRESSURE AND SPAN SHALL GOVERN. SPAN SCHEDULE 2 APPLICABLE TO ALL MOUNTING CONDITIONS IN THIS SECTION BLADE 58AN ALLOWABLE DESIGN WIND PRESSURE ALL ALUM BLADES POLYCARB BLADES 4'-0" 3144.0 PSF +132.8 / -144.0 PSF 4'-6° *128.0 PSF +11 8.0 / -128.0 PSF 5-0° *115.2 P58 +1062 / 4152 P58 5-6' *104.7 PSF + 96.6 1 -104.7 PSF 6' -0° * 96.0 PSF + 08.5 / - 96.0 PSF 6'-4° * 90.9 P5F + 83.9 / - 90.9 PSF 6'-8° * 8&4 PSF + 79.7 / - 86.4 PSF 7-0° * 823 P5F + 75.9 / - 82.3 PSP 7 -4° * 785 PSF +724 / - 78,5 PSF 7-8° * 75.1 PSP + 69.3 1 - 75.1 PSF 8'-0° * 72.0 P5F + 66.4 1 -720 PSF 84' * 66.4 PSF w-r * 613 ME 9'-0° * 56.9 PSF 9'-4° * 52.9 PSF 947 * 49.3 PSF 1047 * 46.1 PSF 104° * 432 PSF 10'-8° * 40.5 PSF 11'-0' * 38.1 PSF 11'-4° * 35.9 P5F 11'-8° * 33.9 PSF 17-0" * 32.0 PSF 17.4" * 30.3 PSF 17-8° * 28.7 PSF 13'-0° * 273 P58 13'4' * 25.9 PSF 134° * 24.7 PSF 14,0° * 23.5 PSF 144" * 22.4 PSF 14,8° * 21.4 PSF 15.0' * 20.5 P5F EXISTING HOST LEG DIRECTION MAY BE REVERSED STRUCTURE [ (USE APPROPRIATE CONN TYPE) CONK TYPE CI (REVERSED LEG DIR) REF ANCHOR SCHED FOR TYPE & SPACING CONN TYPE CI REF ANCHOR SCHED FOR TYPE & SPACING TYP HEAD & SILL Y.-20 BOLT & NUT AT (2) 7k59x0.125'' ALUM ANGLES REFERENCE GLASS SEPARATION SCHEDULE BUILDOUT 2x5 (2x STANDARD) 0 5 + CEILING TRACK SCALE: 4° = 1'-0° MOUNTING SECTION EXISTING HOST STRUCTURE Pa LEG DIRECTION MAY BE REVERSED (USE APPROPRIATE CONN TYPE). CONN TYPE CI (REVERSED LEG DIR) REF ANCHOR SCHED FOR TYPE & SPACING CONN TYPE CI REF ANCHOR SCHED FOR TYPE & SPACING V-20 BOLT & NUT AT 2969x0.250° 12' O. ALUM ANGLE I, REFERENCE GLASS SEPARATION SCHEDULE TYP HEAD &SAL k' ICI Y4 °MAX ill BUILDOUT 2x5 (HEAVY) 0 S + CEILING TRACK SCALE: 4° = 1'-0° MOUNTING SECTION EE'RODU 1TREVIS® eo complying wl8a 1&te Raid latedlym Acceptance No 1- 0%/3.03 -"r SPAN SCHEDULE NOTES: 1. SCHEDULE ABOVE GIVES MAXIMUM ALLOWABLE DESIGN PRESSURES AT EACH RESPECTIVE SPAN. 2. THIS SCHEDULE I5 APPLICABLE TO ONLY THOSE COMBINATIONS OF MOUNTING CONDITIONS SHOWN IN THIS SECTION. 3. WHERE THESE MOUNTING CONDITIONS ARE COMBINED WITH OTHERS SHOWN ELSEWHERE HEREIN, THE LESSER ALLOWABLE DESIGN PRESSURE AND SPAN SHALL GOVERN. SPAN SCHEDULE 3 APPLICABLE TO ALL MOUNTING CONDITIONS ON THIS SHEET BLADE SPAN ALLOWABLE DESIGN WIND SIRE ALL AWM BLADES POLYCARB BLADES 4'-0" *144.0 PSF +132.8 / -144.0 PSF 4'-6° *128,0 P5F +118.0 / -128.0 PSF 5'-0" *115.2 P5? +106.2 / -115.2 PSF 5'-6' *104.7 PSF +96.6 /404.7 PSF 6' -0' * 96.0 PSF + 88.5 / - 96.0 PSF 6' -0° * 90.9 PSF + 83.9 / - 90.9 PSF 6'-8° * 86.4 P5? + 79.7 / - 86.4 PSF 1-0' * 82.3 PSF + 75.9 1 - 82.3 PSF 7-4" * 78S PSF +72.4 / - 78.5 PSF 7-8' * 75.1 PSF + 69.3 / - 75.1 PSF 8'-0" * 72.0 PSF + 66.4 / - 720 PSF 8'-4' * 68.1 PSF 8'4" * 64.5 PSF 941' * 61.1 PSF 9'-4° * 58.0 PSF 9'-8° * 551 PSF 10'-0° * 52.5 PSF 10'4° * 49.9 P5F 10'-8° * 47.6 P5F 11'-0° * 45.4 PSF 11'-4° * 44.0 PSF 11'-8" * 42.8 PSF 17-0" * 414 PSF 17-4° * 405 PSF 17-8° * 39.4 PSF 13'-0' . * 38.4 P5F 11.4° * 35.9 PSF 13'-8° * 32.5 PSF 14'-0° * 29.6 PSF 14' -0° * 26.9 PSF 14'-8° 3 24.5 PSF 15-0" * 22.4 PSF 0 LEG DIRECTION (ONE OR BOTH) MAY BE REVERSED (USE MOST CRITICAL CONN TYPE) CONN TYPE C3 (REVERSED LEG DIR) REF ANCHOR SCNED FOR TYPE & SPACING (NOT TO EXCEED 6° 0.0 MAX) CONK TYPE CI REF ANCHOR 5CHED FOR TYPE & SPACING (NOT TO EXCEED 6° 0.C. MAX) H-20 BOLT & NUT AT 12° 0.0 EXISTING HOST STRUCTURE PAIRS OF 11/44 -20 BOLTS WITH NUTS OR 614 5745 AT 12° 0.1. 