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145 NE 98 St (5)Issue Date: 8/14/2006 Owner's Name: JEFFREY CHASE Permit Type: Windows /Shutters Work Classification: Shutters Job Address: 145 98 Street NE Miami Shores Village, FL 33138- Contractor(s) Phone RICHMOM CONSTRUCTION CORP 305 - 663 -0543 Yes Primary Contractor Comments: STORM PANELS Additional Information Type of Work: SHUTTERS No of Openings: 14 Additional Info: Classification: Residential In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Fees Due Amount CCF $1.20 Education Surcharge $0.40 Permit Fee $240.00 Scanning Fee $12.00 Technology Fee $6.00 Total: $259.60 Building Department File Copy Applicant Signa . re Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 02/10/2007 Invoice Number WS - 8 - 06 - 25824 Total: Parcel #: Block: Section: Total Square Feet: 0 Total Valuation: $ 1,800.00 Re • uired Ins • ections Shutter Attachment Shutter Final Amt Due $259.60 �f Cg— 14 Permit Status: APPROVED Permit Number: WS - - - 2101 Phone: 1132060132311 Lot: PB: Amt Paid 1 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. 4 Inspection Num Inspection Date: 11/29/2006 Inspector: Grande, Claudio Owner: CHASE, JEFFREY Job Address: 145 98 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: RICHMOM CONSTRUCTION CORP Building Department Comments Tuesday, November 28, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Shutters Phone Number Parcel Number 1132060132311 Lot: Phone: 305 - 663 -0543 Page 2 of 2 Passed a t VA 0 � Inspector Comments 5/1-ate- 62A 4-Q -P w- (-4A -4's 4) 2,( eA/6,P atut. , 4,, aoR--, �„, Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until 4 Inspection Num Inspection Date: 11/29/2006 Inspector: Grande, Claudio Owner: CHASE, JEFFREY Job Address: 145 98 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: RICHMOM CONSTRUCTION CORP Building Department Comments Tuesday, November 28, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Shutters Phone Number Parcel Number 1132060132311 Lot: Phone: 305 - 663 -0543 Page 2 of 2 Revision is OK. Pending installation of all shutter panels for final inspection . 11/27/06 CG. Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP -24280 Permit Number: WS -8 -06 -2101 Inspection Date: 11/27/2006 Inspector: Grande, Claudio Owner: Job Address: Project: <NONE> CHASE, JEFFREY 145 98 Street NE Miami Shores Village, FL 33138- Contractor: RICHMOM CONSTRUCTION CORP Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 l Block: Permit Type: Windows /Shutters Inspection Type: Shutter Final Work Classification: Shutters Phone Number Parcel Number 1132060132311 Lot: Phone: 305 - 663 -0543 Monday, November 27, 2006 Page 1 of 2 ulr3loe Miami Shores Village AfAst-L^- Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION Permit No. FBC 2004 BY. CLL..— Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) — r e- Fr R E y e G Phone # dl Owner's Address f T 5^ 9' 0 9r /( L City( (fir ( elm t State FL Zip 3 3/3S Tenant/Lessee Name Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # / / 3 2-0,6 0 j3 Is Building Historically Designated YES NO ✓ Contractor's Company Name n- f CI- f M 0 /4 60 NS T (it'C u0,4 Phone # Contractor's Address . 7P(7 " 5 vJ ,-- City / ,a ' .-' / State <- Qualifier Name /1 /3 /'f' % c:j (1 , j 7,? e-.1'/ 5 State Certificate or Registration No. C ‹> G < 6 Certificate of Competency No. Architect/Engineer's Name (if applicable) Value of Work For this Permit $ Type of Work: ❑Addition ['Alteration ['New Describe Work: Submittal Fee $ Notary $ Scanning $ Bond $ Structural Review. $ Permit Fee $ Training/Education Fee $ Radon $ Code Enforcement $ Phone # Zip Phone # — 67-3 3 Phone # Square / Linear Footage Of Work: ❑ Repair/Replace *************************************** eb *******, r**, r** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** DPBR $ CCF$ Technol Double Fee $ Total Fee Now Due $ Permit No. g'O ' – 2-167 3 05= 66 3- CO /CC See Reverse side –* ❑ Demolition NOV 1 4 PAID Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be asproved and . einspection fee will be charged. Signature Contractor The foregoin ent was acknowledged before me this / The foregoing instrument was acknowledged before me this /� day of 20 16 , by L� hia�z , day of 7/4"/ , 206 (, by , ' zte- , Z.,, _ , .�g,,,r who is personally known to me dE who has produced who i( personally known t me or who has produced wner or Agent As identification and who did take an oath. NOTARY PUBLIC: Signature NOTARY PUBLIC: as identification and who did take an oath. � 1 r„,, ELOISE CUETO Sign: �-�� = COMMISSION q DD 521700 Sign: Print: i Bonded Ibru Notary Public Underwriters Print: ,. EXPIRES: dune is 2010 ;: MY COMMISSION p DO 521200 EXPIRES: June 14, 2010 My Commission Expire �Rt,t: eonded Notary Public Unde,wrRe,s ************************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * *°` APPLICATION APPROVED BY: / / � Plans Examiner Engineer My Commission Expires: (Revised 02/08/06) Zoning 0 Bill To I JEFFREY CHASE 145 98 Street NE MIAMI, FL 33138- Return to: I Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Date Fee Name 11/13/2006 Notary Fee 11/13/2006 Scanning Fee 11/13/2006 Revision Fee Monday, November 13, 2006 Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Invoice Number: WS -11 -06 -26699 Invoice Date: November 13, 2006 Permit Number: WS-8 -06 -2101 Permit Type: Windows /Shutters / Work Classification: Shutters Fee Type Fixed Calculated Calculated Total Fees Due: $43.00 Fee Amount $5.00 $3.00 $35.00 BUILDING CODE COMPLIANCE OFFICE(BCC PRODUCT CONTROL DIVISIO . tTA NOTICE OF ACCE Hurst Awning Company, 6865 N.W. 36 Ave. Miami, FL 33147 r atEgWEl BY: _,! - -,. 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.gov 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:th .t ht to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division dial 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 Hig1 Velocity Huy - jive Zone of the Florida Building Code. •••• DESCRIPTION: 0.035" (min.) Steel Storm Panel Shutter Systems • •: ": •• • •• • • • APPROVAL DOCUMENT: Drawing No. 05 -343, titled "20 ga. Steel Storm Panel ", sheets J.tbrough b of t, prepared by Thornton- Tomasetti Group, dated June 28, 2005, last revision #1 dated July 13, 20x6; signed, sealed by V. J. Knezevich, P.E., bearing the Miami -Dade County Product Control RevisioiX stagy with died gtIce of Acceptance number and expiration date by the Miami -Dade County Product Control Division. • • • • • • . • • MISSILE IMPACT RATING: Large and Small Missile Impact •• • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal applicatio been filed and there has been no change in the applicable building code negatively affecting the perform TERMINATION of this NOA will occur after the expiration date or if , i r ge i the materials, use, and/or manufacture of the product or process. Misuse of product, for sales, advertising or any other purposes shall automatically t 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 C orid. , and 6110 ed by the expiration date may be displayed in advertising literature. If any portion of the NO " is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 02- 0315.11 and consists of this page 1, evidence submitted page E -1 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E. `� / h CO •••• NOA No 05- 0712.03 Expiration Date: 02/16/ 2007 Approval Date: 08/24/2006 Page 1 •••••• • ' • •••••• • • •••••• • • ••••• • •••••• • • • •••••• • • •••••• • • Hurst Awning Company, Inc. 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #02- 0315.11 A. DRAWINGS See NOA 02- 0315.11 (General Notes) B. TESTS See NOA 01- 1224.01 C. CALCULATIONS See NOA 01- 1224.01 D. MATERIAL CERTIFICATIONS See NOA 01- 1224.01 E. STATEMENTS See NOA 01- 1224.01 F. OTHER NOA 01- 1224.01 B. TESTS 1. None. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. E -1 • • • • • .. • •..... • ...... • . • • • .. 1 1 • • ..... . oo • • 2. NEW EVIDENCE SUBMITTED •••• 1111. A. DRAWINGS • • • • •. 11:11 1. Drawing No. 05 -343, titled "20 ga. Steel Storm Panel ", sheets 1 through.4 pf 6, prepared " • •; • ...... by Thornton - Tomasetti Group, dated June 28, 2005, last revision #1,kated July 12, 2006, • . signed and sealed by V. J. Knezevich, P.E. • . • . 1111 • . .... ...... C. CALCULATIONS 1. Revised anchor calculations, dated June 10, 2005, pages 1 through 49, prepared by Thornton - Tomasetti Group, signed and sealed by V.J. Knezevich, P.E. on June 10, 2005. • • • ...... Helmy A. Makar, P.E. Product Control Examiner NOA No 05- 0712.03 Expiration Date: 02/16/ 2007 Approval Date: 08/24/2006 ...... • • • • •• • 1111.. • • •••.1. 1 THE SET FOR THE ISSUANCE OF A NOTICE OF ACCEPTANCE (D 8Y MIAN -0ADE COUNTY PRODUCT CONTROL DIVISION FOR THE NOM VELOCITY HURRICANE ZONE UIVHZ) OF THE FLORIDA BUILDING CODE 2004, WITH 2005 SUPPLEMENT. 2. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED N THE DESIGN OF THIS PRODUCT. WIND LOAD DURATION FACTOR Cd • t6 WAS USED FOR WOOD LAG SCREW DESIGN. DETERMINE THE 3. WIND VELO YNEGRIMW WA D LOAD CALCLILAT MAC ORO NCE M H ASCE 7 2 A DIRECTIONALITY FACTOR OF Kd •0.05 SHALL BE USED. 4. THESE APPROVAL DOCUMENTS ARE GENERIC AND DO NOT INCLUDE INFORMATION FOR SITE - SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM. 5. USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 61015 -23 OF pppo THE FLORIDA ADMINISTRATIVE CODE. N p p D I L �p 6 HEREIN A O THE CON RACT VER F ES TNA7 iMe E M S %ITTO/G ST UCTURE OES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 7. ANY MODIRCATIDNS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL DOCUMENTS. B. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS, THE BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS. A) PREPARE D REQUIRE THAT SPECIFIC DOCUMENTS REGISTERED ARCHITECT, SIGNED, DATED CNi 1115/14019 E DETAIL FOREVIEW TI AS CONDITI 70 SHALL 110 BUILDING OFF) AL P000U B) SECURED THAT THE MIAMI DA COUNTY APPROVAL CONTROL DIVISION AND ZONE NE THE EAS ONLYOlOPTIIODEVIATIONS -B' LL OCCUR WITHIN BY HIGH VELOCITY NHOFFICIAL. 9. PRODUCT MARKINGS SHALL BE WITHIN 1Y OF ONE END OP THE PANEL WITH A MINIMUM OF ONE MARKING PER PANEL AND SMALL BE PERMANENTLY LABELED AS FOLLOWS. HIR ST AFN CO.. NC MIAMOADE CO BIZ OUCTLON CONTROL APPROVED 10. ALL TENSILE WASHERS R STRENGTH SHALL 60 KSGOR APPROVED COATED HARDWARE. A 1L 50 GRADE 50 5 060 6ALVANREO CDATIN6.I ALL EXCRUOSIONS SHALL Wain ALUMINUM. U.d.N. 12. BELOW TYPE E PROVIDED THAT THE SP S USED AO OP ESS. AND THAT THE SEOARATION GLASS HIS 2 OR MORE BUT LESS THAN 13. DIE CAST ALUMINULM 1M4ASLN1vERED WINGN 1 1500 TYPICAL E . ATM ©S TO ALL51"FP11T a 6 /// 0p���*0{U6p 60 ff e 5 BAR USN j 4-200 %A3�SS 1REQUIRED. BOL 5 ELEV S) 10 & IVHPANELS. FASTE PANEL MIDSPAN 14. DICTCTTATE.PANELS MAY BE MOUNTEDAHORIZON LLY INHERE APVICAELC CI %ttPT FOR T' AND - U' HEADER MOUNTING CONDITIONS. L IS. AT LEAST LOCATION 0 0N ANY OP THE COMPONENTS OP THE STORM PANEL SYSEM CONSPICUOUS III INSTALLED WHEN REQ ED. A L AB O LS HALL Bt WIT ►!R NI ADHESIVE OR MECHANICALLY. 16. WHEN TESE ORRA IS CIS INCLE 1 0F 6 AN 12 B UT FASTEENER USED ALL NOT EXCEED THAT SHOWN IN ANCHOR SCHEDULES. 0 TYP. OVERLAP FASTENERS TYP. I5EE NOTE 0 12 ALUM. ANGLE CLOSURE PIECE. 1••2'• .055 MN. TO 2' 5'• .055 MAX. 1/4 MAX EXISTING STRUCTURE 1/4 MAX. 0 i R TY 2.250 WIDTH UNLIMITED (PERP. TO PANEL SPA SECTION OVER AP FASTENERS L OPT OHAI BAR I5 E PLAN VIEW LN TES 12413) TYPICAL ELEVATION N.T.S. 2.061- O SCA M - o - ACROSS FLATS .1=0. GAUGE I WASNBQD NUT MUST BE NAM OVER PORT ON OF RENOIR ROT. © WASHERED NUT 8 B SCALE . HALF SIZE' R .250• 0, TYP.(OPTIONALI SEE TYPICAL ELEVATION & NOTE 12 & 13. EXISTING FASTENER • 12 0.5. FOR DESIGN LOADS STRUCTURE FOR DESIGN OR OADS GREATER THAN AN 14E 0.1. 9.5.P. � 15,E ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) Il AAI VIEW / CLOSURE DETAILS SCALE. 1 -1 /2' • 1' -0- WIDTH UNLIMITED (PERP. TO PANEL 5PAN1 MOUNT SECTION WIDTH UNLIMITED r (PERP. TO PANEL SPAN) Y SECTION WIDTH UNLIMITED MOW/T IPERP. TO PANEL SPAN) ) `TOP SECTION / MOUNT VEIN t e VEW w O i R A ` L 9 BOTTOM 1 P T BOTTM O t L BOTTOM MOUNTM ti �, 4 MUM - i MOUNT 2 4 MOUNT TYP OVER AP ASTENERS 4 HT Y P) ITYP1 OPT ONAI. BAR ISEE PLAN ppiOp BOL75 flEgtrM TO NOLO PANEL SEAMS NO BOLTS REOU RED TO HOLD PANEL MAW VIEW & NOTES 2 L 151 TOGETHER FOR TNI5 MOUNTING COMMON., TOGETHER FOR 1111.9 MWNING CONDITION.) TYPE l TYPICAL ELEVATION - TYPE 11 TYPICAL ELEVATION - TYPE III N.T.S. N.T.S. 2.350 (DIP HEADER ANGLE 3 SCALE . 3" • 1' -0' r; SCALE . 3 • 1• -0 I $r 16 GA. rrog SPRING O�y © EL �1R aar (l' 1M_ SILT L RA 9 A C• 7��' S E . 3 " • i D E SCALE . 3" • 1'-0� • • • • • •• • • • • • • • • y • • • 1/2 MIN. OVERLAP R.250 PRODUCT MARKING LOCATION © STORM PANEL SCALE • 3 • 1' -0 .045• I 3.310" 1 ALUM. ANGLE CLOSURE PIECE 2• 5 - • .12 • R • E0 • TNI* • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • •• •• ••• • • • ••• • • ` 7 ze16 `Lno ej.3 7 .751 6.00 I YYYY _�OUIRET� OPENING MAY BE +! FULL PANEL HALF PANEL .125 TYP. 5.00 MAX. 1 2.00 1 2.940 . 315- .06 3.107• 11.1M -j OR IRE 1111 LOA O.C. 0• LESS THAN R QUA TO 140 P. F.L• 6'O,( FO DESIGN LEADS (51.0 * MAAtb P.S.P. (SEE ACCEPT SCHEDULE FOR ANY ACCEPTABLE ANCMORI ••• • • • •• • ••• • • • • • • .125 TYP. 1/4 -20 • 3 /4' MACHINE SCREW STIR PUNCHED INTO ANGLE TEE DETAILS FOR SPACING) .125 TYP 1_2.00 PLAN VIEW (Z) ANGLE Y -O- E ®STUDDED ANGLE SCALE . 3' • 1' -0 TYPICAL ELEVATION - TYPE IV N.T.5. SEE GENERAL NOTE 4916 THIS SHEET. 2.000• 1.500 2.000 12.500' COVERAGE 13,710 - 14.250 FULL PANEL © STORM PANEL ©STORM .090 UJ� .313 I .469 (TYP) re L!0 OPTIONAL 2.000 OAMAC 3 ALLOY) WASHERED (7) 51: ' SCALE 3 CK ©WINGNUT 7 SCALE . 3' • • 1' -0' s SCALE . 3 • 1• -0' • PRODUCT REV)S5D BE GOap)yie 99iiic (Ne ds:1ga Dldding CGdT Acuptair_ fio O ESpic tioa Dr.:: M Pm D:dy ?L's; Co.li;ci Diviiioo PLAN VIEW PRODUCT MARKING LOCATION C J Knezevich Pid,Ubn•I PL licros N • _f r °id O6/28/2 •4 - o IASNOTEDII Mco 1 05-343 s heet 1 of 6 EXISTING CONCRETE. HOLLOW BLOCK . OA W000 FRAMING SEE MIN. SEPARATION FROM GLASS SCHEDULE (SHEET 5 OF B) EXISTING CONCRETE. HOLLOW 0100! OR WOOD FRAMING GLASS OR 000R GLASS 0 n OR DOOR I SEE MN. SEPARATION FROM GLASS SCNEOOLE (SHEET S OF 01 EMBED /0' 74007 --* nAZ. ANGLE TO WALL DETAIL EMBED. 1TYP.1 C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING e FONT. IJ® C3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING O WALL MOUNT SECTION SCALE: 3" N 1' - 0" WOOD FRAMING CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING O WALL MOUNT SECTION SCALE( 3" R 1' - 0" 5 1/6 -20 MA HIKE BOLT & WINGNILT OR WASHERED NUT ( 6' 0.C. FOR TYPE 0 AND 0 12 0.C. FOR TYPE RI & TYPE IV PANEL TO ANGLE DETAIL 1/4' MAX 1 CONNECTION TYPE ` 1/4 -20 MA MINE BOLT L - WOOD FRAMING REFERENCE ANCHOR WIS T 0R ,,,,,,s,,,,,,0 NU 0 6' O.C. FOR SCHEDULE FOR MAX. TYPL u AND 0 12' G.E. SPACING FOR TYPE N & TYPE IV ANGLE TO WALL DETAIL PANEL TO ANGLE DETAIL 1/4' MAX SEE MN. SEPARATION FROM GLASS 5 HEDULE I5HEET 5 OF 0) GLASS OR 030 C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. I. EDGE DIST. SPACING- EMBED. ITYP.1 SEE MIN. SEPARATION FROM GLASS SCHEDULE 15HEET 5 OF GI-- - GLASS OR DOOR - aONT. - M EMOEp. 1 5/AX. F' • I j • y EDGE DIST. EXISTING CONCRETE. HOLLOW BLOCK /0' OR W000 FRAMING MAR. 7 EXISTING STRUCTURE 1/4' MAX — 1 -20 MA {M1N0 BOLT a WG T ( 0 � OR WASHERED NUT 6 0.C. FOR TYPE 0 Alm 1r O.C. FOR TYPE 01 a TYPE W IN CONNECDON TYPE REFERENCE ANCHOR SPACIING SCHEDULE FOR MAX. F OR MOUNT SECTION SCALE: 3" = 1' - 0" Y 6Q[ S[[ MIN. SEPARATION L ONT. FROM GLASS SCHEWIE ISMEET 1/4 • a 1 - 3/4' S.S. LAG • • • • 1 /a -20 MAf BOLT a 0 1 ' O.C. W/ 1 - 1/2' W I..20 I J , (y OR MASM[RLD • PERta I0s 1T0•IOOD •TYP[ R 0 L r - ' VRE T� O- 2- /a1 a s -fyf S. • I •R T T E IV • LAG ® 24'Q .X • • • • W/1 / P ET TI • ••• • N C NT - OFETU� • • • • • • EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING -- 2Slf 1 •• • • • W000 CONT. • • • • NOTE. THIS 0ETA0. MAY BE USED AT TOP OR BOTTOM 01 PANELS. • • NOTES USE OF T•S 01PAILAS 1.11411TF0 TO s2$ S . • • • • • • • • • • • • O • WALL Male • • • E SCALE: 3" = 1' - 0" • • • • ••• ••• • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • ••• • • • • •••• • • • • • • • ••• • • • • •• •• • • ••• • • GLASS OR DOOR— EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMN EXISTING STRUCTURE GLASS OR DOOR 5 /B' O WALL MOUNT SECTION SCALE: 3" a 1' - 0" /0' AX. O CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/4 -20 MACHINE BOLT L NUT 0 12' 0.0. STAGGERED ITV., TOP L BOTTOM) 1/4' MAX. SEE MIN. SEPARATION FROM GLASS SCHEDULE (SHEET 5 OF BI ©CONT. O TOP & IT T TOP & BOTTOM JE O BUILD -OUT MOUNT SECTION SCALE: 3" = 1' - 0" C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING TYP. TOP & BOTTOM. USE REMOVABLL FASTENERS @ 6-O.C. MAX. FOR TYPE I L 11 OR 0 12' 0.0. MAX. FOR TYPE 01100 NOT USE WHERE ANCHOR SC1180ULE SPACING IS LESS THAN 6 0.C.1 EXIST NG CONCRETE, HOLLOW BLOCK OR W000 FRAMING —0 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING • 510E CLOSURE REO'0. ISLE PLAN VIEW) 1/4 -20 MAINE BOLT & WINGN (2) OR WASHERED NUT 0 6 0.C. P0R TYPE II AN0 @ 12' •C. FOR TYPE 10 & TYPE IV PRODUCT REVISED as compyim,{ n!(fu Goo 1'1:1 AGid`D=Cod: AarpL.Ire No05- /Z•o3 Ex'ir(1Srv" 007 Oy rCJCol i ,a. i Dud rc�r7 fw1rD1 Di \ tsI.IG �--` 06/28/2005 [NOTED}[ba7mco] l� VIK � \1GJ 05-343 Woof 2 of 6 8 0 GLASS o OR 0000 TOPL OM ll ulg r EXI5TIN0 00 160TEE. H01100 BLOCK NNECTION TYPE OR WOOD FRAMING (SEE ANCHOR 5.01 � RENCE ANCHOR BASED ON Type aP 4 DULE FOR MAX. sTRUCTURE) - SPACING 1 � . SIDE CLOSURE REIM. (SEE PLAN VIEW1 ` 5/8' NQT� - THIS DETAIL MAY BE USED AT TOP MAX. OR BOTTOM OF PANELS. EMBE ® CONT. THREE 1/4'0 WOOD LAG SCREWS W/ 2-1/4 EMBED. 