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WS-10-1345
Scheduled Inspection Date: September 28, 2010 Inspector: Bruhn, Norman Owner: VIRTUE, JASON Job Address: 800 NE 98 Street Project: <NONE> Contractor: FERGOSA INC Building Department Comments September 27, 2010 Miami Shores, FL Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 150545 Permit Number: WS -7 -10 -1345 For Inspections please call: (305)762 -4949 Permit Type: Windows /Shutters Inspection Type: Shutter Final Work Classification: Shutters Phone Number (786)202 -9698 Parcel Number 1132060142570 Phone: (305)823 -2073 INSTALL SHUTTERS ON 3 OPENINGS Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 149289. Page 8 of 22 Email 3 U0 BUILDING PERMIT APPLI+CATIO3 FBC 20 Permit Type: BUILDING ROOF. Contact Phone 3O = 9 3,3 - c� Architect/Engineer's Name (if applicable) - U Value of Work For this Permit $ Li 00 Type of Work []Addition [JAlteration Describe Work M r► . °~" le _ lA' C4? OD PE E- '1 Pe3'IIlit No.( N I f `� Master Permit No (Owner's Name (Fee Simple Titleholder) € Cly phone # .: (N :lax - (40 Z Owner's Address SDCWE \ City tr ' �� state : ` zip .3 � 0 Tenant/Lessee Najne Mf \ Phone, # _ :;; Job: Address (where the work isheing done) City Miami SShoresVillage County Miami -Dade. Zip , 3) FOLIO / PARCEL # Is Building :Historically'* *agitated YES NO Flood Zone Contractor's Company Name ,t' kiSe. - Y r\ C .: Phone # 3or �� 02 Contractor's Address ��,. t - � V . 31-4 cit R AJ e I t �7 !?� state . FL �; .t . j 1 O �% - L Qualifier Name •4� Phone #"�1 4�t • ,r ‘• State: Certificate or .Registration No Certificate of Competency No • Phone # IEWIRRYIE 2 Square./ Linear Footage Of Work; New 0 Repair/Replace Q Demolition L _ �# ►1..L_ **16************************** *** tSR' * Rf.** Yr7Viki} 9n1" IP7kiYYf9t*'ktL•3r**A'%Y7Y9N*'Y ' 44cdP*t7d1kW*** A ** X* Submittal Fee $ Permit Fee $ ",--- CCF CO /CC $ Notary $ Training/Education Fee $ Technology Fee $ Scan ling $ Radon $ DPBR $ Bond $ Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ 44-• See Reverse side -a Miami Shores Village Building Department 10050 N E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 79522204 Fax (305) 756 8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Signature.:_ w1� Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to . the issuance of a permit and that all work will be . performed to meet the standards of all laws regulating construction in this jurisdiction, I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC,..,. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning,' "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT . WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant; As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection :which occurs seven (7) days after the building permit is issued. In .absence of such posted notice the inspection will not be approved and .a reinspection fee will be charged. Signature Owner or.Agent 'ti► Contractor V `` � _ The foregoing instrument. was acknowledged before nie this I . The foregoing instrument was acknowledged before me this 74' day of . 5 e4 4- , 20 , by a 5 b - 11U e, day of . si , 20 di, by 07700 l - r,R111 !1 C who is personally known to 'me or who has produced: who is personally known to me or who has produced As identification and who did take an oath:. as identification and, who did take an oath. NOTARY PUBLIC: Sign: . Print: _ ed " /7LC My Commission Expires: APPROVED BY G79t (Revised 07 /1:0/07)(Revised 06 /10/2009) ILEANA ORIHUELA MY COMMISSION # DD 948512 EXPIRES: December 23, 2013 •` Bonded Thru Notary Public Underwriters Plans Examiner Engineer NOTARY PUBLIC: Sign: Print: Zip My Commissi Expi � `` vo��y; orge A. Guerren r ,: =cOMssroN #ritho6973 'lv 11 ;�:1 iP1RES: 21, 2011 *71.0* V#i7�4`A *** r �r� * ,tar *3r * *� * * * * *. * *� *�'�,r *�e* Zoning Clerk checked Miami Shores Village APPROVED BY DATE ZONING DEPT BLDG DEPT SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COI INTY RULES AND REGU , 14. •••• • • 000000 • • • oo•••• •o••o• • • • • • • •i •• •o•••o • • • • • ••••o • • • ••••• 00000 • • • • 11•••• • •0•• ••oo• • • • • • •• • • •••• •o••o • •••• • • • • • •o••o• •• •• • • •oo••• o • • •• 000 *** ••*••• • •• • • • • Entry Door no 1-41-87 NOA 06-0503.04 Jason Virtue Residence 800 NE 98 Street Miami Shores, FL 33138 MRH 125" MWH 90" Lervc ( 1. Revil 5-16x32 NOA 06-0503.04 116A1, NOA 07-0817.03 Gqs (O-13 • Garage no NOA 07-0817.03 3-36x80 2-32x43 NOA 06-0503.04 35' BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Florida Storm Panels, Inc. 14475 N.W. 26 Avenue Opa- Locka, Florida 33054 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.miamidade.aov 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 dig $ of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the•Anthority furisdiction (AHJ). • • • • •••••• • • •••••• Tfiis NOA shat not ee valid after the expiration date stated below. The Miami -Dade County Product Control • • Division (In Mi'an i tgde County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to .:... • have .produ2 •4t material tested for quality assurance purposes. If this product or material fails to perform in ••••• the accepted mai e,I, the manufacturer will incur the expense of such testing and the AHJ may immediately • ••• • • revokes modify, bi 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 • • mated fails to imeetatiit requirements of the applicable building code. •••••• • • • . .. • • This P:a4►uct is approved as described herein, and has been designed to comply with the High Velocity Hurricane • • • • Zone ago Florida Building Code. DESCRIPTION: 0.029" (min.) Galvanized Steel Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 02 -868 -111, titled " 22 ga Galvanized Steel Storm Panels ", sheets 1 through 4 of 4, prepared by Frank L. Bennardo, P.E., dated November 18, 2002, last revision dated January 02, 2003, signed and sealed by Frank L. Bennardo, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 02 1120.02 and consists of this page 1, evidence submitted page E -1 as well as approval document mentioned above. The submitted documentation was reviewed by Hehny A. Makar, P.E., M.S. NOA No. 07- 0817.03 Expiration Date: 01/23/2013 Approval Date: 11/01/2007 �� � 0J /2007 Page 1 • • 000000 • • ..•.•. • • Florida Storm Panels, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #02- 1120.02 A. DRAWINGS 1. Drawing No. 02 -868 -111, titled " 22 ga Galvanized Steel Storm Panels ", sheets 1 through 4 of 4, prepared by Frank L. Bennardo, P.E., dated November 18, 2002, last revision dated January 02, 2003, signed and sealed by Frank L. Bernardo, P.E. B. TESTS 1. Test report on: Uniform Static Air Pressure Test, Large Missile Impact Test and Cyclic Wind Pressure Test prepared by Construction Testing Corporation, Report No. 02 -041, dated November 18, 2002, signed and sealed by Yamil G. Kuri, P.E. "• • • 2. • Testreport on fastener by Construction Testing Corporation, Report No. 02 -007A, • •... • 'dated•May 06, 2002, signed and sealed by Yamil G. Kuri, P.E. • : 000 :3. t'e.st rIport on Wood Bushings by Construction Testing Corporation, Report No. 02- • V �zted October 07, 2002, signed and sealed by Yamil G. Kuri, P.E. • •• . 000000 • • . • • C. • • CAL ATIONS • 0 000• • • • 0.000 • • 0.00•• • ....:1. .E 'Galvanized Steel Storm Panels and Anchor Calculations, sheets 1 through 26 • • 426 dated November 18, 2002, prepared by Frank L. Bennardo, P.E., signed and •••• stAtdby Frank L. Bennardo, P.E. • ..• k. RncRor Calculations, 9 pages, dated November 18, 2002, prepared by Frank L. • • • •' . Bernardo, P.E., signed and sealed by Frank L Bennardo, P.E. •••• D. MATERIAL CERTJ] (CATIONS 1. Mill Certified Inspection Report. 2. Certified Tensile Test Report issued by Certified Testing Laboratory, Report Number 1098H, dated October 29, 2002, signed and sealed by Ramesh Patel, P.E. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. E -1 A . Makar, P.E., M.S. Product Control Examiner NOA No. 97-0817.03 Expiration Date: 01/23/2013 Approval Date: 11/01/2007 • • • - • • • •. ••• • •• ••••• • • • • • • • • • • • • • • • PRODUCT PAWING CPC4+CM OPTIMAL SAM 6 131' r 55. 51110 � g Ir- 6 1 I 1 .R j --1 1 � , F- TTP. MAX © STUDDED ANGLE 1375' �r7Gl5al.vANl D • 1 1315' �II 1312' 15181' -I ``1.781' I. ,SI'+I 7500' PANEL COVERAGE STORE PANEL 0.150• MIN GENERAL NOTES: 14.438' PANEL LENGTH 0125' TOP. L00 MUL 5.000' MAX. O BUILDCUT/CLOSUIE ANGLE 4 11418 51-UTTER SYSTEM 1445 BEEN DESIGNED AND TESTED 45 4 LARGE MISSILE IMPACT PROTECTIVE 5151E21 M ACCORDANCE WITH THE FLORIDA BUILDING CODE 2001 AND PROTOCOLS TAB 201 FOR LARGE MISSILE IMPACT. TA5 202 FOR UNIFORM STATIC A32 PRESSURE AND TA5 203 FOR CYCLIC WIND LOADING 2. NO 333 >E, INCREASE M ALLOWABLE STRESS 1145 BEEN USED IN THE DESIGN OF THE ANCHOR 521415140 TABLES. 3. POSITIVE AND NEGATIVE DESIGN PRESSURES TO BE USED WITH THESE DRALIN05 51-1ALL BE DETERMINED BY OT3ER5 ON A JOB - SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE W454 4405 1-98 18 USED TO CALCULATE PRESSURES FOR USE WITH 314I5 PRODUCT, THE U5E CE A DIRECTIONALITY FACTOR 14.8 WEB 15 ALLOWED. 4. THE 51-111TTER SYSTEM DETAILED HEREIN I5 GENERIC AND DOES NOT PROVIDE INFORMATION FORA SPECIFIC SITE. E SITE CONDITIONS DEVIATE FROM THE CONDITIONS DETAILED HEREIN, A LICEINBED ENGINEER OR REGISTERED 4R 4413507 5144LL PREPARE SITE SPECIFIC DOCUMENTS TO 35 USED IN CONJUNCTION WITH THIS DOCUMENT. 5. PERMIT HOLDER SHALL VERIFY THE 40656ACY CF THE EXISTING STRUCTURE TO WITHSTAND ADDITIONAL IMPOSED LOADS. 5. STORY PANELS SHALL BE 2254 STEEL (GALVANIZED THICKNESS 4•0279' MI1 CONFORMING TO A5T11 A653, STRUCTURAL QUALITY. GRADE 80. GEO GAL.0. COATING WRH A MW. F K51. ALL EXTRUSIONS 51-IALL BE 6063.36 ALUMINUM ALLOY. UNO. 1. PANELS SHALL BE PERMANENTLY LABELED WITH A MINIMIZE OF ONE MARKING PER PANEL AS FOLLOWS, FLORIDA STORM PANELS, INC OP4 -LOCICA FLORIDA MIAMI -DADE COUNTY PROD. CONTROL APPROVED 8. STORM PANELS HAVE BEEN DESIGNED AND TESTED TO 111E MAXIMUM SPANS AND LOADS SHOWN ON THESE DRAWINGS. REFERENCE CONSTRICTION TESTING CORPORATION (OTC), OF MIAMI, FL. TEST REPORT No. 02.041. 10. TOP • BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MIOUM'ED HORIZONTALLY (WERE APPL.ICABI F. EXCEPT FOR MOUNTING CONDITIONS INCLUDING Al' OR 'U' HEADERS IL ALL BOLTS 1 WA5HER5 511ALL BE ZINC COATED, GALVANIZED OR STAINLESS STEEL WITH A M1IN6t4P1 TENSILE 5TIENG134 OF 50 1(51. PROaICT MARIONE (LOCATION OPT...0 LOW r 1884 TYP (t . 02516• G STEEL. GRARA DE 50) Lam- Ito' 5000•MAK. 4 -PAN CLOSURE BUILD -OUT DISTANCE BESTING 0050$15. HOLLOW BLOCK OR wooD 5194,•45. 1 2.20 58. SIDEWALK OR MACHINE 001.1 WASHERED 43153161 24' 0O. TOP. 200' r•2262'.' 0062' r F 0.062' 0262• U 0.067• 181• - f TYP� L 0250 . 15 '1.'781 - O 'H HEADER 23L� 0750 II I �0080• 0 1 ` }0]50• 0568• W45HERED IUWGNUT (Zb 0 1AC 3 ALLOT - 2.06)' 5 .1.935' 0263' 0093• 0293' () BOTTOM 'H• TRACK 15 OA GALV STEEL BENT PLATE (02415' BM EEO OR 2 8053 -15 ALUM. ANGLE 4' MAX � x18T 4 14E015(341 O CORNER CLOSURE DETAIL I- 2200'-, r im m � 11 0500' ® 'U' HEADER OVERLAP WALL BEYOND WINDOW DISTANCE GREATER THAN OR EQUAL TO 15 TIMES BUILD-OUT DISTANCE (2001 ESC SECT. 2413.13) ALUM. ANGLE 0 OR 4 -1.414 Q-0511TW PIECE Q9 (SEE 051411.5 ABOVE) LEG DIRECTION MAY BE REVERSED FASTENER • 5' O.C. FOR 056334 L0405 1555 (NAN OR 83544. TO Elpat (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). FOR DESIGN LOADS GREATER T W1N 81psf, USE ALUY ANGLE CLOSURE PIECE ONLY 114TH AND4o S • 10 0C. O BUILD -OUT MOIAT CLOSURE DETAIL NETS. y t•0 2T8'MIN. •,./ KEYHOLE WASHER ENV. TR . NFAOE BO RTO Po OPTIMAL. RORAFRO OR, MA ENT OW TAWS HEAD OPER0394CALIC.20 r � I- �31�MAX.