2° MIN OVERLAP (2) 25°x0.125° ALUM ANGLES OR (1) 255°x0.2501 4- (1) 2°%5°x0.125° ALUM ANGLE REFERENCE GLASS SEPARATION SCHECULE DOUBLE BUILDOUT 2x5 + WALL TRACK SCALE: 4° = 1,47 MOUNTING 5ECT14N SPAN SCHEDULE 4 APPLICABLE TO ALL MOUNTING CONDITIONS IN THIS SECTION MADE SPAN ALLOWABLE DESIGN WIND PRESSURE ALL AWM BLADES POLYCARB BLADES 4' -0° 3150.0 PSF +132.8 / -144.0 PSF 4'-6° *133.3 PSF +118.0 / -128.0 PSF 5.-0° 3120.0 PSF +106.2 / -115.2 PSF 5'-6° *109.1 PSF + 96.6 / -104.7 PSF 6' -0" *100.0 PSF +88.5 / -96.0 PSF 6'4° *94.7 PSF +83.9 1 -90.9 PSF 6'-8° 1 90.0 PSF + 79.7 1 - 86.4 PSF 7-V I * 85.7 PSF + 75.9 1 - 82.3 PSF 74° * 81.8 PSF + 72.4 / - 78.5 PSF T-8" * 783 PSF + 693 / - 75.1 PSF 8' -0° 375.0 PSF + 66.4 / - 720 PSF 6'-4° * 69.1 PSF 122 122 648° * 63.9 PSF 122 122 9' -0° * 593 PSF 78 91 r 9'4" * 55.1 PSF 78 91 947 * 51.4 PSF 78 91 10'-09 * 48.0 PSF 78 91 10'4" * 45.0 PSF 10 FT 62 10'-8° * 422 PSF 73 62 11'-0° * 39.7 P5F 73 62 11'4° * 37.4 PSF 73 62 11'-8° * 353 PSF 73 12 FT 17-0° * 33.3 PSF 55 55 174° I * 31.6 PSF 55 55 17-8" * 29.9 PSF 55 55 13'-9° I * 2 8.4 PSF 55 55 13-4" * 27.0 PSF 100 140 13'-8° 3 25.7 PSF 100 14E. 14'-0° * 24.5 PSF 100 146 14'4° * 23.4 PSF 100 146 14'-8° * 223 PSF 6 FT 83 15' -0° * 21.3 PSF 117 83 172 122 TYP HEAD & SILL y4 MAX SPAN SCHEDULE NOTES: L SCHEDULE GIVES MAXIMUM ALLOWABLE DESIGN PRESSURES AT EACH RESPECTIVE SPAN. 2. THIS SCHEDULE IS APPLICABLE TO ONLY THOSE COMBINATIONS OF MOUNTING CONDITIONS SHOWN IN THIS SECTION. 3. WHERE THESE MOUNTING CONDITIONS ARE COMBINED WITH OTHERS SHOWN ELSEWHERE HEREIN, THE LESSER ALLOWABLE DESIGN PRESSURE AND SPAN SHALL GOVERN. SUPPORT BEAM AT SHUTTER END EXISTING HOST STRUCTURE REF *BEAM ANCHOR SCHEDULE° FOR ANCHOR TYPES & QUANTITIES (TOTAL OF ANCHORS IN BOTH ANGLES AT EACH CONNECTION) PER %-20 ONNECTION NUTS LEG DIRECTION OF EITHER ANGLE MAY BE REVERSED (NOTE ALT ANCHOR LOCATION) (TYPICAL 34-20 BOLT & NUT AT 12° 0.1. TYP HEAD &SILL REF °BEAM (b ) j DESIGN SO4®° CEILING TRACK PER i41ry s MOUNTING SECTION -1 ti '•° ADJUSTABLE SILL TRACK PER MOUNTING SECTION EXISTING HOST STRUCTURE (3) K-20 BOLTS & NUTS PER CONNECTION REF °BEAM ANCHOR SCHEDULE° FOR ANCHOR TYPES & QUANTMES (TOTAL OF ANCHORS IN BOTH ANGLES AT EACH CONNECTION) SILL ONLY REF °BEAM DESIGN SCHED° Y4-20 BOLT & NUT AT170.C. C 6SUPPORT BEAM AT SHUTTER ENDS SCALE: 4° = 1'•0° MOUNTING SECTION BEAM ANCHOR SCHEDULE qa FPS 1/4° MV TAPCONS TO CONCRETE (3192 psi MIN) 1.3/4° MW 648® 2-117 MIN EDGE DUST 3° MIN SPACING 1/4-20 ALL POINTS SOLID-SET TO CONCRETE (301 psi MIN 7/8° MIN EMBED 3° MIN EDGE DIST 3° MIN WAGING 1/4° IIW TAPCONS TO /*3L0WBLOC7C (1500 p5 MIN) 1 -3/4° MIN EMBED 2 -1/7 MIN EDGE DIST 3° MIN SPACING 1/420 ALL POINT8 OLIO - TTO HOLLOW BLOQC (1800 Psi hIIS) 7/3° MIN EMBED 3° MIN EDGE DIST 3° MIN SPACING #14 SCREWS TO WOOD (G*0.55 MW) 2° EON EMBED 3/4° MIN EDGE 0157 3° MIN SPACING A 2 PER CONN 2 PER CONN 4 PER CONN 2 PER CONN 2 PER CONN B 2 PER CONN 2 PER CONN 6 PER CONN 4 PER CONN 4 PER CONN C 4 PER CONN 4 PER CONN 8 PER CONN 4 PER CONN 4 PER CONN 0 4 PER CONN 4 PER CONN -- •N /A.•- 6 PER CONN 8PER CONN BEAM ANCHOR SCHEDULE NOTES: 1. SCHEDULE GIVES MINIMUM NUMBER OF ANCHORS REQUIRED PER CONNECTION (1.8. TOTAL QUANTITY AT EACH BEAM END). 2. ANCHORS SHAD- BE DISTRIBUTED EVENLY BETWEEN THE (2) ANGLES AT EACH CONNECTION. 