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WS-11-1123Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 162631 Permit Number: WS -6 -11 -1123 Scheduled Inspection Date: August 01, 2011 Inspector: Bruhn, Norman Owner: BRAMSON, MYRNA Job Address: 330 NE 96 Street Miami Shores, FL Project <NONE> Contractor: STORMWISE SOUTH FLORIDA INC Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Repair Phone Number Parcel Number 1132060135970 Phone: (305)597 -7797 Building Department Comments INSTALLATION OF ALUMINUM SHUTTERS PANELS 9 OPENINGS Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Cc, July 29, 2011 For Inspections please call: (305)762 -4949 Page 26 of 30 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 07 Permit No. u)Sll-ilg_i3 Master Permit No. Permit Type (circle): Building Roofing Owner's Name (Fee Simple Titleholder) Klf n `dram � n 1 Phone #(..V6) % Jam ? - 101 Owner's Address CityMia1110 Share—% State F(0(1 Cka Zip 33 Tenant/Lessee Name Phone # Job Address (where the work is being done) 3O it ci (49 s+r e'i PI ®m t 6I o F 331 SS City Miami Shores Village County Miami -Dade Zip 33 i 3 8 FOLIO / PARCEL # i 1, - 3a ® (0 -- o r - si io Is Building Historically Designated YES NO Contractor's Company Name iPVi (J€. r '' 1c31'vc1c Phone #6:6) , %- -7 -7 q -7 Contractor's Address 13O % 5 NW ti °7. ue City bc)01. ° I-DC-ka State F (®fit do Zip 3 306-9 Qualifier Name Ca VTR 10 DI qZ Phone # (-505-)6-q 1 -i -iq State Certificate or Registration No C(tCiSj 1 t 3 k-i -a Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ ) O fl , Square / Linear Footage Of Work: JOB Type of Work: Describe Work: ['Addition Kr. 40 21Alteration ['New ❑ Repair/Replace ❑ Demolition 9 ******** * * * * * * * ** * * * * * ** * * * * * * * ** * * * *** Fees************* ** * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ /90 4• CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ B° .C� rte, Structural Review. $ Total Fee Now Due $ Q ,-if 1 See Reverse side - > Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commence a posted at the job site for the first inspection which occurs seven (7) days after the buildin; r �Atl��gf uch posted notice, the inspection will not be approved and a reinspection fee will be charged. °1 ;, �YACRO��MISStON # DD78306I - E(pr„IRES APril 27, 2012 �a..nl�tery Signature Owner or Agent The foreg ing instrument was acknowledged before m this day of ntractor The fore oing instrument was acknowledged before me this , 20 11, by ki Aa day of &Q. , 20 IL, by ri 10 00 ? , who is personally known to me or who has produced As �! Atiottli!kdk IG ai :�'•' ^•, ;""- MY COM V' NOTARY PUBLIC: '•; . - MISSION EaCPIRESAP ri127, 2012 worn Sign: ( Print: 001121-)i i riC `J ?-r-CJ e?- 40.11398.0183 FjoddaN My Commission Expires: who is personally known to me or who has produced as identification and WW1& oath. NOTA ° BLIC: �N # DD783061 --il 27, 2012 Sign: a0 _ Print: Q� aL i inn f2c mitotic-7- My Commission Expires: * *******.x****.x********* * * * * * **** : * ***:r ** * *** ** * * *** x*********** *************** * * * * * *** *:x**** *****•x**: *0* ** APPLICATION APPROVED BY: (Revised 07/10/07) Plans Examiner Engineer Zoning 1 • • ••• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • MYRNA BRAMSON • • • • • • • • • 330 NE 96 STREET MIAMI SHORE,FL 33138 • • • • • • • • • •• • • • • •.• •• • • • • • ••• •. .- • • ••• • • • 72X50 109X38 36X36 72X49 36X37 19X38 36X38 120X50 46X36 PRODUCT W H 1 PANELS 109 38 2 PANELS 36 36 3 PANELS 120 50 4 PANELS 46 36 5 PANELS 36 38 6 PANELS 19 38 7 PANELS 36 37 8 PANELS 72 49 9 PANELS 72 50 N Z z DEI O v IOV ) COMPLIANCE WITH ALL FEDERAL COUNTY RULES AND REGULATIONS M Miami Shores Village al l DATE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Town & Country Industries 400 West McNab Road Ft. Lauderdale, Florida 33309 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildinacodeoniine.com SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). 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 Code. 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. TEIIMINATIOrl Qf t11is NOA will occur after the expiration date or if there has been a revision or change in the mat+eriais%itse, and/or nfanufacture of the product or process. Misuse of this NOA as an endorsement of any produgt, for sale9, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section ofl tts.%1OA shall be cause for termination and removal of NOA. AIlittnISE1VIEM4The NOA number preceded by the words Miami -Dade County, Florida, and followed by theetxpjration dale caw. be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be One tit its entitetp . .. INSPECTION ��i.c .oF of this entire NOA shall be provided to the user by the manufacturer or its distributors and it WI be ava0abl, for inspection at the job site at the request of the Building Official. This.1;1Q,A reneAVi'NOj1 # 09- 0114.05 and consists of this page 1, evidence submitted pages E -1, E -2, & E -3 as weilas.aeproval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. MIAMI-DADE • UNTY APPROVED NOA No. 10-0929.04 Expiration Date: 11/16/2015 I / /04/2.0 /0 Approval Date: 11/04/2010 Page 1 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 Kneievich & 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 06/28/2000, signed and sealed by Christopher G. Tyson, P.E. C. CALCULATIONS: 1. Comparative Analysis and Anchor Analysis, dated 07/12/2000, pages 1 through 56, prepared by Knezevich & Associates, Inc., signed and sealed by V. J. Knezevich, P.E. 2. Comparative Analysis, dated 10/26/2000, 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. CTL- 592F dated 06/26/2000, for Aluminum Alloy, signed and sealed by Ramsh Patel, P.E. 2. EVIDENCE SUBMI'1"1'ED UNDER PREVIOUS APPROVAL # 03- 0421.13 A. DRAWINGS 1. 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. • E. • TE4T• • • •1. Nbne. • • . . C CALMENTIONS • •1. •• • •••• •D. •.: QUALITY ASSOURANCE • I. 4yMitzmi Dade County Building Code Compliance Office. •••• •••. • • •... • .. .. • • • E -1 A my 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 Town & Country Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. None. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 05- 0713.03 A. DRAWINGS 1. 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. • 4•••E CAh,CUhATIONS • • 1. Anj1hor: Analysis, dated September 09, 2008, 19 pages, prepared by Knezevich • • • Associates Consulting Engineers, dated September 01, 2008, signed and sealed by • • • 1'. K zevich, P.E., on September 03, 2008. • •• •• • • D. • QUAL1 ASSOURANCE • • • • • 1. * Miami -Dade County Building Code Compliance Office. • . • •• •••• • • E. MATEIIIA.L CERTIFICATIONS • ••••1 None.. .... • • . . • •••• E -2 my 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 • • 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 Wind Pressure Test on 0.050" Aluminum Storm Panels, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL 0353- 0804 -10, dated 09/07/2010, 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. • • • • • • • • • • • • • • • • ▪ • • • • • • • • .• •• • • .• • • • • • • • •• • • • •••• e • • ••• • •• • • • • • •••• • •• • • • • ••••• • • • • ••• E -3 C */2 • 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 • ••• • • • ••• • • • • • •• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • ••• • • • • • • ••• • •• • • • • • a _ • • • • ABEL • • • • LOCATION • • 2.02" i r f • • • •. ••• 2.02" • • •• •= • • • • • • ••• ••• ••• 2.02" 10.050" ALUMINUM STORM PANED 1.0S" MIN 062" 2.250° 060 "3.00" MAX. 2.250" 2.250" 094" T P SEE NOTE No. 10 • •• • • • 12.00• CO•ER•GE• • • • • 14.35" • • • OSTORM PANEL SCALE : 3" = 1.525 SEE NOTE/ A No. 10 H 6.000" COVERAGE • •• •• 8.332" 1a HALF STORM PANEL SCALE : 3" a 1-0" 2.000' O°hx HEADER O 9P HEADER BUI D -OUT'U' HEADER SCALE : 3" = 1-0" SCALE : 3' = T -0" SCALE : 3" = 1-0" 3.386" MAX .376" .376" 190 1/4 -20 MACHINE TYP �;7� 888" SCREW 6172" O.C.ISTUD .375" R •"r'7 8E REVERSED) .632" 4 1.00" MIN. 5.00" MAX. 090" .090" 092" .17 (TYP. 452 "605" 090' . 1 060" .090" SYM .315" R 313 377" .190 .1 O STUD ANGLE O ANGLE ©C -TRACK (HMI) 6(7). C•TRAC( O BUBD -0UT FTRA( SCALE : 3" = 1' -0" SCALE: 3' = 1 -0" SCALE HALF SIZE SCALE : HAIF SCALE : HALF SIZE GENERAL NOM I5I C��7�yL pp�E7'ECg g Np�L MR' Np Rp9 NC_E W Eqpt 1. URRRRICA EZEOINNNEC ��OVpHyZ/IpPLgTHSE }iLgORSOtfA BUIQ(y99I�pE� ?RFTH�Ep SGIH :4%7y03E41jY 2. DETSIG¢NLT.AWINO LUAO DURgANTpION FACTOR CG9a�Qt.�fiI,WA�SClTa FgOR1�W000pEIRRESHcialt11 3. "Err W AUCpCEONRDSAANC0.0 WITNHEERTIH�E GOVERNINTQ OC,�OOEHAMO GOVEME 4. FMOIIIP YAP�LHOSEORST2Mit VacaIICATICOUNAMO IRIS SHUTTER 3YSTEMCLUDE INFORMATION 5. wig ITER -URFP OA AOMIWStlATIVF CGDESHALL COMPLY WITH CHAPTER 610.10 -23 6. OEHEREDIIEECOEIAL �FAROM THE NOYURAL SUBST•N 7. THEEENNAPTO1IP7{{RgO5V7AEL DGNMENTgS� IoNSS TO THESE ENAEP5PEROVVpARI. DOCUMENTS WILL VOID 6. BU LDIN[i OFFICIAL SMI1AYglg0EpLEEQCNTF ONETOF TNOE POLLOSpWPt7agUgOq, �PC�THg1IO7SgNls9cp -CUM[Ep�Nrrsp,7THE Al at RS E C,YY TN E QP TIOEvi c'p C TI /TpOL�,I'HgEfE 9pU L0 6 OPFFICI 9911SE tREED�7E COaltNN��pIM1 pM OAD p CUTYIWPI7RaP PuuRHTEC .IOONN7REOLLPOII7Vy6HWUNr AND ZONp0p1�UAMREASppROKNLY OPgTII{ONELYIIITIRIL�UL HRACOCpEPTNEDEBNYO TaHeTSUEETN..EVIE II•CrI .. 9. AS F TOVANE MARKINaLpEREPANEL AND SHAOLLEBE PERNANENPTLY LABELED TORMFT OOEFliRES. Egg SHpL MIAIDBABEEICOIRRYPRODULTAPR (0031 10. SaLLMM PDAGKiMWiMUM 1iBCKNE55 -MID MECIii= AWCAI PROPERTIES:A NOMINARO 050 11. ALL OEXWTRUSIONS1ySpHgA�LL. 68 860663- 166EA�LgUMIINum ALLOY, 0.0.8 12.AALNI.i SraL STRENd7M OP AI rat U.0. 0 OR STAINLESS STEEL WITH 13.108 T ANO "U"WIAINTINGACONOI711TALLY Y/HERE APPLICABLOE, EJ KEPT O' TRACK SCALE HALF SIZE le F1 465" .655° 0.090" (TYP.) V 4-20 MACHDIE /4 -20 MACHINE CREW 12" SCREW @12' 0.CISTUD 0.C.(STuo DIRECTION MAYS IRECTIDN MAY BE REVERSED) BE REVERSED) .125" TYP. r 17 2.00 2.00" MIN. 5.00" MAX. 250" OSTUD ANGLE O STUD ANGLE SCALE : 3" = i' -0" SCALE : 3" = 1-0" 2.50" 1 440" It •30" 563 "0 (20 GA. GAIN. STEEL ER 40 B" i OR 0.050" 5063 -16 ALUM) LEO DIRECTION (TANIA0. PLUM KEYHOLE O"PANGLE -TRACK O t0 WINGNUT WASHER SCALE : HALF SIZE SCALE : HALF SIZE SCALE' HALF SIZE 1/4" MAX. FASTENER 5 TL" O.0. FOR DESIGN LOADS LESS THAN OR ERDAL TO Mo ASAP, FFSSMpFF6�"(( DC. FOR DESIGN LOADS GREATER CA T AN 110ANOIOR)SEE ANOIOR SCHEDULE FOR PRODUCT REVISED n 0omplAgwih the ciarida Butding Code Amputee No _OIi OS Es Dhallon Bate 50 Lmax.. SEE STORM PANEL SPAN SCHEDULE - TABLE 1 TYPICAL HORIZONTAL ELEVATION SCALE: 1/4" = 1' - 0' WIDTH UNLIMITED y (PERPENDICULAR TO I PANEL SPAN TYPICAL SECT ONS* ALUM. ANGLE CLOSURE PIECE 1" x 2' x 0.125" MIN TO r x 5 "x0.125 "MAX. XISTING CONCRETE, HOLLOW CONCRETE BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE ALUM. ANGLE Q UOD -OUT CLOSURE PIECE DISTANCE 1° x 2" x 0.125" MIN TO 2 "x0 "x0.125 "MAX. EXISTING CONCRETE, HOLLOW CONCRETE BLOC OR WOOD FRAMING. SEE ANCHOR 5CHED. BASED ON TYPE OF STRUC. BUBD -OUT MOUNT CLOSURE DETAL ASTENER 12" 0.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.F. 6 CM 8" 0.C. FOR DESIGN LOADS GREATER THAN 110 P,S.P. (SEE ANCHOR 5CHED. FOR ANY ACCEPTABLE ANCHCBRODUCT RENEWED as Wmpdyi g with the Fiarida Bwidhig Coda Aawp�eNo o -O` ff•9c. Expiration DNA VAMP o15" By r LEI %> V.J. Kneze6sh R Mom xet PE *MOM Ma..., +,. 9060 1/4" MAX. BOTTOM MOUNT TYPICAL VERTICAL ELEVATION SCALE, V4" = 1' - 0' EXISTING CONCRETE. HOLLOW CONCRETE BLOCK OR WOOD FRAMING. WALL MOUNT CLOSURE DETAIL 111 TYPICAL CLOSURE BEMIS PIMN) HURRICANE PROTECTION SCALE: 1 -1/2" = 1-0" AS 601E0 65 09/01/2008 08451 PAGE 1 or • •. •• •• • • •• • • • • • • • • • • • • • • • • • • • • ��CAV HOISTING CONCRETE, • • • • • • • • E I T G RETE, HOLLOW CONCRETE BLOCK OR • H L ETE BLOCK OR W000 FRAMIN CONF@CRONTRE • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • •• • • • EXISTING GLAZIN WOOD FRAMING REFERENCE ANCHOR ITYP. TOP AND BOTTOM) SCHEDULE FOR MAX. • SjACINii- • • • 1R • • • • • • • • • • •• ••• •• • • • /4" MAC. •• • •4 • • ••• •• SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 4 t- i 2 01 4 COMi M=TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. at 11010I0IIDNTRE SPACING REFERENCE ANCHOR SCHEDULE FOR MAX. SPACIN EXISTING GLAZNI 1/4" MAX. OWALL MOUNT SECTION A SCALE 3' x 1' - 0" C1 CANS( IION TYPE ISTING CONCRETE. HOLLOW CONCRETE BLOCK OR WOOD FRAMING 0.050" ALUMINUM STORM PANELI PTIONAL LEG DIRECTION GONNETION1'RE CONSECTIONTME REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 0. 