0 24" O.C. MAX CONT. 4" 6 .250" ALUM. PLATE OVER WOOD MEMBERS SEE MIN. SEPARATION OM GLASS SCHEDULE (SHEET 5 OP 01 SEE MIN. SEPARATION PROM GLASS 5CKE0. (SHEET 5 OF 31 1/4 -20 MACHINE BOLT L NUT 012' O.C. 1 - 1/2" 1 - 1 /2" (MAX. DESIGN LOAD • 72 051) g 7/4 -20 MASMINE BOLT L WINO T B OR WASHf0E0 NUT 0 6' 0.C. FOR TYPE II AND p 12' 0.0 FOR TYPE 01 & TYPE IV HEADERS L 3 CANNOT B1 0510 COM&NATI WI K TM5 DETAL. O ALT. BUILD -OUT MOUNT SECTION SCALE: 3" = 1' - 0" O SOFFIT CONNECTION DETAIL SCALE( 3" • 1' - 0" ®2'x 2'a .125" IU0. 5100 ANGLE W000 POOP TRUSS OR FRAMING MEMBER SHALL BE PERPENDICULAR TO PANEL 014 5M5 BETWEEN TRUSSES 0 12' 0.0 STUCCO FINISH OR PLYWOOD SOFFIT 1/4" MAX. EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE! SEE MIX. SEPARATION FROM GLASS SCHEDULE (SHEET 5 OP 61 O EXISTING CONCRETE X HOLLOW BLOCK O 6(001 FRAMING (5 L E ANCHOR 00 SCHEDULE 0P BASED TYPE 01 OF sraucr0 aE) HI10. 5 /6" 1770.1 NOTE, THIS DETAIL MAY BE USED AT TOP 012 BO77001 OF PANELS. (TA WALL MOUNT DETAIL SCALE: 3 " =1' -0" SEE MIN. SEPARATION FROM GLASS SCHEDULE SHEET 5 OF EI — GLASS OR DOOR 3/ PLY0000 2'x4'1 /O' CONT. ALUM. 7 (0 063 - 76) CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/4 -20 MA MNE BOLT L WING. T OR WASMERED NUT p 6' O.C. FOR TYPE OAND p 12 00. FOR TYPE 41 & TYPE IV EXISTING CONCRETE. HOLLOW BLOCK OR 0000 FRAMIN0 15EE ANCHOR SCHEDULE BASED ON TYPE OF 5TRUCTURE) o e E 1/4 -20 MA9.O BOLT IN L WGN T O R WASMERED NUT 6 O.C. FOR TYPE 0 Al0 012- 0.C. FOR TYPE 01 L TYPE IV X ff MAX. 1 /0' TILE FINIS. MATERIAL I/4 - 0 POWERS RAWL CALK -IN 0 6 12" O.C. V/170 7 /0' MIN. EMB.IN CONC. O ' O.C. IN HOLLOW BLOCK OR 1/4'S LAG 5C0E0 0 12" O.C. W/ 1 -1/2" MIN. EMB. IN WOOD. WOOD SHALL BE OF SPECIPIC GRAVITY "0" OF 0.55 OR GREATER EMU ©2' a 2 • .125' ALUM STUD ANGLE 1/4 -20 IN MA ME BOLT L WWON}}LL IV OR WASMERED NUT (0AI p 6• 0.C. FOR TYPE II'"'oL II ARID p 42' O.C. FOR TYPE 111 L TYPE 1V 1/2 0 THRU BOLT 0 12" 0.C. 1/4'0 POWERS RAWL CALK -IN 00 12 O.C. W TN 7/0" MIN. EMI. IN CONC. OR 11' 0.C. IN HOLLOW BLOCK OR 1/4'0 LAG SCREW 0 / 0000 SHALL BE OF SPECIFIC( IN WOOD GRAVITY 'G" OF 0.55 OR GREATER •• ••• • • ® 2" a 2'•i 1/0' CONT. /pUM. f.s4 60 )13 • • • • 5 /I' MAX. • • • O • • • • • • • • (MAX. DESIGN LOAD ?A PSFI • • • • • • • • • • • • TWO -3/16' ALUM. POP RIVETS 0 12' O.C. SCE MIN. SEPARATRN FROM GLASS SCHEDULE (SKEET 5 OP 0) 3 04 a ET oB M~ LIPS PER HOLE 0 6' O.0 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. MAX. SPACING O ALT. WALL MOUNT W/ SPRING CUP (SILL ONLY) SCALE: 3" = 1' - 0" BE Ili u=iOlEDmiMALI ml D EXISTING CONCRETE - - 1/4'0 POWERS RAWL CALK -IN 00 4'O.0 W /T /0' SPIN. EMB .1N CONC. W/ 1/4 -20 MACHINE SCREW NO10 TNI5 DETAIL MAY BE USED AT TOP OR 0077061 OF PANEL. (MAX. DESIGN LOAD 2 72 ASP) • • • • • • • • ••• • •• • ••• • PASS THRUI DUN. • • • • • • • • EDGE MO DETAIL O O SCALE. 3" P' • -•0" • • • • • • O SCALE, 3" = 1' - 0" •• • •• •• •• • •• •• • • 1/4 -20 S.S. BOLT L W0GNUT 0 PANEL MOSPAN OR p 51' 0.C. MAX (TVPI MIN. 2' 6 2' 6 .120" CONT. 6063 -76 AL. ALLOY OR 18 GAGE GAL, STEEL ANGLE -- - - O CORNER DETAIL SCALE: 3" = 1' - 0" Q$ 2 OR 2' 6 5' x 1/8' 6063 -76 *100. ANGLE 052'6 3 /O "TO 2 "65'61/5' 6063 -76 ALUM. ANGLE W/ 1/4'6 STUD 0 12' O.C. O tOA STORM PANEL OO STORM PANEL PRODUCT R.E .VISED e3 EDmPIYi•O w (01 NiD2QI 60)31115 Code aL ; No0 -. Z. F.TPic•t Da: e duet Control 007 Vj. Knezevich )00!00501 RA0na• FL license No 10981 co 0 03 02 ' 0 ' 550TED1 I mmn b OCR 1 05-343 sheet 3 (7f-6 741 I ••• • • • • • • • • • • • • • • • ••• • • • • • •• •• • • • • • • • • ••• • • • • •• •• • • ••• • • © r a 2' z .125' ALUM. STUD ANGLE 1/4 -20 MA MWE BOLT L 1.1 .T B OR WASMEREO NOT 6^ 0.0 FOR TYPE II AND 012 0.0. FOR TYPE 111L TYPE 17 -- E015TING CONCRETE. HOLLOW 131.0CK OR WOOD FRAMINO MAX. .8215, THIS DETAR MAY BE USED AT TOP OR BOTTOM OF PANEL. (MAX. DESIGN LOAD 2 72 050) O EDGE MOUNT DETAIL SCALE: 3" m 1' - 0" 2"•2 "K .055^ 6063 -76 CONT. ALUM. TUBE EXISTING CONCRETE. HOLLOW BLOCK OR 0000 FRAMING +O6 1/4 -20 MACHINE SCREW STUD W/ • NUT GI 6^ 0.C. ANGLE TO ANGLE 1t CONNECTION L - 5/16 - 0 POWERS CALK -01 10 6" O.C. 0/ 1 MIN. EMBED. INTO CONC. OR HOLLOW BLOCK W/ 5/16 -18 MACHINE SCREW Q 2^ • 5 • 1/0" CONT. ANGLE 6061 -06 ALUM. W/ 1/4 STUD 0 12" O.C. 6 •0 © 2" • 2 • .125" ST000E0 ANGLE - 1/4 -20 41ACHIME SCREW 0 0" 0.C. 1/4^0 POWERS CALK -IN W/ 710 MIN. EMBED. IN CONE. 0 12 O.C. OR HOLLOW BLOCK 0 6" O.C. NOTE, THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. (MAX. DESIGN LOAD • 72 P501 0 2° x 2 ALUM. TUBE BUILD -OUT SCALE: 3" m 1' - 0" 5/0 MAX. 1/4 MAX MIN. 1/L P OWERS CALK -K- 01 N. EMBED. L 0 0. 4 0.O.C. IN INCO 0 6I O. C. IN CLOCK WITH 46 -4- 20 MACHINE SCREW t /4'O MCME 0011 • 12' O.C OI -O6 f 4114 • 2 • 2 • .125^ STUDDED ANGLE 4/4-20 MACHINE BOLT L 0 (505}}(( , 7 (0) OR WASNERED NUT (00 0 6 0.C. FOR TYPE TT'�L R AND 0 12 O.C. FOR TYPE 01 L TYPE 1V 2 I/2 0— 01AX. DESIGN LOAD • 72 PSF1 O ANGLE TO °U° HEADER BUILD -OUT SCALE: 3" m 1' - 0" TWO - 5/16 POWERS CALK -IN • 3 -1 /12• 0.0.14/ r MIN. EMBED. IN CONC. OR HOLLOW BLOCK 0/ 3 -3/4 MIN. EDGE DIST. W/ 5/16 -10 MACHINE SCREW EXISTING CONCR TE, HOLLOW BLOCK OR WOOD FRAM0IG 2 ^•5 - • 1/8" 6063 -T6 ANGLE EMBED 1/6 -20 MALMME BOLT L WWGN T OR WASNERED NUT 6' 0.C. FOR TYPE 0 AND 0 12 0.C. FOR TYPE B L TYPE IV NAx. © z K 1..125" STUDDED ANGLE — 2 ^•2 ^• I/O' STUDDED ANGLE TWO- 2 ^•S ^a1 /0 6063-T6 ALUM ANGLE • WdR /16- 1•MACM•E 51 0W5 • • li ner 1 .14P.o : 101 . • • • • • • ••• • • • •. • • •• THA 01046. MI•'68 EO.AT • • • TOP OR BOTTOM OF PANEL. • • • • (MAX. DESIGN LOAD • 72 PSFI 2"83 ^• 1/6^• • -6 6063 -T6 ALUM. ANGLE (TYP. TOP L BOTTOM) 06 014 SM5 06. O.C. O6 MAX. DESIGN LOAD • 72 PSFI • • • • • • • • • • • • • • • • • • • • • • • R PANELiUPPORI • • 5` : 3" m t"- • • • • • • •• • - 3/4 -20 MACHINE sCREW STUD W/ WING NUT 0 6^ 0.C. TO PANEL ANGLE CONNECTION STUDDED STORM PANEL 1/4 -20 MACHINE SCREW STUD W/ NUT 0 6 0.C. ANGLE TO ANGLE CONNECTION THREE -1/4^0 POWERS CALK -IN 0 4 0.C. w/ T /B KN. 0418410 IN CONC. W/ 1/4 -20 MACHINE SCREW 2' • 7'a 13' -0 MAX. 01.0.13 ^, Tv "0.055 6063 -T6 ALUM LAP BEAM INTERIOR FASTENING ANGLE ASSEMBLY SCALE, 18/2^ • 1-0 PUNCH HOLE5 IN ADJACENT PANELS TO RECEIVE MI5 8010 PLACE PANEL OVER EACH ADJACENT PANEL AND FASTEN WINGNUTS FROM THE INSIDE O ASSEMBLY MOUNT O STORM PANEL INTERIOR FASTENING DETAIL (USE WITH DETAIL TO) SCALE: 3" R 1' - 0" SCALE: 3" m 1' - 0" 1/4^0 TNRU BOLT 0 12 0.C. ANGLE TO ANGLE CONNECTION 7/4 POWERS CALK -IN GO 10' O.C. 0/ 7/0' MIN. EMBED. INTO CONCRETE 0/ 7/4 -20 MACHINE SCREW 60 -1=1- 6063 -T6 ANGLE NOTF, TINS DETAIL MAO B! USED AT TOP OR B07001100 PANEL. (MAX. OESIGN LOAD • 72 PSF) ZJ2 " •2 •.12Y 5T000E0 ANGLE 21 2'82'•.125 - STUD ANGLE O STORM PANEL BUILD -OUT X SCALE: 3" m 1' - 0" 3/0'0 MOLE FOR FASTENING PANEL ' f a 2 ALUM. STUD • ANSI! t/L -20 MACHINE 5CREW STUD W / NUT 0 6' O.C. TWO -t /L'0 DROP -IN R 0 W ANCHO 1" 4101. 141600. M - IN CONC. INTERIOR FASTENING ANGLE ASSEMBLY SCALE 1 -1/2' • 0 -0 PRODUCT REVISED N] cD21p)yD18 ICE Florida Bolding Ccd! Acccp( /3TC No OF -0 Z.03 E]pil .lion Don, • '117 $y D Division O6 1/4 20 MA IN! 5017 & T 6 OR WASMERED NU 06 FOR TYPE 0 AND 0 12 0.C. FOR TYPE 01 L TYPE IV :1 COG21Di 007 V Knezevicb Professional. •Meer FL01en0 No 1099•1 J Z a 2 CC 0 TA J W LAJ 00 G 0340 N 3 [ 06/28/2005 4 ( L & AS No TED] r 1 05-343 (sheet a of 6 ••• • • • • • • • • • • • ••• • • • • • •• •• • • • • • • • ••• • • • •• •• NEGATIVE DESIGN LOAD w (PSF) TYPE I TYPE II TYPE III TYPE IV FOR MOUNTING CONDITIONS W/ "h" OR "U" HEADERS & SILLS USING STUDS. BOLTS OR DIRECT MOUNT @ 6" O.C. BOLTS OR BAR RE0'0. AT MIOSPAN OVERLAPS FOR MOUNTING CONDITIONS W/ HEADERS & SILLS USING STUDS, BOLTS OR DIRECT MOUNT MOUNT @ 6" 0.C. BOLTS OR BAR REQ'D. AT MIDSPAN OVERLAPS FOR MOUNTING CONDITIONS W/ "h" OR "U" HEADERS & SILLS USING STUDS, BOLTS OR DIRECT MOUNT @ 12" 0.C. NO BOLTS OR BAR REQ'O. AT MIOSPAN OVERLAPS FOR MOUNTING CONDITIONS W/ HEADERS & SILLS USING STUDS. BOLTS OR DIRECT MOUNT MOUNT (a 12" O.C. NO BOLTS OR BAR REQ'O. AT MIDSPAN OVERLAPS L max. (FT -IN) L max. (FT -IN) L max. IFT -IN) L max. (FT -IN) 40.0 8 -8 12 -0 8 -8 11 -6 45.0 8 -8 12 -0 8 -8 10 -10 50.0 8 -8 11 -9 8 -8 10 -3 55.0 8 -8 11 - 8 -8 9 -9 60.0 8 -8 10 - 8 -8 9 -4 62.0 8 -8 10 -6 8 -8 9 -3 65.0 8 -8 10 -4 8 -8 9 -0 70.0 8 -6 9 -11 8 -8 8 -8 72.0 8 -4 9 -9 8 -7 8 - 7 75.0 8 -0 9 -7 8 -4 8 -4 80.0 7 -6 9 -3 8 -1 8 -1 90.0 6 -8 8 -9 7 -2 7 -8 100.0 6 -0 8 -3 6 -6 7 -3 110.0 5 -6 7 -11 5 -10 6 -11 120.0 5 -0 7 -7 5 -5 6 -7 130.0 4 -7 7 -3 5 -0 6 -4 140.0 4 -3 7 -0 4 -7 6 -1 150.0 4 -0 6 -9 4 -3 5 -11 POSITIVE DESIGN LOAD W (PSF) ACTUAL SHUTTER SPAN (L) (FT - IN) MINIMUM SEPARATION FOR INSTALLATIONS 30' OR LESS ABOVE GRADE (INCHES) MINIMUM SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) BAR NO BAR NO BAR 40.0 5- 0 2 2 -1/2 1 -1/4 8- 5 2 2 -1/2 1 -1/2 12 - 0 N/A 3 -1/4 2 -1/2 50.0 5- 0 2 2 -1/2 1 -1/4 8- 5 2 2 -1/2 1 -5/8 11 - 9 N/A 3 -1/4 2 -3/4 60.0 5- 0 2 2 -1/2 1 -1/4 8- 5 2 2 -1/2 1 -5/8 10 - 9 N/A 3 -1/4 2 -1/2 70.0 5- 0 2 2 -1/2 1 -1/4 8- 5 2 2 -1/2 1 -3/4 9 - 11 N/A 3 -1/4 2 -1/4 80.0 _ 5- 0 2 2 -1/2 1 -1/4 8- 5 2 2 -1/2 1 -7/8 9 - 3 N/A 3 -1/4 2 -1/8 . _.... 