3. ANCHORS SHALL. ALSO BE BALANCED ACROSS THE LENGTH OF EACH ANG..E WITH s4° MIN EDGE DISTANCE TO END OF ANGLE. BEAM DESIGN SCHEDULE SCHEDULE GIVES MAXIMUM ALLOWABLE DESIGN PRESSURE IN LB/FT, (PSF) El 1 1 2 ' x 3 ° v Y e " BEAM 2 "BEAM 25:8°744° BEAN 2°x9'54° BEAM CONNECTION A B TYPE C D CONNECTION A B TYPE C D CONNECTION A B TYPE C D CONNECTION A B TYPE C D 4 F I 5 FT 125 146 146 145 125 146 146 146 125 146 146 146 125 146 146 146 6 FT 104 122 122 122 104 122 122 122 104 122 122 122 104 122 122 122 8 FT 78 91 91 91 78 91 91 91 78 91 91 91 78 91 91 91 10 FT 62 73 73 73 62 73 73 73 62 73 73 73 62 73 73 73 12 FT 52 55 55 55 52 55 55 55 52 55 55 55 52 55 55 55 t 5 FT 100 140 140 140 100 14E. 148 146 122 100 146 146 146 100 146 146 6 FT 83 117 117 117 83 172 122 83 11[4 ... ..,Z.: 2 "' 172 122 91 8 FT 62 88 88 88 62 91 91 91 62 91 91 91 62 91 91 10 FT 50 70 70 70 50 73 73 73 50 73 73 73 50 73 73 73 12 FT 42 55 55 55 42 55 55 55 42 55 55 55 42 55 55 55 t 5 FT 81 81 81 81 83 128 146 146 83 128 146 146 83 128 146 146 6 FT 68 68 68 68 69 107 122 122 69 107 122 122 69 107 122 122 8 FT 51 51 51 51 52 80 91 91 52 80 91 91 52 80 91 91 10 FT 41 41 41 41 42 64 73 73 42 64 73 73 42 64 73 73 12 FT 34 34 34 34 35 53 55 55 35 53 55 55 35 53 55 55 7 PT 5 Fr 51 51 51 51 71 110 142 146 71 110 142 146 71 .110 142 146 6FT 43 43 43 43 59 91 1 - -- 122 59 91 1 - -- 122 59 91 1 - -- 122 8 Fr 32 32 32 32 45 69 89 91 45 69 89 91 45 69 89 91 10 FT 26 26 26 26 36 55 71 73 36 55 71 73 36 55 71 73 12 FT 21 21 21 21 30 46 55 55 30 46 55 55 30 46 55 55 t m 5 Fr 34 34 34 34 62 96 122 122 62 96 125 146 62 96 125 146 6 FT 29 29 29 29 52 80 101 101 52 80 104 122 52 80 104 122 8 FT 21 21 21 21 39 60 76 76 39 60 78 91 39 60 78 91 10 Fr - -- - -- - -- - -- 31 48 61 61 31 48 62 73 31 48 62 73 1 2 P 1- - - - - - - - - - - - -2 6 4 0 5 1 5 1 2 6 4 0 52 5 5 28 40 52 50 m 5 FT 24 24 24 24 55 85 85 85 55 85 111 146 55 85 111 146 6 FT 20 20 20 20 46 71 71 71 46 71 92 122 46 71 92 122 8 F - -- - -- - -- - -- 35 53 53 53 35 53 69 91 35 53 69 91 30 4-i ._- __• ___ - -- 28 43 43 43 28 43 55 73 28 43 55 73 23 36 36 36 23 36 46 55 23 36 46 55 .°+ 5 F • -- --- --- --- 50 62 62 62 50 77 100 146 50 77 100 146 _ -- 42 52 52 52 42 64 83 122 42 64 83 122 8FT - -- - -- - -- - -- 31 39 39 39 31 48 62 91 31 48 62 91 10 FT - -- - -- - -- --- 25 31 31 31 25 38 50 73 25 38 50 73 12 FT - -- - -- - -- - -- 21 26 26 26 21 32 42 55 21 32 42 55 N 36 36 36 36 42 64 83 122 42 64 83 138 30 30 30 30 35 53 69 102 35 53 69 115 8 F T - -- - • • - -- - -- 23 23 23 23 26 40 52 76 26 40 52 86 10 FT - - - • -- - -- - -- -- - -- - - - - - - 21 32 42 61 21 32 42 69 12 FT • -• •• - -__ -•- __• - ._ --_ _ - - - 27 35 51 - - - 27 35 55 :4 5 F T - -- - -- - -- - -- 23 23 23 23 36 55 71 82 36 55 71 101 67T - -_ _ -- _ -• _ __ __ __ ___ _ __ 30 46 59 68 30 46 59 84 BFT - -• - -- - - - •• - - - - •• - - -- • -- 22 34 45 51 22 34 45 63 10 FT _ __ ___ ___ ___ ___ ___ ___ ___ ___ 27 36 41 •_• 27 36 51 12 F T •-- --- --- --- --- --- --- --• --• 23 30 34 •-- 23 30 42 REFER TO SPAN SCHEDULES FOR MAX ALLOWABLE SHLI7 ER SPANS AND PRESSURES BEAM DESIGN SCHEDULE NOTES: L SCHEDULE GIVES 745111141114 ALLOWABLE DESIGN PRESSURES AT EACH RESPECTIVE BEAM SPAN AND SHUTTER SPAN. 2. THIS SCHEDULE I5 APPLICABLE TO ONLY THOSE COMBINATIONS OF MOUNTING CONDITIONS SHOWN IN THIS SECTION. 3. SHUTTER SPANS AND ALLOWABLE DESIGN PRESSURES SHAL18E LIIMITE0 TO THOSE PROVIDED IN APPROPRIATE SPAN SCHEDULE(S). 