012 STORM PANEL SEPARATION FROM GLLAASSSTABLE 2 O, CAMAY BE — �—R REVERSE Cmcno011YPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/4" MAX, EXISTING GLAZIN SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 A i. O a u `I� 1/4' MAX. R1a`+f \11G COERENCE A REFERENCE RCHOR C FOR MAX. SPACING O U CEI QNG/FLOOR MOUNT SECTION SCALE. 3" " 1' - 0" OPT ONAL LEG DIRECTION 1/4" MAX. EXISTING CONCRETE. HOLLOW CONCRETE BLOCK OR W000 FRAMIN EXISTING GLAZIN /4" MAX. 01 CONNEC72MI1TFE REFERENCE ANCHOR SCHEDULE FOR MAX. . SPACING EXISTING CONCRETE, HOLLOW CONCRETE BLOCK OR WOOD FRAMING ITYP. TOP AND BOTTOM) C3CONNE00@ITYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/4" MAX. 81 STORM PANEL SEPARATION PROM GLASS TABLE 2 OFICI AL TOP 0020015 1/4 -20 MACHINE BOLT WITH LOCK NUT @ 12" 0.C. (TTP TOP 8 BOTTOM) OBUILD -OUT MOUNT SECTION B SCALE ■ 3" = 1' - 0" SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 OEMAC PASS1HNIPSEC.)MMOR SCHEME 1.0 AN1- VPL0i6 WOODIAG SCREW W/ 1/WM UM YAPJNW/ 1.1N• 18LL O70C3 OR AM MARSCM0 -• IN 7/O" Emmet 4 We ZINO= 1-3.A" BEWOMIN MWARPAPAl1.3L OR 1- 10.'MARROOII OOEOH00 STAIXIDZ 5TEEL MM70• SCREW PER X MOOD 2OI00 00101000 1333071 0000 12' ti THREE 1/4 "0x MIN. 4^ LONG W000 LAG SCREWS @ 24' O.C. MAX. WITH 1 -3/4' EMBEDMENT INTO WOOD MEMBER EMBEDMENT 2" x 5" x 1 /8^ CONT. ALUM. ANGLE OR 4" x 1/4" x CONT. ALUM. FLAT 1/4 MAX. 00 1/4'0 THRU BOLTS W/ LOCK NUT @ 12" O.C. ASTENER, SEE DETAIL ()ANCHOR SCHEDULE, FOR MAX. SPACING TWO x 1/ 5" 5' Ci CONNECIIONTPE x 1/ ALUM. ANGLE REFERENCE ANCHOR SCHEDULE FOR MAX SPACIN EXISTING CONCRETE, HOLLOW CONCRETE BLOCK 0 W000 FRAMING. SEE DETAIL ""7/4"--111100 EXISTING GLAZIN SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 N 2 4 FASTENER @ 6" O.C. OR (A1 12^ 0.0. BUT 00 NOT EXCEED ANCHOR SCHEDULE SPACING. USE REMOVABLE ANCHORS ONLY W/ KEYHOLE WASHER. LOCATE FASTENER IN NARROW PORTION OF KEYHOLE WASHER 01=EC=7YPE REFERENCE _ ANCHOR - . -- SCHEDULE FOR MAX. SPACING O°P TRACK/DIRECT MOUNT SECTION C SCALE: 3" x 1' - 0^ 1-1/2'1-1/2" WOOD ROOF TRUSS OR FRAMING MEMBER SHALL BE PERPENDICULAR TO THE PANEL FACE XISTING STUCCO FINISH OR PLYWOOD SOFFIT 1/4" MAX. 146 3/4' TEK SCREW e 12" 0.C. BETWEEN m TRUSSES vi PRODUCT REVISED a adding a�t...pting w'Uhthe FTmida . BddingC.• uAMOOMW mNOD' Date 11/I� • L i OS f0 Dit ~ AS complying with the Raids d Beata Cade Acceptance Data / O'PASS THRU' SECTION SCALE 3 ^ =1' -0" • • ••• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • ••• • • • • • • • ••• • •• • • • • • • • • • • WD Roo, TR•SS OR FRAMING •EMBER EXISTING STUCCO FINISH OR PLYWOOD SOFFIT • • •• • • • • • • • • • 1.1•..1 -1/2" • • EXISTING GLAZIN 1"x4" OR r 06"•• 062" CONT. ALUM. TUBE 16063 -T6) GLASS 0 000 SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 • NE 1/4 "0x MIN. 5' LONG LOOD LAG SCREWS • 113/8+24" 0.C. MAX. WITH 2 -1/3" EMBEDMENT SI�!�{ppp�I. INTO W000 MEMBER "�-�'/ O " 0.C. M MAX. 4' LONG INTO LAG SCREWS • • 24' O.C. X WITH 1/2' EMBEDMENT • INTO WOOD MEMBER • u�G • SEE MIN. STORM PANEL W. FROM GLASS ABLE 2 14 x 3/4" TEK SCREW 154 12" 0.C. BETWEEN TRUSSES xX J Q 0 E>< J C � EMBEDMEN Y � 0.050" ALUMINUM STORM PANELI 1/2" PLYWOOD EXISTING GLAZI 2" x 5" x 1/8" CONT. ALUM STUDDED ANGLE W/ 1/4 -20 STUDS (Id 12" O.C. XISTING CONCRETE, HOLLOW CONCRETE BLOCK OR W000 FRAMING BUILC -GOWN / BUILD -OUT SECTION G SCALE+ 3 " =1' -O' C4 CO120ORON TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING JAIL 01001218.1R•1W0 REFERENCE ANCHOR SCHEDULE FOR MAX. XISTING CONCRETE, SPACING HOLLOW CONCRETE BLOCK OR WOOD FRAMING NOTE ISE OF OEOLSHAU.OEIRODNSACTIO0W10NAN •N° HEODFR OR• U• HOWEt TOP MINT O K C -TRACK ASSEMBLY • INSIDE MOUNT SCALE+ 3" 1' -0" w O CONNECftGII1VPE USE 1/4" WOOD LAG SCREW OR 1/4" ELCO - MALE/FEMALE PANELMATE REFERENCE ANCHOR SCHEDULE FOR MAX. XISTING SPACING WOOD CONT. 3' x OR 4" x WOOD FRAMING REQUIRED 1/4" MAX. E MIN. STO PANEL SEP. FRO GLASS TABLE 2 N TWO 1/4 "0x MIN. 4' LONG STAINLESS STEEL WOOD LAG SCREWS (d 24" D.C. MAX. WITH 1 -3/4" MIN. EMBEDMEN IN CENTER OF STUDS 2" x 6" P.T. CONT. WOOD BLOCKIN EMBEI3MEN 1/4" MAX. 1/4'0x MIN. 2 -1/2" LONG STAINLESS STEEL - WOOD LAG SCREW 10 12" 0.0. W/ 1 -3/4' EM8EDMENI' 'NTO WOOD BLOCKING TWO 1/4'0x MIN. 4" LONG STAINLESS STEEL WOOD LAG SCREWS (0 24' 0.0. MAX WITH 1 -3/4" MR EMBEDMENT INTO EXISTING STUDS 1 "x4 "x1 /8' x CONT. ALUM. TUBE 14 x 3/4" TEK SCREW P 8" 0.C. 1 /4" MAX Nfiammill _0 ■∎3+1PO.O EXISTING GLAZIN SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 OCEILING/BUILD-OUT MOUNT SECTION SCALE: 3" =1' -0' TO LOCK STRAP IN PLACE USE A THUMB SCREW OR A TRUSS HEAD BOLT /16" MIN. O L C -TRACK ASSEMBLY • (BLOW UP) SCALE: HALF SIZE 1/4 -20 x 3/4" ` MACHINE SCREW WITH .675" x .675" x .125' SQUARE SCREW HEAD /16' 1.0. AND 1/2" 0.0. x 3/16" MINIMUM NYLON BUSHING OR 1/4 -20 NUT (GALVANIZED) USEOOR (DWITH 1/4 -20 x 3/4" MACHINE SCREW WITH .675" x .675" x .125" SQUARE SCREW HEAD Z XISTING CONCRETE. HOLLOW CONCRETE BLOCK OR WOOD FRAMING OBUID- OUT/FLOOR MOUNT SEC1tMN SCALE: 3" = 1' - O" 1/4° MAX 7010E REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING PRODUCT RENEWED es compiping with dee Florida BuildieS Cede Acceptance No1O• -0_Z 003. 1/2" 0.0. x 1/4" 1.0. t 3/16" ' 11, NYLON BUSHING OR 1/4-20 S.S. NUT RYP.1, �1 I o 5— Conned INAL LOCATION OF STUD M C -TRACK ASSEMBLY (ISCMETRIC1IIEW) N.T.S. Division • • ••• •• •• • • • • • • • • • • • • • • • ••• • •• • • • • • • ••• • • • •• •• • • • • • • • ••• • • • • • • • • • • • • ••• • • • • • • • •• • • • • • • XISTING .000 • FRAMING • • • ••• ••• EMBEDMENT • 06M1RRC10N TYPE REFERENCE ANCHOR SP pC435 FO%/pAX. " • AX EXISTING GLAZIN SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE •• • •• 1/4" MAX. 1/4 -20 S.S. BOLT &NUT@ 1" 0.C. Z" x5 "x1 /8" CONT. ALUM. ANGLE 008(OL1I071YPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING • XISTING CONCRETE. HOLLOW CONCRETE BLOCK OR WOOD FRAMING O WOOD CEILING/ ONSIDE MOUNT SECTION SCALE: 3" = 1' -0" • 1/4 -20 S.S. BOLT & BOLT 8, WINGNUT @ 24" O.C. (TYP. BENT PLATE EL OR 2^ x 2" x 1/8^ 6063 -T6 ALUM. ANGLE —MUM MAX. EXISTING BAY WINDOW " OVERLAP 1/4 -20 S.S. BOLT & BOLT & WINGNU @ 24" O.C. (TYP. 20 GAGE STEEL BENT PLATE OR 2" x 2" x 1/8" BENT PLATE MAX 1" OVERLAP OTYPICAL CORNEA CLOSURE DETAILS SCALE. 