90.0 5- 0 2 2 -1/2 1 -1/4 8- 5 2 2 -1/2 1 -3/8 8 - 9 N/A 3 -1/4 2 100.0 4- 0 2 2 -1/2 1 -1/4 6- 0 2 2 -1/2 1 -3/8 8- 3 2 2 -1/2 2 110.0 4- 0 2 2 -1/2 1 -1/4 6- 0 2 2 -1/2 1 -3/8 7 - 11 2 2 -1/2 1 -7/8 120.0 4- 0 2 2 -1/2 1 -1/4 6- 0 2 2 -1/2 1 -3/8 7- 7 2 2 -1/2 1 -7/8 E 0 0 0 TABLE 1 - STORM PANEL 1)& 1a MOS 1. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAXIMUM PANEL LENGTH. 2. REFERENCE APPROPRIATE COLUMN IN STORM PANEL SCHEDULE BASED ON MOUNTING CONDITIONS IN FIELD. 3. SEE NOTE No. 16 ON PAGE 1. SCHEDULE • • • • • • • • •o •• • • • a • • •• ••• •• ••• • • ••• • • • ••• • • • • • • • ••• • • • • • • 0 • • • • 0 •• • • • • • • • TABLE 2 - MIN. STORM PANEL SEPARATION FROM GLASS SCHEDULE . 1. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MINIMUM SEPARATION FRON GLASS. 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE PANEL LENGTH. 3. " N/A " DESIGNATES NOT APPLICABLE - MUST MEET NO BAR" REQUIREMENTS. ••• ••• • • • • • • • •• •• • • PRODUCT REVISED as crawly/7n; wn a :1'7031170 MOWN; Ct:+, Ar +Rb- EHpI. Siva a4 :c 0 r / oa7 � ' 0Cca001 •O; 1 Z a f 0 y w W 1- y VJ Knezevich 3iolexbnela 7 098 R Lkenx No.:_.10983 ` IAS NOTED] MCA a .9 na 05 -343 j (sheet 5 of 6 ••• • • • • • • • • ••• • • • • • ••• • • • • • • • • • • • • • • ••• •• •• • • • ••• •! • • ••• • • ANCHOR SCHEDULE FASTENER M S) REQUIRED FOR VAF0OUS DESIGN LOADS AND SPANS "nuis •uIX3 ANCHOR TYPE LOAD IW) P.S.F. MAX. (SET NOT e) E DISTANCE DISTANCE SPANS UP TO 5' -0" (SEE NOTE 1) SPANS UP TO (SEE NOTE 1) SPANS UP TO (SEE NOTE 1) SPANS UP TO (SEE NOTE I) SPANS UP TO (SEE NOTE 1) SPANS UP TO (SEE NOTE 1) CONNECTION C1 (SEE NOTE C2 C3 TYPE 3) C4 C5 CONNECTION (SEE NOTE C1 C2IC3 TYPE 3 C4 C5 CONNECTION C1 (SEE NOTE C2'C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 TYPE NOTE 3 C3 C4 C5 CONNECTION C1 (SEE C2 TYPE NOTE 3 C3IC4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4IC5 CONCRETE 7■p1181117a11u0KmB: 1/4 -O ITN TAPCC N W 1 -3/4• MIN. EMBENM08 IN _ ' S.I.CONOSE 43 i 12.5 2.5 , 1 2.512.5 4 ..25 g 1/ I ♦ N 08 0 OR PERPS TO OOD PARALLEL 7 11 1 �©m© 11 El 11 7 3 4 2.5 7 A 50 0 VI " � Q 12® IIII11) 7/16 "0 WOOD BUSHING ®12.51 2.5 ®� '2.5 ©II 12.5 2 5 k 11 11 i /� �CAi z��A��r / ��� /D�Ar 12.5 T. 5 li fm ml !OD 1.1 / A � "..:12.5 " ^' 12.5 7 150.0 i i • 11 2.512.512.5 10 4 i ' 8 1 I A/ T m , �I 12. N N 12.5 \ J m m tt r ,�5 A 12 *ni119 > 43.0 1� No a�r onar /i� / % /m *U51111221TOJSCOM> * 1( .41 L 1 1 1 1 0 1.6/, FEStALE S j MACXINC SC REW WITH NUT / %/ BEM /! , Are /A 12 5 127.5 X rn 12.5 12.5 m!E.7�,mm 12.512.5 ®m. Pe 50.0 4 IIJ1 EMAL ''PH " %] Z/ MA CNN SREM 1 W / I , H XT N.3 �� ....!: alUa 2.512.5 3 7 15 2.512. 9 4 I f, / / 5 72.0 "mu ® i 12.5 7 5 1t O©p�® �01/�I3MBI.4 150.0 mI ©%U ©ii© / 140:-00 �R�7� / / l / / %%% / ✓i %r%N AYAMEMIL2J® 5 ©11312mQ 77 12.5125, !, 5 / ,� i !� i ���R i E� rr y�� ii / / ® j m t o 77[ a TJ� m �m� i a ' , ©mo 7xn * II W/ 7 • POWERS M W/ 7/ 8" EMBE S 1/4- MACHINE SCREWTEEL N '5 •• • 43.0 IC�f7v�7S7ltvC7i7i® ILIi. I( i/ YS1® Olr7R5X.... �YSY� ! EREME1G>z.Ifs.�.I� ®1mO®IEim ® ©o 50.0 ! 1'FEIImm 1 I�m© IMEmEPAIIMMm®mm.1ME12.542.5 4 mlMimUD 72.0 ®® I L�rJ O. 5 10 „�� m ��© 84.0 .2m® i DO m / „AaIL4.IILiLOm 1 7 ` vJ ' 150.0 ��, i/ AN r EIMI :a: MIL IFI P2 F� 1�© mm' 41:11 N U M© 43. )�� »DEEM �tNI� �"-Lm' mI p �il.iag12512. r Im'� ® ®QU Q y 50 . 0 I�mE3 IEU 1% IUDDAU 12 512. ,.1 C 1/ 4 1 - .. /B 2 POWERS RAWL MIN EM8 P .. .4 t? 72.0 ®� %/. 01.' �M ID'i IAYA M ©YY� ©�iEI 84.0 150.0 Hp ® / © Q © ©,/.EI© %/.aM�IEMmm�i3M100 ©NV N / / © r% EIm ©% ©11%/%% %0 %/ % %/% Ill� 1/4'0 DYNABOLT ANCHOR a tom RED HEAD SLEEVE W/ 7 - 7/8" MIN. EMB. • ED 1•.. •: it 43.0 I�!?�mF�3m�E�7EMEmHmS"!E"�'VSJIENmmlEmm KJYSALME"^'mmEMEIB EMmm©m�mQ l�•m SMEI ©DOO"..'MEMMEImMMmO ©�rli�v I/ IiC7 EI EE�!MEMEm : MEEMEem7�©mlMEm'®©liI MIEm ©IZI Ell 50.0 72.0 84.0 150.0 2 2. 13EIUMmO�m00©M©EEmm00MEEMEI / / /Am0�7 R© 8 5 ���Q ©AAM©EIoiil ©moo ©N©EI© .. -.mom 12. 12 . 5 VA402©O��M© 13 13 12512 9 P AL � i �� yN S pp 1/ L l/ INI.I.. -IN BOL M,N EMBEDMENT / i PS Y...!._at4 43.0 2. Im12. =Emma �. 12. 12.512.512. mmmQlG 9 11 12.5 12.5 �n J 1m 12.c ' 13.212 .512.c� 50.0 IP7;1 % 4 . 12 2.5 •.2 Immummmum- J�mt ni 12 . 7 11 5 U It��N 72.0 84.0 m © / // 150.0 Bf.iomi'©11�'A/ M %0NNWmIL4Jm MmO ©r4m©m©NVAm ®®mm0Um20 mHmm'�m MMME1 EI MIMO'm p mm //,' '., HOLLOW CONCRETE BLOCK j -- uattemalwmaet- 43.0 IamemmommmVAm00M I�.�mOm �mm�iT Imm'0AIZ L ©ml Im�W OppMNIM VA m..MMEMEMMEILIMImm MMMEMIIMEI AO 1EEm ®m' ImmM© E IME II EOU 1/4 "0 ITW TAPCON W 1 -1/4' MIN. EMBEDMENT / 50 - 0 84 72.0 150.0 N eJm ���i5ea�ra/r /AD�AM�/7 //.7/% r !11 C / /i��j � m{�(� i /.La10I%� VAIDI7 ®mm{�I v 2_512.5 2 ry m N® 2 OM® H " \ � ���m�� m©liI / , 0 � tl 7 EMEIm OmMgek MOI A/A RMD we DO � � * *�� itptR L FEN a N ES M TM NU MA IN z P .. ., _43.0 50.0 %�i/ _ p r i % 72.0 84.0 ODm NNW/AM mmmmEMEIEW a� :r r �A% igMmrr . L7 . /A & VAMMMMEIENIZINIEIEWAVAVIMIN72MaN ILIEIM©BMSOmEIml'®1'El : 2. E I! A EMS! 150.0 * 3 1 1y/ / / 4 ' 2 7*, P RS p CCA 1L KK -I 1/4� MACHIN S C RS WTEEL E 430 so.0 R'F e..33m m� 00010 .212.512.su Im ®� � / OOludiagh um] 72.0 84.0 11 10 tarp'. I�A��[ 1. * . '' 'O Di P�i'm12. �� 7 ri ! r� NoF' i,. A1�'M% 413 Y � / / /.© - /��j/��� 52%7/TA' J / % / � 1 N.m /��/, r N % %/� /// d/ CO • mi2.512.50.1 4 3 // a �rlw, g-2 . dEIVI 150 ©©r 43.0 I mOmI�mMO0CIUMEImm ®Om.MMEI %DOOmVA©I'�E3ii7MEirl�'//.EDO��tI © © ©II I 2.512.512.Suu mmml�0' 50.8 72.0 � mmOAoo�O� I' F�' INMEm �mmm/ 1 / POWERS 1 - M N EMBED M ENT 84.0 150.0 MC ni // 7 puma / v 2.5 42.5,12 5 • 4 W V/. AI//, A%/.v o 7 5 3 4 ry�m pm N IBS NI nj lA`n \Y\ N J m N • r a '(jj� %/ /�u /A %/. %/ All DYNA00 A NCHOR _I e T 5 e HEA W/ 12 1AS N. 43.0 MEME moE.l�m.®©n1E.®mVeUME 2 . 5�E''tmINm ®�R ` I�+M�ell 1411∎1 '70 50.0 EM ©Omm31V I rIrIrCCL���444JJJj .2M ® I�m. ®/ DI 3IyA. 2.5.1225CEME / OI1ONMEIE NNE , E L1C/1T.SIt1L'+ MEIM i .' 72.0 84.0 / �M 171 ��I'� Qr.��/_�' /, :� ! P Fir", n ,� /%%/, //% � O�r�%1 MN RI WO MC MO BO NO ON WO P N I■ . A J We em 150.0 000 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS - Onus 1sx3 ANCHOR TYPE LOAD (W) P.S.F. MAX. (SEE NOTE 1) MIN 3/4' EDGE DISTANCE SPANS UP TO (SEE NOTE 1 SPANS UP TO (SEE NOTE 1) SPANS UP TO (SEE NOTE 1 CONNECTION C1 (SEE NOTE C2 C3 TYPE 3 C4 C5 CONNECTION (SEE Cl C2 TYPE NOTE 3) C3 C4 C5 CONNECTION C1 TYPE (SEE NOTE 3 C2 C3 C4 C5 OOC 43.0 2.5 2.5 2.512 512 2.512. 12.5 9 12.512.5 6 7 50.0 I3 ®mm12. 2.512. 12.5 1 2.5 4 7 4 A 1 2.512.5 4 ..25 g 1/ I ♦ N 08 0 OR PERPS TO OOD PARALLEL 72.0 mom �©m© 11 El 11 7 3 4 .m 50 0 12.5 5 Q IIII11) 7/16 "0 WOOD BUSHING 43.0 ( '®mm',�'0i12.5 (� ©II 11 11 i /� �CAi z��A��r / ��� /D�Ar 50.0 72'0 " ^' 12.5N rd 8 8 1/4 - SW MIN. E STAINLESS STEE SCREW M 84.0 150.0 m�m 01A a� i5ml tt r ,�5 A 40�� i� a�r MFAYMo *U51111221TOJSCOM> * 1( .41 L 1 1 1 1 0 1.6/, FEStALE S j MACXINC SC REW WITH NUT 43.0 BEM 12.512.5 4 8 12.512.5 Pe 50.0 IBo®Im 2.512.5 3 7 15 2.512. 9 4 I f, / / 5 72.0 "mu ® i 12.5 7 5 1t O©p�® �01/�I3MBI.4 150.0 mI 1M0%0 • • • 5• ••• • • • • • • • • • • • • • •• • • • • • • • • ••• • • • ••• • • • ••• • • • • • •• • ANCHOR NOTES: SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1. 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL EQUAL TO NEGATIVE DESIGN LOAD E ON SHUTT ND SELECT GREATER GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. EXISTING STRUCTURE MAY BE CONCRETE HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE. 5. ANCHORS SHILL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS P1LYW00D. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4' (MIN.) WOOD STUD. 3/4" "SOUTHERN DISTANCE PINE G =0 55 OR GREATER DENSIITY' . FRAMING. SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT). U.O.N. 1. 10. ••• A DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 11. * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. PRODUCE' REVISED as eorary)_g with t2: : ■i0((j7 RoI;iny Cede Ateep :::ate Na O 0 3 Expiration Dat: O '2p By Miami ( Jed udcd CtnttaT D6rior. Note.m..I &lynx. FL License No. 0151 06/28/2001 AS NOTED 05 -343 (sheer . 6 D Attachment of tracks is OK. Need revision of permit, approved permit is for Madden shutters, shuters installed is from Cameron Ashley, provide Product Approvals for Cameron Ashley shutters. All panels shall be installed for Final Inspection . 