117007107 REVISED cranOris8 with die Florida Building Code AadePlarese No ISO l •O� Date* laR d d W >..N..02N SazRaan -xum� ANCHOR SCHEDULES: a1 1 I ANCHOR ESPAN 1 C1 UP TO 641' CS SPANS UP TO B'-8" SPAN CL UP TO 15'-0° CONN C2 TYPE C3 C4 C5 CONN C2 TYPE C3 C4 C5 CONN C2 TYPE C3 07 C8 7.4° 6.1° ' / 40 3.1" Y4° ITW TAPCON (ATT) MIN EMBED: 1.75' MIN EDGE DIST: 3" 45 12.0° 12.0° 12.0" 120" 12.0° 12.0° 12.0" 120" 9.6° 12.0° 12.0° 12.0° 73° 5.3" 6.3° 57 12.0" 12.0" 12.0" 112° 120" 12.0° 12.0° 120° 7.4" 12.0' 12.0" 12.0° 6.5" 4.8° 5.4" 73 12.0° 12.0° 12.0" 85" 120° 12.0° 12.0" 8.2" 5.7" 73° 12.0° 12.0" 65' 4.8° 5.4° 105 12.0° 120° 82° 5.7° 73° 12.0° 120" 6.5" 4.8" 5.4° 12.0° 12.0" 65° 4.8° 5.4° 1 120° 170 120 12.0' 65° 4.8" 5.4° 120° 12.0° 65" 4.8" 5.4° 12.0° 12.0' 6.5° 4.8' 5.4° °/4' LAO SCREW MIN EMBED: 1° MIN EDGE DIST: 0.75° En= 44° ELCO ULTRACON MIN EMBED: 1.75° MIN EDGE GIST: 25° 45 120" 120° 120° 120" 120° 12.0° 12.0" 12.0" 8.7" 12.0° 12.0° 120° 63° 4.7° 5.7° 57 12.0° 12.0° 12.0° 10.1" 12.0' 120" 12.0" 11.2° 6.6" 11.2° 12.0° 115° 5.6° 4.3" 4.8' 73 120° 120° 12.0° 7.6° 120° 120° 12.0" 7.0° 5.1° 6.6° 12.0° 11.5' 5.6" 43° 4.8° 105 12.0° 12.0" 7.1° 5.1° 6.6" 12.0° 11.7 5.6° 43° 4.8" 12.0° 113' 5.6° 4.3° 4.8° 170 120° 115" 5.6° 43° 4.8" 120" 11.5" 5.6° 43" 4.8° 12.0° 11.5° 5.6° 43° 4.8° ma 668Z IMMO 8/Le° 1TW TAPCON MIN EMBED: 2.25" MIN EDGE DIST: 3 .125° i_�mmuuu�� <�u._ 45 12.0" 120° 120" 12.0° 12.0° 120° 12.0° 12.0" 12.0° 12.0" 12.0° 12.0° 10.5° 82° 9.9" 57 120° 12.0° 12.0' 12.0° 12.0° 12.0° 12.0° 12.0" 115° 120° 12.0° 12.0° 9.2° 7:5° 8.4" 73 12.0° 12.0° 12.0° 12.0° 12.0° 12.0° 120' 11.7 8.8° 11.5" 12.0' 12.0" 92' 75° 8.4" 105 12.0" 120° 11.8° 8.8` 11.6' 12.0° 12.0° 92' 7.5" 8.4° 120" 12.0° 9.2° 75° 8.4° 170 170 12.0° 120° 92° 75' 8.4° 12.0' 12.0° 9.2" 7.5" 8.4° 120° 12.0° 92° 73° 8.4° e/e° ELCO ULTRACON 45 12.0° 12.0° 12.0" 12.0' 120° 120° 120° 12.0° 12.0' 120° 120" 120" 8.7 7.1° 8.? MIN EMBED: 1.75" MIN EDGE DIST: 3° i�o�uum�uuuau� 57 12.0° 120° 12.0' 12.0' 12.0' 12.0° 120° 12.0' 10.0' 12.0° 12.0' 120' 7.7 65" 73° 73 12.0° 120° 120° 11.4° 120° 12.0" 12.0° 9.7 7.6° 1111° 120" 12.0° 7.7 65' 7.3° 105 :12.0' 12.0° 9.8" 7.6° 10.2° 12.0' 12.0' 7.7 65° 73" 12.0° 12.0" 7.7 65° 73° 170 12.0" 12.0° 7.7 65° 73° 12.0' 12.0° 7.7 65' 73° 12.0° 12.0° 7.7" 65" 73° V4-20 AU-POINTS 501-1D-SET 45 120° 120' 120° 120° 12.0' 12.0' 12.0' 12.0° 10.2 12.0° 12.0" 12.0" 7.2' 5.6° 6.8° MIN EMBED: 0.875° MIN EDGE DIST: 3° * ;,,H ) 57 12.0' 12.0' 12.0° 11.9° 12.0° 12.0° 12.0" 12.0' 7.8° 12.0' 120' 12.0' 6.4° 5.1° 5.7 73 12.0' 12.0° 12.0" 90° 12.0' 12.0° 12.0' 8.1° 60° 7.8° 12.0' 12.0° 6.4° 5.1° 5.7 105 12.0° 12.0' 8.1' 6.0' 7.9° 12.0" 120' 6.4' 5.1" 5.7 12.0" 12.0' 6.4° 5.1° 5.7 170 120° 120' 6.4° 5.1° 5.7 120° 12.0' 6.4° 5.1° 5.7 120" 12.0' 6.4° 5.1' 5.7 ou V0 ITW TAPCON MIN EMBED: 1.25' MIN EDGE DIST: 25° 45 12.0' 120° 12.0" 6.1° 10.0" 12.0° 120° 83° 3.9° 6.9° 6.9° 5.4° All Air 4 41(0 AM I 57 12.0" 12.0" 12.0° 4.6° 7.9" 95° 95° 4.6° 3.0° 5.4" 6.4° 4.7 73 10.7 10.7 6.1' 3.4° 6.1° 7.4° 6.1° ' / 40 3.1" 6.4° 4.7° Alt A 105 =WSW 12.0° /_/ P� �� 12.0" M 9.9° 170 InEN W.0 :// / %/ %�____%/ 62° 4.9° 0 • '/4" ELCO ULTRACON MIN EMBED: 125" MIN EDGE DIST: 25° 45 120° 12.0' 120° 60° 10.6° 10.8° 10.8° 7.4° 73" 57 120' 12.0° 11.8° 45° 83" 85" 85° 4.1° �A 5.8° 5.7 42" %%% 73 1 9.6° 9.6° 5.4° 3.4° InflarGre 4 33.11' 575.7�42 °� 4morZo' 105 I� / / / /ACIZZEZ___ V4WAIIIMI 2.8" 7.7° 'MfM 27 170 I 'MEW 105 /ia i__ .ii. 33° ii= o ► % /J /, % G MIN EMBED: 1.25' MBN EDGE DIST: 4° i ummauuuum; 2.7 1 21" 7.7' 5.7" 27 / 57 1 120° 120° 120" 6.8" 120° 12.0° 12.0" 2° 0.7 8.6° 63° 4% 73 12.0' 12.0° 8.1° 5.1' 9.8° 9.9° 82° 3.9° 4.6° 8.6° 63° 105 I_/Am��rerA'/i 1.9" 2.1" N °/4' LAO SCREW MIN EMBED: 1° MIN EDGE DIST: 0.75° En= 45 ��r 12.0° v4 170 ___/r 120° A�__i%r 12.0' 43° 7 V AMVIA 12.0° Ipu "" %e° ELCO ULTRACON 45 I 12.0° 12.0° 12.0° 8.6° 12.0' 12.0° 12.0° 12.0° 9.6° 10.1" 7.9° %i MIN EMBED: 1.25° MIN EDGE DIST: 3° :- ......,-.