•. • 5 189 T°1��T 14 -inve• 0370 • 0.4T0' ® BUILD -OU : • TRA :• . O • . • .. • I��� rtm, vlew �� • 12.0• 1200• 3 4 //r 41 1.050 l40' 11rscA. O T' P10AL MO.A4T ELEVATI ® TOP U C • TRAK EXIST. CQNC. HOLLOW BLOCK OR W000 REAMING 100' 1 • 0 � 1 I 0.452• 065% ,r; HEADER END CAP 15 0.053• T 0263'- 931• N F0128' 0253• 1 3 I [-- --61531 't' I L 0093• ® BOTTOM U' TRACK 025' /025. MA)C j MAX. E.. 157,340 CONCRETE. HOLLOW BLOCK OR WOOD FRAMING O WALL MOOR CLOSURE DETAIL N.T.S. ALUM ANGLE ® OR J -PAN OLOSU5 PIECE ® (8EE DETALB 48005) LEG DIRECTION .4Y BE REVERSED. 0500' OVERLAP MINIMUM FASTENER • 15' O.4 FOR DESIGN LOADS LE55 TURN OR WEAL TO 8lps1 (SEE ANCHOR ECNEDULE FOR ANY ACCEPTABLE ANC140R). FOR DESIGN LOADS GREATER 1144.151pe. USE ALUM ANGLE PIECE CELT 4NOJORB • 10' 046. EMBED 2' •Z TRAP MOUNT CLOSIIRE DETAIL N.T.S. • • • • • • • • • WDTH UNLMTED • (PER'. TO PANEL °PAN) TOP MOUNT MONN TYPE as Redo, T NOVO CON4 TYPE A5 IE017 007701 MO RT CONK TIP. As 15:01 'VP. 9561 025' M4)4 Ex18TING CONCRETE. HOLLOL BLOCK 3 FRAT1010 LAST PANEL ” PARE- ABOVE BETORE .11JBL oatwascrIct, OB8TRWCTpT4 O/ERLAP NAT Olit TOP 03, 0J18 01 BONE DIET. 1 OP as REVD, A il I TIP. PANEL OVERLAP OPTIONAL 41-20 5T TCH SOUS 44114 WA0HEfED 3YNGW 19 FASTENED • p3ER.AP9 • MOEP4N (ABE APPROPRIATE EP4N TABLE) O TYPICAL MOUNT ELEVATION AROUND O55TR)CTIG 1 0 $ / .03 ' PITIZ 1Z o13 Approved mew/Phase with Ike � NORM, ***prod: 03 •'TlMF �� MANX L. 881448 0. PE. •050046549 • REVISIONS 0FSCRIPTIl1N DATE CORP WIRER L"�tiU'LM /� DI1C •1 074 B6 SHEET: 1 OF 4 I Positive Load (psf) Span Less Than: Separation (inches) at4 =30' Separation (inches) at> 30' 8' - 0" 2.75" 1.22" 30 8'- 8" 2.75" 1.94" 10' - 5" 3.00" 3.00" 6' - 0" 2.75° 1.25" 35 8' - 8" 2.75 2.10" 10' - 0" 3.00° 3.00" 2.75" 129" 40 lo to 2.75° 2.28" 3.00" 3.00° bEoe b to to 2.75" 1.32" 45 2.75" 2.41° 2.92" 2.92° 8' - 0" 2.75" 1.36" 8' - 10" 2.75" 2.73" 6' - 0" 2.75° 1.43" 8' - 1" 2.75" 2.44" 70 8' - 0" 2.75° 1.51" 7' - 8" 2.75 2.24 • • • • • • • • ••• ••• • • • • •4•�• • • • • ••. • • • • • • • • • • • • • ••• • • • • ••■ • EXISTING HOLLOW BLOCK OR WOOD FRAMING /SEE ANCHOR SCHEDULE T3 BASED ON TYPE O" STRUCTURE, EXISTS* GLAZING EMBED C_LaOCKECMEL TYPE ANCMOR6 TO BE AT RS' CR 675 0=. (REFERENCE ANCHOR SCHEDULE 13 FOR MAX SPACING). USE R81'OYABL1' ANCHORS ONLY EDGE DIST. EXISTING GLAZING RECD SEPARATION FR01 GLASS (REF. TABLE 72) EI(10100 ROLLOU BLOOD OR WOOD FRAMING. SEE ANCHOR sum,. 5ASED 04 TYPE OF 8TR1CTURE 14 TEK SCREW OR -70 MACULAE SCREW r NLIT • G' D=(TYP ALL 511 COWECTIONS REO'D SEPARATION FROM GLASS (RIFF. TABLE 1 TB Gi CQdECTIGN TYPE REFERENCE AID10R SCHEDULE T3 FOR MAX. SPACE' SNORT LEG MAY BE REYERBED TOWARDS TIE OPENING 015' /4.20 44 j' 44 02 C MACHNE SCREW REFERENCE 4NCIOR MS. O=. SCHEDULE T9 FOR MAXwnr•wpp� EX LOW BL OR 5SPACING � � e W pipla„ S •+ � • T ��� tepr FRAMING. SEE CX2 ANCHOR SOLE WOOD FRAMING. BASED �,m�.r. TYPE OF STRUCTURE i !)"1° has 13 /, ,1_WALL MOUNT SECTION O &)ED -01.11 MO/ANT SECTION T8 m0 • r -- L49 Mond Voided EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. BEE 430108 SCHED. BASED ON TYPE CF STRICTURE. g 70 X D 8 . 5S. MACHINE SCREWS a R5' 0.G C2 00=._01(01 TYP2 REFERENCE ANCHOR 5CSIEDULE T3 FOR MAX 4114=0 G 'F' TRACK/DIRECT MOUNT SECTION OPTIONAL laUILDOUT MOUNTING CONFIGURATIONS AT HEADER OR SILL/ way 8)se BEPAR 877. BET: TABLE »FAR MW LL1 EXI8TING / GLALNG EMBED EMBED ® CEILING/FLOOR MOUNT SECTION EXI8TNG CCNCg9FE. NOLLcS • SEE ANCHOR WOW ` O ecuED . B "I O ON TYPE OF STRICT . . • SCREDULE T3 FOR •• MAX SPACING 0500' 1/4.20 X 7 4 . 5.8. 71401 01 50RE3 W/ 8002411 eO5• 0= E2 CONNEQ180 TYPE REFERENCE ANCHOR scsaEDuLE 13 FOR MAX. SPACING • • • • • ••• • • • ▪ • • AMUI•I �LLZ7(UJABI- I�,xI E SF gSHEDLL...E : Load W (P) NO Stitch Bolts L (ft) • S ° tIfch Bohs At Midspan L(ft) 2i •30 • • • • 49• 45 49 50 55 58 W 65 70 72 75 80 90 100 110 120 130 o°• 49'-19" • •e ' • e -4" 8- 11° 8'- 10° 6 -5" -2° 8 -1° T - 9° T - 8' 7' -4" T - 2" 0 -9° 0 -0° 5' -4" 4'- 10" 4' -6" 4'- 1" 1Q -7" 10' •5° 10 - • 1a 9 -5" 9 -3° 9 - Z' 8- 11" 8' - 10' 8'- 9° 8' -3" 7' -8" 7' -6° -2" B -9• 8'- 0' S -4° 4' - 10' 4'- 8" 4 ' - 1 " SPAN SCHEDULE NOTES: 4 ENTER SPAN SCHEDULE WITH NEGATIVE DESIGN LOAD TO DETER MAX9I 31 ALLOWABLE STORM PANEL SPAN. SCHEDULE 16 ACCEPTABLE FOR USE WITH POSITIVE LOADS LESS THAN OR EQUAL TO NEGATIVE DESIGN LOADS. 2. INTERPOLATION BETWEEN LOADS 16 ACCEPTABLE, OT1ERNBE USE NEXT HIGHER LOAD. EX18TIG 51.4110* REO'D SEPARATION FROM GLASS (REF. TABLE 72) O TRUSS MOUNT SECTION EXISTS* CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCREE BASED 04 TYPE OF STRUCTURE. EXISTING WOOD TRUSSES 34' O=. MAX. EXISTING GLAZING O OFFSET WALL MOUNT SECT MINIMUM SEPARATION FROM GLASS SCHEDULE TABLE T2 NOTES: 1 ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETEFT1INE MINIMUM ALLOWABLE STORM PANEL SEPARATION FROM GLASS OR DOOR TO BE PROMOTED. SCHEDULE I8 REWIRED FOR USE WITH POSITIVE LOADS ONLY. 7. INTERPOLATION BETWEEN LOADS IS AI OTHERWISE USE NEXT HIGHER LOAD. EXTERIOR WALL FINISH STEEL TUBE TO BOTTOM TRESS CHORDS E/ 131 2' EMBED LAG SCREWS • EACH TRUSS (24' 00. MAX) 4 MIN STEEL TUBE HEADER TO ROLLED STEEL TUBE W/ CENTER LAG /AS DESCRIBED ABOVE) a TRUSSES 114 81 TO PLATE a 6' 0=. BETWEEN TRUSSES LmaI • 8'.0' /MAX SPAN) MAX DESIGN LOAD • *60 pef ALUM OR GAL STEEL SPACER. A5 REGD. al 9 4 EXTERIOR WALL FINISH, PROTRUDING FROM MOUNTING SURFACE CI CONTECTIC4.1 TYPE ANCHORS TO BE AT 55 OR STS' 00. (REFERENCE ANCHOR SCSAEDULE 13 FOR MAX. SPACING/ USE REMOVABLE ANCHORS ONLY '050046846 REVISIONS DFSCRIPTION DATE CNRY Ca+nIENTII wMD DWG °. 03 -868 -I SHEET: 2 OF 4 4, 6'MAX TYPICAL (2)' S.S. 1 STITCH BOLTS UU 70107)18 EACH SIDE OF LAST PANEL. 1 r 6• MAX TYPICAL FRANK L. 'PE0046949 ..JIiI Z In Z N fY U z ' - n 'sr v/ LIl � Z > m a4 c U cv n l I —r0 REVISIONS DESCRIPTION 4 ION D415 "X:..!3 5_ - 1 =1A it -- ., DWG e, 02 -868 EXI8TNG GL4ZRG EXISTING 1167.7.01807.0617 070105 FRAMING. SEE ANCHOR SCLED. BASED ON TYPE RE CF STRYCI3 EXISTING GLAZING PENETRATION OR EMBED. O WALL MOUNT SECTION OALL maw 78.055 PT4 NG EX18T CQCCRETE. HOLLOIII BLOCK OR WOOD FTN0MBNC. SEE ANO10R 504EO BASED al TYPE CF STRICTURE O HEADER/SILL TT TRACKS 04 SECTION Q4 ANH.RTA CI EXISTING E. G CONCRET HOLLOW BLOCK OR WOOD FRAMNG. SEE ANCHOR 5C✓ED. BASED ON TYPE CF STICTIRE. 000 3 NNECTION TYPE REF ANCHOR CHOR 5CHEDW.E 74 FOR MAX SPACING 0500' 78 000' R6 TTPE REFERENCE REJNCE 4 AN 80801@ SCNEIDAE 74 FOR M 4X- 8P4CNG. LEG MAY BE BENT TO 304)79 MAX 1 , 1 „ MAY BE BENT t0 304)79 MAX / o EXISTING GLAZING OPTIONAL INTE P IO MOUNZ 1 TAIIL.S • • • • • • • • • • • • • • • • ••• • •• ••• • • es • • CT CONNECTION TTEE REFERENCE ANCHOR V TOP TRADC PTA W 5CNELE 14 FOR MAX SPACING • • 04" •• • • ••• . n • • • :: • • • • •• • • • EN. pmse • • '• r LUSH AGAINST TOP TRACK W ERB8TNG CONCRETE. HOLLO 01.0011 OR WOOD FRAMNG. GEE 4NCMOR 80 -WE0. BASED 04 TYPE OF 5TRIICTBRE. REOD GLASS 5EP. DIST. (SEE TABLE T2 FOR MINI O 2O IL/FLOOR MOIAIT SECTION TRm[B. NTT REO'D GLASS SEP. Diet (BEE TABLE T2 FOR MINI218'1) EXI8TPG CONCRETE. S HOLLO BLOCK OR 10012 FRAMING SEE ANCHOR 804ED. BASED ON nPE RE Vd" a 6 STRUCTU CT TYPE CONBEGIME REFERENCE ANCHOR GCFEDUL 74 FOR MAX SPACING EXISTING E. NOW= CONCRETE 0R WOOD FRAMNG. SEE ANCHOR SC HED. BASED ON TYPE OF EARICI117E. EXISTING GLAZING PENETRATION OR EMBED. O pIRECT WALL MOUNT SECTION P BOTTOM OIRECT WALL row (R6 OM. AV,, PTB, CS CONNECTION TYPE REFERENCE ANCHOR SCHEDULE T4 MAX 8P45845 0900' 100' MAX OPTION A: (3)')i• ELCO P4NELMATEG AT BOTTOM OF ADJACENT PANEL FASTEN EACH PANEL ADJACENT TO LAST PALL 5 BOTTOM W/ (2) ELCO °ANELM4TE5 R (I) POWERS CALK -IN ALTERNATIVELY, USE (3) PANE1.M4TE5 AND NOTCH 007TOM CORKERS OF LAST PANEL 10 FIT OVER INNERMOST ANCHORS. • • • • eleit 110 • • • ••• • • • • • • • • • • • • ••• • • ••a • • • • (1 11 HEADER END CAP END W/ (2) 94 8M3 TO TRACK HEADER TRACK ISOMETRIC ADJACENT PANEL TYP 125' COVERAGE • •• • 1'X030' P ERFORATIONS AT MID5PA4 FOR USE WITH REMOVABLE HANDLE 4 `ND /0R PLASTIC KNOBS ''4- 14E40ER TOP, PER DETAIL 'P. x2 5P7, A, 2'' MAX NOTCH PI N LAST PANEL AROUND WGNUT O DIRECT WALL MOIUIT EXTERIOR ELEVATION Forram TA WALL L TRIA4T MEP OTIAIL 2' T•,. Nrg (I) I'XX0.082'XP5' ANGLE 5 END W/ (2) 94 8 TO TRACK TOP RACK OR TOFU' -T 11 TRACK (740158 TO STRUCTURE PER SECTIONS TO LEFT) OPTIONAL PLASTIC KNOB, 10 EASE PANEL SLIDING (NON - STRUCTURAL, SEE DETAIL TO LEES) OPT. B, (I) k2•20 PWIER0 CALK-2.1. CLOSEST TO LAST PANEL (NO NOTCH RECD) BOTTOM 'H' TRACK OR BOTTOM 'U' TRACK (FASTEN TO STRUCTURE PER DETAILS 11, N 40 TO LEFT) B ILL TRACK ISOMETRIC B OTTOM TRACK. WA. Approved GB complying with 610 Ewe tTl Z ' 003 n UN littudDidsProdad LAST PANEL MOUNTED FROM INSIDE OF BLDG • .• TYPICAL ADJACENT •RODVC T OVERLAP PANEL 8"0,2 • I �_` � mYTaY, aU7_Q Input OPTION 8, (2) ' ELCO P4NELMATES AT BOTTOM OF ADJACENT PANELS SHEET: 3 OF 4 el W Z_ N 0_ N 7 HOLLOW CONC BLOCK 114• x 1 -1/4" EMBED ELCO TAPCON Trap (8)) = 218.00 Vcap (lb) = 388.00 1/49(7/8" EMBED 39 49 58 72 130 12.5" 12.5" 12.5" 12.5" 6.25" 16.0" 16.0" 16.0" 13.2" 9.7" 16.0" 12.7" 8.7" 5.9" 3.6" 15.8" 12.5" 10.5° 8.3" 6.0" 12.5" 625" 6.25" 6.25° 625' 15.5" 12.3" 10.4" 9.7" 9.7" 7.8" 5.2" 4.0 3.6" 3,6" 9.9" 7.7" 6.5° 6.0" 8.0" 12.5" 625" 6.25" 625" 625" 12.6" 10.0" 9.7" 9.7" 9.7' 5.4" 3.8" 3.6" 3.6" 3.8' 7.9" 6.2' 6.0" 6.0 6.0" 39 12.5" 16.0" 16.0" 18.0" 125" 16.0" 12.7" 10.3" 12.5" 16.0" 8.8" 8.3" ALL - POINTS SOLID-SET 49 12.5" 16.0' 16.0" 13.1" 12.5" 16.0" 8.5" 8.2' 125" 16.0" 6.2" 6.6" LEAD SHIELD ANCHOR * 58 12.5" 16.0" 14.3" 11.0" 12.5" 16.0" 6.6" 6.9" 125" 15.9" 5.9" 6.4" Tcap (m) = 358 72 12.5" 16.0" 9.6" 8.8" 125 15.9" 5.9" 6.4" 125" 15.9" 5.9" 6.4" Vcap (lb) = 249 130 12.5" 15.9" 5.9" 6.4" 12.5" 15.9" 5.9" 6.4" 12.5" 15.9" 5.9 6.4 1/4" x 1 -1/4" EMBED 39 12.5" 16.0" 16.0" 122° 125" 14.5° 7.3" 7.7" 6.25" 11.8" 5.1" 6.2" ELCO PANELMATE 49 12.5 18.0" 11.9" 9.7" 625" 11.6" 4.9" 6.0" 625" 9.4" 3.6" 4.9° * 58 126' 15.4" 8.2" 8.1" 625° 9.8" 3.8" 5.1" 6.25" 9.1" 3.4" 4.7" Tcap (16) = 204.75 72 6.25" 124 5.5" 6.5" 625" 9.1" 3.4" 4.7" 625" 9.1" 3.4" 4.7" VcaP(lb)= 233.50 130 6.25" 9.1" 3.4" 4.7" 6.25" 9.1" 3.4" 4.7" 825" 9.1" 3.4" 4.7" HOLLOW CONC BLOCK 1/4" x 1- 114" EMBED ELCO TAPCON 39 45 55 16.0" 16.0" 11.0" 16.0" 16.0" 16.0' 7.5" 5.2" 3.4" 15.5" 13.4" 11.0" Tap (lb) = 218.00 65 6.4" 14.6" 5.0" 9.7" Veep (Ib) = 398.00 72 5.0" 132" 5.0" 9.7" 1/49618" EMBED 39 16.0" 16.0" 12.4" 18.0" ALL - POINTS SOLID-SET 45 16.0" 16.0" 8.5° 16.0" LEAD SHIELD ANCHOR * 55 16.0" 16.0" 5.5" 18.0" Tap (1b) = 358 65 10.5" 16.0" 4.4" 15.2 Vcap (lb) = 249 72 82" 16.0" 44" 15.9" 1/4" x 1- 114" EMBED 39 16.0" 16.0" 7.1" 14.5 ELCO PANELMATE 45 16.0" 16.0" 4.8" 12.6" * 55 10.3" 16.0" 3.2" 10.3" Tcap (lb) = 204.75 65 8.0" 13.7" 4.4" 81° Vcap (lb). 233.50 72 4.7" 12.4" „ 9.1" HOLLOW CONC BLOCK 1/4" x 1 -1/4" EMBED ELCO TAPCON 39 45 55 12.6" 10.9" 8.9" 82 7.1" 5.8" 8.0" 6.9" 5.7" 52" 4.5" 3.7" Tcap (Ib) = 174.00 65 7.5" 4.9" 5.0" 3.3" Vcap (lb) = 318.00 72 6.8" 4.5" 5.0" 3.3" 114"x7/8" EMBED 39 16.0" 12.3" 10.4" 7.8" ALL - POINTS SOUDSET 45 14.2" 10.7" 9.0" 6.8" LEAD SHIELD ANCHOR * 55 11.7" 8.7" 7.4" 5.5" Trap (lb) = 358 65 9.9" 7.4" 6.5" 4.9" Vcap (lb) = 249 72 8.9" 8.7° 6.5" 4.9" 1/4" x 1 -1/4" EMBED 39 11.2" 8.0" 7.1" 5.1" ELCO PANELMATE 45 9.7" 6.9" 62" 4.4" * 55 7.9" 5.6" 5.0" 3.6" Tap (Ib) = 201.50 65 6.7" 4.8" 4.4" 3.2" VaIP 9b) = 188.50 72 6,1° 4.3" 4.4" 3.2" • •_ • • 2 ED(1e DIST. • 0.75" EDGE DISTANCE • • • • • SPANS•)i 10 5.50 ft 25" EDGE DISTANCE Kltl 181 ANCHOR LOAD CONN TYPE 18C ANCHOR LOAD SPANS TO UP 5.50 CONN TYPE ft SPANS TO UP 8.67 CONN TYPE, ft SPANS TO UP 10.67 CONN TYPE ft .0 E,0" Tap (Ib)= 483.00 69 V ( = 475.00 72 (pat) 01 C2 C3 C4 01 C2 C3 C4 C1 C2 C3 04 313H0N00 1/4" x 1-3/4" EMBED 39 12.5" 16.0 16.0° 16.0" 12.5" 16.0' 16.0" 16.0" 12.5' 18.0" 11.9" 13.5" ELCO TAPCON 49 12.5" 16.0" 16.0" 16.0" 12.5' 16.0" 11.6" 13.3" 12.5" 16.0" 8.4" 10.7" (HEN 3320 PSI CONC) 58 12.5" 16,0" 16.0" 16.0" 12.5" 16.0" 8.9" 11.1" 12.5" 16.0" 8.0" 10.3' Tcap (lb) = 483.00 72 12.5" 16.0" 13.0' 14.3" 125° 18.0" 8.0" 10.3" 12.5' 16.0' 8.0" 10.3" Vcap (lb) = 475.00 114"x718" EMBED 130 12.5" 16.0" 8.0" 10.3" 125' 16.0" 8.0" 10.3" 12.5' 16.0" 8.0" 10.3" 39 12.5" 16.0" 16.0" 16.0° 12.5" 16.0" 15.2" 15.0" 12.5' 16.0" 10.6' 121" ALL - POINTS SOLID-SET 49 12.5" 16.0" 16.0" 16.0' 12.5" 16.0" 10.2" 11.8" 125" 16.0" 7.5" 9.5" LEAD SHIELD ANCHOR * 58 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 7.9" 9.9" 125" 16.0" 7.1 9.2" Tcap (m) = 428 72 12.5" 180" 11.5" 127" 125° 16.0' 7.1" 92" 12.5" 16.0" 7.1" 9.2' Vcap (Lb) = 429 130 12.5" 16.0" 7.1" 9.2" 125" 16.0° 7.1" 9.2" 125" 16.0° 7.1" 92° 114•x2" EMBED 39 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 13.3" 15.7" 125" 16.0" 92" 12.6" ELCO PANELMATE 49 12.5" 16.0" 16.0" 16.0° 12.5' 16.0" 8.9" 12.4" 12.5" 16.0" 6.5" 9.9" (MIN 3350 PSI CONC) * 58 12.5" 18.0" 14.9" 18.0" 12.5" 16.0" 8.9" 10.4" 125" 16.0° 62" 9.6" Tcap (lb) = 372.00 72 12.5" 16.0" 10.0" 13.3" 12.5" 18.0' 62' 9.6" 125" 16.0° 62' 9.6" Vcap (m) = 555.00 130 12.5" 18.0" 8.2" 9.6" 125° 16.0" 6.2" 9.6" 125" 16.0" 62" 9.6" • •_ • • 2 ED(1e DIST. • 0.75" EDGE DISTANCE • • • • • SPANS•)i 10 5.50 ft ANS UP T!) 8.67 ft Kltl 181 ANCHOR LOAD CONN TYPE CONN TYPE 39 (psf) C5 C6 C5 CONCRETE 114° x 1 -3/4" EMBED A � • 16.x' 1110" •I 8.