9/6/06 CG. Passed Inspector Comments 6 � Failed S Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 09/06/2006 Inspector: Grande, Claudio Owner: CHASE, JEFFREY Job Address: 145 98 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: RICHMOM CONSTRUCTION CORP Building Department Comments Wednesday, September 6, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 'Inspection Number: INSP -24279 Permit Number: WS -8 -06 -2101 EP 00 Lin Block: Permit Type: Windows /Shutters Inspection Type: Shutter Attachment Work Classification: Shutters Phone Number Parcel Number 1132060132311 Lot: Phone: 305 - 663 -0543 Page 1 of 2 Date Thursday, August 31, 2006 08/31/2006 Check Receipt Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Number: WS -8 -06 -2101 Invoice Number: WS -8 -06 -25824 Applicant: JEFFREY CHASE Company Name: Owner Address: 145 98 Street NE MIAMI, FL 33138- Job Address: 145 98 Street NE Miami Shores Village, FL 33138- Payment Type Check Number 1344 Amount $259.60 Change $0.00 Total Payment: $259.60 Page 1 of 1 S B `, <SPLA.A..1 BUILDING PERMIT APPLICATIO FBC 2004 Permit Type (circle). Building) Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) Owner's Address JQS JL. City 1.,` t CANIA l State Tenant/Lessee Name Job Address (where the work is being done) City Miami Shores Village FOLIO / PARCEL # Is Building Historically Designated YES Con . u tor's Address '�. _ . City Qualifier Name State Certificate or Registration No. Value of Work For this Permit $ Type of Work: ['Addition Describe Work: Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel (305) 795.2204 Fax: (305) 756.8972 W Je WOO MOFTrY , h 1 B Q se Phone # i45 NE q s4 County Miami -Dade NO Scanning $ Radon $ DPBR $ • Permit No. c 0 6 2.1 Master Permit No. Zip gg ` 3 Phone # State Zip Phone # Zip Contractor's Company Name V► t WPM coid 046 Certificate of Competency No. -- 7 Architect/Engineer's Name (if applicable) 1'Jeskrz. C, Phone # '70Vp' 5---/-)0(19 Square / Linear Footage Of Work: 1 ❑ Repair/Replace ❑ Demolition AIATNIMEINTINIMAIIP-AV ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** F * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * Submittal Fee $ Permit Fee $ CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ L . AV See Reverse sid t t `, PAID Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City Signatur A Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Owner or Agent State The fo goi instrument as as acknow ed befor a this day of t � , 20 l � b y ' , �' 01/4 _ day of `�✓ , 20 O 6 by who is personally known to me or who has produced ho i arson.` y known to mjor who has produced C 9A.47—ti5 DrAs identification an io did take an oath as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: �yrru AMIELJURICO MONTES DE OCA l (107) 389-0153 Florida Notary Sarvica.com MY COMMISSION # DD561677 m l ti My Commission Expires: APPLICATION APPROVED BY: (Revised 02/08/06) The foregoing instrument was acknowl dged before m this'(' / NOTARY PUBLIC: Sign: Print: My Commission Expires: Zip Zip UETO SSION 11 DD 521200 EXPIRES: June 14, 2010 orb 0 . Bonded Thru Nolan/ Public Undervrtiters ****************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning 1 • • ••• •• •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • BUILDING CODE COMPLIANCE OFFICE (13CCO) • • • PRODUCT CONTROL DIVISION • • • ••• • • •• •• • • • • • • • ••• • • • • • • • • • • • • ••• •• • • • • • ••• •• • •• • • • • • • • • • • • • • • •• • • • •• ••• •• NOTICE OF ACCEPTANCE A . 1 • • • • • rotation was reviewed by Helmy A. Makar, P.E. 4 � , 5 NOA No 01- 0313.22 Expiration Date: 05/01/2008 Approval Date: 06/06/2002 Page 1 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 Madden Manufacturing Co. 1889 N. W. 22" Street Pompano Beach, FL 33069 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 0.038" (min) Galvanized Steel Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 01 -243, sheets 1 through 10 of 10, prepared by Knezevich & Associates, Inc., dated March 06, 2001, last revision #3 dated May 15, 2002, bearing the Miami -Dade County Product Control Revision 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 Inge in the applicable building code negatively affecting the performance of this product. QMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the als, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply section of this NOA shall be cause for termination and removal of NOA. 1 SEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by n date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall d entirety. is Ak A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors h eat ° ble for inspection at the job site at the request of the Building Official. The s ubinited renews NOA #98- 1110.05 and consists of this page 1 as well as approval document GENERAL NOTES: 1.0312' 1. THESE APPROVAL DOCUMENTS REPRESENT A SHUTTER SYSTEM ANALYZED WITH THE PROVISION SET FOR THE ISSUANCE OF A NOTICE OF ACCEPTANCE (NOA) BY 1,50" MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ) OF THE FLORIDA BUILDING CODE. 2. TO VERIFY THAT THE ANCHORS AS TESTED, ARE NOT OVERSTRESSED IN THESE APPROVAL DOCUMENTS A 3320 INCREASE IN ALLOWABLE STRESS WAS USED IN THE FASTENER ANALYSIS. 3. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7 -98, A DIRECTIONALITY FACTOR OF Kd =1.0 SHALL BE USED. 4. THESE APPROVAL DOCUMENTS ARE GENERIC AND DO NOT INCLUDE INFORMATION FOR SITE- SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM. 5. THESE APPROVAL DOCUMENTS COMPLY WITH CHAPTER 61G15 -23 OF THE FLORIDA ADMINISTRATIVE CODE. 6. THESE APPROVAL DOCUMENTS, ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES °o DETAILED HEREIN. N ` 7. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL DOCUMENTS. • 2.063" 8. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS, THE HEADER BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS: .3 O A) REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED, SIGNED DATED AND SCALE : 3" = 1' - 0" SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT, WHICH DETAIL AND JUSTIFY THE DEVIATION. SAID DOCUMENTS SHALL BE SUBMITTED TO THE PRODUCT ENGINEER FOR REVIEW AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS /HER APPROVAL. B) REQUIRE THAT A ONE -TIME SITE SPECIFIC APPROVAL BE APPLIED FOR AND SECURED FROM THE MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION WHEN THE SITE CONDITION DEVIATIONS OCCUR WITHIN THE HIGH VELOCITY HURRICANE ZONE AREAS ONLY OPTION "B" SHALL BE ACCEPTED BY THE BUILDING OFFICIAL. 9. PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE END OF THE PANEL WITH A MINIMUM OF ONE MARKING PER PANEL AND SHALL BE PERMANENTLY LABELED AS FOLLOWS: MADDEN MANUFACTURING COMPANY POMPANO BEACH, FLORIDA MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED 10. STORM PANELS SHALL BE 20 GAGE STEEL (t = 0.038 ") CONFORMING TO A.S.T.M. 4446, STRUCTURAL QUALITY GRADE 40, WITH A MINIMUM Fy = 40 K.S.I. GALVANIZED IN ACCORDANCE WITH A.S.T.M. G -60. ALL EXTRUSIONS SHALL BE 6063 -T6 ALUMINUM ALLOY, U.O.N. 11. ALL FASTENERS AND BOLTS TO BE 2024 -T4 ALUMINUM ALLOY STAINLESS STEEL, OR GALVANIZED STEEL WITH A 33 K.S.I. MINIMUM YIELD STRENGTH. 12. FOR INSTALLATIONS 30 FEET OR LESS ABOVE GRADE, AN OPTIONAL 1" x 1" x 18 GAGE (t= 0.050" MIN.) STEEL BAR MAY BE USED TO CONTROL DEFLECTION OF STORM PANEL SYSTEM. STEEL BAR MAY BE USED FASTENED AT PANEL OVERLAPS, AT MIDSPAN, WITH 1/4 -20 x 4" BOLTS AND DIE CAST ALUMINUM WASHERED WINGNUTS. SEE MIN. PANEL SEPARATION FROM GLASS SCHEDULE FOR REDUCED SEPARATIONS. 13. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. PANELS MAY ALSO BE MOUNTED WITH "E" OR "F" TRACK, STUD ANGLE OR DIRECT MOUNTED HORIZONTALLY. 14. AT LEAST ONE WARNING NOTE PER OPENING SHALL BE PLACED IN A CONSPICUOUS LOCATION ON ANY OF THE COMPONENTS OF THE STORM PANEL SYSTEM ADVISING THE HOME OWNER OR TENANT THAT THE STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING BOLTS AND OR BARS ARE PROPERLY INSTALLED WHEN REQUIRED. WARNING LABEL SHALL BE FASTENED WITH PERMANENT ADHESIVE OR MECHANICALLY. 05/15/02 16:44 .375" R O - IA LABEL LOCATI0 20 GA. GALVANIZED STEEL O ") STORM PANEL (t = 0.038 SCALE : 3" = 1' - 0" O ANGLE SCALE : 3" = 1' - 0" ( 375" D � .090 X313 "1.660" (TYP. .188" "F" TRACK 7a SCALE :3" = 1' - 0" .090" 1.520" .890" .500" :800' .060 MAX. 101" .094" 1 094" x4062" 93" TYP. o ALT. STUD DIRECTION 090" .250' 12.00" COVERAGE 15.269" 1 060" 'L .315" R SYM. 12 C" TRACK (FINISH) SCALE • HALF SIZE 2.015" 2.250" 11.125') o ° I L 1 250" 93" TYP. 1/4 -20 MACHINE SCREW ri STUD Cal 6" OR 12" O.C. 2.00 "1 O STUDDED ANGLE SCALE : 3" = 1' - 0" 3_375" MAX. .092" .1652 (TYP.} .650" 320" 1, 1375" ? 2 .r .015" LOCATION ' 5371- 1 . I �I 0 .215" 1.0312" 1.50' 2.020" 3a BUILD -OUT "U" HEADER O ANGLE SCALE:3 " =1' - SCALE :3 " =1 - 0" 3 000" 20 GA. GALVANIZED STEEL O"h" HEADER HALF STORM PANEL 2 - SCALE: 3" = 1' - 0" SCALE : 3" = 1' - 0" 6 125" TYP. 0.125" 1 TYP. 800" 6.00" COVERAGE 9.065" 6a Z -STUD TRACK SCALE : 3" = 1' - 0" r-J F _4:125" 650" SD. 1/4 -20 x 3/4" MACHINE SCREW 093" = Done MIN. ALT. STUD DIRECTION ` o \` r o }E o f f 13 O C" TRACK t4 SQUARE HEAD MACHINE SCREW SCALE : HALF SIZE 14 N.T.S 1/4 -20 MACHINE SE STUD (B 6" OR 12" O W .125" ( 5 00" MAX 1 8 0" MA=C. 1 • I � • • • • • l is Z STUDDED ANGLE • • • Au SCALE '��3ww •• M ALV.S EEL 563 "m GRADE 40 By Division 5" - 20 GA. GALV. STEEL It= .0381 GRADE 40 OR 0.050" ALUM ALLOY (3004 H34) ZAMAC KEYHOLE OPTIONAL 6, BUILD - OUT "P TRACK O WINGNUT O WASHER STEEL BAR SCALE :HALF SIZE SCALE :HALF SIZE SCALE : HALF SIZE SCALE :HALF SIZE PRODUCT REVISED n complying wlth the no* D.W).a Code Acceptaaee Ea .