> 57 12.0° 120° 12.0° 6.5° 11.0" 12.0° 12.0° 6.7 7.6" 93° 6.9° A0/ I /� 73 120° 12.0° 8.8' 8.6° 10.8° 83' 42° Ad 43° 9.3° 6.9" 105 LL'S 5.8° j4 .99" /��� � 120° Mr 4.6" 170 24° �/y� ZikrAr_ 12.0' /z ■ 5.8° r/Ar Ar 4.0° ./. 4.9" Z § M4'20 ALL POSITS SOLID -SET MIN EMBED: 0.675° MIN EDGE DIST: 3° * ( 45 12.0° 12.0° 12.0° 11.3° 120° 12.0° 120° 120° 7.4° 12.0" 12.0° 110° 53° 57 1 12.0° 12.0° 12.0° 8.6° 120° 120° 120° 9.3° 5.6° 9.6° 120" 9.6° 4.6° 3.7 4.1' 73 120° 12.0° 120° 6.4° 10.8° 120" 120° 5.9° 4.3" 5.6° 12.0° 94" 4.6° 3.7 4.1° 105 120 12.0° 53° 43° 5.7 120° 9.6' 4.6" 3.7 4.1° 120° 9.6° 4.6° 3.7 4.1' 10.1° 170 12.0° 9.6" 4.6° 3.7" 4.1' -12.0° 9.6° 4.6° 3.7" 4.1° 12.0° 9.6° 4.6° 3.7 4.1' 7E. REM TO SPAN SCHEDULES FOR MAX ALLOWABLE SPANS AND PRESSURES at ANCHOR g 1 Cl SPAN UP TO 641" C8 Cl. SPANS UP TO 8'-13" CS SPAN UP TO 1541" CONN C2 TYPE C3 C4 CONN CL TYPE C3 C4 Cl CONN C2 TYPE C3 C4 C5 N t7 914 WOOD SCREW MIN EMBED: 1.5° MIN EDGE DIST: 0.75° Imassammata 45 12.0" 12.0° 12.0° 5.7 82' 12.0" 12.0' 9.9° 3.7° 5.7° 83° 65° 3.1° 2.1° 2.4° 57 12.0' 12.0' 12.0° 43° 65° 11.4° 11.4° 5.5° 2.9° 4,5° 7.7 5.7° 27 1.9° 2.1' 73 12.0° 120' 73° 33° 50" 8.9° 73° 3.5" 2.2° 2.8" 7.7° 5.7' 27 1.9° 21° 105 8.9" 7.4° 33° 22° 28° 7.7' 5.7" 2.7 1.9° 21" 7.7' 5.7" 27 1.9° 2.1' 170 7.7° 5.7° 27 1.9° 2.1° 7.7' 5.7' 27 1.9° 2.1" 7.7° 5.7 2.7' 1.9" 2.1" N °/4' LAO SCREW MIN EMBED: 1° MIN EDGE DIST: 0.75° En= 45 ,120' 12.0° 12.0' 6.4° 8.1" 120° 12.0" 12.0' 43° 5.6° 12.0° 10.9° 52° 2.4° 27 57 12.0° 12.0° 12.0° 4.9° 6.4" 12.0° 120° 92° 33° 4.4° 120' 9.5° 4.6° 2.2° 2.4° 73 I20° 120° 120" 3.8°' 5.0' 120° 120' 5.8° 26° 30° 120° 9.5° 4.6" 22 24° 105 12.0' 12.0° 5.8° 2.6° 30' 12.0° 9.5' 4.6° 22° 2.4° 12.0" 9.5° 4.6° 22° 2.4° 170 12.0" 95° 4.6" 22° 2.4" 120° 9.7 4.6" 22" 2.4° 12.0" 95° 4.6° 22° 2.4" N w ;/4° MASONRY SCREW MIN 01486:13" MIN EDGE 01ST: 0.75" 45 12.0' 12.0' 12.0° 62° 7.8" 12.0' 12.0° 12.0° 4.1° 5.4° 120° 10.1° 4.8° 23° 2.6" 57 12.0" 12.0" 120° 4.8° 62° 12.0° 12.0" 8.6° 32° 43° 11.9° 8.8' 42° 2.1° 23° 73 120° 12.0° 11.2" 3.6° 4.8" 12.0° 11.4° 5.4° 25" 29° 11.9° 8.8° 42° 2.1° 2.3" 105 12.0° 11.5° 5.4" 25' 2.9° 11.9° 8.8" 42° 2.1' 23° 11.9° 8.8° 42° 21' 2.3" 170 11.9° 8.8` 42" 21' 23° 11.9" 8.8" 42° 2.1° 23° 11.9° 8.8" 42° 2.1" 23" NOTE: REFER TO SPAN SCHEMES FOR MAX ALLOWABLE SPANS AND PRESSURES ANCHOR NOTES: 1. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 2. MINIMUM EMBEDMENT AND EDGE DISTANCE SHALL BE AS NOTED IN ANCHOR SCHEDULE 3. ENSURE MINIMUM 3/4° EDGE DISTANCE FOR ALL ANCHORS TO WOOD FRAMING (I.e. ANCHOR SHALL BE LOCATED IN CENTER OF STUD WHERE FASTENED TO NARROW FACE OF NOMINAL 2x FRAMING). 4. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, BRICK, AND OTHER WALL FINISHES. 5. ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES MAXIMUM ALLOWABLE ANCHOR SPACING. MAX ALLOWABLE SPANS AND PRESSURES INDICATED IN SPAN SCHEDULE(S) SHALL APPLY. 