(* 0 16.f. •18!b `b 2 Sr ELCOTAPCON • 45 @8N 3320 PSI CONC) •5 UR11 6.0 Ze4 .0 E,0" Tap (Ib)= 483.00 69 V ( = 475.00 72 14.1 L • 18A" •.0"• 11t1" 1.0" • 1!.0" 1/4"x7/8" EMBED "19 16.0" 18.0" 14.8" 16.0" ALL - POINTS SOLID -SET 45 16.0" 16.0" 10.1' 16.0° LEAD SHIELD ANCHOR * 55 16.0" 16.0" 6.6" 16.0 Tcap (lb) = 428 65 126" 16.0" 5.2 16.0° Vcap (lb) = 429 72 9.8" 16.0" 5.3" 16.0" 1/4" x 2" EMBED 39 18.0" 18.0" 12.9" 16.0 ELCO PANELMATE 45 18.0" 16.0" 8.8" 18.0" (MIN 3350 PSI CONC) * 55 18.0" 16.0" 5.8" 16.0° Tcap (lb) = 372.00 65 11.0" 16.0" 4.6" 16.0" Vap (lb) = 565.00. 72 8.5" 16.0" 46" 16.0" • • ••• • •• •• ••• •• •• • • • • • • • • • • ••• • • • • • • ••• • • • • ••• ■ ANCHOR SPACING SCHEDULE ANCHOR NOTES: ANCHOR SF'ACIMG SC4Dt!LL T4 YZYCINSIDE MOU ) Q t :Lc• WALL !IOUNT7 . • •• • • • • r • • NCHOR SPACING SCHEDULE • • • (INSIDE MOUNT PANELS, TRAP MOUNT) • 20" E" E "[STANCE g ANCHOR • YI • • • • • W U 114" a 1-3/4" EMBED ELCO TAPCON (MIN 3320 P81 CONC) Tcap (lb) = 388.40 Vcap 05) = 380.00 39 45 55 65 72 1/4"x7/8° EMBED 39 ALL- POINTS SOUD -SET 45 LEAD SHIELD ANCHOR * 55 Tap (lb) = 428 65 Vcap (lb) = 429 72 1 /4 "x2"EMBED 39 ELCO PANELMATE 45 (MIN 3350 PSI CONC) * 55 Tcap (lb) = 297.80 65 Vcap (lb) = 282.50 72 I. SPANS AND LOADS BROW HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL e.. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED 8 CENTER SPANS FOR SPECIFIC LOADS 3452 BE LIMITED TO THOSE SHOWN M MAX ALLOWABLE SPAN SCHEDULE (TABLE 'TI'). OF NOMINAL 2' X 4' (MIL) WOOD STUD ( "Vi EDGE DISTANCE 15 ACCEPTABLE FOR WOOD FRAMING). WOOD STUD 2. ENTER ANCHOR $O@DULE BASED ON THE EXISTING 5(1802URE MATERIAL 4 ANCHOR I TY, SELECT DESIGN SHALL BE BO.ITHEIRIX PINE' D.085 OR GREATER DEN5ITT. LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR HEAP. EQUAL TO SHUTTER SPAN 1. * DESIGNATES REMOVABLE ANCHORS, UB+ICH ARE REQUIRED FOR DIRECT MOuNn INSTALLATIONS. 3. SELECT CONVECTION TYPE BASED ON APPROPRIATE 310942 NG CONDITION (SEE MOUNTING DETAILS 05 a. MACHINE SCREWS SHALL HAVE MINIMUM OF '1" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE SHEETS 2 4 3 FOR IDENTPICATION OF CONVECTION TYPE). EITHER A PAN HEAD, TRUSS READ, OR WAFER HEAD (SIDEWALK BOLT) UN.0. 4. ANCHORS SHALL EE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECO 9, MINIMUM EMBEDMENT AND EDGE 08(450! EXCLUDES STUCCO OR OTHER WALL FINISHES. 9 .. 5. WHERE EXISTING STRUCTURE IS WOOD FRAMING. 88352 12 CONDITIONS MAY VARY. FIELD VERIFY THAT 10. 50 DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE FOR USE ralVell FASTENERS ARE INTO ADEm1ATE WOOD FRAMING MEMBERS, NOT FLTWDOD. FA8TENNG TO PLYWOOD I9 ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. Ose 465 16.0" 18.0" 15.2" 12.9" 11.6" 15.3" 132' 10.8" 9.2" 8.3" 16.0° 16.0" 16.0" 144" 13.0" 16.0" 14.7" 12.0" 10.2° 9.2" 16.0" 11.6" 14.1" 10.1" 11.5' 82' 9.7' 7.0" 8.8° 6.3" APProved L�O11d6 SPANS UP TO SPANS UP T 5.50 ft 8.67 ft LOAD CONN TYPE CONN TYPE (psf) C7 C8 C7 C8 13.8" 11.8" 9.6" 8.5" 8.5" 9.7" 8.4" 6.9" 6.0" 6.0" 15.2" 10.8° 13.2" 9.3" 10.8" 7.6" 9.5" 6,7" 9.5" 6.7" 10.3" 8.9" 7.3" 6.4" 6.4" 7.4" 6.4" 5.2" 4.6" 4.6" cum013493 w60155 FRANK L 13ENNAFa0, PE "PE00d6549 3 0 r' W ty Q■ zz zw mZ Y Q Z OL z W "t III c(1 1n 3 !n Z I' rfl IL LL O Z J (-N �0 0 0 J LL !REVISIONS DF SCRIPT IlN DATE SCALE NT r' W'f1AlE -1PfF, 3P� DUNG •: 02- b68.III SHEET: 4 OF 4 I e] Cszb01 0.75" EDGE DISTANCE 000M 0.75" EDGE DISTANCE 39 7.5" 6.5" 000M 114" x 2' THREAD 39 125" 16.0 16.0 7.5" 12.5" 18.0" 12.8" 4.8" 12.5" 16.0" 8.9 3.9" PENETR. LAG SCREW 49 12.5" 16.0" 16.0" 6.0" 12.5" 16.0" 8.6" 3.8° 125" 16.0" 6.3" 3.1° 39 58 12.5" 16.0" 14.4" 5.1" 12.5" 16.0" 6.8" 3.2" 12.5" 16.0" 6.0" 55 Tcap 9b) = 359.53 72 12.5" 16.0" 9.6" 4.1" 125" 18.0" 6.0" ' 12.5" 16.0" 8.0" 4.1" Vcap (lb) = 82.97 130 12.5" 16.0" 6 0°' - ,k; 125" 16.0° 6.0' 5.8" 12.5" 16.0 6.0" ;.. 914 x 1 -112" THREAD 39 12.5" 18.0" 18.0" 7.7" 12.5" 16.0" 8.3" 4.8" 125" 13.5" 5.8" 3.9" PENETR. WOOD SCREW 49 125" 16.0" 13.8" 6.1" 125" 13.2" 5.6" 3.8 6.25" 10.7" 4.1 3.1° 58 125" 16.0" 9.3" 5.1" 6.25" 11.2' 4.3" 3.2" 625" 10.4" 3.9" /. Tcap (lb) = 234.00 72 12.5" 142" 8.3" 4.1" 825" 10.4" 3.9' 825" 10.4" 3.9" ' ' Vcap (b) = 96.74 130 6.25" 10.4" 3.9" 826" 10.4" 3.9" 6.25" 10.4" 3.9" 1 7/18° x 518" EMBED 39 12.5" 16.0" 16.0" 13.0" 12.5" 16.0" 8.3" 8.1" 12.5" 13.4" 5.7" 8.6" BRASS BUSHING 8 49 12.5" 16.0" 13.5" 10.3" 12.5" 13.1" 5.5" 6.4" 6.25" 10.6" 4.0" 5.2" 1/4-20 SCREW * 58 12.5" 16.0° 9.2" 8.7 625" 11.1" 4.3" 5.4" 825" 10.3" 3.8" 5.0° Tcap M) = 231.50 72 12.5" 14.0" 6.2" 6.9" 625" 10.3 3.8" 5.0" 6.25" 10.3° 3.8" 5.0" Vcap (lb) = 232.50 130 6.25" 10.3" 3.8" 5.0' 626' 10.3" 3.8" 5.0° 625" 10.3" 3.8" 5.0" • • ••• • •• •• ••• •• •• • • • • • • • • • • ••• • • • • • • ••• • • • • ••• ■ ANCHOR SPACING SCHEDULE ANCHOR NOTES: ANCHOR SF'ACIMG SC4Dt!LL T4 YZYCINSIDE MOU ) Q t :Lc• WALL !IOUNT7 . • •• • • • • r • • NCHOR SPACING SCHEDULE • • • (INSIDE MOUNT PANELS, TRAP MOUNT) • 20" E" E "[STANCE g ANCHOR • YI • • • • • W U 114" a 1-3/4" EMBED ELCO TAPCON (MIN 3320 P81 CONC) Tcap (lb) = 388.40 Vcap 05) = 380.00 39 45 55 65 72 1/4"x7/8° EMBED 39 ALL- POINTS SOUD -SET 45 LEAD SHIELD ANCHOR * 55 Tap (lb) = 428 65 Vcap (lb) = 429 72 1 /4 "x2"EMBED 39 ELCO PANELMATE 45 (MIN 3350 PSI CONC) * 55 Tcap (lb) = 297.80 65 Vcap (lb) = 282.50 72 I. SPANS AND LOADS BROW HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL e.. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED 8 CENTER SPANS FOR SPECIFIC LOADS 3452 BE LIMITED TO THOSE SHOWN M MAX ALLOWABLE SPAN SCHEDULE (TABLE 'TI'). OF NOMINAL 2' X 4' (MIL) WOOD STUD ( "Vi EDGE DISTANCE 15 ACCEPTABLE FOR WOOD FRAMING). WOOD STUD 2. ENTER ANCHOR $O@DULE BASED ON THE EXISTING 5(1802URE MATERIAL 4 ANCHOR I TY, SELECT DESIGN SHALL BE BO.ITHEIRIX PINE' D.085 OR GREATER DEN5ITT. LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR HEAP. EQUAL TO SHUTTER SPAN 1. * DESIGNATES REMOVABLE ANCHORS, UB+ICH ARE REQUIRED FOR DIRECT MOuNn INSTALLATIONS. 3. SELECT CONVECTION TYPE BASED ON APPROPRIATE 310942 NG CONDITION (SEE MOUNTING DETAILS 05 a. MACHINE SCREWS SHALL HAVE MINIMUM OF '1" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE SHEETS 2 4 3 FOR IDENTPICATION OF CONVECTION TYPE). EITHER A PAN HEAD, TRUSS READ, OR WAFER HEAD (SIDEWALK BOLT) UN.0. 4. ANCHORS SHALL EE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECO 9, MINIMUM EMBEDMENT AND EDGE 08(450! EXCLUDES STUCCO OR OTHER WALL FINISHES. 9 .. 5. WHERE EXISTING STRUCTURE IS WOOD FRAMING. 88352 12 CONDITIONS MAY VARY. FIELD VERIFY THAT 10. 50 DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE FOR USE ralVell FASTENERS ARE INTO ADEm1ATE WOOD FRAMING MEMBERS, NOT FLTWDOD. FA8TENNG TO PLYWOOD I9 ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. Ose 465 16.0" 18.0" 15.2" 12.9" 11.6" 15.3" 132' 10.8" 9.2" 8.3" 16.0° 16.0" 16.0" 144" 13.0" 16.0" 14.7" 12.0" 10.2° 9.2" 16.0" 11.6" 14.1" 10.1" 11.5' 82' 9.7' 7.0" 8.8° 6.3" APProved L�O11d6 SPANS UP TO SPANS UP T 5.50 ft 8.67 ft LOAD CONN TYPE CONN TYPE (psf) C7 C8 C7 C8 13.8" 11.8" 9.6" 8.5" 8.5" 9.7" 8.4" 6.9" 6.0" 6.0" 15.2" 10.8° 13.2" 9.3" 10.8" 7.6" 9.5" 6,7" 9.5" 6.7" 10.3" 8.9" 7.3" 6.4" 6.4" 7.4" 6.4" 5.2" 4.6" 4.6" cum013493 w60155 FRANK L 13ENNAFa0, PE "PE00d6549 3 0 r' W ty Q■ zz zw mZ Y Q Z OL z W "t III c(1 1n 3 !n Z I' rfl IL LL O Z J (-N �0 0 0 J LL !REVISIONS DF SCRIPT IlN DATE SCALE NT r' W'f1AlE -1PfF, 3P� DUNG •: 02- b68.III SHEET: 4 OF 4 I e] Cszb01 0.75" EDGE DISTANCE 000M 114" x 2" THREAD 39 7.5" 6.5" 4.8° 42" PENETR. LAG SCREW 45 8.5° 5.7" 4.1" 3.8" 55 5.3" 4.6" 3.4" 16.0° Tcap (Ib) = 359.53 65 4.5° 3.9" 4.4° 16.0" Vcap (lb) = 82.97 72 4.1" 3.5 4.4" 16.0" 814x1- 12"THREAD 39 7.7" 62' 4.9° 3.9" PENETR. WOOD SCREW 45 6.6" 5.4" 42' 3.4" 55 5.4" 4.4" 3.4" , Tap (lb) = 234.00 65 4.8' 3.7" 3.0" 10.4" Vcap (Ib) = 98.74 72 4.1" 3.3° 3.0" 10.4 7/16" x 518" EMBED 39 13.0" 9.2" 8.2" 5.8" BRASS BUSHING & 45 11.2" 8.0" 7.1" 5.1" 1/4-20 SCREW * 55 9.2" 6.5" 5.8" 4.1" Tcap 013) = 231.50 65 7.8" 5.5" 5.1" 3.7" Veep (lb) = 232.50 72 7.0" 5.0" 5.1" 3.7" • • ••• • •• •• ••• •• •• • • • • • • • • • • ••• • • • • • • ••• • • • • ••• ■ ANCHOR SPACING SCHEDULE ANCHOR NOTES: ANCHOR SF'ACIMG SC4Dt!LL T4 YZYCINSIDE MOU ) Q t :Lc• WALL !IOUNT7 . • •• • • • • r • • NCHOR SPACING SCHEDULE • • • (INSIDE MOUNT PANELS, TRAP MOUNT) • 20" E" E "[STANCE g ANCHOR • YI • • • • • W U 114" a 1-3/4" EMBED ELCO TAPCON (MIN 3320 P81 CONC) Tcap (lb) = 388.40 Vcap 05) = 380.00 39 45 55 65 72 1/4"x7/8° EMBED 39 ALL- POINTS SOUD -SET 45 LEAD SHIELD ANCHOR * 55 Tap (lb) = 428 65 Vcap (lb) = 429 72 1 /4 "x2"EMBED 39 ELCO PANELMATE 45 (MIN 3350 PSI CONC) * 55 Tcap (lb) = 297.80 65 Vcap (lb) = 282.50 72 I. SPANS AND LOADS BROW HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL e.. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED 8 CENTER SPANS FOR SPECIFIC LOADS 3452 BE LIMITED TO THOSE SHOWN M MAX ALLOWABLE SPAN SCHEDULE (TABLE 'TI'). OF NOMINAL 2' X 4' (MIL) WOOD STUD ( "Vi EDGE DISTANCE 15 ACCEPTABLE FOR WOOD FRAMING). WOOD STUD 2. ENTER ANCHOR $O@DULE BASED ON THE EXISTING 5(1802URE MATERIAL 4 ANCHOR I TY, SELECT DESIGN SHALL BE BO.ITHEIRIX PINE' D.085 OR GREATER DEN5ITT. LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR HEAP. EQUAL TO SHUTTER SPAN 1. * DESIGNATES REMOVABLE ANCHORS, UB+ICH ARE REQUIRED FOR DIRECT MOuNn INSTALLATIONS. 3. SELECT CONVECTION TYPE BASED ON APPROPRIATE 310942 NG CONDITION (SEE MOUNTING DETAILS 05 a. MACHINE SCREWS SHALL HAVE MINIMUM OF '1" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE SHEETS 2 4 3 FOR IDENTPICATION OF CONVECTION TYPE). EITHER A PAN HEAD, TRUSS READ, OR WAFER HEAD (SIDEWALK BOLT) UN.0. 4. ANCHORS SHALL EE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECO 9, MINIMUM EMBEDMENT AND EDGE 08(450! EXCLUDES STUCCO OR OTHER WALL FINISHES. 9 .. 5. WHERE EXISTING STRUCTURE IS WOOD FRAMING. 88352 12 CONDITIONS MAY VARY. FIELD VERIFY THAT 10. 50 DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE FOR USE ralVell FASTENERS ARE INTO ADEm1ATE WOOD FRAMING MEMBERS, NOT FLTWDOD. FA8TENNG TO PLYWOOD I9 ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. Ose 465 16.0" 18.0" 15.2" 12.9" 11.6" 15.3" 132' 10.8" 9.2" 8.3" 16.0° 16.0" 16.0" 144" 13.0" 16.0" 14.7" 12.0" 10.2° 9.2" 16.0" 11.6" 14.1" 10.1" 11.5' 82' 9.7' 7.0" 8.8° 6.3" APProved L�O11d6 SPANS UP TO SPANS UP T 5.50 ft 8.67 ft LOAD CONN TYPE CONN TYPE (psf) C7 C8 C7 C8 13.8" 11.8" 9.6" 8.5" 8.5" 9.7" 8.4" 6.9" 6.0" 6.0" 15.2" 10.8° 13.2" 9.3" 10.8" 7.6" 9.5" 6,7" 9.5" 6.7" 10.3" 8.9" 7.3" 6.4" 6.4" 7.4" 6.4" 5.2" 4.6" 4.6" cum013493 w60155 FRANK L 13ENNAFa0, PE "PE00d6549 3 0 r' W ty Q■ zz zw mZ Y Q Z OL z W "t III c(1 1n 3 !n Z I' rfl IL LL O Z J (-N �0 0 0 J LL !REVISIONS DF SCRIPT IlN DATE SCALE NT r' W'f1AlE -1PfF, 3P� DUNG •: 02- b68.III SHEET: 4 OF 4 I e] Cszb01 0.75" EDGE DISTANCE COOM 114•x2" THREAD 39 16.0" 16.0" 124" 16.0" PENETR. LAG SCREW 45 16.0" 16.0" 8.5" 16.0" 55 16.0" 16.0" 5.6" 16.0° Tcap (lb) = 359.53 65 10.6" 16.0" 4.4° 16.0" Vasa (lb) = 82.97 72 82 16.0" 4.4" 16.0" 814x1- 12"THREAD 39 16.0" 16.0" 8.1" 16.0 PENETR. WOOD SCREW 45 16.0" 16.0" 5.5" 14.4 55 11.8" 16.0" 3.8" 11.6" Tcap Ob) = 234.00 65 6.9" 15.7" 10.4" Vcap (lb) = 98.74 72 5.3° 142' ,' 10.4 7118 "x518'EMBED 39 16.0' 16.0" 8.0" 16.0" BRASS BUSHING & 45 16.0" 16.0" 5.5° 14.2" 1/4.28 SCREW * 55 11.7" 16.0° 3.6" 11.7" Tcap (Ib) = 231.50 65 6.6" 15.5" .. 