1 -1/2" = P -0" ( 11""' 2:1 2 "' 2• 0.055" 6063 -T6 ALUM. TUBE 2 °. 4 10.050° ALUMINUM STORM PANEIJ EXISTING CONCRETE, HOLLOW CONCRETE BLOCK OR WOOD FRAMING 9.2 al 2'. 2" 2'. 4° 2 ^. 5^ cotoommai REFERENCE? NCHOR SCHEDULE FOR MAX. SPACIN x 0055" 6063 -T6 ALUM. TUBE EXISTING GLAZIN 4 SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 EM S" LONG HANDLE RIVETED TO PANEL C 0012605021W2 REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING WALL MOUNT SECTION P \,1-1 SCALE. 3" = 1' - 0" PUNCH 1/2" x 1" HOLES IN ADJACENT PANELS TO RECEIVE THIS BOLT W/ PM NUT. PLACE PANEL OVER EACH ADJACENT PANEL AND FASTEN WINGNUTS FROM THE INSIDE °TYP. 1/4 -20 x 1" MACHINE SCREW STUD WITH WASHERED WINGNUT @ 12" 0.C. (CONNECTS TD ADJACENT PANEL WALL MOUNTED 5' x 2" x 1/8" x CONT. STUDDED ANGLE (SEE SECTION 11 OOPTIONAL INTERIOR FASTENNG DETAIL OSOMEIRIC $ N.T.S. 01CONNEC11118TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACIN /4" MAX. EXISTING CONCRETE. HOLLOW CONCRETE BLOCK OR W000 FRAMING ON- STRUCTURAL FINISH MATERIAL BRICK OR WOOD REFERENCE T ANCHOR SCHEDULE FOR MAX. SPACING /4" MAX. EXISTING GLAZING- /4^ MAX. 1/4 -20 STUDS @ 12" 0.0 ONCRE9E OWALL MOUNT / BUILD our SECTION SCALE 3 "= 1'- 0" r -r 1/4" MAX, 040006010N110PE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING ON- STRUCTURAL FINISH MATERIAL.- 2 -1/2" x 1 -1/4" WIDE NOTCHES (TYP. BOTH SIDES) alaTINE BLOCK 88p1LPANB.F03018f.r -4. 6 MA1C06IGNOAD rl"WP /8"0 HOLE FOR FASTENING PANEL PRGDUCT RENEWED IN Ying thew11h' Florida 14° 0-0429.0¢ Bate O INTERIOR FASTENING ANGLE ASSEMBLY SCALE, 1 -1/2" = 1' -0" BY &l(v 3 Division PRODUCT REVB00D 5Efp0508OT l01! as mmPlyiss mBF1 the Maeda THESE DETAILS DEPICT THE BtaiMla5Cada CONNECTION OF THE LAST PANEL Amptalme Nop p5- FOR AN OPENING WITH PANELS INSTALLED PROM INSIDE. USE - • ;r- -Oda /e OF THESE DETAILS SHALL BE IN - - CONJUNCTION WITH AN "I' HEADER OR "U° HEADER TOP MOUNT. Mud Divisaa 1 >I, V.J. Kneze lch Mose Nos PE 00=61 ROME OM PAGE4 af 8 • • .•• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • •.• • • • • • • • • • • • • • • ••• • • • • ••• • .. • • • • • •.•• • • • • • •'• • • • • • • • • • • • • •• • • • • • • ANCHt &AQLE 0.050° ALUMINUM STORM PAN 618 ®0118A®021SPR•.9669Q11301113110931102481021 0133351D909410 EMS 1 •• • ANCHORTYPDB • • •• 8�7nnumw•n7MAW. 144.8178 TTAP4B 511•1• LOAD SPANS UP TO 0W7 • -0.. •• i se. isTEI) MIN ••anNm1En •4.1. • • P 98E4 CaPSE51 74 TV 22 N TYPE co CTW4i TYPE •'14E• 40I 111• • 001E3) • 57006157) •11 E C1 C2.C3 54.51 41 C1 ©064 ,51-52 C3 54 C5 43.0 14 14 141 8 50.0 14 14 14 7 72.0 14 14 141 5 84.0 14 11 14 4 150.0 14 7 101 3 8 6 3 SPANS UP TO SPANS UP TO 14 14 14 14 14 14 14 6 3 14 11 14 14 5 4 14 8 8 11 3 3 14 7 7 10 3 3 14 7 7 10 3 13 14 7 1414 4 14(3 3 1013 3 101 9 9 2013 3 SPANS UP TO 6. -0.. SMOTE 1) SPANS UP TO 8' -8^ (SEE MG 0 SPANS UP TO 1r -0" 6E ME]E17 MTN. 2 V2'EDBE DEUCE 03584E 571m TYPE 004INECTI47 TYPE 00NN207019 TYPE 00910011 (00911E1) 4E911E0 51 22 C3 54 55 21 52 C3 54 55 51 C2 C3 Cr. CS 14 14 14 14 14 14 14 14 14 14 14 14 14 12 10 1413 1410 9 14 8 11 8 7 14 14 14 14 14 14 14 9 e 1414 12 14 72 19 13 8 7 11 a 7 ll 8 7 14 12 14 10 9 14 9 14 9 7 14 8 111 8 7 14 8 11 8 7 14 8 11 8 7 E1 00T04®M18144V N/ 1A4'48,08621007 43.0 14 14 141 14 50.0 14 14 14 12 72.0 14 14 14 9 84.0 14 10 14 7 12 14 14 14 9 8 14101417 8 10 14 14 14 8 7 14 7 113 6 5 7 14 7 11 1 5 14 61919 4 6 14 6 9 5 4 14 8 9' 9 4 14 14 14 14 14 24 14 14 14 14 14 14 16 14 14 12 10 14 14 11 14 10 9 14 14 014 14 12 14 I4 114 12 10 14 7 111 8 7 14 6 9 8 6 14 10 14 10 8 B 13 9 7 6 9 6 6 6 19 6 6 150.0 14 6 9 5 4 14 6 9 5 6.14 6! 9 1 5 4 14 6 9 8 6 14 6 19 8 8 14 6! 9 8 6 MR 1174•E0GE DISTANCE 6118.3. EDGE DISTANCE * 1, 1 - -'■!; 44.4,44x5 kw NGOI a 04rovr Emma 4v4.m 43.0 14 14 14 111 9 14 14 14 7 6 14 7 24 5 4 14 14 14 14 14 14 114 134 14 14 4 4 12 10 54.0 14 1414 9 8 1410 14 6 .5 19 5 -9 4 4 14 14 14 14 1414 141141412 9 411 9 72.0 840 14 10 14 14 7 141 6 5 5 4 12 5 7 11;4 0 4 13 a !3 11 4 11 4 3-4 16 4 9 4 3 14 14 14 1412 14 14 12 14 13 10 14 8 13 10 7 10 10 8 4 8 4 7 50 10 7 160 10 0 6 O61d11581O144ae07U 150.0 11 4 614 3 1114 6 4 13- 11 a 18 4 3 14 5 10 10 8 14 7 20 10 8 4 7 }0 18 0 832.2•ED0E01STANCE e a.a A 1/0.0 ELIparar 1-1/4. 1' 43.0 12 12 12112112 11'12 12 11110 12 9 112 8 7 MIN. 2112 EDGE MIME S0.0 72.0 84.0 180.0 7 6 1 121 . 12 121 12 121 12 10 12 12 13110 9 121 7 107 8 7 10 1118 12 8 7 1217 10 9 7 7 7 6 7 2 .7 . 8 7 43.0 50.0 72.0 04.0 150.0 141 14 141 14 14 141 14 141 16 14 r ���A Lo ���� r i Av 1.111122120E1 24 14 14 14 12 141 9 12111 9 14 14 14 14 14 14 14 14 14 14 14'20 14 12 9 24 1 9 12 11 9 14 9 12 11 9 4 9 4 9 4 19 414 12 4 11 9 11 9 11 9 i- 3 O 0 S Z 9�.11Ltll \ \11 \ \1 \ttllll \ \ \ \, -. Vre /1 -144 43.0 S0.0 72.0 8 6 8 4 3 5 4 5 3 7 14 14 14 9 7 9 7 9 6 4 7 7 4 3 7 1 1 3 3 5� 4�� i/ 12 12 12 7 6 0 4 8 1 4 0 4 3 3 3� SY� / 3 •// �// 6 4 / /3 A �. Iamzzo m©iioii i iiii l3- dia ° 3-r. yr IMIEM©LMIKIomMm©nIEWIo 111W91 9 4 3 3 4 3 3 4 3 50.0 72.0 84.0 14 14 14 9 9 9 8 4 0 7 5 4 3 4 3 6 9 4 4 3 3 3 3 5 4 4 /3 �/3 4 3 /, EXIMIZIEMIKIAMWAXAMIUM 11 4 554 31 4 5 5 4 11 4 5 5 4 5 3 13 3 14 14 3 9 4 9 7 6 5 4 72.0 04.0 150.0 9 4 9 7% 3 j V414LPONI64II04ET 421®1109919 ENENT 4 4- 0STANE100100 94008 43.0 96.0 MN. ?EDGE DISTANCE 14 14 13 11 14 14 14 9 8 14 7 1 4 14 1 - 9 14 11 14 8 814 6 13 23 3 13 72.0 04.0 150.0 14 11 1 14 8 14 13 5 8 6 5 3 4 13 5 8 5 19 5 7 5 13 5 7 1416 9 4 1013 9 14 8 7 7 14 7 6 4 S , 9 4 7 8 4 5 5 4 5 9 4 MI19.2' EDGE OUNCE 14 14 14 14 14 14 14 14 12 10 24 14 14 14 14 12 14 12 14 10 8 14 14 8 9 7 8 14 5 7 7 5 14 5 7 7 9 7 5 4 7 5 4 7 9 4 14 12 14 10 8 141 9 14 9 7 1415 717 5 8 114 9 7 6 ;11 7 6 7 7 5 5 7 7 5 5 7 7 5 1:13 =CUM EMW1eoN i i galli1IN• Y Y IMMIa� , 72.6 s.i`1`a�ii`r.9�E1BE:I YK,�.iKINIL a•7. LIM mamma 84.0 � � 6teii0� YI 000111 133.0 . 