6. WHERE HOST STRUCTURE IS WOOD FRAMING, VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT INTO PLYWOOD (U.N.0.). 7. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2° ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (°SIDEWALK BOLT" U.N.O. 8. 1(R DESIGNATES REMOVABLE ANCHORS. GLASS SEPARATION SCHEDULE GLASS SEPARATION SCHEDULE NOTES: 1. SCHEDULE GIVES MINIMUM REQ'D SEPARATION FROM GLAZING. 2 SEPARATION I5 MEASURED FROM GLASS TO NEAREST PART OF SHUTTER ASSEMBLY - REF MOUNTING SECTION DETAILS. 3. WHERE ANY POLYCARB BLADES ARE INC JDED IN A PARTICULAR SHUTTER ASSEMBLY, USE GLASS SEPARATION UNDER "POLYCARB BLADES'. PRODUCT REVISED wanes Olex a Hoick Aro 0 3. o ,,., 11 Y 16 Canto' ALUMINUM BLADES ONLY POLYCARB BLADES (WITH OR WITHOUT ALUM BLADES) BLADE SPAN POSITIVE PRESSURE AT OR BELOW 30 FT ABOVE GRADE MORE THAN 30 FT ABOVE GRADE AT OR BELOW 30 FT ABOVE GRADE MORE THAN 30 FT ABOVE GRADE 5 "0" 45.0 PSF 2 7/8° 1 1/2° 21/2' 13/8° 54.0 P5F 2 7/8° 1 1/2" 2 1/2° 13/8° 73.0 PSF 2 7/8° 1 1/2° 2 1/2' 1 3/8° 105.0 PSF 2 7/8° 1 1/2° 2 1/2° 1 3/8° 146.4 P59 2 7/8° 1 1/2" 2 1/2' 1 3/8° 7-0° 45.0 PSF 54.0 PSF 73.0 PSF 104.6 959 2 7/8" 15 /B° 2 1/2° 11/2° 2 7/8" 1 5/8" 2 1/2" 1 1/2° 2 7/8° 1 5/8° 21/2° 1 5/8' 2 7/8' 1 3/4° 21/2" 13/4' W-11° 45.0 PSF 54.0 919 73,0 PSF 91.4 PSF 2 7/8° 1 5/8' 21/2° 1 5/8° 2 7/8" 13/4" 21/2° 13/4° 2 7/8° 1 7/8° 2 1/2° 1 7/8° 2 7/8° 2 ° .I% / A 9'fi 45.0 P5F 73.0 PSF 813 PSF 3° 1 7/8° r � / / /� / / /��� AV / i 7/8° 3" 2 1/8° /�� / / / / /AV//� / / //A 3° 2 10-0° 45 0 PSF 56.0 PSF 732 95F 3° 2 °5 V / Ar / /IYA 3" 21/4" % / / / / / / / //A / / / / / / / /// 3° 21/2° /� / / / / / //A /� / / / / /� r ////////�4 /� / / / / / / /A 1240° 45.0 P39 54.8 PSF 3° 2 3/4 ° 3° 3° / / / / / / / //A / /�I 11.0" 22.4919 3" 3" / / / / / / /AV / / / / / / / / /A GLASS SEPARATION SCHEDULE NOTES: 1. SCHEDULE GIVES MINIMUM REQ'D SEPARATION FROM GLAZING. 2 SEPARATION I5 MEASURED FROM GLASS TO NEAREST PART OF SHUTTER ASSEMBLY - REF MOUNTING SECTION DETAILS. 3. WHERE ANY POLYCARB BLADES ARE INC JDED IN A PARTICULAR SHUTTER ASSEMBLY, USE GLASS SEPARATION UNDER "POLYCARB BLADES'. PRODUCT REVISED wanes Olex a Hoick Aro 0 3. o ,,., 11 Y 16 Canto' 2007 FLORIDA BUILDING CODE & ASCE 7 -05 DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES EXTERIOR ZONE 5 PRESSURES Mean Roof Height DESIGN PRESSURES (PSF) - Zone 4 Mean Roof Height DESIGN PRESSURES (PSF) - Area (Sq Ft) Zone 5 40 45 50 15 20 Tributary Area (Sq Ft) 40 45 50 10 15 20 Tributary 25 30 35 25 30 35 .k 57.9 -58.8 -58.0 -55.4 -54.8 -54.4 -53.9 -53.6 -732 -70.3 - 88.3 - 66.7 -65.4 - 84.3 -63.3 -62.5 -61.8 15 ft +532 ': +52.2 +51.4 +50.8 +50.2 +49.7 +49.3 +48.9 15 ft +54.7 +53.2 +52.2 +51.4 +50.8 +50.2 +49.7 +49.3 +48.9 -58.6 -57.6 -58.8 -58.1 -55.6 -55.1 - 54.7 -54.3 -742 - 71.3 -69.2 - 87.6 -66.3 - 852 -64.2 -83.4 -62.6 16 ft +55.4 +53.9 +52.9 +52.1 +51.5 +50.9 +50.4 +50.0 +49.8 16 ft +55.4 +53.9 +62.9 +52.1 +51.5 +50.9 +50.4 +50.0 +49.6 18 ft -61.6 - 80.1 +56.8 +55.3 -59.1 +54.2 -58.2 +53.4 -57.6 +52.7 -57.0 +52.2 -56.5 +51.7 -56.1 +51.2 -55.7 +50.9 18 ft -76.1 +56.8 -73.1 +55.3 -70.9 +54.2 - 89.3 +53.4 -67.9 +52.7 -66.8 +52.2 -65.8 +51.7 - 64.9 +5t2 -64.2 +50.9 20 ft -63.0 -61.5 +58.1 +56.5 -60.4 +55.5 -59.5 +54.6 -58.8 +53.9 -58.3 +53.3 -57.8 +52.8 -57.3 +52.4 -56.9 +52.0 20 ft -77.8 +58.1 -74.7 +56.5 -72.5 +65.5 -70.8 +54.6 - 69.5 +53.9 - 68.3 +53.3 - 67.3 +52.8 - 66.4 +52.4 -65.6 +52.0 22 ft -64.3 432.7 +59.3 +57.7 -61.6 +56.6 -60.7 +55.7 -60.0 +55.0 -59.4 +54.4 -58.9 +53.9 -58.5 +53.5 -58.1 +53.1 ft -79.3 +59.3 -762 +57.7 -74.0 +56.6 -72.3 +55.7 -70.9 +55.0 - 69.7 +54.4 - 68.7 +53.9 -67.8 +53.5 -66.9 +53.1 24 ft - 65.5 - 63.9 +60.3 +58.8 -62.7 +57.6 -61.9 +56.8 - 612 +58.0 -60.5 +55.4 -60.0 +54.9 -59.6 +54.4 -59.1 +54.0 24 ft -80.8 +80.3 -77.6 +58.8 -75.4 +57.6 -73.6 +56.8 -722 +58.0 -71.0 +55.4 -69.9 +54.9 - 69.0 +54.4 -68.2 +54.0 26 ft -86.6 - 65.0 +61.4 +59.8 - 83.8 +58.6 - 62.9 +57.7 -62.2 +57.0 -61.6 +56.4 - 61.0 +55.8 - 60.6 +55.4 -60.2 +55.0 26 ft -822 +81.4 -78.9 +59.8 -76.6 +58.6 -74.9 +57.7 -73.4 +57.0 -722 +56.4 -71.1 +55.8 -70.2 +55.4 -89.3 +55.0 28 ft 467.6 - 66.0 +82.3 +80.7 -64.8 +59.5 -63.9 +58.6 -632 +57.9 - 62.5 +57.3 -62.0 +56.7 -61.5 +58.2 -61.1 +55.8 28 ft -83.5 +62.3 -80.2 +60.7 -77.9 +59.5 -76.0 +58.6 -74.6 +57.9 -73.3 +57.3 -72.2 +58.7 -71.3 +562 -70.4 +55.8 30 ft -88.6 -66.9 +63.2 +61.6 -65.8 +60.4 -64.8 +59.5 - 64.1 +58.7 -63.5 +58.1 - 82.9 +57.5 -62.4 +57.1 -62.0 +56.6 30 ft -84.7 +63.2 -81.4 +61.6 -79.0 +60.4 -772 +59.5 -75.7 +58.7 -74.4 +68.1 -73.3 +57.5 -72.3 +57.1 -71.5 +56.6 32 ft -69.5 - 67.9 +64.1 +62.4 -66.7 +61.2 -65.7 +80.3 -85.0 +59.5 -64.3 +58.9 - 63.8 +58.3 - 63.3 +57.8 -62.8 +57.4 32 ft -86.8 +64.1 -62.5 +62.4 -80.1 +61.2 -782 +60.3 -76.7 +59.5 -75.4 +58.9 -74.3 +58.3 -73.3 +57.8 -72.4 +57.4 34 ft - 70.4 - 68.7 +64.9 +63.2 -67.5 +62.0 -66.6 +61.1 -65.8 +60.3 - 65.2 +59.8 -64.6 +59.1 - 84.1 +58.6 -63.6 +58.1 ft - 87.0 +84.9 -83.5 +632 -81.1 +62.0 -792 +61.1 -77.7 +60.3 -76.4 +59.6 -75.2 +59.1 -74.3 +58.6 -73.4 +58.1 36 ft -71.3 - 69.6 +85.7 +84.0 -68.3 +62.8 -67.4 +61.8 - 66.6 +61.0 - 65.9 +60.4 -85.4 +59.8 - 64.9 +59.3 -64.4 +58.8 36 ft -88.0 +65.7 - 84.5 +64.0 - 82.1 +62.8 -80.2 +61.8 -78.6 +61.0 -77.3 +60.4 -76.2 +59.8 -75.2 +59.3 -74.3 +58.8 38 ft -72.1 -70.4 +66.5 +64.7 -69.1 +63.5 -68.2 +62.5 - 87.4 +61.7 - 68.7 +61.1 -66.1 +60.5 - 85.6 +60.0 -65.2 +59.5 38 ft, -89.0 +66.5 - 85.5 +64.7 - 83.0 +63.5 -81.1 +62.5J -79.5 +61.7 -78.2 +61.1 -77.0 +60.5 -76.0 +60.0 -75.1 +59.5 40 ft -72.9 -71.1 +67.2 +65.4 -69.9 +64.2 -88.9 +63.2 -68.1 +62.4 -67.4 +61.7 - 66.8 +61.1 - 66.3 +60.6 -65.9 +602 40 ft -90.0 +67.2 -86.4 +65.4 -83.9 +642 -82.0 +63.2 -80.4 +62.4 -79.0 +61.7 -77.9 +61.1 -76.8 +60.6 -75.9 +60.2 42 ft -73.6 -71.9 +87.9 +86.1 -70.6 +64.8 - 69.6 +63.8 - 68.8 +83.0 - 68.1 +62.4 - 67.5 +61.8 - 67.0 +61.3 -68.5 +60.8 42 ft -90.9 +87.9 - 87.3 +66.1 - 84.8 +64.8 -82.8 +63.8 -81.2 +63.0 -79.8 +62.4 -78.7 +61.8 -77.6 +61.3 -76.7 +60.8 44 ft -74.4 -72.6 +68.6 +68.8 -71.3 +85.5 - 70.3 +64.5 -69.5 +63.7 -88.8 +63.0 - 682 +62.4 - 87.7 +61.9 -67.2 +61.4 44 ft - 91.8 +68.8 -88.2 +66.8 - 85.6 +65.5 - 83.6 +64.5 - 82.0 +63.7 -80.6 +83.0 -79.4 +62.4 -78.4 +61.9 -77.5 +61.4 46 ft -75.1 -732 +69.2 +67.4 -72.0 +66.1 -70.9 +66.1 -70.1 +64.3 - 69.4 +63.6 -68.8 +63.0 - 88.3 +62.4 -67.8 +62.0 46 ft - - 92.7 +69.2 -89.0 +87.4 -86.4 +68.1 -84.4 +85.1 - 82.8 +64.3 -81.4 +63.6 -80.2 +63.0 -79.1 +62.4 -78.2 +62.0 48 ft -75.7 -73.9 +69.8 +68.0 -72.6 +66.7 -71.6 +85.7 -70.8 +64.8 -70.1 +84.1 - 89.5 +63.5 - 68.9 +63.0 -68.4 +62.5 48 ft - 93.5 +69.8 439.8 +68.0 - 87.2 +86.7 4352 +65.7 433.5 +64.8 432.1 +64.1 -80.9 +63.5 -79.8 +63.0 -78.9 +82.5 50 ft -78.4 -74.5 +70.4 +68.6 -73.2 +87.3 -72.2 +662 -71.4 +85.4 -70.7 +64.7 -70.1 +64.1 - 69.5 +63.5 -69.0 +63.1 50 ft -94.3 +70.4 -90.6 +68.6 - 88.0 +67.3 435.9 +66.2 - 84.2 +65.4 432.8 +64.7 - 81.6 +64.1 -80.5 +83.5 -79.6 +83.1 