10.3" Vcap (lb) = 232.50 72 5.3 14.0" 10.3° • • ••• • •• •• ••• •• •• • • • • • • • • • • ••• • • • • • • ••• • • • • ••• ■ ANCHOR SPACING SCHEDULE ANCHOR NOTES: ANCHOR SF'ACIMG SC4Dt!LL T4 YZYCINSIDE MOU ) Q t :Lc• WALL !IOUNT7 . • •• • • • • r • • NCHOR SPACING SCHEDULE • • • (INSIDE MOUNT PANELS, TRAP MOUNT) • 20" E" E "[STANCE g ANCHOR • YI • • • • • W U 114" a 1-3/4" EMBED ELCO TAPCON (MIN 3320 P81 CONC) Tcap (lb) = 388.40 Vcap 05) = 380.00 39 45 55 65 72 1/4"x7/8° EMBED 39 ALL- POINTS SOUD -SET 45 LEAD SHIELD ANCHOR * 55 Tap (lb) = 428 65 Vcap (lb) = 429 72 1 /4 "x2"EMBED 39 ELCO PANELMATE 45 (MIN 3350 PSI CONC) * 55 Tcap (lb) = 297.80 65 Vcap (lb) = 282.50 72 I. SPANS AND LOADS BROW HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL e.. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED 8 CENTER SPANS FOR SPECIFIC LOADS 3452 BE LIMITED TO THOSE SHOWN M MAX ALLOWABLE SPAN SCHEDULE (TABLE 'TI'). OF NOMINAL 2' X 4' (MIL) WOOD STUD ( "Vi EDGE DISTANCE 15 ACCEPTABLE FOR WOOD FRAMING). WOOD STUD 2. ENTER ANCHOR $O@DULE BASED ON THE EXISTING 5(1802URE MATERIAL 4 ANCHOR I TY, SELECT DESIGN SHALL BE BO.ITHEIRIX PINE' D.085 OR GREATER DEN5ITT. LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR HEAP. EQUAL TO SHUTTER SPAN 1. * DESIGNATES REMOVABLE ANCHORS, UB+ICH ARE REQUIRED FOR DIRECT MOuNn INSTALLATIONS. 3. SELECT CONVECTION TYPE BASED ON APPROPRIATE 310942 NG CONDITION (SEE MOUNTING DETAILS 05 a. MACHINE SCREWS SHALL HAVE MINIMUM OF '1" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE SHEETS 2 4 3 FOR IDENTPICATION OF CONVECTION TYPE). EITHER A PAN HEAD, TRUSS READ, OR WAFER HEAD (SIDEWALK BOLT) UN.0. 4. ANCHORS SHALL EE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECO 9, MINIMUM EMBEDMENT AND EDGE 08(450! EXCLUDES STUCCO OR OTHER WALL FINISHES. 9 .. 5. WHERE EXISTING STRUCTURE IS WOOD FRAMING. 88352 12 CONDITIONS MAY VARY. FIELD VERIFY THAT 10. 50 DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE FOR USE ralVell FASTENERS ARE INTO ADEm1ATE WOOD FRAMING MEMBERS, NOT FLTWDOD. FA8TENNG TO PLYWOOD I9 ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. Ose 465 16.0" 18.0" 15.2" 12.9" 11.6" 15.3" 132' 10.8" 9.2" 8.3" 16.0° 16.0" 16.0" 144" 13.0" 16.0" 14.7" 12.0" 10.2° 9.2" 16.0" 11.6" 14.1" 10.1" 11.5' 82' 9.7' 7.0" 8.8° 6.3" APProved L�O11d6 SPANS UP TO SPANS UP T 5.50 ft 8.67 ft LOAD CONN TYPE CONN TYPE (psf) C7 C8 C7 C8 13.8" 11.8" 9.6" 8.5" 8.5" 9.7" 8.4" 6.9" 6.0" 6.0" 15.2" 10.8° 13.2" 9.3" 10.8" 7.6" 9.5" 6,7" 9.5" 6.7" 10.3" 8.9" 7.3" 6.4" 6.4" 7.4" 6.4" 5.2" 4.6" 4.6" cum013493 w60155 FRANK L 13ENNAFa0, PE "PE00d6549 3 0 r' W ty Q■ zz zw mZ Y Q Z OL z W "t III c(1 1n 3 !n Z I' rfl IL LL O Z J (-N �0 0 0 J LL !REVISIONS DF SCRIPT IlN DATE SCALE NT r' W'f1AlE -1PfF, 3P� DUNG •: 02- b68.III SHEET: 4 OF 4 I e] Cszb01 • • ...... • • •..... •• • •..1.. ..... • • ••..• • • ..•••• • • .1111. • • • •1111• BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA Aluminum World, Inc. 4401 East 10 Avenue Hialeah, Florida 33013 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.miamidade.eov 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 (BORA) to be used 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 %Z<cepted Namur, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, �iodif3! DI suspend the use of such product or material within their jurisdiction. BORA reserves the right to i r kt this acceptaQce, 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. •• •• Tlks i ctis' • p o appreeed as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the F1or da•BQiJding Code. D) RVIPTIONT k Guard " 0.063" Aluminum Storm Panels Shutter •••• APPfOVAL D =WENT: Drawing No. 06 -071, titled " 0.063" Aluminum Storm Panel — Storm Guard ", sheets 1•thtough 7 or prepared by Tilteco, Inc., dated April 19, 2006, last revision #1 dated April 19, 2006, signed and sgaled by Walter A.Tillit Jr., P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notite pf'Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews & revises NOA # 03- 0206.07 and consists of this page 1, evidence submitted pages E -1, E -2, & E -3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, M.S., P.E. /� �J / NOA No 06- 0503.04 Expiration Date: 03/22/2012 O/Z'LALo07 Approval Date: 03/22/2007 Page 1 Aluminum World, Inc. 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #99- 0304.04 A. DRAWINGS 1. Drawing prepared by Tilteco, Inc., titled "Storm Panel — Storm Guard", Drawing Number 99 -69, dated February 24, 1999, sheets 1 through 7 of 7, signed and sealed by Walter A. TillitJr., P.E. B. TESTS I. None. (Tests originally in file 97- 0723.06). C. CALCULATIONS 1. None. (Calculations originally in file 97- 0723.06). D. MATERIAL CERTIFICATIONS . • • • • 1..None. (Material certifications originally in file 97- 0723.06). • • •••• • • • • • ..... • . r • � OTHERS • • • 1. 4.4cial corporate resolution issued by Mr. Scott Shaver, from Florida Metal • • • . • • loth.. i'ries, Inc., dated February 19, 1999, rescinding any claim to the Notice of ...... • • IS Fiance no. 97- 0723.06. • ..... • • ..• • • ..... 2. 41,r by Walter T. Tillit, Jr., P.E., dated March 26, 1999, stating that all • • .... • daM nts are unchanged copies of Florida Metal Industries, Inc. "Storm Panel — • • • .•.• Sterveruard" submittals, Acceptance No. 97- 0723.06. ...... • F NOT • • • • ' •••,. approval, the same as Approval #97- 0723.06, is issued to change the name from Florida Metal Industries, Inc., to Dynamic Window Shutters, Inc. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #00- 1023.01 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. MATERIAL CERTIFICATIONS 1. None. E -1 4 y A. Makar, M.S., P. E. Product Control Examiner NOA No 06- 0503.04 Expiration Date: 03/22/2012 Approval Date: 03/22/2007 Aluminum World, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. OTHERS 1. Letter from Dynamic Window Shutters, Inc., dated October 19, 2000, signed by Mr. Rafael Rosado, certifies that the product has not changed 2. Letter from Tilteco, Inc., dated October 19, 2000, signed and sealed by Walter A. Tillit Jr., P.E., certify that he is still in the engineering business. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #01- 1029.03 A. DRAWINGS 1. Drawing No. 01 -281, titled " Storm Panel — Storm Guard", prepared by Tilteco, Inc., dated October 08, 2001, sheets 1 through 7 of 7, signed and sealed by Walter A. Tillit Jr., P.E. B. TESTS . • • • 1. ,Novae. (Tests originally in file 97- 0723.06). • • • • ••C••• CALCULATIONS • • • "' • • 1. 'Mx. (Calculations originally in file 97- 0723.06). • • "" : b • •MAThRIAt CERTIFICATIONS ..... • • e. (Material certifications originally in file 97- 0723.06). • • •••..s E. OTHERS • • •. • • • • j A'n bNial corporate resolution issued by Mr: Francisco Rosado, from Aluminum • Aced, Inc., dated October 24, 2001, rescinding any claim to the Notice of .. .... • •••• ▪ • Acceptance no. 00- 1023.01. 2. Letter issued by Walter T. Tillit, Jr., P.E., dated October 08, 2001, stating that drawing #01 -281 prepared for Aluminum World, Inc. is engineering wise completely identical to drawing #99 -69 of Dynamic Window Shutters, Inc. F. NOTE 1. This approval, the same as Approval #00- 1023.01, is issued to change the name from Dynamic Window Shutters, Inc. to Aluminum World Inc. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03- 0206.07 A. DRAWINGS 1. Drawing No. 02 -576, titled " Storm Panel — Storm Guard ", sheets 1 through 7 of 7, prepared by Tilteco, Inc., dated December 12, 2002, last revision #1 dated December 12, 2002 signed and sealed Walter A. Tillit, Jr., P.E. E -2 y t,6 6. z ' ► /U.% -- H y A. Makar, M.S., P. E. Product Control Examiner NOA No 06- 0503.04 Expiration Date: 03/22 /2012 Approval Date: 03/22/2007 •.•... ...•. 000000 • • 0 00000 • 000000 Aluminum World, Inc. B. C. D. 00000 • •••••• • • TESTS 1. None. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED CALCULATIONS 1. None. MATERIAL CERTIFICATIONS 1. None. E. STATEMENTS 1. Letter issued by Mr. Walter A. Tillit, Jr., P.E., dated December 17, 2002, indicating that the only change is update General Note numbers 1 & 10 to • • • • reference the Florida Building Code and ASCE 7 -98. • • • •• •••• • • • • • • 0000 • • • •• • : NEW E'DENCE SUBMITTED A. DR W71 GS: • ••• • • • • 1. �lcawing No. 06 -071, titled " 0.063" Aluminum Storm Panel — Storm Guard ", ...... • • • • .Sheets 1 through 7 of 7, prepared by Tilteco, Inc., dated April 19, 2006, last revision • • • • •irdated April 19, 2006, signed and sealed by Walter A. Tillit Jr., P.E. • •••••• ... TESL ,.•• • 1. : NT. ••••• • C" • S CALCULATIONS: 1. Revised Anchor Calculation, sheets 1 through 50 of 50, dated 04/19/06, prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit Jr., P.E. D. QUALITY ASSURANCE 1. By Miami -Dade building Code Compliance Office. E. MATERIAL CERTIFICATION: 1. None. E -3 r M.S. H� A. Makar, M.S., P. E. rodnct Control Examiner NOA No 06- 0503.04 Expiration Date: 03/22/2012 Approval Date: 03/22/2007 • • ••• • •• ••• ••• • • • • ••• • • • • ••• • • • • • • • • • • .•. • • • • • • • • • • • • ••. r-1.180 "--1 2330 (3) 2000 -J FULL R 03 HEADER 8083-75 Alum. ALLOT SECTION A -A 4.820' ,.180° t�O83 Num. PANEL. 12100' (EFFECRYE AWN 15.500" (TOTAL WITH) 10 PANEL 1 4"0 -2,0 S. 2 • SPACINGS SHOWN L 750 3 09 SECTIONS. ( L 0 t DETAIL 1 2.000° J ® BASE ANGLE 8083 -15 AWm. ALLOY .126" ,r+:7 WN tNETE ANCHORS (SEE - 374' IIIIIiIIIuir;ftI _ S�ECT�OS 1 y . STUD PLATE I■I•IIMIUI•I1MU11. 9UIMI•IUI ii1I1i1I1i1I5i1I1IM 01IOI'1i. L 1 CONCRETE ANCHORS (SEE SCHEDULE) Max. Max. STORM PANEL TYPICAL ELEVATION SEE SHEET 3 OF 7 FOR REINFDRCANG DETAILS W/ © OR 0. 1/4" Max. .. -,/4• Max. - 4.820' L - .063" - r-.094" - +I .003" 125 1.180;1 • • • • • •• • • • • •• � • .ii IIM11 1 1 1 IIYYYVY� � .1875 DETAIL 1: STUD W/ WING NUT • • • • • •• • • • • • •• • • •• • • (3) 2.01!0 FULL R 0 HEADER 6083 -T5 Num. ALLOY S • • ..• • I • ° • 16 GAGE-4...- Typ, COMPONENTS N- t.000 "1 ®5 STEEL TUBE REINFORCEMENT 45744 A-653 W/ FY -33 WI C ''p _ "' 7 NOT PT THIS OF 22 8L4 NOT ACCEPT THIS OMWINO 00 W/0 ALUINMU4 WORLD, INC. APR S 1 2006 PASED CQii7E SEAL. ® ALUMINUM STRAP CORPORATE SEAL elan&-NgEr.S_ • • W. STORM PANEL. SHOWN ON 7X PRODUCT APPROVAL 41 THE IT ( PAD.) P1 01ST. LU• WAVED FOR CODE 0061PCE IN ACCORDANCE 5 LOADS SHALL. BE DETEIMNEDPER SECTION 1820 O THE ABOVE MENTIONED CODE. 131 ORDER TO VERIFY THAT ANDRAS aGESION WIND .9311 THE PAD.. AS TESTED, WERE NOT OVER STRESSED. A 3384 0(CRFA5E IN At409PA9LE LOADS FOR 8440 LOADS WAS BM USED IN THEIR • 'WALTER HOWEVER. FOR LAD SCREWS INTO TROD, A 1.80 WINO LOAD OURA5ION FACTOR WAS USED TO Oe18DATE SCREWS SPACINGS. • STORM P41IOL'S ADEQUACY FOR IMPACT AND FATIGUE 008080E HA9 BEET MOVED IN ACORDANW WITH SECTION 1808.1.4 OF THE ABOVE MENTIONED CODE, PER PROTOCOLS TA9 201. 202 & 203. 2. ALL ALUMINUM SHEET METAL PANELS SHALL BE 8082 -432 ALLOY. 3. ALL ALUA8NUM EXTRUSIONS 511411. BE 8063 -T8 ALLOY UNLESS ODD NOTED, 4. ALL SCAMS TO SE STAINLESS STEEL. 304 OR 314 SERER WITH 60 884 YIELD 8TUE44OIN AND 80 AN TENSILE STRENGTH OR 00RR091044 RESISTANT COATED CARSON STEEL AS PER DM 60818. 6. BOLTS TO BE ASTM A -307 GALVANIZED STEEL OR ASI 304 SERIES STAINLESS STEEL, WITH 36 Amt MINIMUM YIELD STRENGTH. e. ANCHORS TO WALL SNAIL BE AS FOLLOWS (UNLESS OTHERWISE NOTED) (A) 70 MERINO POURED CONCRETE: - 1/4" 0 TAPCON ANCHORS. AS MANUFACTURED BY I.T.W. BORDEN. - 1/4" 0 x 7/8' CALK -21 ANCHORS, AS MANUFACTURED 8Y POWERS FASTENERS, INC. NOTES: A, 400814 EMBEMANT OF TAPCON ANCHORS INTO CONCRETE S1u8L. BE 1 3/4 '. Al ) 1/4' 0 x 7/8' CALK -04 ANCHORS SHALL BE ENTIRELY WEDDED INTO THE POURED CONCRETE 140 INTO STUCCO SHALL RE PERMITTED. 