1 ANCHOR SCHEDULE 619100118006)021 9PA@01 [882E3)103000i7 qp 18lm113 0FS011011 W N9EP115 ANCHOR TYPE 7.040 (W) 0.5.0. MAX. 6EE 1811E 1) MIN. 3/4.1 DISTM SPANS UP TO 6' -0" 5@Nm1575 SPANS UP TO 6' -e^ SEEMS 9 SPANS UP TO 12' -4^ DEMME17 c0Mi8CTION 6093 CI 1C2153 TYPE 0403 COXNECTION PRE 51 C2 Type NOTED C3 54 CS 007410017074 TYPE 190081103) 51 52 C3 54155 2�^ MIN. vase• taw84.0 011. 50.0 50.0 72.0 141 14 114 14 W1 id 14 14 141 14 14 10 13 U 14 13 W 14 9 14 12 14 11 16 14 9 9 14 6 6 14 14 14 1 ' 6 14 73 14 7 �6 14 11 14 6 5 14 04111 8 7 to 11 14 6 4 11 11 8 '1 5 150.0 141 111 14 6 5 14 11 14 6 6 14� 5 110t``11 �I �,�1111 roma 43.0 50.0 14 14114 %% 1414116 / /��/ �11� /6 9 0;i�/ 8 /' e 0 _ 0471157777177'= pw148m84t9/ 018016 Ol i w-m8 ¢ 9118 43.0 141 14 14 13 14 14 14 10 9 14 10 14 7 6 S6.0 72.0 141 14 13 141 141 9 11 14 18 8 14 7 14 9 8 11 6 5 14 7 13 6 5 14 6 9 6 5 84.0 1504 1 4 101 1 4 6 141 61 91 9 6 74 6 514 6 9 6 9 9 8 5 1 4 8 9 6 1 5 14 6 9 61 5 880101 NITS SµpWNN�pR E ANCHOR 1. AALPLOWABLE LOADS PANEL SPANS F �c01C�L MUST BE MITE�D 70 THOSE SHOWN IN TABLE L Ep11yL+ 2. ANCHOR TYRE ANC EDGE DISTANCE. THE EXISTING STRUCTURE MATERIAL EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND LOAD GREATER SPAN THAN THAN OR EQUAL TO SHUTTER SPAN. 3. EFSEFgXXEEqE MOUNTING SECTION DETAILS FOR IDENTIFICATION OP CONNECTION TYPE. 4. TYPENO . 9005q96)L7 57940706 Meg ULE k09 PR PER 180X009 TYO7 84580 ON 9. REC HO 1 11404710X52 INSTALLED IN ACCORDANCE WITH MANUFACTURERS' 8. MINIMUM EMBEDMENT AND SEDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 7. VARY. 0�ETIEXELLI0 VER THAT FASTEWNEER1F096 FRAMING, 40100FRAMING A 00 094MIN0 MEMBCLEls NoT PLyW000. FIASTENING TO PLYWOOD I5 ACCEPTABLE ONLY FOR E. SHALL 00GO ATTEE0 44AENTE9 OF NOMINAL 2 0 4SCJ09919.) 000 STUD. 3//44'g - SOUTHERN HEAD ore HOC GREATER OOE 1SITT. LAG SCREWS OS SHALLLAHAVE PHILLips 9. MACHINE SCREWS SHALL HAVE MINIMUM OP 1/2- ENGAGEMENT OP THREADS IN BASE 44qN5103R AND MAY HAVE EITHER A PAN HEAD. TRUSS HEAD. OR WAFER HEAD (5105WALK BOLT). U.O.N. 10. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. ri SCREWNUT OR WASXERED MWGNUT,REMOVABLE BY REMOVING MACHINE 12. ALL P50415 SOLID SET AND POTTERS CALK -IN ANCHORS MAY ONLY BE USED W CONCRETE WALLS. HOLLOW CONCRETE BLOCK WALLS OR CONCRETE SLABS ON GRADE 13. 709 ELCO Oft-MELEE 554. CONCRETE STRENGTH, F0..3.5 K9. FOR (133 TAPCO9, CONCRETE STRENGTH. F0.63.2 KS. FOR ALL OTHERS CONCRETE STRENGTH, FcO. 3 K9. PRODUCT RENEWED es comply* with D� Coda the Pfntide Ba AOXeptence No O - 0 ` L .04. Date /1',' a/5" fit .17. M50814 Dir1ni00 P as complying RODUCT DaSTiasCade Aaeeplso Daal T O Il4.OS Da1m 0/0 LL 1 j 1 1 1 Idol NOTED 05/15/2008 08.351 PROF 5018 • • ••• • • • ••• • •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • ••• • • • • •.• • •• • • • • MI _ • • •• •• • • •• • • e • • • • • • • • • • • • • • • • • • • • • ••• ••• ••• ••• • •• • • • •• ••• •• • • • • • • . •• • • • • • ••• •• • T A 8 L E 2 MINIMUM STORM PANE. SEPARATION RIOM GLASS POSITIVE DESIGN L LOAD (WI 0 (P.S.F.) ( ACTUAL SPAN (L1 (FT - IN) COLUMN 1 COLUMN 2 MIN. SEP. FOR ALL INSTALLATIONS LESS THAN 30' ABOVE GRADE (INCHES) MIN. SEP. FOR ALL INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) on 8 -8 3 2 -1/4 10 -6 5 3 -3/8 910 8 -8 3 2 -1/2 9 -10 5 3 -1/4 60.0 8 -8 3 2 -3/4 9 -5 5 3 -1/4 700 4 -0 3 1 -1/2 8 -8 3 9 -0 5 3 -1/4 MD 4 -0 3 1 -1/2 8 -4 3 3 4 -0 3 1 -1/2 7 -9 3 2 -3/4 100.0 4 -0 3 1 -1/2 7 -3 3 2 -1/2 I10.0 4 -0 3 1 -1/2 6 -9 3 2 -3/8 1TA 3 -0 3 1 -1/2 6 -4 3 2 -1/4 0.050" ALUMINUM STORM PAN TABLE 1 N01ES` 7. DETERMINE BOTH THE POSITIVE AND THE NEGATIVE WIND LOADS. CHECK THEIR RESPECTIVE SPANS AND USE THE LESSER SPAN VALUE OF THE TWO. 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES USE 80 USED TO DETERMINEIALLOWABLE SPANS. TASE261OTE 1. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. STORM SHUTTER SEPARATION FROM GLASS. A B MAX ALLOWABLE STORM PANEL SPAN SCHEDULE POSITIVE OR NEGATIVE DESIGN LOAD IP.5.12.) SPAN FOR NEG.PAN FOR PO5 PRESSURE PRESSURE (FT - IN) (PT - IN) 40.0 12' -0" 10' -4" 45.0 11' -3" 10. -1" 50.0 10' -8" 9' -9" 55.0 10' -2" 60.0 62.0 9'_1" 65.0 B' -71" 70.0 T-0" W -7" 72.0 8' -11" 75.0 80.0 90.0 100.0 110.0 120.0 5'-0" 130.0 140.0 150.0 4' -4" 4' -0° PRODUCT RENEWED �amNY+OB with the Florida Baittkan Dade �7IDwe No 0- 0424.04. Date lP"J7 f. n/4 Division BY Cannot PRODUCT REWSEO es complying isith thisflorido Dalaing Code ARep080 ®NOo- _oll' •e5" • Date fWA% 89h1mi Dtv)Nm !o F U Ie CO Eli dr 1 1 A B 1 0. V.d KnezeNoh . 05/15/2008 Pell a. 08451 PAGE 8af8 Jul 07 2011 1:41PM USRINSURRNCENETCORP 786 -293 -3869 p.1 ACORD CERTIFICATE OF LIABILITY INSURANCE DATEUIN YY) 07/07/201/201 1 PoLlDV NUMMI! Poll& IMIPlC TIVl DATNIMMIDDIYYI PRabLIDER USA INSURANOENET PO BOX MIAMI, FL 786- 293 -36:37 CORP 770158 33177 THIS CERTIFICATE 1$ ISSUED AS A MATTER OF INFORMATION ONLY ANC CONFERS NO RIGHTS UPON TITS CORTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIL S INSURIO .8 PRODUCTIONS, 13015 OPA TORMWISE SOUTH FLORIDA INC , STORMWISE INC, NW 45 AVE LOCKA, FL 33054 INSURER At HERMITAGE INS. CO. 01113/2012 IN.uReNs: SUA INSURANCE COMPANY S 1,000,000 5 100 000 INSURERS: FREMf6E6 El ae RENTED neel INauRgRO: CLAIMS MADE i© OGOLIR INEURERE! 6 5 000 THE POLICIE OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUI ENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAI THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES, AG RELATE LIMITS SHOWN MAY NAVE BEEN REDUCED BY PAID CLAIMS. lLC N6Rb Ty.. elkilNaURANCY PoLlDV NUMMI! Poll& IMIPlC TIVl DATNIMMIDDIYYI POLICY EYPIRA,TION DAM IN 1ID[UYY1 UNITS A SINE' L. LIABILITY • MMERCIAL GENERAL LIABILITY 3451437 01/13/2011 01113/2012 EACH OCCURRENCE S 1,000,000 5 100 000 X FREMf6E6 El ae RENTED neel CLAIMS MADE i© OGOLIR MED VPIAny m.pmonl 6 5 000 GGE -7N'L- 7!1 PERSONAL &ACVINJURV S 1,000,000 GENE RALAQgREOATE 6 2.000,000 S 1,000,000 OGRE/ATE LIMIT APPLIE6PERI I P'LICY n J T 7 LOC PRODUCTS - CAMP/OP AOC AUTO YIUAO LIABILITY OWNED AVM; 8 - HDULEDAUTCIB H - • AUTOa N -N -OWNED AUTOS fCOMBIINNEDSINGLELIMY 6 BODILY INJURY (Per Fawn) 6 EODILYINJURY (Pvaocldint) 6 PROPERTY DAMAGE (PereledaalO S DAR ELIAEILIT1 Y AUTO • AUTO ONLY • EAACCI DENT 6 R OTHER THAN EAAa° 6 AUTO ONLY: AGO S MC ... MSRELLA BJUW • CUR CLAIMS MADE . EACH OCCURRENCE _ 5 AoOREGAT! 6 CTIBLE 5 4 R;T.N,IQN — S B WDRIOIRO..- NPEN;ATICNAND EhipLDY - - : LABILITY ANY PRO - - , OR•PARTNEN/GX6CUTIVI OFFICENJM- DER EXCLUDED? If ea, 6• - Mir -�. ` I p EIC N86elow Ia A U1030503 08/19/2010 08/19/2011 _ �y� t ( I-Wa g a I X I J 1 E.L. EACH ACCIDENT 6 1,000,000 !.L CREME - EAEMPLOYEE S 1,000,000 El. CI;EASE' POLICY LIMIT 6 1,000.000 OTHER , • DI3WRNITIONOP - ; RATIONSILOCATIOMBIVE, NICLES/ EXCLWEBORBADOEDEYENDOR SEMENTISPIOIALPROVI ;IONS MANAUFA RERAND INSTALLER OF STORM SHUTTERS PROTECTION ONLY 13015 NW4•AVE OPA LOCKA, FL 33054 CAMILO D LICENSE 60001511342 nal 1 ATION AAA6N 4 Pd 10050 INIAMI FX: f /Ann, ��ll L•� 1 J, IAM I SHORES VILLAGE NE 2ND AVE SHORES, FL 33138 305-758-5972 ins% ENDULD ANY OP THE MOVE DIIDNIIID POIJOW Sit OAN:ILLID WORM T141 EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDHAVER TO MAR . 30 DAYS WRITTEN NOTIGe TD THE CHYnrICATE NOLDAK NAB TO TRH LSPT, OUT PApdB IRK TO DO ■O MALL Iljpeaa NO egLleMloN oR L14SIILITY or MW HIND UPON THE INSUREN, Ya AGENTS OR RIPNIIINTATMI. A1ITHOR1220 REPREn!NTATIVB J ` , i�'1_ah"J}�/ ®ACORD CORPORATION 1988 PDF created with FlnePrint pdfFactory trial version htto: /fwww.fineorint.com 3TORMISE SOWN FLORI EH.t. )IA t CAM L 0 13015 F4$4 07,5 AVE LWA L(1CKA FL 33054 • LtfaZtd., 04,4A444A001146 to01140f§t' 0 MFF (mien awn nu uloT ronwAno T OR ,I141. SE PR WCT x (111 1 NC cAii11.0 JTAt r#ES 130.15 uw lb AVE MIAMI Et. 3305-1 AG, STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL CONSTRUCTION INDUSTRY LICENSING BOARD 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 DIAZ, C'AMILO STORMWI SE SOUTH FLORIDA INC 801 BRICKELL KEY BLVD APARTMENT 2608 MIAbq FL 33131 Congratultions! With this license yokibecome one of the nearly one rniiiion Floridians licensed b the Department of Business and Professional liodulation. Our professionals and businesses range from architects in yacht brokers, in boxers 10 barbegue reslettants, and Ihey keep Hot ida's economy strong Every day we work tro improve the way we do business in order to se VP better. For Information about our services, please log onto www.myflorittaliconse.com. There you can find more information about ntir divisions and he regulations that impact You, subscribe to department newsletters and learn more aholti llr Department's. initiatives. Our mission at the Department is: Licrmse Efficiently, RewooleTal/ly Vo constantly strivel0 serve you better so that you can sery e. your r-oFFOOttler43 lhank you for doing business irt Florida. and congratulations. on volir new license! r.'01,, •',1 -A Ur-■ L, on! J. T S CRET T. FIE!) •111,1r,' rti•+;:13,1;lior21.5F%`",, REGULATION (8501 S A TE OU El naltiA DEPARTMENT Ofr '-:F4r PROFESSIONAL (*CCP:111342 487 - I.3Q5 PUSINESS AND REGULATE on 07/0200 J. 00007220 CF,RTIFTED GENERAL CONTRACTOR. DIAZ , CAMIL0 STORNVII SF SOUTH tr LORI. DA NC DETACI I HERE STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD LICENSE NBR 07/ 010 100007 8 02_022 CGC1511342,_ ______ _______ The GENERAL CONTRACTOR Named beiow IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2012 DIAZ, CAMILO STORMWISE SOUTH FLORIPA INC 801 BRICKELL KEY BLVD APARTMENT 2608 MIAMI ' CHARLIE CRIST GOVERNOR EL 33131, AS1;1- 01_111-;f:O 1( FAVV 13EWL10070200.00s CHARLIE JA EN INTEPTM SP1t1MTAR7 JEFF ATWATEr 02 -04 -2011 ctIIEF- FINANCIAL OFFICER DEPARTMENT OF FINANCIAL A SERVICES DIVISION OF WORKERS' COMPENSATION a(- * 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 lave. EFFECTIVE DATE: PERSON: 02/04/2011 EXPIRATION DATE: 02/03/2013 DIAZ CAMILO FEIN: 204037493 BUSINESS NAME AND ADDRESS: STORMWISE SOUTH FLORIDA .INC 13015 NW 45TH AVE OPA LOCKA FL 33054 -4303 SCOPES OF BUSINESS OR TRADE: 1- HURRICANE PROTECTION /STRAPPING 2- INSTALLATION SERVICES IMe011TANT: Pursuant In Chnpler 440. (15(14) F.S., nn Mike! 1)l n r, r serlino may nnl recover bevel 1)s no compensalinn nnder This ebapinr. Noonan' who hnplet 441u- 15(12E r.s., cer(ilicn lns ul oloelinn in he exrmrl.. apply srnpn 1)1 Ihr business ,r trade Inn, a Heels Ix mginn from (his chapter lr lining a crrliftr:alr 1)l rlrrrinn under i1 Iliu nn the notice of elnelron In bn exam 1. Pnrsnnnl In I:ha Ilex 440.110113), F..S., Notices tor elrrtiuo In ho elerllnn In be comp' shall hp snhjnd In revocation II, al an I (ply only vailhin Ihr errlifItain nn longer meets the tenon-mom!: of this section Ito i.ssnancePn111ar rlerli(1ir.n(n Ihrlhr notice dep lrlman! sharilrrrnvnkrrla r.rrlilicnle 1)l nny rxragrl and rrn1 ho p 1)l named nn Ihn crrtrrlr.ale In meal. h, crrlllicnln, the ono son mm�rd err Ihr nnlirr of e the requirements 1)1 ibis spell on. limn Inr laihnn 1)l Ihr person [MC - -2512 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01 -1 i 0111S1 IONS? (1450) 413 16011 STATE or FLORIDA OEPARI MENT OF FINANCIAL SERVICES DIVISION OF WORI(ERS' COMPENSATION CONSTRUCTION TOCFRIF CTE 0F ECIN TO, NE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW EFFECTIVE: 02/04/201 1 PERSON: CAMILO DIAZ FEIN: 204037493 BUSINESS NAME AND ADDRESS: .STORMWISE SOIIT11 rtonlon INC 13015 t1W 40111 AVE Ol'A I.00KA, r1. 331)04 -43n3 PLEASE CUT OUT THE CARD BELOW s EXPIRATION DATE 02/03/2013 SCOPE OF BUSINESS OR TIRADE: - III1nnICANF PROIrcZION /SIRArruNG 7- INS TALI AI11)1 :FIIVICFS AND RETAIN FOR FUTURE REFERENCE F IMPORTANT O Pursuant to Chapter 440.05(14), r.S., an officer of a r.orpnraliun who eIoc(S exemption from this chapter by Iiling a cerlilMole 1)1 election under this section may riot recover beim Ills of compensation under this D chapler. H Pursuant to Chapter 440.051171, r.5.. CertifMales of eleclinn In he exempt-.. apply only within the scope of the business or bade listed on E the notice of election to be exempt R E Pursuant to Chapter 140.05)13), F.S., Notices of eleraion to he exempt and r.er lifirales of election In be exempt shall he subject In revnr:anon if, al any time after the filing of the notice or the issuance of the ceriilirale, the person named on the notice or cetlilir ;a(e no longer meets the requirements of This section Inr issuance 01 a co;(ilk: nip. The department shall