52 ft -77.0 -752 +71.0 +69.1 -73.8 +87.8 -72.8 +86.8 -72.0 +85.9 -71.2 +652 -70.6 +84.6 -70.1 +64.1 -69.6 +63.6 52 ft -95.1 +71.0 -91.3 +69.1 -88.7 +67.8 - 88.6 +68.8 -84.9 +65.9 - 83.5 +65.2 -82.3 +64.6 -812 +84.1 -80.2 +63.6 54 ft -77.6 -75.8 +71.6 +69.7 -74.4 +68.4 -73.4 +67.3 -72.5 +68.5 -71.8 +65.8 -712 +65.1 -70.6 +64.6 -70.2 +64.1 ft -95.8 +71.6 - 92.1 +69.7 -89.4 +68.4 437.3 +67.3 - 85.6 +86.5 - 842 +85.8 -82.9 +65.1 - 81.8 +64.6 -80.9 +64.1 56 ft -7&2 -76.3 +72.1 +702 -75.0 +68.9 -73.9 +67.8 -73.1 +67.0 -72.4 +66.3 -71.7 +65.6 -712 +65.1 -70.7 +64.6 58 ft -98.6 +72.1 -92.8 +702 -90.1 +68.9 -88.0 +67.8 - 86.3 +67.0 - 84.8 +66.3 - 83.6 +65.6 -82.5 +65.1 -81.5 +64.6 60 ft -79.4 -77.5 +732 +71.3 -76.1 +69.9 -76.0 +68.8 -742 +68.0 -73.4 +872 -72.8 +66.6 -72.2 +66.0 -71.7 +85.5 60 ft -98.0 +73.2 -94.1 +71.3 -91.4 +69.9 49.3 +68.8 - 87.5 +68.0 - 86.1 +67.2 - 84.8 +68.6 -83.7 +66.0 -82.7 +65.5 m m n z r m v DATE 04/19/06 02/23/09 THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNARDO, P.E AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L BENNARDO, P.E "ALTERATIONS, ADDITIONS, HIGHLIGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIRCATTON. WIND VELOCITY =146 MPH EXPOSURE 'C' MRH =O -60' BASED ON Kd =1.00 SEE TABLE NOTES FOR ALT Kd INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEPICT THE 'WORST CASE' PRESSURES. 'WORST CASE' IS DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES. 2. USE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT. 3. TABLES VAUD FOR ALL ROOF SLOPES. REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION. 4. IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED, USE THE PEAK ROOF HEIGHT. 5. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE ASSUMPTION. 6. CALCULATE THE TRIBUTARY AREA OF THE OPENING IN QUESTION (HEIGHT *WIDTH) OR THE SPAN LENGTH (HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE -THIRD THE SPAN LENGTH (HEIGHT z / 3). USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY - THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 7. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 8. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. GENERAL NOTES: 1. THESE CHARTS ARE NOT VAUD AS A SITE - SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L. BENNARDO, P.E. 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. ' USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFERED HEREIN. 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. 4. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR A CATEGORY II (GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION) USING AN IMPORTANCE FACTOR I =1.0. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt =1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCp1 =+ / -0.18) ENCLOSED BUILDING ONLY. VERIFY USE OF Kd =0.85 (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 5. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. 6. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE. 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MRH, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT (1m). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. a a WALL ZONE FIGURES 2007 FLORIDA BUILDING CODE ASCE 7 -05, MRH = 0 - 60 FT DESIGN LOADS FOR COMPONENTS & CLADDING ENGINEERING EXPRESS ° 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354 -0660 FAX: (954) 354 -0443 WWW.ENGEXP.COM CERT OF AUTH #9885