1/4" 0-20 SCREWS LIMED DOLL BE 1 1/3" LONG mew SHOULD STUCCO MOST. A3) IN CASE 7HAD' PRECAST STONE, PRECAST CONCRETE PANELS, OR PAYERS BE FOUND ON 11 EXISTING WALL OR FLOOR, ANCHORS SWILL BE LOS ENOUGH TO REACH 714E MUM STRICTURE DOWND SUCH PANELS, ANCHORAGE SHALL BE 1 3/4' mow FOR ANCHORS MENTIONED IN A1), & 7/8" FOR ANCHORS 4EHIT0450 IN AE). (6) 1O EXISTING CONCRETE BLOCK WALL: - 1/4' 4 TAPCCN ANCHORS, AS MANUFACTURED 8Y 1.7.W. 000DE7L - 1/4" 0 x 7/8" CALK -34 ANCHORS AS MANUFACTURED 8Y POWERS FASTENERS, INC. NOTES: B.1) MH881141 EMB5I@NT OF TAPCON ANCHORS, INTO DIE CONCRETE BLOCK TROT SHALL BE 1 1/4'. G.2) 4/4' 0 7 ' CAUhM A4CNCS BILL BE ENTFJBLY EMBEDDED INTO THE CONCRETE BLOCK UNIT. NO x INTO STUCCO SNAIL BE Feeorreo. 1/4' 4 -20 SCREWS 1060 SHALL BE 1 1/2" LONG ODIUM SHOULD STUCCO 0a4T, min 1• meow FOR WALLS W,TH NO STUCCO. 63) M CASE THAT PRECAST STONE OR PRECAST CONCRETE PANTS BE FOUND ON THE Eta9OO WALL, ANCHORS SHAD. BE LONG EN0410H 70 RFADN THE LAD STRUCTURE BE16NO SUCH PANELS. ANCHORAGE aULL1. ea 1 1/4" MINIMUM FOR ANCHORS MENTIONED M 6.1). & 7/8" FOR ANCHORS MENTIONED ED M B.2). (C) ANCHORS N LLL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S WOIFACIUREA 7. PANELS WY ALSO BE INSTALLED HORIZONTALLY F91OWRO INSTALLATION 927483 SHOWN ON SECTIONS 2, 2A, 3. 8 & SA (SHEET 2 & 3 OF 7). 8. EACH PANEL SHALL HAVE A LEGIBLE AND BEADILY VOEBLE MARKING INSIRUO1INO OWNER OR TENANT TO SECURE PANELS WITH APPLICABLE 92NFORCO(INF DURING PERIODS OF HURRICANE WARNING 8. IT SHALL BE THE RESPONSIBLHIY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER 19 TO BE ATTACHED TO MIME PROPER ANCORKN0 0119 PAVEL SHAD. ONLY BE ATTACHED 10 CONCRETE, BLOC( OR WED FRAMES BUSD504. 19, W WS PRODUCT APPROVAL DAM ( PAD.) PREPARED BY 1449 ENGINEER IS GENERIC M0 DOES NOT PROT=E INFORMATION FOR 1 A SITE SPECIFIC PROJECT; La. WERE THE SITE CONDITIONS DEVIATE FROM WE PAD. (8) ONRWCIOR 10 BE RESPONSIBLE F014 THE S5IXDON, F7AR0NSE AND DON INCLUDING LIFE SAFETY OF THIS PRODUCT BASED ON THIS PAD. PROVIDED HE/SHE DOES NOT MATE FROM THE CONDITIONS DETABED ON DOE DOCUMENT. CONSTRUCTION SAFETY AT SITE 19 THE CONTRACTOR'S RESPOASELITY. (C) 74439 PRODUCT APPROVAL DOCUMENT WILL BE CONSIDSZED INVALID ff 405040. D 511E SPECIFIC PROJECTS SHALL 6E PREPARED BY A FLORDA REDL47ERED OR ARCHITECT WHICH WEL BECOME ME ENEMA OF RECORD (0.0A) FOR THE PROJECT AND WN0 WILL BE RESPONSIBLE FOR THE PROPER 119E 0P DE PAC. ENCINEER 08 RECORD, ACI010 AS DELEGATED EN084EER TO THE PAD. ENGINEER, EER, SHAD. SUBMIT TO 11419 UTTER THE 811E SPECIFIC DRANIN08 FOR REVIEW. (E) THIS PAD. SNALu. BEAR DIE DATE M0 MINN. 00. M0 =NATURE OF THE PROFESSIONAL ENGINEER THAT PREPARED IT. 11. SHUTTER WLINACIURER'8 LABEL SEWS BE PLACED AT BOTTOM OF EACH PANEL LABEL. SHALL READ AS FOLLOW. ALUMINUM WORLD. INC. MA MADE CADDY PRODUCT CONTROL APPROVED. IL E C O INC TIWT TESTING • E9FOAE6741N0 COMPANY 999 ILL SING 81., 6m. 994 VN00 4 99200. T. 59159 Rom , (99)971 -1599 . Fm . (306)01, -1591 EB- 0008719 WALTER A TILT Jr, P. E FLORIDA Lk, 44187 F.B.C. (High Velocity Hurricane Zone) 0.063' ALUMINUM STORM PANEL-"STORM GUARD' ALUMINUM WORLD, INC. 4401 E 10 AVENUE HIALEAH, FL 33013. PHONE: (306)829 -1355 , FAX: (305)628 -1388 BMW 01XMAII 049 01-91 6m 4/46/09 By AA. Ile Approved em CGr,Nxy:4g v.ob H1a Florida Done C 200 Daae NO - 0 n Muni gide Prodal9 Cos0e611 mamma L0. DRAWN BY: 4/18/08 DATE 06 - 071 DRAWING Na SHEET 1 OF 7 ••• • • ••• • • • • . • • • • • .•. • - - • • • POURED CONCRETE OR CONCREIE BLOM WALL REWIRED SECTION ® ANCHOR -I (SEE SCHEDULE) FOR 14n. SEPARATION 01.485 • • 12' O Cant SECTION ® STUD WALL MOUNTING INSTALLATION — SECTION 1 NOTE: DETAIL OF SECTION • STUD YAUD ALSO FOR WALL MOUNTING INSTALLATION - SECTION 2 CONCRETE ANCHORS (SEE SCHEDULE) POURED CONCRETE OR CONCRETE d BLOCK WALL REQUIRED POURED CONCRETE OR CONEM1E EILOCK WALL -T (SEE SCHEDULE) SEPARATION TC 01150N0 OIASS CONCRETE ANCHORS (SEE SCHEDULE) Cont. CenL WALL MOUNTING INSTALLATION — SECTION 2 E. D. = EDGE DISTANCE (SEE SCHEDULE N SHEET 5 OF 7) APR 211OOb CONCRETE SEE SC1� • • • • • •• CON BLS POURED CONCRETE Q BLI� W REQUIRED I . -(SEE SCHEDULE FOR Ldn. $PARAT TO FJtI5 GLASS POURED OR CONCRETE mom WALL REWIRED CONCRETE ANCHORS (SEE SCHEDULE) SECTION ® ANCHOR I FOR MIL EXISTING RATI 01A9 0-20 BOLT N, x3 N• 4 R0 STUD 0. • 6' O. C. Cent SECTION @ STUD WALL MOUNTING INSTALLATION — SECTION 2A • • • • • • • • POURED CONCRETE OR i * REQUIRED • • • POURED CONCRETE OR CONCRETE BLECK WALL REWIRED -.l (SEE SCHEDULE) FOR A9n. DUSTING SEPARATION 1 s CONCRETE ANCHORS (SEE SCHEDULE) C =Y 114'' 0 -20 x 1 BOLTS 3h2' WINO 12' 0. C. WALL MOUNTING INSTALLATION — SECTION 3 / IL E C 0 INC. TINT memo • EN0INEERINO COMPANY 6300 Rs. 155. 6E. 6h. KG, MGM MOM. 17166 Fxm. t (0051678 -1670. Fm : (806)071 -1681 ES- 0008719 ORIIOA L 44187 E 0.063' ALUMINUM STORM PANEL -STORM GUARD' ALUMINUM WORLD, INC. 4401 E. 10 AVENUE HIALEAH. FL 33013. PHONE (308)825-1389. FAX (380)825 - 1356 M. In 00466.4011 I m6x I m.1r I w6311 4- 1 1 010 01-151 N/701061 6 - 1 4 CEILING & FLOOR MOUNT. INSTALL. — SECTION 4 F.B.C. (High Velocity Hurricane Zone) L0. CRON ST: 4/18/08 DATE 06 - 071 DRAWING No SHEET 2 OF 7 MAXIMUM DESIGN LOAD W (p.s.f.) Max. PANEL LENGTHMINIMUM L (ft.) SEPARATION TO GLASS APPCCABLE TO SECTIONS (SEE SHEET zs3aF7) +58.0, —76.0 8' -10 1/4" 2 11/16" 1 +72.0, —72.0 8' -9° 2 1/2" 2 +57.2, —75.7 12' -0" 2 3/4" 2A +52.0, —56.0 8' -10 1/8" 2 7/8" 3 +50.0, —72.0 7' -7 1/2" 2 4 +72.0, —72.0 8' -6" 2 1/2" 5 +58.0, —76.0 5' -10" 2 7/8" 6 +72.0, —72.0 8' -3 2 1/2" 6A • • • . •• • •• ••• • • • • • • • • • • • • • • • .•. • • • • • • • 1/4` 0-20 ° 4` tT9 W 0000 AP NUT k WASH a L 1/4' 0-20 x 3/4" 80115 W/ WOO NUT • WASHER • LAP JOINS 12.000' 12.005" . ••• • • • •• • • • • • •CALK -* • ANa106 • ••• •• ••• • •• • BUILD —OUT MOUNTING INSTALLATION WALL MOUNTING INSTALLATION — SECTION 5 (DIRECT MOUNT) — SECTION 6 ) P JACIOAIT JOINTS `` PANEL REINFORCING DETAIL W/ PANEL REINFORCING DETAIL W/ 07 POURED CONCRETE OR CONCRETE •• • ••• • • • • POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED e NTDSPAN • • -I (SEE SCHEDULE) I S SEPARATION TO I EKISTNO CLASS 6 CALX -IN ANCHORS (SEE SCHEDULE) 0 24' 0, C. • • .• • • • • • • • • • 1/4" 0 -20 THRU BOLT W/ e 12" 0. C. WALL. MOUNTING INSTALLATION (DIRECT MOUNT) — SECTION 6A MAXIMUM DESIGN PRESSURE RATING "W" (p.s.f.) AND CORRESPONDING MAXIMUM SPAN "L" SCHEDULE APR 27'2006 _.. E. D. m E DISTANCE (SEE SCHEDULE N SHEET 5 OF 7) IL ECOINC. TLL(1T TIMING & ENOINEEZNO COUPANY 0365 700.70. 40. 701. 300, 9.55644 00.0000, PL 33153 Phan : (303):371-43130 . Fat , 7,21)071-11331 ®- 0006715 WALTER 0. � NUR 4 4 16 7 E gs tom aN� A55 AY, 1m1 ®s1a ('coONeI CC f F.B.C. (High Velocity Hurricane Zone) 0.063° ALUMINUM STORM PANEL - °STORM GUARD° ALUMINUM WORLD, INC. 4401 E. 10 AVENUE HIALEAH, FL 33013. PHONE (305)825 -1355 , 04x1 (305)825 -1350 10 1 , I N [ NO 1 3�° rat L.G. DRAWN Or: 4/19/00 DATE 06 -071 DRAW045 No SHEET 3 OS 7 MAXIMUM DESIGN LOAD Nye ( TOTAL MOUNTING HEIGHT "H < 10' - 0° 10k H <12'12k H <14'14'< H <16' 7' -0° 6' -7 6' -3 6' -0 50 9' - 11' 9' - 3° 8' -7' 8' -0 6' -7 6' -3 5' -11 5' -6 60 9' -3" 8' -6 7' -10" 7•-4° 6' -5 8' -O" 5' -7' 5' -3 68 8 -10° 6 -1° 7 , -8 ' 7 ' - 0' • ••• • • • • • � . •.•• • • • • • ; ••• • • • • • • • • • • ••• • (SEE POURED CONCRETE �N� CONCRETE REQUIRED POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED G D. 7/8" x 3/32" EMERY 611.10 2" x4 ° OR 2" x 8" x .120" HORIZONTAL 46on. TUBE MULLION (8083 -T8 ALLOY) Cont. x 3 EVERY 0100 D. SPUT PANEL MOUNTING INSTALLATION — SECTION 7 NOTE : FLOOR & CEILING MOUNT INSTALLATIONS SHOWN. FOR DIFFERENT MOUNTING INSTALLATIONS SEE TYPICAL SECTIONS ON SHEET 2 & 3 OF 7. 1.000' __ -- 1.000" .000° •0110" 1.000' MULLION TUBE .828° HORIZONTAL TUBE MULLION CONNECTION TO WALL SP MEASURED TO CENTER UK OF ANGLES TYPICAL SPUT PANEL, INSTALLATION ELEVATION MULLION TUBE ON FACE MOUNT . •• MAXIMUM MUWON SPAN (HORIZONTALLY) SCHEDULE FOR SPLIT PANEL INSTALLATION • • ••• • i • • • • • • • • • • • • • • • • • • • • mat 011 010#46 • • • ,• �.� y • • • • • • • • •Z END err PANEL ••• .. ••• • • •• L! • •• • V Reveal. • : : • E • •• • • &NUT.. o • . . • • • J10t•H14 OR 8083•18 2' 44" S i 2.4 O 8+ •110 10 • : • �ntt. .. ,. (80dR - T8 ALL 2' x 4" x 1/4 x 0' -8 1/2" Alum. ANGLE 8083 -18 Typ. TOP & WROAG 3 8 "p POWER BOLTS CON TWN 8600 GROUT Hl1FD EI.GCN 2 "x1 /8" TUBE 2"x8 x1/8 TUBE E. D. o EDGE DISTANCE (SEE SCHEDULE ON SHEET 5 OF 7) APR 2 7 2006 CASE A (Plan) POURED CONCRETE CONCRETE BLOCK WALL REQUIRED CONCRETE ANCHORS 0 12" 0. C. 2' x 2" x .055 TO 2" x 5 x .055 Cont. Alum. ANGLE OR 080 3105 -H154 SHEET METAL Alum. BENT PLATE F -2.500" NM 1.000' POURED OR CONCRETE C B Lack WALT. REQUIRED CONCRETE ANCHORS 0 12° 0. C. ■ _I S } ALTERNATE LEG Loom= CASE C (Plan) / IL IECO INc. 70.UT MONO • ENOBIEE18140 COMPANY am NW. 2801. 811 6t.. 300, %VONA MOM R. 33869 F (3a°m.1-fEB 4 1 (305)08-1631 FLO L 44 1 8 7 E POURED CONCRETE OR CONCRETE 86011IRED SOCK WALL END CLOSURES DETAILS 61c61 ooman61e' Oft ap of -z!1 RAN 1/ 4' 0 BOLT 12"0.0. W /JACKNUT VARIES 8 C. CASE B (Plan) 4" x 4' :.093" 3105 -H14 OR 8083 -118 ALLOY Cont. Num. ANGLE OR 18 GAGE Coto. STEEL. ANGLE CASE D (Plan) ��® OR O OR ® F.B.C. (High Velocity Hurricane Zone) 0.063° ALUMINUM STORM PANEL - °STORM GUARD' ALUMINUM WORLD, INC. 1 E. 10 AVENUE 1ALEAH. FL 33013. PHONE: 0)825 - 1385. FAX: (308)825 - 1358 618.0. 66xmom rm • L0. DRAWN 811 4/19/08 DATE 06 -071 DRAWING No SLEET 4 al 7 IG DES MAXIMU LOAD W (p.s.f.) MAXIMUM ANCHORS SPACING FOR E. D. • 3 1/2" ** • • pQ r ;gg TOD . t$ &• 00 • • • • �ItAXI C . :LENGTH "t" (ft.) • ••• TAPCONS CALK -IN • TO CONCRETE TO CONCRETE BLOCK TO CONCRETE TO CONCRETE BLOCK . • - +58.0, -76.0 6" - 6" - 1 (TOP) 8' -10 1/4" OR LESS 6" 5" 6 6" 1 (BOTTOM) +72.0, -72.0 6" 5 1/2" 6" 6" 2 (TOP /BOTTOM) 8' -9" OR LESS +57.2, -75.7 6" 4" 6" 5 1/2" 2A (TOP /BOTTOM) 12' -0" OR LESS +52.0, -56.0 6" 6" 6" 6" 3 (TOP /BOTTOM) 8' -10 1 /8" OR LESS +50.0, -72.0 6" - 6" - 4 (TOP) 7' -7 1/2" OR LESS 6" - 6" - 4 (BOTTOM) +72.0, -72.0 6" - 6" - 5 (TOP) 8' -6" OR LESS 6" 6" 6" 6" 5 (BOTTOM) +58.0, -76.0 - - 12" * ** 12 * ** 6 (TOP /BOTTOM) 5' -9" OR LESS +72.0, -72.0 - - 12" * ** 6" 6A (TOP /BOTTOM) 8' -3" OR LESS ACTUAL E. D. FACTOR TAPCON CALK -IN 3" .86 .75 2 1/2" .71 .50 2" .50 - • •• • • •••• • • •• • • • ; •••• • • • • ••. • • • • • •.•. • • ••• • • • • • • . • •: •• • • • • • • • • • • • • • ; • 4i ■ S. _ " RES SPACING SCHEDULE FOR INSTALLATIONS INTO CONCRETg Alm CONCRETE BLOCK STRUCTURES APR 2 1 ** * ** IL ECO TWT TBFMO • ENOB+IEERIN0 COMPANY eom NA Mt. 605.71 -4510 . Im 05•71,831 3J1C0 Rom s E8- 0006719 WALTER A. LII 44167 E. E. D. = EDGE DISTANCE * SEE SHEET 6 & 7 OF 7 FOR ANCHORS TYPE & SPACING FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS. MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 1/2" EDGE DISTANCE. FOR E. D. LESS THAN 3 1/2 ", REDUCE ANCHOR SPACING BY MULTIPLYING SPACINGS SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. (NOTE : Min. E. D. FOR CALK -IN ANCHORS IS 2 1/2"). THIS OPERATION SHALL ONLY BE PERFORMED WHEN REQUIRED SPACING RESULTS INTO A MINIMUM OF 3 ". DIRECT MOUNT CONNECTION TO WALL W/ ANCHORS AT 12° 0. C. SHALL ALWAYS BE PERFORMED W/ 3 1/2" EDGE DISTANCE (E. D.). USE MAXIMUM ANCHORS SPACING OF 6" 0. C. FOR DIRECT MOUNT INSTALLATION WHERE E. D. IS LESS THAN 3 1/2" WITH A MINIMUM OF 2 1/2 ". F.B.C. (High Velocity Hurricane Zone) 0.063' ALUMINUM STORM PANEL - STORM GUARD° DRAWN FM a.= ALUMINUM WORLD, INC. 4401 E. 10 AVENUE HIALEAH. FL 33013. PHONE: (308)828-1358. FAX: (308)828 -1388 a®a° No n°. m onwme •Y[ OLD 01-a, H1 1Ne 1 - - 4 /16 /O6 DATE 06 -071 ORATING No SKEET 8 OF 7 • •0• •• •• ••• • • •• ; •• • • • • • • • ••• • • • • • • ••• ••• • L (SEE SCHEDULE) R MN. SEPARATION 0 EXISTING GLASS WOOD STUD 0 24° 0. C. REQUIRED W000 HEADER REQUIRED ALTERNATIVE 1 ALTERNATIVE 2 WALL MOUNTING INSTALLATION — SECTION A 1/4'0 LAG SCREWS 0 8' 0. C. W 1 1/2' Min. THREADED PENETRATION TO EXISTING W000 HEADER. 