revoke a cps lilMate at any linen or failure of the person named (1n IIIe. cerli icalt) to meet the requirements (11 this section. I)IIFSI IONS? (850) 4 13- 16119 CUT HERE * Carry bottom portion or the job, keep upper portion for your records- WC -257. CERTIFICATE OF ELECTION TO BE EXEMPT nr»I :.i PRODUCER USA INSURANCENET CORP PO (30X 770158 MIAMI, a. 33177 CERTIFICATE OF LIABILITY INSURANCE 786-293-3537 _ . INSURED STORMWISE SOUTH FLORIDA INC , STORMWISE PRODUCTIONS, INC, 13015 NW 46 AVE OPA LOCKA, FL 33054 COVERAGES THIS CERTIFICATE IS ISSUED AS A ONLY AND CONFERS NO RIGHTS HOLDER. THIS CERTIFICATE Dols ALTER THE COVERAGE AFFORDED INSURERS AFFORDING COVERAGE INSURER A: I IERMITAGE INS. CO. IIISIjP.ESB- SUA INSURANCE COMPANY INSURER C- INSURER 0: II ISURER E: DA1F 11BNIIIM/YYTYI 02/03/2011 MATTER OF INrORMATION UPON —1-1E CERTIFICATE NOT ANIRNI.), rx-r-rnin OR 13Y TIIE POLICIES BELOW. NAIL HE POI-ICIS OF INSURANC LISTED BPI OW I IAVE REEK ISSUED TO TIIE im.son Et) NAMED ABOVE ron 11 IF, POLICY PERIOD wnICAlri). Nul WI 1 I MI AN' /NG • ANY REOUIRFMNT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT wIL RESPECT TO wl lIci i FIIIS CFR irrA rE MAY OF iss1nm ort MAY PERTAIN, THE INSURANCE AFFORDED BY TILE POLICIES DESCRIBED 1IEoIM 5 SUBJECT TO ALI t I IF 1 ERM5, EXCI USIONS AND CONDI 1 IONS or 51.11:11 iNsn AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. P_E_QUNILVBAILP POLICY NUMBER FFILioV GENERAL LIABILITY PAILDY.11V11141/YY.1_ _DATE P.i.INIMELLTYJ _ A X COMMFRrIAL GENERAL ITARILITY I CLAIMS MADE Lx-i OCCUR GELN_ AGGREGATE LIMITAPPLIES PER: X LOLICY litRdi LOC A UT OMOBILF. LIABILITY ANY AUTO API. OWNED AMOS SCIIEDULEO AUTOS 1 11RE1j nuros Now-ovviqED AUTOS OARAOR LIABILITY ANY AUTO EXCBSSKINIEDIRLt A LIAM! ITY - ) 1.1C1:11R I CLAIMS MADE l'Ir AR:III:IL [ E _. RE I ENIION $ WORK ERR enNIL'ENE ANON AND RIYIP _DY5175'1.1ABILItY AIIY rriGL'PLETOR/PARINMEXCLUIVE OrrICEFINIPMI-Mil rXOLUDPI)? /1 yes, riettlihr, 'n•wier srqctAL rriovisioNs below' 0 DIED 3451437 A111030503 01/13/2011 0)3/19/2010 01/13/20-12 08/19/2011 DR.-fire-1-1.1;110N OS orli1(71110145111.13CATIONS ilTRTIID-1;11/ ETK-17711-11.A7,11R1) ENDORSEMENT /11PRCIAL DROVISION MANAUFACTUREA AND INSTALLER Ur- f3TC'10vi !11UTTERS PROlECT ION ONLY 13015 NW 45 AVE: OPA LOCICA, FL 33(154 CAMILO DIAZ LICENSE 11C0C151134; CERTIFICATE HOLDER ACORD BLANK CERTIFICATE HOLDER BLANK CERTIFICATE HOLDER • 01108) Amiwal6L - PDF created with FinePrint pdfFactory 1: (g-sion hltp://www.fineprint.coin • CA NCELLATION LIMITIT EAPI 1 ocr:upritIr !CF. $ LiALAAor LH flPf If pp PREMISES (Ee rmorrencn) $ ME EX r (Arty onc $ ERSOPIAL &AIN It DORY $ GENERAL AGGREGA I-RODUG IS • 1:0MI7DP AGO $ comnlmo) 01,101 1110'1 (Rs scsid,110 1101(11Y ITT! 15y (Pet pm-solo porn! y irt lyny rIssirEs11) 1117111-ERTY DAMADr (Nu' aeniripnl) AUTO Orly - EA ACCII15111 EA Ace OWED "111.AFI A1110 9NI AGO EAU! I ()( T:1/1)1.1E111:E AGGREGATE toRy LIMI 15 X fi10.1.- wr, A I L Fncr E.L. DISEASE - Fn EMPLoYEr E.L. DISEASE - L'ULICY LIMIT 3 $ $ 1,000,000 100,000 5,000 1,000,00(3 2,000,000 1,000,000 1,nor),()(10 1,0)0,000 1,000,000 SI101.11.11 ANY OF TIIE AF101/5 DEscRIBER 1,01101E5 HP DANDFIT 51) nErour 71I5 Fxrinn/1011 DA TR 71IFREOS, PIE 155(1117D INSURER WSJ. ENDRAVD11 70117/(11 30 rum WITH I 1511 710711.5 70 711E cnn rirtrn 151100,50 NAIBRD 177 TICS 1 pr p Pop rnit 1155 . to no so 511/A1 I SBROSE 170 ORLIDATION DR LIABILITY or ANY KIND UPON 711E mssynrn, 115 norm tn on REDRESENTAIIVES. A13711011I7ED DEPRESEN TA IIVR. ACORD corwonn loN 9-/-18 - • • • • • • • • • • • • •• 4 • • • • • • • • • •• • • • • • •• • • •• • • • •••• •••• • • • • •• 2007 FLORIDA BUILDING CODE & ASCE 7 -05 DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES MEAN ROOF DESIGN PRESSURES (PSF) - ZONE 4. TRIBUTARY AREA (S0. FT.) HEIGHT 10 15 20 25 30 35 40 45 50 (0-15 FT. -50.4 -49.2 -48.3 -47.6 -47.1 -45.6 -46.2 -45.9 -45.6 ` +46.5 +45.2 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 16 FT. -51.1 -49.8 -49.0 -48.3 -47.7 -47.3 -46.8 -46.5 -45.2 +47.1 +47.1 +45.9 +45.0 +44.3 +43.7 +43.3 +42.9 +42.5 +42.2 18 FT. -52.4 -51.1 -50.2 -49.5 -48.9 -48.4 -48.0 -47.7 -47.3 +48.3 +48.3 +47.0 +46.1 +45.4 +44.8 +44.3 +43.9 +43.6 +43.2 20 FT. -53.5 -52.2 -51.3 -50.6 -50.0 -49.5 -49.3 -48.7 -48.4 +49.4 +49.4 +48.1 +47.1 +46.4 +45.8 +45.3 +44.9 +44.5 +44.2 22 FT. -54.6 -53.3 -52.4 -51.6 -51.0 -50.5 -50.1 -49.7 -49.4 +50.4 +50.4 +49.0 +48.1 +47.4 +46.8 +46.3 +45.8 +45.4 +45.1 24 FT. -55.6 -54.3 -53.3 -52.6 -52.0 -51.5 -51.0 -50.6 -50.3 +51.3 +51.3 +49.9 +49.0 +48.2 +47.6 +47.1 +46.7 +46.3 +45.9 26 FT. -56.6 -55.2 -54.2 -53.5 -52.9 -52.3 -51.9 -51.5 -51.1 +52.2 +52.2 +50.8 +49.8 +49.1 +48.4 +47.9 +47.5 +47.1 +46.7 28 FT. -57.5 -56.1 -55.1 -54.3 -53.7 -53.2 -52.7 -52.3 -51.9 +53.0 +53.0 +51.6 +50.6 +49.6 +49.2 +48.7 +48.2 +47.8 +47.4 30 FT. -58.9 -58.3 -56.9 -56.1 -54.5 -53.9 -53.5 -53.1 -52.7 +53.8 +53.8 +52.3 +51.3 +50.6 +49.9 +49.4 +48.9 +48.5 +48.1 32 FT. -59.1 -57.7 -56.7 -55.9 -55.2 -54.7 -54.2 -53.8 -53.4 +54.5 +54.5 +53.1 +52.8 +51.3 +50.8 +50.1 +49.6 +49.2 +48.8 34 FT. -59.9 -58.4 -57.4 -56.6 -55.8 -55.4 -54.9 -54.5 -54.1 +55.2 +55.2 +53.7 +52.7 +51.9 +51.3 +50.7 +50.2 +49.8 +49.4 36 FT. -60.6 -59.1 -58.1 -57.3 -56.6 -56.1 -55.6 -55.1 -54.8 +55.9 +55.9 +54.4 +53.3 +52.8 +51.9 +51.3 +50.8 +50.4 +50.0 38 FT. -60.6 -59.1 -58.1 -57.3 -56.6 -56.1 -55.6 -55.1 -54.8 +56.5 +56.5 +55.0 +54.0 +53.1 +52.5 +51.9 +51.4 +51.0 +50.6 40 FT. -62.0 -60.5 -59.4 -58.8 -57.9 -57.3 -56.8 -56.4 -56.0 +57.1 +57.1 +55.8 +54.5 +53.7 +53.0 +525 +52.0 +51.5 +51.1 42 FT. -62.8 -61.1 -60.0 -59.2 -58.5 -57.9 -57.4 -57.0 -56.6 +57.7 +57.7 +56.2 +55.1 +54.3 +53.6 +53.0 +52.5 +52.1 +51.7 44 FT. -63.2 -61.7 -60.6 -59.7 -59.1 -58.5 -58.0 -57.6 -57.1 +58.3 +58.3 +56.7 +55.7 +54.8 +54.1 +53.5 +53.0 +52.6 +52.2 46 FT. -63.8 -62.3 -61.2 -60.3 -59.6 -59.0 -58.5 -58.1 -57.7 +58.8 +58.8 +57.3 +56.2 +55.3 +54.6 +54.0 +53.5 +53.1 +52.7 48 FT. -64.4 -62.8 -61.7 -60.8 -60.1 -59.6 -59.0 -58.6 -58.2 +59.4 +59.4 +57.8 +56.7 +55.8 +55.1 +54.5 +54.0 +53.6 +53.1 50 FT. -64.9 -63.4 -62.2 -61.4 -60.7 -60.1 -59.5 -59.1 -58.7 +59.9 +59.9 +58.3 +57.2 +56.3 +55.6 +55.0 +54.5 +54.0 +53.6 52 FT. -65.5 -63.9 -62.8 -61.9 -61.2 -60.8 -60.0 -59.6 -59.2 +60.4 +60.4 +58.8 +57.8 +56.8 +56.1 +55.4 +54.9 +54.5 +54.0 54 Ft -66.0 -64.4 -63.3 -62.4 -61.7 -61.0 -60.5 -60.1 -59.6 • • • +60.8 +59.2 +58.1 +57.2 +56.5 +56.1 +55.9 +54.9 +54.5 • 53 F1; -66.5 -64.9 -63.7 -62.9 -62.1 -61.5 -61.0 -60.5 -60.1 +61.3 +61.3 +59.7 +58.5 +57.7 +56.9 +56.3 +55.8 +55.3 +54.9 • SO• vi -67.5 +62.2 -65.8 +60.8 -64.7 +59.4 -63.8 +58.5 -63.0 +57.8 -62.4 +57.1 -61.9 +56.5 -61.4 +56.1 -61.0 +55.7 i • •• • • 3 INTERIOR ZONE 5 PRESSURES MEAN ROOF HEIGHT DESIGN PRESSURES (PSF) - ZONE 5. TRIBUTARY AREA (SQ. FT.) 10 15 20 25 30 35 40 45 50 �0-15 FT. -62.2 -59.8 -58.0 -56.7 -55.6 -54.8 -53.8 -53.1 -52.5 +46.5 +452 +44.4 +43.7 +43 1 +42.7 +42.3 +41.9 +414 16 Ft -62.1 -60.6 -58.8 -57.5 -56.3 -55.4 -54.6 -53.9 -53.2 +47.1 +45.9 +45.0 +44.3 +43.7 +43.3 +42.9 +42.5 +42.2 18 FT. -64.6 -62.1 -60.3 -58.9 -57.8 -56.8 -55.9 -55.2 -54.5 +48.3 +47.0 +46.1 +45.4 +44.8 +44.3 +43.9 +43.6 +43.2 20 FT. -65.1 -63.5 -61.5 -60.2 -59.0 -58.1 -57.2 -56.4 -55.8 +49.4 +48.1 +47.1 +46.4 +45.8 +45.3 +44.9 +44.5 +44.2 22 FT. -67.4 -64.8 -62.9 -61.4 -60.2 -59.2 -58.4 -57.6 -56.9 +50.4 +49.0 +48.1 +47.4 +46.8 +46.3 +45.8 +45.4 +45.1 24 FT. -66.7 -65.0 -64.1 -62.6 -61.4 -60.3 -59.4 -58.7 -58.0 +51.3 +49.9 +49.0 +48.2 +47.6 +47.1 +46.7 +46.3 +45.9 26 FT. -69.8 -67.1 -65.1 -63.6 -62.4 -61.4 -60.4 -59.6 -58.9 +52.2 +50.8 +49.8 +49.1 +48.4 +47.9 +47.5 +47.1 +48.7 28 FT. -70.9 -68.2 -66.2 -64.6 -63.4 -62.3 -61.4 -60.8 -59.9 +53.0 +51.6 +50.6 +49.6 +49.2 +48.7 +48.2 +47.8 +47.4 30 FT. -72.0 -69.2 -67.1 -65.6 -64.3 -63.2 -62.3 -61.5 -60.7 +53.8 +52.3 +51.3 +50.6 +49.9 +49.4 +48.9 +48.5 +48.1 32 FT. -73.0 -70.1 -68.1 -66.5 -65.2 -64.1 -63.1 -62.3 -61.6 +54.5 +53.1 +52.8 +51.3 +50.8 +50.1 +49.6 +49.2 +48.8 34 FT. -73.8 -71.0 -68.9 -67.3 -66.0 -64.9 -64.0 -63.1 -62.4 +55.2 +53.7 +52.7 +51.9 +51.3 +50.7 +50.2 +49.8 +49.4 36 FT. -74.8 -71.9 -69.8 -68.1 -66.8 -65.7 -64.7 -63.9 -63.1 +55.9 +54.4 +53.3 +52.8 +51.9 +5:.3 +50.8 +50.4 +50.0 38 FT. -75.7 -72.7 -70.6 -68.9 -67.6 -65.5 -65.5 -64.6 -63.8 +56.5 +55.0 +54.0 +53.1 +52.5 +51.9 +51.4 +51.0 +50.6 40 FT. -76.5 -73.5 -71.3 -69.7 -6 8.3 -67.2 -66.2 -65.3 -64.5 +57.1 +55.8 +54.5 +53.7 +53.0 +52.5 +52.0 +51.5 +51.1 42 FT. -77.3 -74.2 -72.1 -70.4 -69.0 -67.9 -66.9 -66.0 -65.2 +57.7 +56.2 +55.1 +54.3 +53.6 +53.0 +52.5 +52.1 +51.7 44 FT. -78.0 -75.0 -72.8 -71.1 -69.7 -65.5 -67.5 -66.5 -65.8 +58.3 +56.7 +55.7 +54.8 +54.1 +53.5 +53.0 +52.6 +52.2 46 FT -78.8 -75.7 -73.5 -71.8 -70.4 -69.2 -68.2 -67.3 -66.5 +58.8 +57.3 +56.2 +55.3 +54.6 +54.0 +53.5 +53.1 +52.7 48 FT. -79.5 -76.3 -74.1 -72.4 -71.0 -69.8 -68.8 -67.9 -67.1 +59.4 +57.8 +56.7 +55.8 +55.1 +54.5 +54.0 +53.6 +53.1 50 FT. -80.2 -77.0 -74.8 -73.0 -71.6 -70.4 -69.4 -68.5 -67.6 +59.9 +58.3 +57.2 +56.3 +55.6 +:5.0 +54.5 +54.0 +53.6 52 FT. -80.8 -77.6 -75.4 -73.6 -72.2 -7'.0 -69.8 -69.0 -58.2 +60.4 +58.8 +57.8 +56.8 +56.1 +5'i.4 +54.9 +54.5 +54.0 54 FT. -81.5 -78.3 -76.0 -74.2 -72.6 -71.6 -70.5 -69.6 -68.7 +80.8 +59.2 +58.1 +57.2 +56.5 +56.1 +55.9 +54.9 +54.5 56 FT. -82.1 -78.9 -76.5 -74.8 -73.3 -7.1 -71.0 -70.5 -69.3 +61.3 +59.7 +58.5 +57.7 +56.9 +56.3 +55.8 +55.3 +54.9 60 FT. -83.3 -80.0 -77.7 -75.9 -74.4 -73.2 -72.1 -71.1 -70.3 +62.2 +60.8 +59.4 +58.5 +57.8 +57.1 +56.5 +56.1 +55.7 WIND VELOCITY = 146 MPH EXPOSURE 'C' MRH = 0 -60' BASED ON Kd = 0.85 SEE TABLE NOTES INSTRUC11ONS FOR TABLE USE FOR ALT Kd. 1. TABLE ARE INTENDED TO DEPICTED 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. FOR SITUATIONS THAT REQUIRE Kd = 1.0, TABLE VALUES ARE UNDER - DESIGNED BY A FACTOR OF 1.18, VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 3. USE OF TABLES VAUD ONLY FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT. 4. TABLES VAUD FOR ALL ROOF SLOPES, REDUCTIONS FOR ROOF SLOPES LESS THAN 30' SHALL BE PERFORMED BY AN ENGNEER AS A SITE SPECIFIC CONDITION. 5. IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT, IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED, USE THE PEAK ROOF HEIGHT. 6. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE ASSUMPTION. 7. CALCULATE THE TRIBUTARY AREA OF THE OPENING IN QUESTION ( HEGHT • WIDTH) OR THE SPAN LENGTH (HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE -THIRD THE SPAN LENGTH HEIGHT 2/3), USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY - THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. lc THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENflFlED, THE MOST CRITICAL (1C SQUARE FEET) SHALL BE USED, ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE, FOR LARGER TRIBUTARY AREAS THAN PUBUSHED, USE THE LARGEST PUBLISHED VALUE. & IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OILERS, ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE 9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY 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 EMILIO CASTRO, 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 USTED HEREIN SHALL BE DICTATED VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER, NO WARRANTY FOR APPUCABIUTY 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 NTH GOVERNING. ODES 4. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR A CATEGORY II (GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION) USNG AN IMPORTANCE FACTOR 1 =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 (DIRECTIONAUTY FACTOR) WITH LOCAL BUILDING DEPARTMENT, HVHZ = HIGHT VELOCITY HURRICAINE ZONE, TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 5. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. 6. NO CERTIFICATION IS OFFERED OR 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 (lm), USE ZONE 5 IF AT ALL IN QUESTION, CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ELEVATION WALL ZONE FIGURES PEAK ROOF HEIGHT MEAN ROOF HEIGHT EAVE ROOF HEIGHT • • :-:Emilio Castro' • •••• • •• • Engineer • Civil # 41592 E.C. & ASSOCIATES Consulting Engineers EB 06576 14811 S.W. 9th Lane Miami, Florida 33194 Phone 305 - 480 -7884 Fax: 305 -480 -7886 E mall EDCASIROI48I1eCOMCASCNET 2007 FLORIDA BUILDING CODE. ASCE 7 -05, MRH - 0 - 60 FT. DESIGN LOADS FOR COMPONENTS & CLADDING. No. Revision /Issue Page Description Plot Date: 1