•`11. 0 e2 " x 03/06/011 •cfen ° cc" vJwa &awing no 01 -243 sheet 1 of 10 d� rt••• • • • •• ••'i Ell!. • •••• Z er •••- .37.5 • ' Q d 1/4 " -20 �0 660" • • x 3/4" _ �•" •••it Ms (TYP. j•2.O 188" (3I W 5 • STEEL STAINLESS STUD f 4 O 0) 6•• CR A. LE •1 GP " ! a ' J N Q U • 2" O.C. OIRECTIO LT G W 1 • • • G la • • N.1 ill f O "TK ••� • • SOAR. E: 3•= 1' - 0" •• I • •••• • 1 . Jul • • •• t•• • ••• ••• 1/4" MA 1/4" MAX. 05/15/02 16:44 11 OPTIONAL OG EXISTING STRUCTURE O WALL MOUNT © TRAP MOUNT WIDTH UNLIMITED IPERP TO PANEL SPAN) TYPICAL VERTICAL MOUNT ELEVATION EXISTING STRUCTURE 1 TYP. SECTIONS _LO OPTIONAL EXISTING STRUCTURE TOP MOUNT PLAN VIEW (I3 OPTIONAL STEEL BAR ON OUTSIDE OF PANELS - SEE GENERAL NOTE 7 1/4" MAX., BOTTOM MOUNT 1/ OPTIONAJL .300" 0' .625" 0 FASTENER (l 12" 0.C., SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR 1/2" MIN. OVERLAP ALUM. ANGLE CLOSURE PIECE: 1" x 2" x .125" MIN. TO O TRAP MOUNT 0® 1-1/2" MIN M re OPTIONAL 1 SEE GENERAL NOTE 7 OD FACE MOUNT TYPICAL CLOSURE DETAILS (PLAN VIEWS) SCALE: 1 -1/2" = 1' -0" ` .500' EXISTING STRUCTURE a (TYPICAL TOP & BOTTOM) L 12" 0.C. TYP. INSIDE TYPICAL BAR ATTACHMENT Lmax. SEE STORM PANEL SPAN SCHEDULE TABLE 1 ()OPTIONAL STEEL BAR ON OUTSIOE OF PANELS SEE GENERAL NOTE 7 PLAN VIE HORIZONTAL MOUNT ELEVATION N.T.S. 1- FASTENER @ 12" 0.C.. SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR ® BUILD -OUT (USE ONLY WHEN IMPROVED DEFLECTION REQUIRED) SIDE MOUNT /2" MIN. EMB. V' • • • • • •• • • •• • • •••• PRODUCT REVISED us complying with the Florida Acceptance No 3 2 Eapi doe Date OO$ M Ia.ID rodpetce•ted Division • • • . •• •• •• 11 OPTIONAL? • • • J -- — •• •• L------ -� " MAX. ALUM. ANGL! CLO•UR[ PIECE: 1" x 2" x .121i' MIN. IQ, • • 2" x 5" x .125" MAX, • • • •• • • • EXISTING • • • STRUCTURE • • Out_ • fQ •• 1 W.KN r11O1rsvo • Efa ttwxe ��1Md° • 03/06/01 • .o� 'drawn e' 01 -2433 shoat 2 of 10 J •••• •� M •••• II • • • ••• • • ••• •••• • •• ••• • ••• • • • 05/15/02 16:45 SEE TABLE 2 GLASS OR 000R— FASTENER, SEE ANCHOR SCHEDULE REFERENCE CONNECTION - TYPE 1" EXISTING CONCRETE. HOLLOW BLOCK. OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) TYP. TOP 8 BOTTOM CONNECTION "TYPE 4' EMBED. (TYP.) 0 CONT. ANGLE TO WALL DETAIL GLASS OR DOOR EXISTING CONCRETE, HOLLOW BLOCK, OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) TYP. TOP 8 BOTTOM FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION - TYPE 2" © CONT. O6 CONT PANEL TO ANGLE DETAIL E WALL MOUNT SECTION SCALE : 3" = 1' -0" 1/4" MAX. N 0 1/4 -20 MACHINE BOLT 8 WINGNUT (d 12" 0.C. FOR PANEL LENGTHS LESS THAN OR EQUAL TO 104" AND @ 6" 0.C. FOR PANEL LENGTHS GREATER THAN 104 ". FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION"TYPE 4 4414 TEK SCREWS OR 1/4 -20 BOLT AND NUT @ 12" O.C. STAGGERED (TYP TOP AND BOTTOM) 1/4 -20 MACHINE BOLT & WINGNUT 4 12" 0.C. FOR PANEL LENGTHS LESS THAN OR EQUAL TO 104" AND (a1 6" 0.C. FOR PANEL LENGTHS GREATER THAN 104 ". SIDE CLOSURE REQ'D. (SEE PLAN VIEW) BUILD -OUT MOUNT SECTION SCALE . 3" = 1•-0" E )L4" MAX, GLASS OR D00 EMBED (TYP ) ®CONT. GLASS OR DOOR 1/4 -20 MACHINE BOLT JL WINGNUT (al 12" 0.C. FOR PANEL LENGTHS LESS THAN OR EQUAL TO 104" AND CB 6" 0.C. FOR PANEL LENGTHS GREATER THAN 104" FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION'T'PE 3 SEE TABLE 2 FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION'T'PE 3" CONT CEILING /INSIDE © MOUNT SECTION SCALE : 3" = 1•-0" EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION - TYPE 2° 1/2" 1/4" MAX: O BUILD - OUT MOUNT SECTION SCALE: 3" = 1' - 0" - SEE TABLE 2 1/4" MAX. EXISTING CONCRETE, HOLLOW BLOCK, OR WOOD FRAMING ISEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) TYP. TOP S BOTTOM DMsioo • • • • • •• • • •••• • • •••• • • •• •• • • • • • • • • • • •• • PRODUCT REVISED 6 � do Florida w11! E.K ai z E>tpindoa By M ID d•AC•• 0 a • !• � FSy • V.•.KNE H PROFE:: �• yy 'N.. q R llttnee M—.109 • • •• • • •• •• • •• I "" 03/06/01) I a.arco) 01 -243 sheet 3 of 10 j • •• •••• • •••• • ••• • • ••• • •• •••• • ••• • SEE TABLE 2 .11 „ iIi I"f O mum mtwraxnwcum■q J Qb GLASS OR DOOR 1" x 4" x 0.055" OR 2" x 4" x 0.055" ALUM. TUBE OR 2" x 6" P.T. WOOD BLOCKING — x THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. NOTE: USE OF THIS DETAIL IS LIMITED TO x 72 P.S.F. O WALL MOUNT SECTION (BOTTOM) SCALE : 3" = 1' -0" THREE 1/4 "0 WOOD LAG SCREWS W/ 2 -1/4" MIN. EMBED. @ 24" 0.C. MAX CONT. 4" x .250" ALUM. PLATE OVER WOOD MEMBERS SEE TABLE 2 05/15/02 16:45 `3CONT. 11 814 SMS BETWEEN 'TRUSSES @ 24" 0.C. N SOFFIT CONNECTION DETAIL SCALE : 3" = 1' -0" GLASS OR DOOR SEE TABLE 2 FOR WOOD BLOCKING USE 1/ "0 S.S. LAG SCREW W/ 1 -1/2" PENETRATION INTO WOOD BLOCKING (0 12" 0.C. FOR ALUM. TUBES USE 1/4 "0 5.5. LAG SCREW W/ 1 -1/2" PENETRATION INTO CENTER OF STUDS LOCATED @ 24" 0.C. MAX. & ONE 1/4 "0 THRU BOLT W/ ACCESS HOLE @ MIDWAY BETWEEN STUDS. TWO - 1/4"0 S.S. LAG SCREW @ 24" 0.C. MAX. W/ 1 -3/4" PENETRATION IN CENTER OF STUDS EMBED. (TYP.) WOOD ROOF TRUSS OR FRAMING MEMBER (0 24" O.C. MAX. STUCCO FINISH OR PLYWOOD SOFFIT ]L4" MAX FASTENER, SEE ANCHOR SCHEDULE REFERENCE CONNECTION 'TYPE 1" (USE REMOVABLE ANCHORS FOR DIRECT MOUNT ONLY @ 6" OR 12" 0.C., BUT 00 NOT EXCEED SCHEDULED SPACING. (TYP. TOP & BOTTOM) EXISTING CONCRETE, HOLLOW BLOCK. OR WOOD FRAMING (TYP. TOP & BOTTOM) O WALL MOUNT SECTION (DIRECT MOUNT) SCALE : 3" = 1' -0" THREE 1/4 "0 WOOD LAG SCREWS W/ 2 -1/4" MIN. EMBED. @ 24" O.C. MAX. PLACE ONE FASTENER THRU HEADER 1"x4" OR 1" x 6" .062" CONT. ALUM TUBE (6063 -T6) 4314 SMS @ 12" O.C. BETWEEN TRUSSES (0 24" O.C. - GLASS OR DOOR SEE TABL GLASS OR ODOR — SEE MIN. SEPARATION FROM GLASS SCHED. TABLE 2— (TYP. TOP & BOTTOM) ® WALL MOUNT SECTION (DIRECT MOUNT W/ SPACER) SCALE : 3" = 1' -0" FASTENER, SEE ANCHOR SCHEDULE REFERENCE CONNECTION "TYPE 1- (USE REMOVABLE ANCHORS FOR DIRECT MOUNT ONLY @ 6" OR 12" 0.0., BUT 00 NOT EXCEED SCHEDULED SPACING. (TYP. TOP & BOTTOM) - OUns.va =o 1/2" TO 3/4" ALUM. SPACERS 11" 0.D. 7/16" I.D.) EXISTING CONCRETE. HOLLOW BLOCK, OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) ACCESS HOLE (TYP.) SPLICE DETAIL FOR BAY WINDOW APPLICATIONS SCALE : 1 -1/2" = 1' -0" WOOD ROOF TRUSS OR FRAMING MEMBER @24" 0.C. MAX. STUCCO LOOFINISH OFFITR x CONT.:3 E 1/4" MAX MAX. DESIGN LOAD = 56 P.S.F.) O ALT. SOFFIT CONNECTION DETAIL SCALE : 3" = 1' -0" 2" x 5" x 1/8" ALUM. PLATE (6063 -T6) INSIDE EACH SIDE. FASTEN W/ 8 • 12 SMS OR 3/16 "0 POP RIVETS EACH SIDE AS SHOWN @ 1" O.C. 1" x 4" ALUM. TUBE SEE - EXISTING CONCRETE, HOLLOW BLOCK, OR WOOD FRAMING GLASS OR DOOR FASTENER, SEE ANCHOR SCHEDULE REFERENC€ CONNECTION 'TYPE 5" OR 7 CONT. 1/4 20 MACHINE BOLT & WINGNUT @ 12" 0.0. FOR PANEL LENGTHS LESS THAN OR EQUAL TO 104" AND (0 6" 0.C. FOR PANEL LENGTHS GREATER THAN 104 ". SEE TABLE 2 • • • • • •• • ,$$EE�� pp NOTE: A TI TO OR P - I B OTTCIFITIF.RNEL S. • ••• • • •••• © WALL MOUNTABT I.• SCALE : 3" = 1' -0" • • •• •• TABLE 2 MAX. DESIGN LOAD= x61.0 P.S.F. • • • • • • N u z a 41 AST ER, SEE ANCHOR SCHEDULE REFERENCE CONNECTION "TYPE 5" n BUILD OUT SECTION (TYP. TOP & BOTTOM) lJ SCALE: 3" = 1' - 0" PRODUCT REVISED as emptying run the Florida Balding Code Acceptance No 1 2 E:piry tio•pato x • • E• N> pq o Zp E • .. jam- • •• • •• • • • •• •• • •• m ••N• • •e1 • • 1P.J. KNEZ m.r- SSONAL L o.ns. No:P • /••• • • ah ••• • I1••• • ••• • 200 ( 0i1i 03/06/011 . a 01 -2431 .heel 4 of 10 EXISTING CONCRETE, HOLLOW BLOCK, OR W00D FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) 1/4 -20 S.S. BOLTS W/ WINGNUTS Cal 24" 0.C. MAX. (TYP.) 05/15/02 16:45 4' ANGLE I I MAY VA Y NON- STRUCTURAL FINISH MAX MATERIAL BRICK OR WOOD SEE TABLE 2 GLASS OR DOOR .5 0® O ALT. CORNER DETAIL SCALE : 3" = 1" -0 "" ELCO (T.V.A.S.) PANELMATE FASTENER, SEE ANCHOR SCHEDULE BASED ON CONNECTION "TYPE 2 fO 2 �i 1 .. i ce_ " r ` 7 /4" MAX. (MAX. DESIGN LOAD x 61.0 P.S.F.) ® WALL MOUNT SCALE : 3" = 1' -0" 1/2 6" 6" 1/ 3/8"10 MOLE OR FASTENING P A 2" x" "ALUM. A ST UD 2 ANGLE - 1/ -20 STUD INTERIOR FASTENING ANGLE ASSEMBLY SCALE: 1 -1/2" = 1' -0" 2" x 2" x 0.125" CONT. TO 4" x 4" x 0.125" 6063 -T6 ALUMINUM ALLOY OR 18 GAGE (MIN. 1= 0.0478" I GRADE 40, GALV. STEEL ANGLE EXISTING CONCRETE. HOLLOW BLOCK, OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) 00 GLASS OR 000 SEE TABLE 2 FOUR 1/4 "0 POWERS CALK -IN ANCHORS W/ 7/8" MIN. EMBED. IN CONC. Cal 4" 0.C. PUNCH HOLES IN ADJACENT PANELS TO RECEIVE THIS BOLT PLACE PANEL OVER EACH ADJACENT PANEL AND FASTEN WINGNUTS FROM THE INSIDE STORM PANEL INTERIOR ® FASTENING (ISOMETRIC) SCALE: 3" = ai aN X a ZF 1/4 -20 S.S MACHINE x2 BOLT AND NUT J61 Cal 12" 0.C. 11 V 6 _ 1/4 "' 0 POWERS CALK -IN O.C. W/ 7/8" MIN EMB. INTO O IN4 0 PO OR HOLLOW BLOCK. 