7/8' 0 s 3/32' 08100 EVERY STUD 0 12 0. C 1/4 ° 0 LAG SCREWS 0 S 0. C. W/ 1 1/2' Min. THREADED PENETRATION 0 MIDWIDTH OF PLATE. NOTE FOR COMBINATION OF SECTIONS: WALL MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. NOTES: 1. INSTALLATIONS ARE ONLY VALID FOR DESIGN WIND LOADS UP TO +80.0, -76.0 p.s.f. AND PANEL'S LENGTHS UP TO 8' -10'. 2. FOR NEW WOOD FRAME CONSTRUCTION: W000 MEMBERS TO BE SOUTHERN PINE No. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS ! W / 1 1 SCREWS 0 8' 0. C. I/ 1 1/ ' W0 I H DER PENETRAT ON • Mir WO% HTOOFR. � • • P z 3'•OR x 4` OR 2' x B' • TO • 0.12511 ANGLE. (8083 -T8 ALLOY) • flig01=1 .R1 •• 4 WASHER O C. • • • �i r A11 11111: All • • -����� • Goof. (SEE SCHEDULE) FOR Min. SEPARATION TO EXISTING GLASS ALTERNATIVE 1 0 WOOD STUD 0 24` 0. C. REQUIRED W000 HEADER REQUIRED ALTERNATIVE 2 APR % 7 200E 7 E' 0 x 3/32' WIG NUT O EVERY STUD 012' 0. C 1 0 -20 S. S. . C. W/ NUT & BOLTS 0 WASHER 2' x 3' OR 2' x 4 OR 2' x 5 x 0.125' Alum. ANGLE (8083 -T8 ALLOY) W/ (2) 1/4 ° 0 LAG SCREWS 0 EACH STUD (MIDWIDTH OF STUD, 2 Mtn. NOMINAL) & 2' MIn. THREADED PENETRATION INTO EXISTING STUD. WALL MOUNT. INSTALLATION (OFFSET) — SECTION B IL ECO INC.\ TIWT =STING & ENOINURINO COMPANY 8759 s.,. $o. 3I e0e 300, 311105113 0330E133, 7L 33100 PNn , (400571 -1530 . Far s (313313/1-11331 FE- 0008719 WALTER A TRIO Jr., P. E FLORIDA U0. 44167 OLD 01 - 781 4/10/05 3 Approvad &e tome L 0 Cud Woad li•Pc&olCsnErsi F.B.C. (High Velocity Hurricane Zone) 0.063' ALUMINUM STORM PANEL-STORM GUARD' ALUMINUM WORLD, INC. 4401 E. 10 AVENUE HIALEAH. FL 33013. PHONE (305)828 -1385 , FAX: (305)828 -1388 ar. Yo I 011110101. 0005 fl x05 I ®!!DY 3 4 eat LO. DRAWN 1311 4/19/00 DATE 06 -071 DRAWING No SHEET 8 OF 7 • • ••• ••, •. •. ••• • • ••• • • • • • • • • • • ••• • • • • ••• • • • • ••• WOOD TRUSSES OR RAFTER • 24 0. C. REQUIRED t 1/4'0x3/4 TEl( WRENS 0 8' 0. C. (SEE SCHEDULE) FOR Min. SEPARATION TO EXISTING GLASS O 3 G NUT EVERT' SIUO 0 12 0. C � 3" Mtn. ALTERNATIVE 1 NEW 2' x 4' OR 2 x 5' x .128 W� 8 /118°0 L ANGLE LAG SCREWS TO EACH RAFTER OR TRUSS. LOCATE SCREW AT MIDWIDTH OF EXISTING WOOD MEMBER (2 / 2 1 /2 THREADED PENETRATION. Cont. 2 x 8' WOOD DECK REQUIRED NO ALLOWED) 1/4'0 LAO SCREWS 0 4 0. C. W/ 1 1/2 Min. THREADED PENETRATION EDGE OF DECK (IF APPLICABLE) NOTE FOR COMBINATION OF SECTIONS: MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. NOTES: 1. INSTALLATIONS ARE ONLY VALID FOR DESIGN WIND LOADS UP TO +60.0, -78.0 p.e.f., (EXCEPT AS NOTED) AND PANEL'S LENGTHS UP 1O 2. FOR NEW 1 FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No. 2. W/ SPECIFIC DENSITY OF 0.53 OR EQUAL WOOD TRUSSES OR RAFTER 0 24 0. C. REQUIRED .500' 1/4 ° 0x3 /4' TEK SCREWS 0 8' 0. C. (SEE SCHEDULE) FOR Min. SEPARATION TO EXISTING GLASS CEILING & REMOVABLE FLOOR MOUNTING INSTALLATION — SECTION C INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS (B063 -T6 1 � / p') Arr•. TUN • • .$)e' WY ( S/18" SCE • T• E H �' 0. TRUSS.• • L•ORTL! 5 .0< DIN • • 0• E)OT1 W. - f3.. R L IR • Wp IV' MM. ." P$E1RA110N. Cont. 7/B 0 x 3/32 01NG NUT' © EVERY g STUD 0 12' O. C X ALTERNATIVE 2 Max. PRESSURE RATING +60.0, —72.0 p.s.f. 2' x 8' W000 DECK REQUIRED (NO FINISH ALLOWED) EDGE OF DECK 3' Min. (1F APPLICABLE) WOOD HEADER REQUIRED • ••• • • •• • • • • • • • ••• • 1/4 °0 LAS SCREWS 0 4' 0. C. W/ 1 1/2 Mtn. THREADED PENETRATION /8" x 5/8" LONG BRASS BUSHING EMBEDED IN WOOD PLATE W/ 1 /'0 -2 x 2' SCREVJ4080 'O S. S. C. �•.D STUD �1 MIDWIDTH OF PLATE //��/ NG G O BRASS BUSHING SORE(Y 0 8 O x " S. S. O C WALL MOUNT. INSTALLATION — SECTION D I. IL ECO INC. \ EB- 00067I9 WALTER A FLORIDA � 44167 �` P. E. TILLIT TOTING • 8N0114 5144 COMPANY Km. 35m 51, 5Sa 218. t1R14Mn O1�. FL 010 Phan . (CW)871 -150. Fm 1 10000 -1611 APR 2 7 200 0.063' ALUMINUM STORM PANEL - 'STORM GUARD° ALUMINUM WORLD, INC. 4401 E. 10 AVENUE HIALEAH, FL 33013. PHONE: (305)828 -1385 , FAX: (208)828 -1388 as 0 I, �1 Min. LAC . THREADED 1 1 REA D E 8 0. R. D PENETRA IO N /2 . TREAETIO TO EXISTING WOOD HEADER 1,4'14__ ae1s^ W v4.0_2.. /G NUT 0 x 3 1 BOLTS IVIIII IN 12' 0. C. O Cont. WOOD- W OOD HEADER O R 1 l+ 18° O ® R E QUIRE D 0 MIDWIDTH OF PLATE III% I 1/4 ° 0 LAG SCREWS 0 6 0. C. W/ 1 1 /2 Mtn. THREADED PENETRATION I TO STING WOOD HEADER WALL MOUNT. INSTALLATION — SECTION E 0t5 51-211 k15/0 F.B.C. (High Velocity Hurricane Zone) 717b 1 1 �4 ° 0 -20 x 1 BOLTS WINO 7/8" UT ®3,32° 12" 0. C. Cont. GR L3. DRAWN MI 4/18/08 DATE 06 - 071 DRAWING No SKEET 7 OF 7 Address: 1O NE ci r c`4 City: Al i , _� ti &3 1/464 - 4( Stater Tenant/Lessee Name: A Fl !1 Email: V i V \'\X_, Q tT∎ \ . LOr^ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING Permit No.'t 0- 345 PERMIT APPLICATION Master Permit No. FBC 20 Permit Type: BUILDING OWNER: Name (Fee Simple Titleholder): `: P 0 - D V) /!T �€ Phone #: 7 1 - t JOB ADDRESS: Pt 01 ` c1 51" City: Miami Shores County: Miami Dade Zip: 3 Folio/Parcel #: i 3 00'1 Is the Building Historically Designated: Yes N NO Flood Zone: CONTRACTOR: Company Name: F-e nc `�zz//L Phone #: (1 0 ' ) 3 2 3 2 01 T Address: ' i L (1 I M 7'i 4-Vik - '. 3v City: 14i &I L., (>& c4iii State: J'-L Zip: . T30d 4 Qualifier Name: 1; L F t'iz N AA ,,ee r7� Phone #: State Certification or Registration #: � Certificate of Competency #: alS s SOS" ` i t1 Contact Phone #:(z Email Address: DESIGNER: Architect/Engineer: » / Pt Phone #: Value of Work for this Permit: $ ` 7o `— Square/Linear Footage of Work: (:; ig JUL 2 3 2010 �d Zip: 3 3 fle Phone #: Type of Work: Address UAlteration New ❑Repair/Replace ❑Demolition Description of Work: 7i-eat /kwit v COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: ********* ** *** * *** * ** * ** * **** ** ** * ***** F ees **** *, ******* *** ** *** * ** * * * *** **** * * **** ** ** Submittal Fee Permit Fee $ / o o CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ - Structural Review $ TOTAL FEE NOW DUE $ � . (oO Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued I/-�,he absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged ( ■ kt ''..Signature bin li NI It The foregoing instrument was acknowledged before me this day oLJ V who NOTARY PUBLIC: Sign: Print: st R f My Commission Expires: APPROVED BY .437 fC) pill (Revised 07 /10 /07XRevised 06 /10 /2009XRevised 3/1 5/09)(rev6/4/1 0) The foregoing instrument was acknowledged befor a this tt II �i� �q 20 byEs 'ta L9ez VtYfit)&.. day of 9 . 20 10 , by Vv L) Vern A 4 n � e or who has produced As identification and who did take an oath. as identification and who di . ke an oath. --- �� ♦i ♦ - --- a INGRI0 MITZKA s a`, ? 4' , #% Notary Pow - State ot Florida • • d My Comm. Expires Nov 6.2013 • T � q• Commission dE OD 906876 Bo*d Thr6tIgh National Notary Assn. Plans Examiner Structural Review who is personally known to me NOTARY PUBLI Sign: Print: Contractor who has produced ro My Commi . sion Exp' a`lP efOI3 2DI 4 $ ' *,* *,* *,** * * * * * ** * * * * ** * *** *** **** **** * * * *,* *** * ** * * * * * * * * * * * ** *** *** * ** *-** * * * * *, , , *, *** * * * *** * * * ***,r * *** * *** Zoning Clerk iv° ami Shores Viilege ,A rDpn 'ED BY DATE 70p. \HNG DEPT BLDG DEPT ilid 7 ' "0? V SIDE JECT CO CCMPI.IANCE STATE AND LC,UN WITH ALL FEDERAL ,Y RULES AND REGULATIONS 60' JUL 23 " Entry Door 1 -41x87 e •• ••. . . .•. . .. •• O OOOO • • ••• •• ' • ' • • •• • • 0•• • ••• • • • • • • • • • • • • • • • • • • • •• • • • • O • • • • ••• • • • • • • • • • • • • • • • • • • • • • ••• • • • • • ••• • •• •• •• • • ••••• • • • Jason Virtue Residence 800 NE 98 Street Miami Shores, FL 33138 3 -16x32 2 -32x43 Garage MIAMI. 4DE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Hurst Awning Company, Inc. 6865 N.W. 36 Avenue Miami, Florida 33147 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 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. 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.miamidade.aov ESCRIPTION: 0.0312"(min.) Galvanized Steel Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 06 -343, titled ` e orm Panel Shutter ", sheets 1 through 6 of 6, prepared by Thornton - Tomasetti Group, dated April 04, 2006, last revision #0 dated April 04, 2006, signed and sealed by J. W. Knezevich, P.E., 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 LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSIZTCIIOJ : A cgpy pf this entire NOA shall be provided to the user by the manufacturer or its distributors and shai a .aa1a6Ie:fof iQs cjioZ at the job site at the request of the Building Official. Thig VOA, rums VAX/5-0410.01 and consists of this page 1, evidence submitted pages E -1 & E -2 as well as approval document mention'eddbove. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. • • • ... • ... • • • . \`�, 6O • • • • �. • • • • • • • . , • • • • :es • • • . . o 2 /o 74,907 NOA No 07 -0322.04 Expiration Date: 08/30/2012 Approval Date: 06/07/2007 Page 1 ••• • ...•.. • 1 • • • • • • •. • • • • • • • • • • • •• • • Hurst Awning Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 02- 0627.01 A. DRAWINGS 1. Drawing No. 02 -267, titled " The 24 Steel Storm Panel Shutter", sheets 1 through 6 of 6, prepared by Knezevich & Associates, Inc., dated June 25, 2002 last revision #2 dated August 30, 2002, signed and sealed by V. J. Knezevich, P.E. B. TESTS 1. Test report on 1) Uniform Static Air Pressure test, per SFBC PA 202 -94 2) Large Missile Impact Test, per SFBC PA 201 -94 3) Cyclic Wind Pressure Loading per SFBC PA 203 -94 along with marked -up drawings and installation diagram of 0.0312" Galvanized Steel Storm Panels Shutter, prepared by Construction Testing Corporation, Test Report No. 02 -005, dated April 11, 2002, signed and sealed by Yamil G. Kuri, P.E. 2. Test report on 1) Uniform Static Air Pressure test, per SFBC PA 202 -94 2) Large Missile Impact Test, per SFBC PA 201 -94 3) Cyclic Wind Pressure Loading per SFBC PA 203 -94 along with marked -up drawings and installation diagram of 0.050" Aluminum Storm Panels Shutter, prepared by Construction Testing Corporation, Test Report No. 99 -023, dated May 14, 1999, signed and sealed by Yamil G. Kuri, P.E. This test Ls used to qualify the Slide Track Assembly. C. CALCULATIONS 1. Comparative Analysis and Anchor Calculations, pages 01 through 47, prepared by Knezevich and Associates Inc., dated June 24, 2002, signed and sealed by V.J. Knezevich, P.E. D. MATERIAL CERTIFICATIONS 1. Mill Certificate from Charter Steel Trading Co., Inc. 2. Tensile Test Report. E. STATEMENTS 1. Statement letter of conformance by Knezevich and Associates Inc., dated June 24, 2002, signed and sealed by V.J. Knezevich, P.E. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 06- 0410.01 A. DRAWINGS 1. Drawing No. 06 -343, titled "The 24 Steel Storm Panel Shutter", sheets 1 through 6 of 6, prepared by Thornton - Tomasetti Group, dated April 04, 2006, last revision • • • • • • • #f1 dated April 04, 2006, signed and sealed by J. W. Knezevich, P.E. •• •;;•••••:'• •• ••• •• • • i ••• • •.. • ••• • • • • • • • • • • • • • • • • • • • . • • . • • •• • • . • • • • • • ••• • . •S. ••• ••• • • • • ••• • • • ••• • • • • .•. •• • • • ••• • • • • • •• ' • • E -1 y A. Maker, P.E., M.S. Product Control Examiner NOA No 07- 0322.04 Expiration Date: 08/30/2012 Approval Date: 06/07/2007 Hurst Awning Company, Inc. B. TESTS 1. None. C. CALCULATIONS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERT 1. None. 3. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATION: 1. None. • • • ••••. • o • • • • • • • • •• ••• • • •' • • • • •• • ••• • • •• • • • • • • • • • • • • • . . • • • • • • •• • • • • • • • • • ••• • • • • • ••• • • • • ••• • • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • • • • • •• E -2 y A. Makar, P.E., M.S. Product Control Examiner NOA No 07- 0322.04 Expiration Date: 08/30/2012 Approval Date: 06/07/2007 00000 • • • • • • 1 4.W1i" • • ••••r • • - • • • • • •••••• • • •• 1••• • • • ••••••1 X 1.t • 12.50" (b02Rl161E• •• • •••• 2.00" • • • • • GALVA10 0 STEEL @STORM • 1 SCALE030 • Y • I" •• • • • •• • •• PRODUCT MARKING LOCATION 750" • • .750 o • • • • o es j1.251, • • ..0 t . 2" MIN. 1,_,‘ ir 750" M Aml PRODUCT CONTR DIV S ONOTICE F E H GH HURRICANE ZONE IMVPIZT OF THE FLORIDA BUILDING CODE 2004 EDITION WITH 2005 SUPPLEMENT. 2. NO ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS PRODUCT. WIND LOAD DURATION FACTOR Cd = 1.6 WAS USED FOR WOOD LAG SCREW DESIGN. 3. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND I FACTOR LOAD d o 0 885 SHALL BERDANCE WITH ASCE 7 -02. AND USED 4. FOR SITE - SPECIFIC APPLICATIO E THIS SHUTTER SYSTEM. INFORMATION STE INCLUDE 5. USE OF P DA THESE APPROVAL DOCUMENTS COMPLY WITH CHAPTER 61015 -23 OF THE 6. THESE CONTRACTOR DOCUMENTS NOT D THE CONDITIONS DETAILED DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURA T LSUBSTRATES DETAILED HEREIN. 7. ANY MODIFICATIONS R 8. ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE WHEN THE MAY ELECT DEVIATE FROM OPTIONS+OCUMENTS, THE Al AND ETAL AND JUSTIFY THE DOCUMENTS E TION. R %AIO BE SUBMITTED TO THE PRODUCT ENGINEER FOR REVIEW AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS /HER APPROVAL. B) B) AND SECURED FROM THE MIAMI -DA SPECIFIC TY APPROVAL UCTCON TROLDIVISION WHEN THE ONLYDOPTIONE DEVIATIONS OCCUR BE ACCEPTED BY THE VELOCITY OFFICIAAL. 9. PRODUCT PANE S L, AND SHALL OF ONE OF THE WITH A MIN. IURST AWNNO CO, NC. 1/ANI . R.ORDA MSM-DADE COUNTY PRODUCT CONTROL APPROVED 10. STORM PANELS SHALL BE GALVANIZED STEEL CONFORMING TO A.S.T.M. A653 SQ, /, AND GALVANIZ GALVANIZED INSES COATING MEC PROPERTIESiNG BARE METAL 0.029'r 3" MIN. THICKNESSA (AFTERKGALVANIZINGIWITH A MIN. Fy= 80.0 KSI 11. ALL EXTRUSIONS SHALL BE 6063 -T6 ALUMINUM ALLOY, U.O.N 12. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 KSI OR APPROVED COATED HARDWARE. 13. DICTATE. PANELS MAY BSHOWN UA EDHORIZONTALLY WHERE APPLICABLE, EXCEPT FOR "h" AND "U HEADER MOUNTING CONDITIONS. 2.00° .750' j3.251, � - t 4.0312" MIN. 1,.501, i 6.25" COVERAGE I, 8.75" ONE HALF PANEL PER OPENING COVER OPENINGS REQUIRED TO GALVANIZED STEEL @ HALF STORM PANEL SCALE +3 " =1' -0" 0 0 O U HEADER 8 SCALEt 3° - 1' - 0" 1.625" 060" 0 " TYP. N .05" 313 "0 .625 "0 (1/18 GALVANIZED STEEL) IZAMAC 3 ALLOY) @ KEYHOLE WASHER (OPTIONAU OWASHERED WINGNUT SCALE + HALF SIZE 4 SCALE + HALF SIZE O C-TRACK SCALE + HALF SIZE .315" R /�1/4 -20 STUD .375'x# -t / x 3/4° LONG i y W72.0° OR I ■� fill(); 12 5" P. 750 "1 SLIDE C-TRACK 10 (FINISH) 11 STUDDED STRAP )SLIDER) SCALE + HALF SIZE SCALE + HALF SIZE 0 2' x 2' x 0.06' TUBE OF -TRACK SCALE + HALF SIZE 16 SCALE 3" = 1' - 0" ' 1' .375" 215" osa" .250" ,(INC-TRACK IFO�SH1 8 SCALE + HALF SIZE 01 1-,125" TYP. By 1.00" MIN. 5.00" MA . @ ANGLE SCALE, 3" = 1' - 0" .380" :195 275" 665° .095" TYP. ,2.000 °, matter RENEWED es ovosp4O3 1 :Ss F.kss BcldL',i CL.:r Ett _o3zz. 12.000" O 'h' HEADER 8 SCALE, 3" = 1' - 0° ,a AE-TRACK 17 BUILD -OUT F-TRACK %Z./SCALE, 3" = 1' - 0" SCALE + HALF SIZE aslCochol @ SLIDE C-TRACK SCALE + HALF SIZE 1/4 " -20 x 3/4" S.S. MACHINE SCREW STUD PUNCHED INTO ANGLE 12.0" OR 12.5" O.C. (STUD DIRECTION MAY . 625° BE REVERSED/ .125"" TYP. , 2.00 °i 13 STUD ANGLE SCALE, 3" = 1' - 0" taint= REVISED es camplyistg NUN tits RAID A 8 a Pie0D -0 .01 Espiratisa Bats - 7 By Miami O 0 0 J.W. Knexevlch PT LANAI No r r 01111961 04 o4 2001 (°"' 04/04/20061 "4. AS NOTED r ®® a...xe nc 06 -343 (sheet 1 of 6) TYPICAL SECTIONS J.W. Knezevich o.ob bw R License NO: 0011 04 2006 3 8 a 8 i g • • E •••••I • • •••••• • • Ti'IVAL SECTIONS • • • • D�Efk SPAN • • • • • • • • ( ".j U j ELEVATION • • \S/ SCALE:40/4" = 1' - db • OVERLAP WALL BEYOND MINIMUM SHUTTER 1ST. (NO CLOS E ANGLE RUM) II DISTANCE WINDOW DISTANCE 1.5 TIMES OVERLAP SHALL BE GREATER THAN BUILD-OUT 5 TIMES BUILD OUT 1/4" MAX. O BUILD-OUT MOUNT CLOSURE DETAIL D SCALE. 1 -1/2" =1'- 0° 1/4 -20 S.S. BOLT & WINGNUT @ 24" 0.C. (TYP. 20 GAGE GALV. STEEL BENT PLATE OR 2" x 2" x .125" ALUM. ANGLE (6063 -T6 ALLOY) 1/4 -20 S.S. BOLT & WINGNUT (p1 24" O.C. (TYP. •• PLAN • VIE • • • /. • •/ • clip • ••• ••• ALUM. ANGLE UILO -OUT CLOSURE PIECE DISTANCE 1" x 2° x 0.125° MIN. TO 2` x 5 "x 0.125 "MA XISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUG MAX. O CORNER CLOSURE DETAIL SCALE. 1 -1/2° = 1' - 0" WINDOW 1" OVERLAP 1" OVE A . O CORNER CLOSURE DETAIL H SCALE. 1 -1/2° = 1' - 0" EXISTING BAY WINDOW 20 GAGE GALV. STEEL BENT PLATE OR 2" x 2" x .125" ALUM. ANGLE (6063-T ALLOY) AP '625 "0 / /375° (P_ TOP AND...BOTTOM .3125 "0 ASTENER lib 12° O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 PS.F. & (0 8° 0.C. FOR DESIGN LOADS GREATER THAN 110 P.S.F. (SEE ANCHOR 1 SCHED. FOR ANY ACCEPTABLE m ANCHOR) W EXISTING GLAZING SEE TABLE 2 EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. (TYP. TOP & BOTTOM) /2" < J f 0 1 -(N W 1 S J= cc OO E viu J Q K W • (PERPEND CULAR TO W TH U L M TED i PANEL SPAN NOTE: FOR DIRECT MOUNT APPLICATION ONLY. ® ROUND PANEL ELEVATION SCALE. 1/4" = 1' - 0" FASTENER (0 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.F. 8 Cd 6" 0.C. FOR DESIGN LOADS GREATER THAN 110 P.S.F. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) v 1 4 4 .1/2" MIN. EXISTING CONCRETE, µs OVERLAP HOLLOW BLOCK OR ' ALUM. ANGLE WOOD FRAMING. CLOSURE PIECE (TYPICAL) 1° x 2° x 0.125" MIN. TO EMBED. 2" x 5" x 0.125" MAX. O TRAP MOUNT CLOSURE DETAI SCALE. 1 -1/2" = 1' - 0" CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING CONNECTION TYPE OR SCHEDULE FOR MAX. Speru.r O WALL MOUNT SECTION J SCALE. 3° ®1' - 0" /4" MAX. 1/4" MAX. 1/4" MAX. WIDTH UNLIM TED (PERPENDICULAR TO PANEL SPAN O MITER PANEL ELEVATION C SCALE. 1/4" = 1' - 0" 1/4" MAX. TYPICAL SECTION 1/4" MAX. XISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING. W ALL MOUNT CLOSURE DETAIL SCALE. 1 -1/2° = 1' - 0° PRODUCT RENEWED COMAlxg with gm Raffia Biddies Coda klaptmat9N°O - 2, Ea D mmcemplyIeg wUL REVISE Ufa P Badding Cale Accoomce Ne O b — o ," 0.0/ Expir°9iax 0mc - o ] nand C I Division 11 04/04/2006] AS NOTED 1.40] 06-3743 (sheet 2 of 61 e • SEE TA t • g • • • • •• • • ••a a 0 z 8 a • • 0000 • • ••• GLAZIN EXISTING GLAZIN SEE TABLE 2 ••• •• •• •. • . • EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE � I • r1RX r ' • A UM. TU EB 6063 T6) e tFi l wit (MAX. DESIGN LOAD ± 73 PSF) O 'PASS THRU' DETAIL SCALE. 3" a 1' - 0" MB EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. (TYP. TOP & BOTTOM) 1114r'0 POWERS CALK - AND 1/4-20 •WIT MACHINE IN SCREW IN 6" ONC.. OR INSJO0D. W000 S HA L BE OF SPECIFIC GRAVITY "G" OF 0.55 OR GREATER 1/2 "* THRU BOLT W/ LOCKNUT @I 6^ O.C. 1/4 "0 POWERS CALK -IN AND 1/4 -20 S.S. MACHINE SCREW all 12" 0.C. WITH 7/6" MIN. EMB. IN CONC. OR HOLLOW BLOCK OR 114 "0 LAG SCREW WO 0.C. W/ ALL B E OF SPECIFIC W000. S. IN GRAVITY °G" OF 0.55 OR GREATER LAN 1/0" CONT. AL AN(xiLE 16063 -T6 ALLOY) CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING O .F. TRACK/DIRECT MOUNT SECTION N SCALE. 3" . 1' - 0" CI CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING FASTENER (n 6" O.C. OR 6 -1/4" O.C. OR (m 12" OR 12 -1/2" O.C. BUT 00 NOT EXCEED ANCHOR SCHEDULE SPACING. USE REMOVABLE ANCHORS ONLY. LOCATE FASTENER IN NARROW PORTION OF KEYHOLE SLOT. EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. (TYP. TOP & BOTTOM) CA CONNECTION WITH PIECE 01 CONNECTION WITH PIECE LEG IN REFERENCE A CHOR SCHEDULE FOR MAX SPACIN FINISHt/MATNAL EXISTING GLAZIN 06 CONNECTION WITH PIECE WITH PIECE LEG IN REFERENCE ANCHOR SCHEDULE FOR MAX SPACIN EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. E TABLE 2 00 ato aF OW 0 EXISTING GLAZING CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/4" MAX. O (i( . .J an I Z • J N . CONNECTION TYPE REFERENCE ANCHOR CHEDULE FOR MAX. SPACING ® GEEING / FLOOR MOUNT SECTION L�J SCALE. 3" n 1' - 0" (OPTIONAL) 1/4" MAX. *14 x 3/4" TEK SCREW CA 16" O.C. OR 1/4 -20 MACHINE BOLT WITH LOCK NUT 10 16" D.C. (TYP. TOP & BOTTOM) 1/4" MAX. EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. (TYP. TOP & BOTTOM) CI CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACIN EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING. )TYP. TOP & BOTTOM) EXISTING GLAZIN O BUILD -OUT MOUNT SECTION SCALE. 3" x 1' - 0" O Q FINISH TRACK / PRE-STUCCO TRACK SCALE. 3" . 1 — 0° CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 014 x 3/4° TEK SCREW Ca 16° O.C. OR 1/4 -20 MACHINE BOLT WITH LOCK NUT (5 16" 0.C. CONNECTION TYPE 1/4" MAX. REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING cavgllt0i 6row08 Eked• Aa ept ±m N -o . Dells • :7j">•71/ o/2 Must PRODUCT REVISED as •osPI9InS Oh Ilse Florida Eeddtug Code Ample= No EspL-athae Da O 0 O ,MF 1x AS NOTED jiNG M I z J.W. Knezev)ch vmruua.a. Engineer FL lama Ow Pt CLA1961 / /feifc,,<.-A [ 04/04/2005) «] 06-343 (sheet 3 of 6J •� • •g • 0 • • •1••• • • • • • • ••■••• • •• 3 a. •••• • ••••• 1/4" • • • •• • • • •• • • • •• • • • • • II�� • GLAZIIC0' • PUNCH 3/8" 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 O TYP. PM NUT (TYP.) 1 -1/2" x 1 -1/2" NOTCHES (TYP. BOTH SIDES) O CEILING MOUNT SECTION SCALE. 3° a 1' - 0" FLOOR OR WALL MOUNTED 2" x 2" x 1/8" CONT STUDDED ANGLE OR WALL MOU TE0 SLOE C -TRACK 9 OR G (SEE DETAI 5 J, P, W OR Z FOR BOTTOM MOUNTING CONDITIONS) DETAL V NOTT3 3/ MAX DESIGN LOAD • s 47J3 P.8F. 5" LONG HANDLE RIVETED TO PANEL 1/4" EXISTING WOOD ROOF JOIST OR FRAMING MEMBERS SHALL BE PERPENDICULAR TO THE PANEL FACE TWO 1/4 °0 LAGS SCREW WOOD MEM ER EMB. 0.C. MAX. 1/4" MAX. EXISTING GLAZING 1/4 -20 x 1" STAINLESS S STEEL BOLT (TYP.) OUTSIDE WASHER (TYP) THREE - 1/4 "0 WOOD LAG SCREW W/ 2 -1/2° MIN. EMB. INTO WOOD MEMBER (#1 24° O.C. MAX. 4" x 1/4" x CONT. 6063 -T6 ALUM. PLATE- 014x 3/4" TEK SCREWS CO 12" 0.0 BETWEEN TRUSSES EXISTING GLAZING — XISTING CONCRETE. HOLL BLOCK OR TOP & BOTTOM) (TYP. O S CEILING/FLOOR MOUNT SECTION SCALE 3" n 1• -O" C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING THIS AN OPENING ( WITH PANELS INSTALLED FROM INSIDE. REFERENCE DETAILS .1, P, R OR 5 FOR TOP MOUNTING CONDITIONS. NOTE. USE OF DETAIL SHALL BE W CONJUNCTION WITH AN MAX. PANEL .HE EIHT. - &a.8' _ ' h 4WD VAtL LOAD • =7200 • HEADER OR • U • HEADER TOP MOUNT FJlF:`° O ,OP :DONAL INTERIOR FASTENING DETAIL ISOMETRIC" SLIDE TRACK ASSEMBLY - INSIDE MOUNT N.T.S. SCALE. 3" - 1' - 0" EXISTING WOOD ROOF JOIST SHALL BE PERPENDICULAR TO THE PANEL FACE 1/2" EXISTING PLYWOOD SOFFIT AND /OR STUCCO EXISTING GLAZING TO LOCK STRAP IN PLACE USE A THUMB SCREW OR A TRUSS HEAD BOLT TAP DRILL 07 1/4 -20 NC THREAD 1/4 -20 x 3/4" MACHINE SCREW W/ F SEE DETADLW. /16" I.D. AND 1/2" 0.0. x 3/16" MINIMUM NYLON BUSHING OR 1/4 -20 NUT(GALVANIZED) 1/16" MIN. Q • 5/4' SLIDE TRACK ASSEMBLY (BLOW UP) O Y • SCALE. HALF SIZE VI l 5/16" I.D. AND 1/2" O.D. x 3/16" MINIMUM NYLON BUSHING CR 1/4 -20 NUT(GALVANIZED) W MBED 5/8" MAX EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING (TYP. TOP & BOTTOM) 02 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/2» /4" CI CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING O WALL MOUNT SECTION SCALE . 3" = 1' -0" PBmmmer RENENPoA complying the FTxlda 0322- BUM Dade Dtelskes an lz 1/4" MAX. 1/4 -20 x 3/4" MACHINE SCREW STUD 81 12" 0.C. OR 12.5" 0.C. 1/4 -20 HEX HEAD NUT PRODUCT REVISED m xemplyteg wI9h On Merida Bgtdla0 Code Aectplaace Nn Expaadaa Darn z IAS NOTED 1 1 j J.W. l(nezevich Prefasskom No Engineer FL Memo No_ Pa NNISei 04/04/20061 06-3 sheet 4 of •-- "'• ANCHOR SCHEDULE • • • • • • MISTENRMAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS I • • • • • • • • • ANCHOR TYPE • • • • • • • • • L0A0 (WI F:S.F+ ttiy(• (SEE •ii • ii MIN. Y EDGE DISTANCE MIN. 7 EDGE DISTANCE SPANS UP TO , � • " 5•_0• , • j e NOTE 1) SPANS UP TO 8'-7" (sEE NOTE 1) SPANS UP TO 12 (SEE NOTE 1) SPANS UP TO 5•_0 (SEE NOTE 1 SPANS UP TO 8'-7" (SEE NOTE 1) SPANS UP TO 12 (SEE NOTE 1) CONNECTION 1 0 88 E 2 CJ NOTE C3 TYPE 3) 54 55 CONNECTION 51 (SEE 52 54018 53 TYPE 3 54 55 CONNECTION 51 (SEE C2 NOTE 53 TYPE 3 C4 55 CONNECTION 51 (SEE C2 NOTE C3 TYPE 3 54. 55 CONNECTION 51 (SEE 52 NOTE C3 TYPE 9 54 55 CONNECTION 51 (SEE 52 NOTE C3 TYPE 3) C4 C5 .... • 3.1_gH NOD �\--"" 7mar,U M DI $ illlllltl ; l11{V1ltiR._ ... �..,,, s `N / 3 16 16 16 16 16 16 16 13 11 16 16 16 10 8 16 16 16 16 16 16 16 16 16 14 16 16 16 12 10 16 • & _ 6 0 16 14 16 16 16 10 8 16 16 12 7 6 16 16 16 16 16 16 16 16 13 10 16 16 13 9 7 16 • jo. •• 13 11 16 r /144 7 6.25 16 15 8 6.25 5 15 16 16 16 14 16 16 16 • 10 8 16 16 10 8 6.25 16 *ILO MO 116 11 9 16 15 9 6.25 5 15 15 8 5.25 5 15 16 16 15 12 16 16 10 8 7 16 16 10 8 6.25 16 7 9147.Z P 1(1.9 122.0 5.25 5 16 15 8 6.25 5 15 15 8 5.25 5 15 16 10 8 7 16 16 10 8 6.25 16 16 10 8 6.25 16 11I1111M• • • • \111191 11\Y> •35.3 ; 6 16 16 16 16 16 16 16 12 16 16 16 11 9 16 16 16 16 16 16 16 16 16 15 16 16 16 14 11 16 647.4 16 6 16 16 16 16 16 11 9 16 16 11 8 5.2 °_ 16 16 16 16 16 16 16 16 14 11 16 16 14 10 8 16 - 0a81.3.326P.SJ.CO53C88T54 61.2 16 6 15 12 16 16 13 9 7 16 14 8 7 6 14 16 16 16 15 16 16 16 11 8 16 16 10 9 7 16 72.0 16 16 13 10 16 14 8 7 6 14 14 8 7 6 14 16 16 16 13 16. 16 10 9 7 16 16 10 9 7 16 122.0 15 9 8 6.25 15 14 8 7 6 14 14 8 7 6 14 16 11 10 7 16 16 10 9 7 16 16 10 9 7 16 .ffasaracom. *13=1=0=CM> PIaI 1..Y �� 11, : .. 0NG. 3J100 p C55aOETE) 35.3 16 16 16 16 16 16 16 15 12 16 16 16 11 9 16 16 16 16 16 16 16 16 16 15 16 16 16 13 11 16 47.2 16 16 16 16 16 16 16 11 9 16 16 12 8 6.25 16 16 16 16 16 16 16 16 14 11 16 16 15 10 8 16 62.2 16 16 15 12 16 16 15 8 7 16 16 9 7 6 16 16 16 16 15 16 16 16 10 8 16 16 11 9 7 16 72.0 16 16 12 10 16 16 9 7 6 16 16 9 7 6 16 16 16 16 13 16 16 12 9 7 16 16 11 9 7 16 122.0 16 10 7 6.25 16 16 9 7 6 16 16 9 7 6 16 16 12 9 7 16 16 11 9 7 16 16 11 9 7 16 �'" ( IP°It 1/ • 1 p0 Uh e111LaR0Rxsf ` I i 35.3 16 16 16 16 16 16 16 11 10 16 16 16 8 7 16 16 16 16 16 16 16 16 16 16 16 16 16 14 11 16 % • 47.2 16 16 15 13 16 16 , 16 8 7 16 16 12 6.25 5 16 16 16 16 16 16 16 16 14 12 16 16 15 10 8 16 I+ �, , - , .:.11( .2.2 %6, 6 11 9 16( a 14 5.25 5 16 16 9 5 4 15 16 16 16 15 16 16 16 11 9 16 16 11 9 7 16 16 16 10 8 16 16 9 5 4 16 16 9 5 4 15 16 16 16 13 16 16 11 9 7 16 16 11 9 7 16 22.0 16 9 5 5 16 16 9 5 4 15 16 9 5 4 15 16 12 10 8 16 16 11 9 7 16 16 11 9 7 16 35.3 16 16 16 16 16 16 16 16 16 16 16 16 15 12 16 16 16 16 16 16 16 16 16 16 16 16 16 16 15 16 ♦ 1/4 WC�PLBX OR 3.330 P1L CONCRETE) 47.2 16 16 16 16 16 16 16 16 12 16 16 15 11 9 16 16 16 16 16 16 16 16 16 15 16 16 16 14 11 16 62.2 16 16 16 16 16 16 16 12 9 16 16 11 10 8 16 16 16 16 16 16 16 16 15 11 16 16 13 12 10 16 72.0 16 16 16 14 16 16 11 10 8 16 16 11 10 8 16 16 16 16 16 16 16 13 13 10 16 16 13 12 10 16 122.0 16 12 10 8 16 16 11 10 8 16 16 11 10 8 16 16 14 13 10 16 16 13 12 10 16 16 13 12 10 16 ANCHOR SCHEDULE FASTENER MAXIMUM SPAONG (INDIES) REQUIRED FOR VARIOUS DEMON LOADS AND SPANS ANCHOR TYPE _. LOAD (WI P.S.R. MA X. (SEE NOTE 1) MIN. 314 EDGE DISTANCE SPANS UP TO 5' -O" (SEE NOTE 1) SPANS UP TO 8 (SEE NOTE 1) SPANS UP TO 12' -0" (SEE NOTE 1) CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) 54 55 CONNECTION C1 NEE 52 NOTE 53 TYPE 3) C4 C5 CONNECTION 51 (SEE C2 NOTE 53 TYPE 3) 54 55 I �� (100M /• 35.3 16 16 16 16 16 16 16 12 11 16 16 16 9 8 16 Lbro 1-. 4• 0 3 W / x' d °'o�>'irr7r 7.2 16 16 16 14 16 1•. 6 9 8 16 16 16 6.25 6 16 4 * 16 16 12 11 16 6 6 7 ..25 16 16 14 6 5 16 2.0 16 16 10 9 16 16 14 6 5 16 16 14 6 5 16 122.0 16 15 5.25 5 16 16 14 6 5 16 16 14 6 5 16 • 35.3 16 16 16 16 16 16 16 16 14 16 16 16 11 10 16 *gliErnarOn • +YY11 yR/ 1 ' w�} � +p T 47.2 16 16 16 16 16 16 16 12 10 16 16 16 8 7 16 62.2 16 16 16 13 16 16 16 9 8 16 16 14 7 6.25 16 72.0 16 16 13 11 16 16 14 8 .25 16 16 14 7 6.25 16 122.0 16 15 8 7 16 16 14 7 •.25 16 16 14 7 6.25 16 •••• ••• • • • •• • ••■• • • • • ANOIOR NOTES: 1. SPANS AND DESIGN LOADS SHOWN HERE ARE FOR DEfERMDING RCN_ OKA Y. ALLO I II1BLE7yyNBpTOR7NI PANEL SPANS FOR SPEOFIIC� LOADS �M Lm I na O71 2. ENTER _N R EGUAL TO T R� p a AND O SE �EGT WIN MATERIAL 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. X RS E VcSTR CC• IR1 FOR TUNER ANLQIOR TYPE BA ED ON TYPENOF 5, PMT O B T EDMMF E EN N X DEPT L POR LAG SAWS 55 HALL ONLY OTHER WALL EDGE N MANUFACTURER'S El0En 6. M S NO T E L PAS EKING 1 P LY I WM I GN WOOD FRAMtNG CONDITIONS E 7,C&TPET Xisairortrira S OSURE PIECES. N��� `pip L E F O R y � / pp �p � tilt1.) UP WHERE LAG g GE 7 . P L THE T R N P " oo EE S5 S _OR GREATERRODEN SITY. L SCREW HALLAUA S PAN D 064 HE H . B. N IONS U L T O � ANO H OPT p IO AL KEYHOLE WAS 5' OI 9. % DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. *10. NUT OR WASHEERW ANCHORS WHICH R ARE MOUNT ® 6 6 -1/4' 12" OR 12 -1/2' 0,C. MAX. SPACING ONLY. SPACINGS SHALL NOT EXCEED VALUE SPECIFIED N ANCHOR SCHEDULE. LOCATE PASTENER N NARROW PORTION OP KEYHOLE SLOT. REN D PRODUCT REVISED •3orpt1iM o8l i5,F d0S es complying with McPlei* .,.. .0 'Lt!1.OQ. BaE8m8 ` Da, '/ I71t ' 191 L JF L, 0) [ }} M [ OOINNEE 04/04/2006) I *35301601 I 0458 06 - 343 (sheet 5 of 6) • ANCHOR SCHEDULE IIE • • • • • • FASTViR MAXIMUM SPAIAIG (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS L 7nvJs 'ISOG • . • • • • • • • • • ANCHOR TYPE : • • • • • • • • 3 Vlfa� • • MIN. 2' EDGE DISTANCE MIN. 3' EDGE DISTANCE SPANS UP TO • 5' -0'• • • OiEE NOTE 1) SPANS UP TO 8' -7" (SEE NOTE 1) SPANS UP TO 12•_6•• (SEE NOTE 1) SPANS UP TO 5' -0" (SEE NOTE 1) SPANS UP TO 8' -7" (SEE NOTE 1) SPANS UP TO 12•_6•• (SEE NOTE 1) CONNECTION ••(SEE C1 C2 NOTE C3 TYPE 3 C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 55 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) 54 C5 CONNECTION 51 (SEE C2 NOTE C3 TYPE 3 C4 C5 CONNECTION 51 (SEE C2 TYPE NOTE 3 53 54 C5 CONNECTION 51 (505 C2 NOTE 53 TYPE 3 54 55 OW CONCRETE BJ.O.CK .,, s,iiHi ?li)ilh 35.3 ; 6 16 11 8 16 10 10 .25 5 10 7 7 4 3 7 16 16 14 10 16 12 12 8 6 12 8 8 5 4 8 ly)i}ij- • • • ^ V44• • M/ I/ • l •• �_.,"...„__ • Al 1 13 8 .25 13 8 8 5 3 8 5 4 3 7 5 15 15 10 7 15 9 9 6 4 9 5.25 4 4 3 6.25 •Ott 110 10 6.2" 5 10 6 4 3/ 6 5/ 3/ 5 11 11 8 6 11 5.25 5 4 3 6.2E 5 3 4 4% 4 5 5 F 7Re� x 9 5 4 9 5 3 3 ' 5 5/ 3/ 5 10 10 7 5 10 5 3 4 3 5 5 3 1' 2 2 3 3 T� 5 5 3/' 5 5/ 3/ 5 6 3 4 3 6 5 3 4 �9 5 5 3 ,. • • • , 35.3 16 16 16 12 16 13 9 7 13 9 9 6.25 5 9 16 16 16 15 16 16 16 12 8 16 12 12 8 5.25 12 6 ■6U%I95%W 4,7.2 . 16 12 9 16 10 7 5 10 7 5 5 3 7 16 16 15 11 16 12 12 8 .25 12 9 6.256.25 4 9 • • � • - 4 .,+ a s _._ .•. 2.2 ♦3 13 9 7 1 7 �6 5 4 7 5.2`_ 3 4 3 5.2516 16 11 8 16 9 7 ..2' 5 9 8 4 5 4 8 72.0 11 11 8 6 11 ,. 3 4 3 6.255.25 3 4 3 5.25 14 14 10 7 14 8 4 5 4 8 8 4 5 4 8 122.0 5.2E 4 4 3 6.2.2 3 4 3 6.256.25 3 4 3 5.25 8 5 6 4 8 8 4 5 4 8 8 4 5 4 8 *151E6MMatOs. *OD W 35.3 16 16 16 13 16 16 16 9 7 16 14 14 5.25 5 14 16 16 16 14 16 16 16 10 8 16 15 15 7 6 15 47.2 16 16 12 9 16 15 15 7 5 15 11 7 5 4 11 16 16 14 11 16 16 16 8 .2E 16 11 8 5 4 11 62.2 16 16 9 7 16 11 9 5 4 11 9 5 4 3 9 16 16 10 8 16 12 9 6 4 12 10 5 5 4 10 72.0 16 16 7 ..25 16 10 5 4 3 10 9 5 4 3 9 16 16 9 7 16 10 6 5 4 10 10 5 5 4 10 122.0 10 6 4 3 10 9 5 4 3 9 9 5 4 3 9 10 5.25 5 4 10 10 5 5 4 10 10 5 5 4 10 " p.e /T 8 '.. i141!;4111 .. � _,. I� J ia� .. .4 - 0 VF•f iY13 �. .35.3 16 16 12 9 16 13 13 7 5 13 9 9 5 4 9 16 16 16 14 16 16 16 11 8 16 12 12 8 6 12 ) 7.2 16 16 9 7 16 10 10 5 4 10 7 5 3 3 7 16 16 14 11 16 12 12 8 .25 12 9 5.25 6 4 9 2.2 - �� 4 3 7 42. 3 3 �.2e_16 16 11 8 16 9 7 4 9 8 4 5 4 8 72.0 11 11 6 4 11 5.2" 3 3 , .205.2_ 3 3 •.25 14 14 9 7 14 8 4 5 4 8 8 4 5 4 8 122.0 5.25 4 3 V, 3 3 /4.256.20 3 3 /66.25 8 5 5 4 8 8 4 5 4 8 8 4 5 4 8 35.3 16 16 16 16 16 16 16 12 10 16 16 16 9 7 16 16 16 16 16 16 16 16 13 10 16 16 16 9 7 16 V4IRC ILDf 47.2 16 16 16 13 16 16 16 9 7 16 12 8 7 5 12 116 16 16 13 16 16 16 9 7 16 12 8 7 5 12 62.2 16 16 12 9 16 12 10 7 5 12 11 6.2W.25 4 11 16 16 13 10 16 13 10 7 5 13 11 5.256.25 5 11 72.0 16 16 11 8 16 11 .2"x.25 4 11 11 6.255.25 4 11 16 16 11 8 16 11 5.2 .2 5 11 11 5.256.25 5 11 122.0 11 6.296.2" 5 11 11 -.2'_.25 4 11 11 6.296.25 4 11 12 7 6.25 5 12 11 6.2 ' 5 11 11 6.2 .25 5 11 MINIMUM STORM PANEL SEPARATION FROM GLASS POSITIVE DESIGN LOAD (W) (P.S.F.) ACTUAL SPAN IL) (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) 30.0 6' - 0" 2 -3/4 1 -1/4 8' -8" 2 -3/4 1 -5/8 12' -0" 3 -3/8 3 40.0 6' -0" 2 -3/4 1 -1/4 8' -8" 2 -3/4 1 -3/4 1V -3" 3 -3/8 3 50.0 6' -0" 2 -3/4 1 -3/8 8' -8" 2 -3/4 2 10' -4" 3 -3/8 2 -7/8 60.0 6' -0" 2 -3/4 1 -3/8 B' -8" G2-3/ .S 2 -1/8 9' -6" 3 -3 /B 2 -1/2 70.0 6' -0" 2 -3/4 1 -3/8 8' -8" 2-3/4 2 -1/4^ 8' -10" 3 -3/8 2 -3/8 80.0 5' -0" 2 -3/4 1 -1/4 6' -0" 2 -3/4 1 -1/2 7' -8" 2 -3/4 2 • •• • •8 • •• • •• • • •• •• • • ••• •. ••• I SEE PAGE 4 FOR COMPLETE ANONOR NOTES. 1 TABLE 1 NOTE 1. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. PANEL LENGTH. POSITIVE LOADS LESS THAN OR EQUAL TO THE NEGATIVE LOAD ARE ACCEPTABLE. FOR DESIGN LOADS BETWEEN TABULATED VALUES. NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. TABLE 2 NOTE: 1 ENTER TABLE 2 WITH POSITIVE DESIGN LOAD T DETERMINE MIN. STORM PANEL SEPARATION FROM GLASS. RENEWED PRODUCT' REVISED PROINICT a6e•Plglegat6t0e Fht1ld e3e31*1/111n .di5 theYknVe O.O I ISM* Cob Boldlog soft Amxplemee Nob / - *J. Z.p , i sla -te 1 1 Pueasa Min o :[.K?7fl - '"1 Armor Art, ar=r H „) D . :.,�/ aunt Can Division T A 8 L E 2 7 A B L E 1 MAX. ALLOWABLE STORM PANEL SPAN SCHEDULE DESIGN LOAD (P.S.F.) 30.0 33.0 35.0 40.0 40.7 45.0 50.0 55.0 59.3 59.3 62.0' 65.0 70.0 72.0 75.0 80.0 90.0 100.0 105.0 110.0 120.0 122.0 SPAN (FT - IN) 12 - 0 ' 11 - 10 11 - 7 11 - 3 11 - 2 10 - 11 10 - 5 9 - 11 9 - 4 9 - 2 8 - 10 8 - 8 7 - 11 7 - 8 7 - 0 6 - 3 6 - 0 5 - 8 5 - 3 5 - 2 OJ J.W. )Cnezevich RMesiaW Lapeer FL Liam. Noa PENM1 %1 f *3NOTEDJ Pitim filly 0 s 6 ( 04/04/2006 faiTi 06-3 sheet 6 of 6 Exterior Zones (5 - Walls) Negative Exposure C For the Pressures 146 Effective Wind mph Wind Zone Height (Maximum) Area (or, Tributary Area (or, Tributary 30 Area) in 40 Square Feet 50 60 10 20 -1.40 -1.29 -1.23 -1.19 -1.15 -1.13 15 -73.3 -68.4 -65.5 -63.4 -61.8 -60.5 20 -77.6 - 72.4 -69.3 -67.2 -65.5 -64 :1 25 -81 :0 -75.6 -72.4 - 70.1 -68.4 -66.9 30 -84.5 -78.8 -75.5 -73.1 -71.3 -69.8 46' ": :: • X 97: • • - P4.it • ° :.. •-91.4 • • . - 83.6 -87.7 • -90.9 -80.1 -84.0 . -87.0 -77.6 -81.3 -84.3 -75.7 -79.3 -82.2 -74.1 -77.6 -80.5 g0 • :. • 6U •°: • Interior Zone (4 - Walls) Negative Pressures Exposure C For the 146 mph Wind Zone Height (Maximum) Effective Wind Area (or, Tributary Area) in 40 Square Feet 50 60 10 20 30 -1.10 -1.05 -1.02 -0.99 -0.98 -0.96 5 4.7 -56.9 -55.5 -54.4 -53.6 -53.0 20 -62.9 -60.3 -62.9 -58.7 -61.3 -57.6 -60.2 -56.8 -59.3 -56.1 -58.6 25 -65.7 30 -68.5 -65.6 -63.9 -62.8 -61.9 -61.1 40 -72.6 -69.6 -67.9 -66.6 -65.6 -64.8 50 -76.1 -73.0 -71.1 -69.8 -68.8 -68.0 60 -78.9 -75.7 -73.7 -72.4 -71.3 -70.5 1 Interior & Exterior Zones (4 &5 - Exposure C For the Walls) Positive Pressures 146 mph Wind Zone Height Maximum) Effective Wind Area (or, Tributary Area) in Square Feet 10 20 30 40 50 60 1.00 0.95 0.92 0.89 0.88 0.86 15 4.7 52.3 50.8 49.8 49.0 48.4 20 58.0 55.3 53.8 52.7 51.9 51.2 25 60.5 57.8 56.2 55.1 . 54.2 53.5 30 63.1 60.3 58.6 57.4 56.5 55.8 40 67.0 64.0 62.2 60.9 60.0 59.2 50 70.2 67.0 65.2 63.9 62.8 62.0 60 72.8 69.5 67.6 66.2 65.2 64.3 RAMMS ENGF EEpRI'' G, C 2100 W 76 ST. #311, HIALEAH, FLORIDA, 33016 Robert S. Monsour, P.E. Fl # 11955 / 0006024 Kd = 1.00 FLORIDA BUILDING CODE. 2007 ASCE 7 -05 WIND CODE DESIGN WIND LOADS (LBS /SQFT) FOR 146 MPH ZONE Lengtltpf'1;ield ZQol; 0)1 10% of (oast horizontal dimension or .4 h, whichever is smaller, but nOtles • thar?il%elf I st do iz ®ntal dimension or 3 ft. (h = mean roof height in feet). • • ••• ••° • • • • 55. AN 8 ° /0•4 4UCTIQII.Q[ LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT ROOFS • • • • • •• • •• • • • • • • • • ••• • • • • • ••• �• •• •