2" x 5" x 1/8" CONT. NGLE 6061 -T6 ALUM. NOTES: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. (MAX. DESIGN LOAD s 72 P.S.F.) O EDGE MOUNT DETAIL SCALE : 3" = 1' -0" 1 -1/2" R -1/2" INTERIOR FASTENING ANGLE ASSEMBLY SCALE: N.T.S. 8" x 3" x 1/4" ALUM. ANGLE 1/4 " -20 STUD W/ NUT 1 6" 0.C. 2" x 3" x 1/8" ALUMINUM ANGLE EXISTING HOLLOW BLOCK. OR WOOD FRAMING GLASS OR DOOR GLASS OR DOOR SEE TABLE 2 1/4 "0 POWERS CALK -IN CO 6" 0.C. •• WITH 7/8" MIN. EMB. IN CONC. OR HOLLOW BLOCK 0Rei /4 "0 I SCREW Cal 12" O.C. W/ 1 -1 /Y' MIN•EH11. IN WOOD. • • • 1/2 "0 THRU BOLT (ASTM A 325) Cal 12" lbC. •••••• •• 1/4"0 POWERS CALK -IN ® WITH 7/8" MIN. EMB. IN CWIC•qp• HOLLOW BLOCK OR 1/4"0 LAG SCREW C0 24" 0.C. W/ 1 -1/2" MIN. EJ")8•III1 W00D • • 2" x 2" x 1/8" CONT. ALUM. ANGLE •6063 -T6• •••• •• (MAX. DESIGN LOAD s 72 P.S.F.) • • PASS THRU" DETAIL • • • • O ' SCALE : 3" = 1' -0" b d SEE TABLE 2 NOTE: WOOD BLOCKING LIMITED TO MAX. DESIGN LOAD OF 72.0 P.S.F. O HEADER MOUNT DETAIL SCALE : 3" = 1' -0" 00 3/4" PLYWOOD 2 a a. 2 " x 2" x .093" ANGLE STUD O A 2" x 4" x 1" CONT. LUM. TUBE )6636) 2 2- x 0.055" 6063 -T6 ALUM. TUBE OR 2' x 4" OR 2" x 6" P.T. WOOD BLOCKING FASTENER SEE ANCHOR SCHEDULE REFERENCE CONNECTION 'TYPE 2° 4�( 1/4" MAX L /2" MAX. F 0 CONT. m 1- 5 PRODUCT REVISED a complying witb the Florida Acceptance D Balding Cade e ' Expiration Date By DNbi6• MAX. 1/8" TILE FINISH MATERIAL • • • • • • • • • • •• • • t ;ffeT71!!e • °- ••�9U Q n • • • N • • . • 41 C • •• !• j� •= • • 41J. KNE2EVICH PR y r T it 11 n .q)0 ■■ f e "A 03/06/011 C °: 1 01 -243 l sheet 5 of 10 •••• •• • • ••• • ••• • • ••• •••• • •• ••• • ••• • 2" MIN. EMBED, IL-1/2" MIN GLASS OR DOOR SEE TABLE 2 O ALT. TRAP MOUNT DETAIL SCALE : 3" = 1' -0" GLASS OR DOOR SEE TABLE 2 05/15/02 18:46 XISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. 1/4 "0 RAWL CALK -IN (0 4" O.C. GLASS W/ 7/8" MIN. EMBED. IN CONC. OR DOOR OR HOLLOW BLOCK 1/4 " -20 STUD & WINGNUT, PANEL TO ANGLE CONNECTION (d 12" 0.C. FOR PANEL s 8' -8" AND 6 0.C. FOR PANEL LENGTHS GREATER THAN 8 -8" w m Q © CONT. x Om ETAIL AE ti 1 FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION•TYPE 1• NOTE: USE OF DETAIL SHALL BE IN CONJUNCTION WITH AN • 11 • HEADER OR • U ° HEADER TOP MOUNT ® C -TRACK ASSEMBLY - INSIDE MOUNT SCALE: 3" = 1' - 0" SEE MIN. SEPARATION FROM GLASS SCHED. x 0.055" 6063 -T6 ALUM. TUBE TABLE 2 OR 2 4 OR 2x6 P.T. WOOD BLOCKING SEE TABLE 2 1/4 "0 MACHINE BOLT Cut 6" O.C. 1/4 "0 RAWL CALK -IN 6" 0.C. W/ 7/8" MIN. EMBED. IN CONCRETE OR BLOCK NOTE: 1. THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. 2. WOOD BLOCKING LIMITED TO MAX. DESIGN LOAD c 72.0 P.S.F. B ALUM. TUBE BUILD -OUT SCALE : 3" = 1' -0" TO LOCK STRAP IN PLACE USE A THUMB SCREW OR A TRUSS HEAD BOLT O ��� 1/4 -20 x 3/4" �= ' MACHINE SCREW _li 1 ;' I WITH .675" x .675" a x .125" QUARE `1 014, HEAD 14 �- 5/16" I.D. AND / 1/2" O.D. x 3/16" .- MINIMUM NYLON /16" BUSHING /0 NUT (GALVAN12ED) OR 14 -2 MIN. ® C-TRACK ASSEMBLY - (BLOW UP) SCALE: HALF SIZE GLASS OR DOOR- 2 "x 3" 2" x 5 "Ix 1 /8 11 6063 -T6 ANGLE FASTENER, SEE ANCHOR SCHEDULE REFERENCE CONNECTION "TYPE 3• OCI EMB D 1/4 -20 MACHINE BOLT 8 WINGNUT Cal 12" O.C.: OR @ 6" O.C. FOR PANEL LENGTHS GREATER THAN 104 ". (TYP. TOP & BOTTOM) O7 to USE 12 R 13 WITH 14 1/4 -20 x 3/4" MACHINE SCREW WITH .675" x .675" x .125" SQUARE HEAD INAL LOCATION OF STUD NON-STRUCTURAL 1/4 -20 MACHINE BOLT • • & W ((aa�l NGNUT @ 122" O.C. • OR LENGTH* GRE R THAN 104•'■ (TYP. TOP3B0T OM) •• 2 -1/2" ' EXISTING CONCRETE LO • HOLLOW BLOCK, OR \4000 • • • FRAMING Nom. THIS TOP OR BOTTOM OFEPANEL• AT AC BUILD-Off PANEL BUILD -O • • • • 0 SCALE 3" = 1' -0" • • • EY M Division ® C -TRACK ASSEMBLY (ISOMETRIC VIEW) N.T.S. • D O 017, IL KNE PROFESSION 'O' EER acme. n •�'�! Ion . L V 1 II • • • a a • • J� • • •� y • ••e • • ••e •• • ••• • a 1/2" 0.D. x 1/4" 10. x 3/16" NYLON BUSHING OR 1/4 -20 S.S. NUT (TYP.) PRODUCT REVISED es complying •'iti the DOW Balding Code Aceepteueo N - 031 Z E Date • 1 � �a e (a.un• ta J r vxl an��o 01 -243 sheet 6 0110 J (•.=1z zal 03/06/01 Ez revisions • • • • • • • • • • •• ••• • • • • • •• ANCHOR NOTES: • • • • • • • • 1. SEE SHEET 9 01.11 FORDODM /LE/E A11CI10Ro(&TjES. • • • • • • • • • • •• ••• •• • • • •• • • • • • • • • • ET CH 8 ASSOCIATES, INC. IGBI NY( 2Zd 5tr66: 260 N. UNIVERSITY DANE. SUITE II • FORT L UOEROAIE FL 341a 100 DDSNPOILre (TA) 1R � TEL: ISM) 38N2BOD• FAX MU) 308.0859 • FIAWDA COA 03208 �� 6 WE °SITE: WPW.KNEZEVIC11.CON • EMNI KOgpiE3ENdLCON MO. PRIMO MASCIP MUMS r�w j"{�"' • • L COPVI IT02002 KNEZEVICH 6 ASSOCIATES, INC. N�IIOaQ T•G�TLO1 • ' • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • k a ANCHOR SCHEDULE FOR FASTENER MAXIMUM SPACING (INCHES) REQUIRED VARIOUS DESIGN LOADS AND SPANS EXISTING STRUCTURE ANCHOR TYPE LOAD MAX. NOTE 1) MIN. 2" EDGE DISTANCE SPANS UP TO (SEE NOTE 1) SPANS UP TO (SEE NOTE 1) SPANS UP TO (SEE NOTE 1) CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 I CONCRETE g 2211100111112111111111100- 1 -3 "0 /4' M ELCO IN. EMBED TAPCOMN ENT W/ (MIN. 3080 P.S.I. CONCRETE) 48 12 12 12 12 12 12 12 12 12 11 12 7 9 12 7 62 12 12 12 12 12 12 11 11 12 9 12 6 8 12 6 67 12 12 12 12 11 12 9 10 12 8 12 6 8 12 6 72 12 12 12 12 10 12 B 10 12 7 12 6 B 12 6 92 12 9 10 12 B 12 6 8 12 6 12 6 B 12 6 112 12 6 8 12 6 12 6 8 12 6 12 6 8 12 6 200 12 6 B 12 6 12 6 8 12 6 12 6 8 12 6 * * ffEj3=403Z44%' 1/4 "0 E MALE/ FEMALE 0 ELCO NELMATE' W/ 1 -3/4 MIN. EMBEDMENT 6 1/4 -20 MACHINE SCREW WITH NUT (MIN. 3,000 P.S.I. CONCRETE) 48 12 12 11 12 7 12 11 8 12 5 10 3 5 10 3 62 12 12 9 12 6 12 5 6 12 4 9 4 7 3 67 12 10 8 12 5 5 12 11 4 4 6 5 12 11 4 3 9 9\ 4 4 7 7 3 3 72 12 8 7 12 92 12 4 6 12 4 9 4 7 3 9 4 7 3 112 10 3 5 9 3 9 4 7 3 9 4 7 3 200 9\ 4 7 3 9\ 4 7 3 9 \ 4 7 3 48 12 12 12 12 12 12 12 12 12 12 12 8 12 7 1 �II(IIIIII( I 1/4 7P9 POWERS CALK-IN EMBEDMENT & 1/4 -20 STAINLESS STEEL MACHINE SCREW (MIN. 3,000 P.S.I. CONCRETE) 62 12 12 12 12 12 12 11 9 12 9 12 6 7 12 6 67 12 11 12 12 11 12 10 9 12 8 12 6 7 12 6 72 12 12 11 12 11 12 8 8 12 8 12 6 7 12 6 92 12 9 9 12 8 12 6 7 12 6 12 6 7 12 6 112 12 6 7 12 7 12 6 7 12 6 12 6 7 12 6 200 12 6 7 12 7 12 6 7 12 6 12 6 7 12 6 48 12 12 12 12 8 12 12 10 12 5 11 3 6 11 3 [ � 62 12 12 10 12 6 12 5 7 12 4 10 3 5 8 3 1RAW POWERS NAIL -IN W/ 1 -1/8 MIN. EMBEDMENT (MIN. 3,000 P.S.I. CONCRETE) 67 12 11 9 12 5 12 4 7 12 4 10 3 5 8 3 72 12 8 9 12 5 12 4 6 12 3 10 3 5 8 3 92 12 4 7 12 4 10 3 5 8 3 10 3 5 B 3 112 10 3 5 9 3 10 3 5 B 3 10 3 5 8 3 200 10 3 5 8 3 10 3 5 8 3 10 3 5 8 3 48 12 12 12 12 12 12 12 11 12 9 12 5 6 12 5 es ,11)' 1■1/11111 Is 1/4"0 RED HEAD DYNABOLT SLEEVE ANCHOR W/1-1/12" MIO, EMBED. ED. 169N. 3,000 P.S.I. CONCRETE) 62 12 12 11 12 9 12 9 8 12 7 12 4 6 12 5 67 12 12 10 12 9 12 7 7 12 6 12 4 6 12 5 72 12 12 10 12 8 12 6 7 12 6 12 4 6 12 5 92 12 7 7 12 6 12 4 6 12 5 12 4 6 12 5 112 12 5 6 12 5 12 4 6 12 5 12 4 6 12 200 12 4 6 12 5 12 4 6 12 5 12 4 6 12 L 48 12 12 12 12 7 12 11 10 12 5 10 3 6 10 3 62 12 12 10 12 6 12 5 7 12 4 9 (\ 5 7 3 ��® Imo` "" 1/4 "0 ASHLEY OUICK -SET SCREW MIN. EMBEDMENT WITH DME (MIN. 3.000 P.S.I. CONCRETE) 67 12 10 9 12 5 12 4 7 12 4 9 5 7 3 72 12 8 9 7 12 12 5 4 11 9\ 4 6 5 11 7 3 3 9 9 9 \ N 5 5 5 7 3 92 12 4 7 7 3 3 112 10 3 5 9 3 9 . 5 7 3 200 9\ 5 7 3 9\ 5 7 3 9 5 7 3 48 12 12 12 12 12 12 12 12 12 12 12 9 B 12 9 p ------ 1 — 1 = 11 62 12 12 12 12 12 12 12 10 12 11 12 7 7 12 8 � —� 1/4'0 POWERS RAWL DROP -IN & 1/4 -20 SIDEWALK BOLT 13/4"0 HEAD W/ 1 -1/4" MIN. MBEDMENT (405, 0.000 P.S.I. CONCRETE) 67 12 12 12 12 12 12 12 10 12 11 12 7 7 12 8 72 12 12 12 12 12 12 11 9 12 10 12 7 7 12 B 92 12 12 9 12 11 12 7 7 12 8 12 7 7 12 8 112 12 8 B 12 9 12 7 7 12 8 12 7 7 12 B 200 12 7 7 12 8 12 7 7 12 B 12 7 7 12 8 Ez revisions • • • • • • • • • • •• ••• • • • • • •• ANCHOR NOTES: • • • • • • • • 1. SEE SHEET 9 01.11 FORDODM /LE/E A11CI10Ro(&TjES. • • • • • • • • • • •• ••• •• • • • •• • • • • • • • • • ET CH 8 ASSOCIATES, INC. IGBI NY( 2Zd 5tr66: 260 N. UNIVERSITY DANE. SUITE II • FORT L UOEROAIE FL 341a 100 DDSNPOILre (TA) 1R � TEL: ISM) 38N2BOD• FAX MU) 308.0859 • FIAWDA COA 03208 �� 6 WE °SITE: WPW.KNEZEVIC11.CON • EMNI KOgpiE3ENdLCON MO. PRIMO MASCIP MUMS r�w j"{�"' • • L COPVI IT02002 KNEZEVICH 6 ASSOCIATES, INC. N�IIOaQ T•G�TLO1 • ' • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • k a 0 • Sig eO ANCHOR NOTES: 1. SEE SHEET 9 OF•1 j F8 9 MVET ANCHOR : O .ES. • • • • • • • • • •• ••• • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • 2Q GA C>pl E L • STORf1� A GIdD� `. • 1C N 2 C VI 8 AS I o UL�INO CH ENGINEERS• P I RODUCT S TESTING 1260N. UNNERSTTY BRIM. SURE 180 • FORT LAUDERDALE. R 9442 TEL 9 • FINE 0)992PB88 • FLORIDA COAS WE891TE:1NNVJOE.2EI22CN.COM • EWA2:NKgKNEZENIgI.COY MADDEN DM 1 j2',L`factLI F,N PyaO n g ' : ..° 0 2002 86 E2 EVI OH 6 ASSOCIATE 9. INC TIR PAVEI•• R/1DOW • J • 1 1 '-t •- • • • • • S • • • • • • •• •• • • • • • • • • • • • • ••• • k a ANCHOR SCHEDULE FOR FASTENER MAXIMUM SPACING (INCHES) REQUIRED VARIOUS DESIGN LOADS AND SPANS EXISTING STRUCTURE ANCHOR TYPE LOAD PSF MAX. 1) MIN. 2" EDGE DISTANCE SPANS UP TO (SEE NOTE 1) SPANS UP TO (SEE NOTE 1) SPANS UP TO (SEE NOTE 1) CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 S CONNECTION 1 TYPE 2 3 4 5 HOLLOW CONCRETE BLOCK I. EII1111A1011111111111111> 1/4 "0 E IN. TAPCON W/ Via" MIH. EMBEDMENT 48 12 12 9 12 5 12 8 7 12 3 7 4 7 / 5 62 12 10 7 12 4 9 3 5 9 3 6 3 67 11 7 6 11 3 8 3 5 8 6 % 3 5 //� I// ``/ -- 72 11 5 6 11 8 4 8 1 6 3 5 92 8 3 5 8 ' 6 � 3 5 I/ 6 3 5 112 7 4 1 4 3 6 SF 6, 6r 3 3 5' 5' 6 6r 4 3 3 SO 5 or 200 6 * 48 12 11 12 12 8 12 11 6 11 62 12 9 12 • 12 . 6 12 10 5 8 * 67 12 , 8 12 12 6 12 10 5 8 I /4"m ELCO 1141.&/. FEMALE IN. EELMA TE W/ 1 -1/4 MIN. EMBEDME NT O. 1/4 -20 MACHINE SCREW WITH NUT 72 12 7 12 5 11 5 11 t0 5 8 92 12 6 12 4 9 4 7 10 5 8 112 10 5 9 3 9/ 4 7 N 9/ 4 7 200 9 4 7 3 9 4 7 9 4 7 * l)IA() I ill 'I 1/4 - 0 POWERS CALK -IN W/ 7/8" EMBEDMENT L 1/4 -20 STAINLESS STEEL MACHINE SCREW 48 12 10 12 6 12 ' 7 12 9 4 9 62 12 8 12 5 12 5 12 B 4 6 0 a 67 12 • 7 12 4 11 5 11 8 4 6 72 12 6 5 12 11 4 10 5 10 6 8 i ' _ 4 4 6 6 92 11 112 9 200 8 4 6 48 t2 10 1 7 11 7 4 7 62 12 7 19 J8A4 5 9 67 1/4 *POWERS RAWLZAMAC N92 MIN. NAIL-IN EMBEDMENT BE N W/ 1-1/8- /8 11 7 8 5 8 / 6 4 5/ 5 O 72 10 6 17 4 7 r' 6 4 8 5 6 ' I 4 5 6 / 4 5 / / /// / 1 6 / 4 5 / 200 6 1 4 5 6 Y 6 5 48 12 8 12 12 6 12 9 3 9 ))(•I 411322171 1 9 6 3 6 0. 67 12 6 12 4 10 4 10 B / 3 6 1/4"0 ITW RED HEAD DYNABOLT SLEEVE ANC MIN. MREO. B" MIN. EMBED. 72 12 7 5 12 4 9 4 9 8 3 6 92 10 3 4 10 3 8 4 3 6 / 8 3 6 04 MI 3 112 8 3 7 8 3 6 3 6 TT , , ``d =_D -- r 48 12 � -- 12 12 12 10 12 10 6 10 62 12 12 10 12 6 12 5 7 12 4 9 ra 5 7 g 1/4 "0 ASHLEY MIN. EMBEDMENT SCREW WI1-1/4" EMBEDMENT M 67 12 10 9 12 5 12 7 12 4 9 % 5 7 3 72 12 8 9 12 5 11 6 11 3 9 G 5 7 3 92 12 4 7 12 4 9 5 7 3 9 5 7 3 112 10 3 5 9 3 9 re 5 7 3 9 / 5 7 3 200 9 5 7 3 9 5 7 3 9 / 5 7 3 0 • Sig eO ANCHOR NOTES: 1. SEE SHEET 9 OF•1 j F8 9 MVET ANCHOR : O .ES. • • • • • • • • • •• ••• • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • 2Q GA C>pl E L • STORf1� A GIdD� `. • 1C N 2 C VI 8 AS I o UL�INO CH ENGINEERS• P I RODUCT S TESTING 1260N. UNNERSTTY BRIM. SURE 180 • FORT LAUDERDALE. R 9442 TEL 9 • FINE 0)992PB88 • FLORIDA COAS WE891TE:1NNVJOE.2EI22CN.COM • EWA2:NKgKNEZENIgI.COY MADDEN DM 1 j2',L`factLI F,N PyaO n g ' : ..° 0 2002 86 E2 EVI OH 6 ASSOCIATE 9. INC TIR PAVEI•• R/1DOW • J • 1 1 '-t •- • • • • • S • • • • • • •• •• • • • • • • • • • • • • ••• • k a FASTENER ANCHOR SCHEDULE LOADS AND SPANS MAX. SPACING (IN.) RED'D FOR VARIOUS DESIGN EXISTING l STRUCTURE ANCHOR TYPE LOAD P.S.F. MAX. NOTE MIN. 3/4" EDGE DISTANCE S UP TO SPA NOTE 1) (SEE SPANS UP TO (SEE NOTE 1) SPANS UP TO (St'E NOTE 1) CONNECTION 1 2 TYPE 3 4 5 CONNECTION 1 2 TYPE 3 4 5 CONNECTION 1 TYPE 2 3 4 5 000M I 48 12 12 12 12 12 12 12 10 12 11 12 7 6 12 7 62 67 12 12 11 12 12 12 11 8 7 12 9 12 6 6 12 6 EFaVaVai> 12 12 10 12 11 12 12 8 12 6 6 12 6 1/4^0 x MIN. 3" SCREW W M 2AEMBEO ENT SHEAR PARALLEL OR PERPENDICULAR TO WOOD GRAIN 72 12 12 9 12 10 12 L 7 12 7 12 6 6 12 1' 92 12 9 7 12 8 12 6 6 12 6 12 6 6 12 6 200 12 6 6 12 6 12 6 6 12 6 12 6 12 6 `I 1 11111111i1 7116'0 W/ 5 /8" & 1 /4 STEEL 48 12 12 : % / /�/ 12 12 12 8 6 5 12 12 12 12 5 4 7 f / 12 12 12 5 4 11 10 3 3 r 11 7 3 3 62 12 12 11 WOOD BUSHING MIN. EMBEDMENT T -20 MACHINE SCREW 67 12 4 10 3 7 3 72 12 8 � 12 5 12 4 12 3 10 3 �y�/j 7 3 g2 12 4 12 4 10 3 7 3 10 3 7 3 112 200 10 3/ 9 3 10 3 7 3 10 3/ 7 3 10 3 /..5 7 3 10 3/ 7 3 10 3/ 7 3 .. .kErittannien 1/4 FEMALE 1 -7/8" L 1/4 SCREW 48 12 12 12 12 12 12 12 12 12 12 12 8 12 8 62 12 12 72 12 12 12 12 11 12 10 12 6 12 7 67 12 12 12 12 12 12 11 10 12 9 12 6 12 7 ELCO MALE/ "PANELMATE" W/ MIN. 0 EMBEDMENT - 2 MACHIN WITH NU, 72 12 12 12 12 12 12 9 10 8 8 12 8 12 6 12 7 92 12 10 10 12 9 12 6 12 7 12 6 8 12 7 112 12 7 8 12 7 12 12 7 12 6 8 12 7 200 12 6 8 12 7 12 1'1 8 12 7 12 6 8 12 7 05/15/02 16:47 ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1. 2 ANCHOR TYPE AND EDGE ON DESIGN STRUCTURE LOADGREATER THAN N OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 4.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 5.FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. 6. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN.I WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 7. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT), U.O.N. 8. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. *9. DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. REMOVABLE ANCHORS ARE REQUIRED FOR DIRECT MOUNT 6" O.C. OR 12" O.C. MAX. SPACING ONLY. SPACINGS SHALL NOT EXCEED VALUE SPECIFIED IN ANCHOR SCHEDULE. LOCATE FASTENER IN NARROW PORTION OF KEYHOLE SLOT OR KEYHOLE WASHER. *10.}.6,4-20 TRUSS HEAD BOLTS MAY BE USED IN LIEU OF 1/4 -20 SIDEWALK BOLT IF 690 KEYHOLE WASHERS ARE USED. • • • •• • • •••• • • •••• • • •• •• • • • • • •• • • • • • • • •• • PRODUCT REVISED as complying with IDe Vinod• Balding Cade _ Q31 LL Acceptance N g Esp1 0o Date Mia et DIvSko A m • 442 •••• z� • •• V. KNEZ y� y ER R License JILa''1OBS.1 •• alS o S g � AI X81I • • E5 ,••• •••• •• en. 03/06/01 (' e0 x ` ' 7120e LO 01 -243 f 9 of 10 MIN. STORM PANEL SEPARATION FROM GLASS SCHEDULE POSITIVE - DESIGN LOAD 1W (P. S.F.) ACTUAL SHUTTER SPAN (FT - IN) MINIMUM SEPARATION FOR INSTALLATIONS 30' OR LESS ABOVE GRADE (INCHES) MINIMUM SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) BAR NO BAR NO BAR 30.0 3- 0 2 -1/4 2 -3/4 1 -1/8 4- 0 2 -1/4 2 -3/4 1 -1/8 S- 0 2 -1/4 2 -3/4 1 -1/2 7- 0 2 -1/4 2 -3/4 1 -1/4 8- 8 2 -1/4 2 -3/4 1 -5/8 12 - 0 3 -1/4 3 -1/4 2 -3/8 40.0 3- 0 2 -1/4 2 -3/4 1 -1/8 4 - 0 2 -1/4 2 -3/4 1 -1/8 5- 0 2 -1/4 2 -3/4 1 -1/8 7- 0 2 -1/4 2 -3/4 1 -1/4 8- 8 2 -1/4 2 -3/4 1 -1/2 10 - 8 3 -1/4 3 -1/4 1 -1/4 50.0 3 - 0 2-1/4 2 -3/4 1 -1/8 4- 0 2 -1/4 2 -3/4 1 -1/8 5- 0 2 -1/4 2 -3/4 1 -1/4 7- 0 2 -1/4 2 -3/4 1 -3/8 8- 8 2 -1/4 2 -3/4 1 -3/4 9- 7 3 -1/4 3 -1/4 2 60.0 3- 0 2 -1/4 2 -3/4 1 -1/6 4- 0 2 -1/4 2 -3/4 1 -1/8 5- 0 2 -1/4 2 -3/4 1 -1/8 7- 0 2 -1/4 2 -3/4 1 -3/8 8- 8 2 -1/4 2 -3/4 1 -7/8 8- 9 3 -1/4 3 -1/4 1 -7/8 70.0 3- 0 2 -1/4 2 -3/4 1 -1/8 4- 0 2 -1/4 2 -3/4 1 -1/8 5- 0 2 -1/4 2 -3/4 1 -1/4 6- 0 2 -1/4 2 -3/4 1 -1/4 7- 0 2 -1/4 2 -3/4 1 -3/8 7 - 10 2 -1/4 2 -3/4 1 -3/4 20 GAGE STEEL STORM PANEL SPAN SCHEDULE NEGATIVE DESIGN LOAD W (P.S.F.) FOR MOUNTING CONDITIONS E. G, H, I, 1, K, K1, L & N FOR MOUNTING CONDITIONS W, Y, Z, AB, AC &AD L MAX, (FT -IN) L MAX. (FT -IN) 30.0 12 - 0 10 - 6 35.0 12 - 0 10 - 4 40.0 11- 11 10 -0 45.0 11- 3 9 -8 48.0 10- 10 9 -6 50.0 10 -8 9 -5 55.0 9 - 8 9 - 2 60.0 8 -10 8 -9 62.0 8 -7 8 -7 65.0 8 -2 8 -5 67.0 7 -11 8 -2 70.0 7 - 7 7 - 10 72.0 7 -6 7 -7 75.0 7 - 5 7 - 3 80.0 7 - 4 6 -10 90.0 7 -2 6 -1 100.0 6 -6 5 -6 110.0 5 - 10 5 - 0 112.0 5 - 9 4 - 10 120.0 5 -S 4 -6 130.0 5 -0 4 -2 140.0 4 -7 3 -11 150.0 4 -3 3 -8 160.0 4 -0 3 -5 170.0 3 -9 3 - 180.0 3 -7 3 -0 190.0 3 -5 2 -10 200.0 3 -3 2 -9 05/15/02 16:47 E NOTES. 1. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. PANEL SPAN. POSITIVE LOADS LESS THAN OR EQUAL TO THE NEGATIVE LOAD ARE ACCEPTABLE. 2 ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SEPARATION FROM GLASS. 3. FOR DESIGN LOADS BETWEEN TABULATED VALUES. USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. B L E 1 • • • • • •• • • • • • • W � w • • a >0. •••it • • • • 0 Q� •• ••1011 • • ••••� ••ammmimm • • •• •• • • • • • •• • PRODUCT REVISED as complying with the Flmlds Bidding Code Aeeeptoea N Ems don DatsijaZA111,004 M ihi Dad Division p a 8 i g UW c 19 • ▪ •••• ; 1 ••211 ILO • �cUf 8 •• (e.r• 03/06/01! ` (( G = �� �° a 01 -243 j sheet 10 of 10 • •• •••• • •••• • ••• • •• • •••• • It •• • • MIAMI SHORES IL1L AGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address . ng Inspector Date 2- Z' 62 Member .. -__ . Member Repairs Date. ___ /'' No /_5 Registered Architect and /or Engineer . Name and address of licensed contractor.. t' L J?ie 4 77141 / 3 3 e /4/ Jo! 4 Location and legal description of lot to be built on: Lot___vZ ' Block /7 Subdivision __._7 Street and Number where work is to be done /f 7 9 State work to done and purpose of building (by floors) 42- Z :� Street___ • / Read, Sworn to and Subscribed before me. ,19 and for no other purpose. New Building Remodeling Addition To be constructed of Kind of foundation Roof Covering ,,��-- 1 Estimated Total cost of improvements $ r�'_ Amount of Permit $ 2 Zone cubage required .Plan Cubage Distance to next nearest building Size of Building Loth ,/ 2---S- Maximum live load to be borne by each floor I hereby sub it all th plans and specifications for said building. All notices with reference to,t ea / e bu'Iding and its constru ion may be sent to '�9 * 4) " -? c / , b ��I'Y : ,C^ PG % 1 The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub- contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed). t COUNTY OF DADE. 1 SS. STATE OF FLORIDA, Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared No. of Stories to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No 2 Disapproved - D e (Signed) Notary Public, State of Florida My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship.