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801 NE 97 St (7)'D.....7SO MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 B ' Inspection Request Date E � (0 Time I nd ,nleile k . -- 0 Type Insp'n Permit No. Name Address \ \�'F ai Company � l 5f0 ' Phone # '1 For Inspector: 6I 2 U ( IT Name & Date Approved Correction Re- Insp'n Fee MIAMI SHORTS VILLAGE BUILDING I EPARTMENT 305 - 795 -2204 Building Inspection Re es Date 7 -1 G.../Q? Time �y Type Insp'n x .( %4)/ Permit No. ; 1 Name 6 / d c Tf'y' y Address dP de, / ! f ® O J.J . Company �1 �'�' 9 4 C4 (1 [/�f�' � Phone # For Inspector: 7- 1 '' 9$ Name & Date Approved Correction Re- Insp'n Fee Owner's Address Miami Shores Village Building Department BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) : y'' (\J. 1 Phone # ';' L\ - C - City , C, ‹k. i ° r State Tenant/Lessee Name 1+ r� Job Address (where the work is being done) (), i ; - City Miami Shores Village County Miami -Dade Zip > I Is Building Historically Designated YES NO ! 1 I Contractor's Company Name 'St C, l'V " 1l; `� Phone # - ? N - �2 ,al .- ) L 1 Contractor's Address ) .) t l 2 3 i- L,- 7 i(' City 1 J " Al \ State i • Zip 5 � J! c Qualifier 1 "v;: - t -t 1 24! . 1 2 (4'2 2 r H, 6--F- Architect/Engineer's Name (if applicable) Architect/Engineer's Address City State Zip ( i $ Value of Work For this Permit Number of: Bays Stories Families Bedrooms Baths Type of Work: DAddition DAlteration (]New 11 �Repair/Replace ❑ Demolition r' Describe Work: .. `! h 4 �r a'1I � t'l A - 11: < , 1i` 1 [ ''I Y Y. 1 (, .k i _‘: ''; s I/ ,1 '. - `> * * * * * * * * * * * * * * * * * * * * * * * * * */ *Fee calculation-Kw Permits * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** County Escrow Fee $ r Permit Fee $ Notary $ Education/Training Fee $ Tech $ Scanning $ Radon $ Code Enforcement $ Bond $ truct. $ Minus Plans Check Fee $ Fee Totals $ � � N? (Continued on opposite side) / Zip Permit No. Master Permit No. 1 Phone # .. Phone # 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 tir Square Footage Of Work: 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 t • of such posted notice, the inspection will not be approved and a reinspection fee will be charged. a ) Signature ,,'� 7( 4..- ,r-- -. / �(c - r -1 7 Owner or Agent Con The foregoing instrument was acknowledged before me this ��' The foreping instrument was acknow e • ge • • efore AN this ' -- �. day of - � i., , 20 ✓ - , by / ) a r (- -a a. i 1 k_/ 3 ' ( f day of . ) t , 20 C)3 by a�.::.�/ �4''•Q . z who is personally known to me or who has produced c../ who *personally ownqo me or who has produced r; L-- NOT LIC: Sign: P My Commission Expires: * * * * * * * * * * * * * * * * * * * * * * * ** State Certificate or Registration Chc6/1 8/03 As identification and who did take an oath. ►1 11 T NtfAIIY PUBLIC COMMISSION NO. C Y COMMISSION EXP. NE 2S_ 004 . O. APPLICATION APPROVED BY: as identification and who did take an oath. NOTARY PUBLIC Sign: 1'IG al 40, CI * * * * * * *� .1 ** NOTARY PUBLIC STATE OF COMMISSION NO. CC941060 M Y COMMISSION EXP. E 25 14 Print: My Commission Expires: * * * * * * * * * * * * * * * * * * * * * * * * ** petency Holder) Certificate of Competency No. riSCC ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** JUL 1 0 2003 Plans Examiner Zoning .w:rgify FYtnr;ttu3 tru rf- "yoftho oncingl1/ ,' on ,AO20 ^Gt. u;t ono+ County Courts NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION t PERMIT NO. - Z/D3 i ° L�1TAX FOLIO NO. , ` •49)0(W 19 SS& STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal escription of property and street/address: c-enC 2. Description of improvement: n a IiGL- iy oP YGl en Q,11i S lux -Kt( f 3. Owner(s) name and address: 801 1\)F Mart a Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: U 15 tan Shoe fc1za tow nrl tit. t . 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration .rrddo rne Sworn to and subscribed before me this 15 day of JL Notary Publi Print Nota Nam My commission expires: 123.01 -52 PAGE 4 8/02 J CFN 2003R0480777 OR Bk 21428 Ps 2221; (1P9 RECORDED 07/15/2003 15:48:02 HARVEY RUVIM, CLERK OF COURT MIAMI -DADE COUNTY? FLORIDA LAST PAGE OFFICIAL TARYSFA "— BE TINA PEREZ NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. CC941060 MY COMMISSION EXP. TUNE 252004 , 2003 111111111111111111111111111111111111111111111111111111 33'otS date is 1 year from the date of recording unless a different date is specified) CLLA-da, 1 AAmt Signature of Owner Print Owner's Name Prepared by Si u k I fj7 Miami Shores Village Requirements for storm shutter inspection: •Leave Village approved plans and permit out for inspection. •All shutters with all hardware must be installed at time of inspection except egress windows in bedrooms. 1 37 )cam 113K.S2- poecortitorN 141e sot Ne Q1th i(nkaf■tt, 511005,+ P 3at3a 5 38 x28 { 1 3 �--- }.-- 3gx14-0 113 x5.2 113 Y 7— Aeeord ica ' eaCeeialt9P GI to6soo34c � tsl ►c,04ers noc o N\,. - net -kt ni y t 2P 53oa s C&) -DJ `� ►t 8s� 113 Xs2_ t A cl Pi • 0 WORL .L mew W wa�,e�r Irina Eh OW Established 1957 METALIECH, INC. Date : i f aiv s To . Maki 5h, es ([ay - J Metal Tech, Inc. is the Dade County Notice Of Acceptance holder for : MAXIMUM w n. IMPACT- HURRICANE SHUTTERS ENCLOSURE SYSTEMS Acceptance No: Exp Date: Bahama Shutter 02- 0122.04 02/24/37 Slimiine Accordion 02- 1009.10 01/27/08 Econoline Accordion 02- 0924.02 04/06/07 Hurculine Accordion 02- 0507.08 06/13/07 Maximum Impact Maxi Roll 50 02- 0305.01 04/18/07 Maximum Impact 50mm Roll -Up Shutter 01- 0206.12 04/19/06 24 Ga. ( 0.029" min) Storm Panel 01- 1224.07 03/22/06 20 Ga. ( 0.041" min) Storm Panel 02- 0611.05 , 07/22/07 .050 Alum. Storm Panel 02- 0312.08 10/22/06 .060 Alum. Storm Panel 02- 0611.03 07/01/07 This Letter authorizes \ I 5hu:6 to use the above named products at the following job site: ivl atm, 561 res , F'I 7635 West Second Court/Hialeah, FL 33014 -4434 U.S.A. Phone: (305) 823 -2323 / Tofl Free: (800) 432 -5180 / FAX: (305) 826 -7979 www.metaltech.com -quardianZtairictane.Dmiedth » dueh. aie. 6 193 nat 74 cite. Jlledlei, (7 .L' 33166 rl uttle. (305) 994 -7839 ;trzz • (305) 994 -7879 /,:.1/0.5 roo c,6am/ion antler Done/tie of pyue l ofatitoolzatioa germ go idiom it may e.1kLe,nt.' doe ale the ay/honked sitana/aehteer o/ the "Zg 100" dle.enahnet ehatlee. %der the rprodaet &Wool %, 00- 0705 -0.5 li b . idler aufltavuza , ?deal Jtown siucfterr Sete. e am car aboo meted prod/leii`1 aeeoedaetee milk the appenpliate &mkt eeda., at addition, all peodta appliealfoiu are la be atrie* adhered to. olhoaga refer to dabenitt d engineering. Vitton 511u4 1"'iRD° d\l uki 11 of 801 i o rs ) a.51-6,941 64 a ; c igir¢ftUe.: BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MetalTcch, Inc. 7635 West 2 " Court Hialeah, Florida 33014 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: 0.031" (min.) Steel Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 95001, titled " Maximum Impact Storm Panel ", sheets 1 through 7 of 7, prepared by Ramms Engineering, Inc., dated January 10, 1998, last revision dated September 09, 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 change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 01- 0205.01 and consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 `VEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -290S NOA No 01- 1224.07 Expiration Date: 03/22/2006 Approval Date: 10/17/2002 Page 1 , Tj. 0 . MaDADE OFFICE (BCCO) BUILDING CODE COMPLIANCE PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Guardian Hurricane Protection Products, Inc. 722nw79terr miami f In 33166 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: HT -100 / Aluminum Accordion Shutter APPROVAL DOCUMENT: Drawing No, 00-871, titled " HT 100 Accordion Shutter ", sheets 1 through 6 of 6, prepared by Knezevich & Associates, Inc., dated July 23, 1996, last revision #S dated May 10, 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 unit shall bear a permanent label with thc 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 thc 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 thc 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 thc 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 ``Or\ shall he provided to thc 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 # 00- 0705.05 and consists of this pace 1 as well as approval document mentioned above. The submitted documentation was reviewed by Ilelnty A. Makar, P.E. MIAMI -D:\DE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING 140 \VEST FLAGLER STREET, SUITE 1603 MMI:\Mt, FLORIDA 33130 -1563 (305) 375 -_901 FAX (305)375-29 NOA No 02-0605.07 Expiration Date: 08/24,2003 Approval Date: 08/152002 Page I .090 FLAT BAR 2 3/8' P2 2' .050 MIN. VARIOUS DECREE CORNER PAN .050 MIN. CORNER PAN N 7/8' 1 3/32' 3 7/32' 3 1/32' 1 1 2 1/4' N 7/16 m cn Cu 7 w .093 125 T1 ® MOUNTING HOLES 12 1/2" 0.C. CROSS SECTIONS .090 5/8' CI 3 .093 2 3/8' H1 2' 1 29/32' VARIOUS TYPES OF F — TRACK NOT SHOWN 1 11/2' { RETURN .060 MIN. Co CU 7/8° 3/32' 3 7/32' 1 3/3r VARIES 5' MAXIMUM SPECIAL NET PANEL SECTION 3 7/32° 1 3/32' 7/8' VARIES BLOCKING N STUD MAY BE INTALLED IN REVERSE DIRECTION TYPICAL 4 SEMI L3H 1/8" MIN. 1 2 1/4 ALL STUDS 3/B' ; TYP. ) ALL APPLICATIONS ANGLES STUDDED IN INCLUDES 57UDOE0 TI SHORTER LEG ONLY Li 1/4 -20 X 3/4 1/8" 18 -8 STAINLESS STEEL �' -- KNURLED STUDS 12 1/2' 0.C. REFER 7a APPLICATIONS ON SHEE75 2 d 3 ANCHOR MOUNTING HOES LOCATED ON EITHER HORIZONTAL OR VERTICAL LEG. ®®AND1a STUDDED ANGLE DETAIL 1/8' x 1 1/2" FLAT STUDDED STRAP MAY BE USED IN PLACE OF ANGLE COMPLIES WITH: FLORIDA BUILDING CODE 2001 TESTED TO TAS2O1, TA5202 AND TAS203 DESIGN CRITERIA: PRESSURE REQUIREMENT CALCULATIONS MUST BE PERFORMED PER ASCE 7 "MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES" GENERAL NOTES: ALL ALUMINUM EXTRUSIONS TO BE ALLOY 6063 —T6 OR EQUAL STORM PANELS SHALL BE: 24 GAUGE STEEL, AS7M A653 50 GRADE E MIN. Fy = 90 K.S.I. MINIMUM VALUE WITH .031" MINIMUM THICKNESS HOT DIP COATED. WITH A NOMINAL WIDTH OF 12 1/2" THE STORM PANEL SHUTTER MAY BE INSTALLED VERTICALLY OR HORIZONTALLY. IN ACCORDANCE TD THE DETAILED SPEC /FICA77ONS HERE7N. PANELS MAY BE NOTCHED OR MITERED TO ACCOMMODATE AN OBSTRUCTION ANCHORAGE OF THE SHUTTER SYSTEM TO CONCRETE OR MASONRY SHALL CONSIST OF THE FOLLOWING OR EOUAL WITH MINIMUM ULTIMATE LOAD VALUES SHOWN 1/4' DIAL RAWL LOK /BOLT ANCHOR ( SLEEVED DRIVE ANCHOR ) MIN. TENSILE 1190 — MIN. SHEAR 1520 — 1 1 /8' M1N. EMBED. IN CONCRETE MIN. TENSILE 1200 — MIN. SHEAR 1270 — 1 1/8' MIN. EMBED. IN MASONRY 1/4 -20 RAWL CALK —IN ANCHOR ( MACHINE SCREW ANCHOR) WITH 1/4 -20 BOLTS MIN. TENSILE 1870 — MIN. SHEAR 1730 — 7/8" MIN. EMBED. IN CONCRETE MW. TENS /LE 880 — MIN. SHEAR 1340 — 7/8' MIN. EMBED. IN MASONRY 1/4" PER MA—SEAL TAPPER BY RAWL ( MASONRY SCREWS VARIOUS HEAD TYPES ) MW. TENSILE 1520 — MIN. SHEAR 1980 — 1 1/2" MEN. EMBED. IN CONCRETE MIN. TENS /LE 880 — M /N. SHEAR 1270 — 1 1/4" MIN. EMBED. IN MASONRY 1/4 ZAMAC NAILIN BY RAWL (ZAMAC HAMMER DRIVES ) MIN. TENSILE 980 — MIN. SHEAR 1400 — 1 3/8" MIN. EMBED. IN CONCRETE MIN. TENSILE 730 — MIN. SHEAR 1320 — 1 1/4" MIN. EMBED. IN MASONRY ANCHORAGE TO WOOD CONSTRUCTION SHALL BE 1/4 STEEL LAGS OR LARGER WITH 1" MW. THREAD PENETRATION. 1/4 -20 BRASS WOOD BUSHINGS OR 1/4" ELCO PANEL MATES OR MASONRY SCREW WITH 1 7/8" MIN. THREAD PENETRATION. REFER TO SHEETS 5,6 de 7 OF 7 FOR ANCHOR SPAC/NC AND MIN /MUM EMBEDMENTS IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITHSTAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE. EACH PANEL SHALL BEAR A PERMANENT LABEL OR STAMP SHOWING METALTECH, INC. HIALEAH, FL " " DADE COUNTY PRODUCT CONTROL APPROVED ° WARNING TO OWNER OR TENANT LOCATED IN EACH HEADER OR ONE PANEL OF EACH OPEN /NC, STATING " STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING STRAPS OR BOLTS ARE PROPERLY INSTALLED. WHEN REQURED PERMANENT FASTENER COMPONENTS, EMBEDDED ANCHOR BOLTS. THREADED CONES OR METAL SHIELDS, NOT IN USE, MUST BE PROTECTED AGAINST CORROSION. CONTAMINATION AND DAMAGE AT ALL TIME. ,325 T'H:CK KEY HOLE WA�IWFi...../ 46./1"/ 1 4' 4! 1 ROBERT!' . MON3OUR, PE EB- 0006024 RAMS' ENGINEERING, INC PRODUCT REVISED as complying with the Florida Belding Cods Acceptance No0 f -1 ZZ-4 -. c E:pintioa Date By Miami Da roduct Control Division 24 ga. I REVISIONS 03/20/98 06/12/98 08/14/98 12/15/00 01/17/01 07/15/02 09/ 09/02 SP SP SP SP SP SP SP 1 SEP/JRB 07/10/98 SHOWN 9800 7 1 N O OEM 4" L DETAIL 1 SEE ANCHOR SCHEDULE CONNECTION TYPE "B" .500 NOTE` . • t • E. D.:` )/ SEE ANCHOR SCHEDULE CONNECTION TYPE "D" HEADER or SILL DETAIL 5 E.D.. :•. Atom 7C, OBSTRUCTION .500 DETAIL 9 AIACHIIVE F1OOR PLUG -- SCREW ANCHOR � " 0.C. FULL STORM PANEL (IYP.) • CORNER PAN ANGLE MAY VARY R 0 FLANGE MAY BE REVERSED THRU BOLT W/ LOCK NUT 12' O.C. SEE ANCHOR SCHEDULE CONNECTION TYPE "B" OR OTHER HEADER or SILL REFER TO TIi4T APPUCATION FOR PROPER CONNECTION TYPE O CONTINUOUS BLOCKING 2 PIECES FASTEN TOGETHER WITH 164 RIVETS OR /8 TECK SCREWS 12' 0.C. 1/B X 1 1/2 FLAT BAR SILL STUDDED WITH W/NGNUTS 1 B / SPECIAL PANEL CONAGURA77ON MAY BE NEEDED FOR TRAPPED WIDTHS.. PANELS MAY BE ADDED TO WITH A MAXIMUM ADD -ON OF 3' FASTENED TO PANEL BY THE USE OF 164 POP RIVETS 3/16" TUBULAR RIVETS OR 10 -24 THRU BOLTS 16 0.C. RETURN PAN VARIOUS SIZES SEE ANCHOR SCHEDULE CONNECTION TYPE "C' (HEADER or SILL DETAIL 12 A, B, C R• D DETAIL 2 RETURN PAN, ANGLE TUBE OR WOOD MUST BE USED ON ALL BUILD OUT CONDITIONS 70 CLOSE OFF ENDS PLAN VIEWS NOTE** 7 5/8' MAX. r' 71.5 PSF MAXIMUM MAXIMUM PANEL HIEGHT 98".' • SLOTTED MOUNTING HOLE AGCY BE USED IN CENTER WEB OF PANEL. TIP. FOR ALL HEADER ON TOP SPECIAL PAN APPLICATIONS. SILL ON BOTTOM 1/4 -20 x 3/4 KNURLED STUDS WITH WASHERED WINGNUTS (rm.) OR 1/4 -20 RIVElNUT M71I 1/4 - 20 FLOOR PLUG (7YP.) -- — INSIDE CLOSER PAN ASSEMBLY / L __ 1/4 -20 BOLT LOCHNUr 6"-.8 FROM BOTION ONE EACH SIDE RO HEADER or SILL MAY BE INSTALLED IN REVERSE DIRECTION OR ® CONTINUOUS BLOCKING 3/16 ANGLE BOLTED TOGETHER MTH 1/4 -20 THRU BOLT W/ LOCK NUT 6' 0.C. USED AS HEADER OR SILL 1 MIN. SEE ANCHOR SCHEDULE CONNECTION TYPE "E" DETAIL 6 HEADER or SILL RV!) MAY BE INSTALLED IN REVERSE DIRECTION AS IN DETAIL 6 1 } Q DETAIL 10 OPTIONAL USE OF WANGLE FOR PURPOSE OF EXTENDING WALL FLOOR PLUG AND MACHINE SCREW ANCHOR 12' 0.C. CLOSER PAN HANDLE HEADER or SILL SEE ANCHOR SCHEDULE CONNECTION TYPE "A" DETAIL 3 CON7IN000S BLOCKING RO 3/16 ANGLE BOLTED TOGETHER ;7H 1/4 -20 THRU BOLT W/ LOCK NUT 6' O.C. USED AS HEADER (. i? SILL R O CONTINUOUS BLOCKING 3/16 ANGLE 1/4 -20 MASHINE SCREW ANCHOR WITH SIDEWALK BOLT OR 1/4" MASONRY SCREW 3" 0.C. • 3 ; MIN.- EDGE DISTANCE • PQURED - CONCRETE ONLY MAXIMUM GAP BETWEEN STROM PANEL AND D.LO. SHALL NOT EXCEED 1/4' AS VIEWED FROM FRONT VIEW PANEL NOTCHED AT BOTTOM TO PASS OVER STUD AND 4YINGNUT IN SILL (EACH SIDE) HEADER or SILL • . E a - :.• i401'6* • SEE ANCHOR SCHEDULE CONNECTION TYPE "C" DETAIL 4 SEE ANCHOR SCHEDULE CONNECTION TYPE "A" CONTINUOUS WOOD BLOCKING VARIOUS SIZES DETAIL 7 9 IMX/MUM NOTE: ®or 1B HEADER or SILL 1' MIN. ROBERT S. MONSO?JR, PE EB- 0006024 128111 ENGINEERING, INC. OR OTHER HEADER or SILL REFER TO THAT APPIJCATION FOR PROPER CONNECTION TYPE 1, \E. D. C L� S10RM PANEL WINDOW OR ODOR OPENING 2 3/4 MAX. NOTE* MA 1LN IMPACT' STORM PANEL HORIZONTAL INSTALLATION ELEVATION E.D.\ AG4Y BE MOUNTED VERTICALLY OR HORIZONTALLY DETAIL 11 WHEN ANCHORING TO WOOD, THE WOOD MUST BE A MINIMUM 2 X 4 EQUAL TO /2 SOUTHERN PINE WITH 0.55 SPECIFIC GRAVITY AND STRUCTURALLY PART OF THE FRAMING STRUCTURE OR R SUCLR LY ATTACHE TO FRAMING STRUCTURE VERTICAL INSTALLATION ELEVATION SEE ANCHOR SCHEDULE CONNECTION TYPE "B" DETAIL 8 SEE ANCHOR SCHEDULE CONNECTION TYPE "D" R ® CONTINUOUS BLOCKING BOLTED TOGETHER WITH 7/4 - THRU BOLT W/ LOCK NUT 12' O.C. RC) CONTINUOUS BLOCKING 1/4 -20 x 3/4 KNURLED STUDS WITH WASHERED W/NGNU7S 12 1/2" O.C. (TYP.) IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE. SHUTTER SYSTEM MAY BE INTSALL INTO WOOD, CONCRETE, MASONRY. PRODUCT REVISED as complying with the fl t* / Bolding Code Acceptance No 0 – / ZZ Expiration Date By Miami Product Control Division o7 06 REVISIONS BY 03/20/98 06/12/98 08/14/98 01/17/01 4 SP SP SP SP a 0 8 SEP / JRB / RSM 07/10/98 SHOWN 9;001 •m 2 ��. 7 .m., 1/4 -20 FLOOR PLUG WITH MACHINE SCREW ANCHOR HEADER OR SILL • CONCRETE OR MASONRY . e , CONNECTION TYPE •" ' • REFER TO DEFECTION CHART CONNECTION 1/4 -20 FLOO PLUG WITH 1/4 -20 BRASS WOOD BUSHING HEADER OR SILL INTO WOOD 1 " MIN. CLASS MEW= NC STORM PANEL j L SEE ANCHOR SCHEDULE CONNECTION TYPE "B" DETAIL 15 SERVE THRU WINDOW , DETAIL 21 NOTE: STORM PANEL THE METALTECH STORM PANEL MAY BE INSTALLED WITHOUT 174E USE OF AN EXTRUDED HEADER OR SILL. THE SHUTTER MAY BE ANCHORED DIRECTLY TO THE STRUCTURE WITH THE USE OF ONE OR A COMB /NA770N OF DETAIL 13 NOTE* 1 1/4" MAXIMUM WOOD COUNTER 1 1/4" MAX. THICKNESS COUNTER MAY BE MADE OF OTHER MATERIAL 131'AIL I� 3/8" THRUBOLTS 9 1/2" O.C. WITH 2X3X.125 ANGLE ON BOTTOM WIND PRESSURE 71.5 P.S.F. MAX. MAXIMUM PANEL LENGTH 48" SEE ANCHOR SCHEDULE CONNECTION TYPE "C" E /�r• .: " DETAIL 16 SEE ANCHOR SCEDULE FOR ANCHOR TYPES ALL ANCHORS 12" D.C. X f . • . 4 . . • NOTE* 1/4" PANEL MATE SCREW V/1TH 14 -20 WITH WASHERED WINCNUT • HEADER OR SILL WOOD, CONCRETE OR MASONRY • po. CONNECTION TYPE "A" DETAIL 17 1/4 ° PANEL MATE WITH MACHINE SCREW HEAD WITH 14 -20 SIDEWALK BOLT HEADER OR SILL WOOD, CONCRETE OR MASONRY SEE ANCHOR SCHEDULE 11°1.* " " •, d•C•i CONNECTION TYPE A SEE ANCHOR SCHEDULE CONNECTION TYPE "C" DETAIL 18 O ®or®HEADER or SILL SCREWED OR BOLTED TOGETHER WITH 1/4 -20 THRU BOLT W/ LOCK NUT 12" 0.C. R ® CONTINUOUS BLOCKING 1/4 ANGLE GAS 59.5 PSF MAXIMUM / PANEL HEIGHT 109" MAXIMUM DETAIL 22 ADJUSTABLE HEADER OR SILL REFER TO DEFECTION CHART STORM PANEL p nON TYPE "A" HEADER or SILL . ED '.' . 1/4 -20 MASH/NE SCREW ANCHOR WITH SIDEWALK BOLT OR 1/4 MASONRY SCREW 4 0.C. 3" MIN. EDGE DISTANCE POURED CONCRETE ONLY STUD HEAD STUCCO F7NISH REFER TO DEFECT7ON CHART NOTE: STORM EL (111 � lr ©O PANEL SECURED WITH -� WASHERED WINGNUTS SEE ANCHOR SCHEDULE CONNECTION TYPE "A" NOTE OTE *' .' © ANDOHE4DER or SILL DETAIL 19 ROBERT 3. MONSOUR, PE EB- 0006024 UMW ENGINEERING. INC ©D . NOT . CDMECTlON TYPE "A° TT CONNECTION TYPE "A" PRSTUCCO INSTALLATION DETAIL 14 GLASS 1/4 -20 MACHINE SCREW ANCHOR DETAIL 20 WHEN ANCHORING TO WOOD, THE WOOD MUST BE A MINIMUM 2 X 4 EQUAL TO /2 SOUTHERN PINE WITH 0.55 SPECIFIC GRAVITY AND STRUCTURALLY PART OF THE FRAMING STRUCTURE OR SUCUREL ATTACHED TO FRAMING STRUCTURE 1.25 DN EXTRUDED ALWINUN TUBE .062 WALL THICKNESS 1.125 DIA MOLDED NYLON CAP 1/4 -20 MIS FIDOR PU1C 5/8' STANDARD 1' MAX. IT S/-I4LL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE. SHUTTER SYSTEM MAY BE INTSALL INTO WOOD, CONCRETE, MASONRY. PRODUCT REVISED as cNtyin¢ with the Fluids Belding Code Acceptance No 0 -/ 2 2- • 07 Expi tioo Date . . ' 00 B)' A l ' Aar • Miami t : e Product Control Division J REVISIONS BY 03 /20/98 SP 04/20/98 s 06/12/98 sP 08/14/98 sP 01/17/01 sP 01/11/02 s P 4• r DWI SEP / JRB / RSM AINOWILI 01/10/97 SHOWN 9B00I .m 3 7 .�, DESIGN PRESSURE PANEL SPAN 21.93 142" 25.51 139" 29.99 136" 35.36 132" 37.44 130" 39.10 129" 40.77 127" 44.40 724" 47.81 123 VA& 119" 58.06 712" 61.47 109" 66.85 704" 71.46 100" 75.30 95" 81.45 88" 86.83 82" 91.44 78" PANEL HEIGHT 0"-90" 90' -142" WALL MOUNT 2 5/8" 3 1/2" INSIDE MOUNT 2 5/8" 3 1/2" BUILD OUT 2 5/8" 3 1/2" PANEL HEIGHT 0" -104" 104' -142' WALL MOUNT 2" 2 1/4" INSIDE MOUNT 2" 2 1/4" BUILD OUT 2" 2 1/4" 24 ga. STEEL USE 59.5 P.S.F. COLUMN AND 124" PANEL SPAN ON ANCHOR SCHEDULE FOR ANCHOR SPACING FOR SPANS OVER 124" 11 HORIZONTAL BRACE STRAP HEADER AND SILL` if n THE METALTECH STORM PANELS MAY BE INSTALLED WITH OR WITHOUT THE HORIZONTAL BRACE STRAP. REFER TO PANEL DEFLECTION CHARTS. 3 /4'DIA. I HORIZONTAL BRACE STRAP 1/4 -20 STUD WITH WINCNUT 12 1/2" O.C. DETAIL "E" 3/4' DIA. FASTENER MUST BE IN NORROW PORTION OF KEY HOLE, IF NOT A KEY HOLE WASHER SHOULD BE USED MOUNTING HOLE MAY ALSO BE A 9/16" DIA. CIRCLE DETAIL "G" FRONT VIEW SIDE VIEW 1/8" X 3/4" FLAT ALUMINUM BAR SIDE V/EY/ FRONT VIEW MAXIMUM GAP BETWEEN PANEL AND HEADER /5 1/4" (7YP.) DETAIL "F" u 8 c"ym 3 /4'DIA. DETAIL 13 ON SHEET 3 142" MAX. PANEL HEIGHT NO PANEL STRAP IS REQUIRED HIGH VOLOCITY HURRICANE ZONE PANEL DEFLECTION CHART WITHOUT HORIZONTAL STRAP MIN /MUM DISTANCE BETWEEN GLASS AND PANEL DETAIL 13 ON SHEET 3 WALL MOUNT ANCHORING PANEL TOP & BOTTOM NO HDR. OR SILL 1�' 3 /4'DIA. .125 THICK KEY HOLE WASHER PANELS MAY RUN CONTINUOUS BY WIDTH EITHER HORIZONTALLY OF VERTICALLY EXPLODED ASSEMBLY DETA2 3, 4, & 8 ON SHEET 2 DETAIL 3, 4, & 8 ON SHEET 2 WALL MOUNT ANCHORING PANEL TOP & BOTTOM iiTirl STUDDED HDR /SILL 24 GA MAMMA tWACF STEEL STORM PANEL ti z W i — o � FRONT VIEW SIDE VIEW HEADER AND SILL TYPE MAY VARY, DEPENDING ON APPLICATION DETAIL 1 ON SHEET 2 DETAIL 15 ON SHEET 3 DETAILS 3,4 AND 8 ON SHEET 2 WALL MOUNT WTRK HDR. AND SILL DETAILS 5,7,9.10 AND 11 ON SHEET 2 V t ' ^ ROBERT ' . Li0NSOUR, PE EB- 0006024 VR11 EJiGINEERING, Inc 142" MAX. PANEL HEIGHT ONE PANEL STRAP LOCATED MIDSPAN HIGH VOLOCITY HURRICANE ZONE PANEL DEFLECTION CHART WITH HORIZONTAL STRAP DETAILS 5,7,9,10 AND 11 ON SHEET 2 TYPICAL SECTION VIEWS MINIMUM DISTANCE BETWEEN GLASS AND PANEL BUILD OUT W1TH HDR. AND SILL DETAIL 2 ON SHEET 2 DETAIL 16 ON SHEET 3 DETAIL 4 ON SHEET 2 INSIDE MOUNT WITH HDR. AND SILL PRODUCT REVISED as c plying with tiro Florida Belding Code Acceptance No O 2 E:plratioo Date BY I'-� / Miami Dad ''rodact Control Division •07 006 REVISIONS BY 03 /20/98 SP 06/12/98 SP 08/14/98 SP 12/04/00 SP 01/17/01 SP 01/11/02 sP 09/09/02 sP w 0 4, sEP /.IRB APPRVICI 01/10/98 SHOWN 9800 4 7 ANCHOR SPACING vs DESIGN PRESSURE AND CONNECTION TYPE 59.6 PSF 71.5 PSF = cL= EC CCr:PE - 1 CCO :c E SLCC:: Ez PC:JFcO CCr+C -_ I CG +., -e'c ELCCK • _Cr __ TYPE r- CCNrr' :rON rePE ' '� = CCta IEC'tCN -'.£ I rOrr:cC Ty r-2 ANCHOR TYPE -_— PANEL E.D. j A I el C iD E L A ) B LC -- 1 0 _.1 ` E A I B I C I D j E I A I 8 1 C_J D L E 68' Span 3 _ 16 13 11 13 13 : 16 13 13 13 13 16 13 9 13 13 : 16 . 13 10 13 13 16 13 • 7 13 13 16 ; 13 8 • 13 13 16 13 9 13 13 : 16 13 _ 11 13 13 16 13 7 13 13 16 13 9 13 13 16 • 13 6 13 13 16 13 7 13 13 2- 1 1 /a" 1/4" SLEEVE ANCHOR 1 1/4" MIN. EMBEDMENT 88" Span 3 16 • 13 8 13 13 16 13 10 13 13 16 : 13 : 7 13 13 16 • 13 8 13 13 16 13 5 13 13 16 13 6 13 13 16 8 7 12 13 16 9 8 12 13 16 8 6 10 12 16 8 7 11 12 15 : 7 - 5 9 10 : 15 • 7 5 9 • 11 2" 1/4 705 3- 16 : 9 : 7 12 13 16 9 8 • 12 13 16 : 8 : 6 . 11 12 16 . 8 7 ' 11 12 15 7 5 10 11 : 16 7 5 : 10 : 11 15 5 6 7 6 ' 15 : 5 7 • 7 . 6 .. 5 5 6 5 14 . 5 : 6 6 . 5 12 4 4 6 5 ; 12 : 4 4 6 : 5... 2" 1 1 /4" 124' Span 3- 15 5 6 7 6 15 5 7 7 6 14 S 5 6 5 14 5 6 6 5 4 12 4 4 • 6 5 • 12 4 . 6 5 "- - •• ::__:.; _- .::L� : :.- „ >_ -:•-- :...m. '_ . - . .. - - ._ . _ ;.: ..�- -... : : : : : : : : : : : : : .: f : 255 : : :;: ::: : - :,4 E,'3:;._•..:;.;r.- � S u ';_ '_ ^ _Jx ' >�e.r,..�.._..., .v. .i:_: ; rn r: s,a — - .�. _,� <- = - _ ;7,-: - _ 'r•:«:- ^: -. .P.: =i =:e �..:"”' Y_`K• g7;: 2 1 1/4- ^ (� 68" Span 3" 16 13 : 10 13 13 . I, 16 13 8 : 13 13 16 13 : • 7 13 13 1 ■ 15 13 7 : 13 13 16 13 : 6 13 13 ! 14 13 6 13 13 16 : 13 8 13 13 14 13 7 13 : 13 16 : 13 7 13 13 : 13 13 6 13 . 13 15 : 13 6 13 13 12 12 5 12 : 12 2 1 1 1/4" III{ 0 1 1/4" SLEEVED DRIVE ANCHOR 1 3/8" MIN. EMBEDMENT 88". Span 3 16 13 8 13 13 : 13 10 6 13 : 13 16 12 6 . 13 13 ' 12 9 5 12 . 12 _ 14 11 5 13 13 11 8 4 11 • 11 15 7 6 10 11 i 11 : 5 : 5 7 8 13 6 5 9 10 10 5 4 6 7 12 6 4 8 9 ? 9 • 4 4 6 6 2" t 1 /4- toy" Span 3" 15 7 6 10 11 11 5 5 7 8 13 6 5 9 10 10 5. 4 7 7 .. 12 6 4 8 9 9 4 : 4 : 6 7 13 4 6 6 5 . 9 3 4 4 3 11 4 4 5 4 8 : 3 4 4 10 4 4 5 4 . 7 : 3 : 3 ® (1- I 1/4' ZAMAC HAMMER DRIVE 1 3/8" MIN. EMBEDMENT 2' 1 1/4" 124 - $ an Span 3 13 4 5 6 5 9 3 4 4 3 11 4 4 5 4 8 3 4 4 3 10 4 4 5 a 7 3 3 4 3 - _ . i i :: : �: :f •: =•':. , - ..... - ........ = - -- --- -- h'1: .:�\� -; .. r r . . 1 : .,. ' 1. .t j.1:�Z. �:.ti•.i.::i - -- L14•''.s- ,1 k r,- -..:. {:;- - .:. , ;:... ' . ....:. x ; • C _ 13 13 ' 16 13 7 13 13 13 13 15 13 6 13 13 13 13 14 13 5 12 13 2• 1 1 4 - . VARIOUS HEAD TYPES 68" Span 3 16 : 13 13 : 13 13 16 : 13 : 9 13 : 13 16 : 13 12 : 13 13 . 13 : 7 13 . 13 16 : 13 10 13 13 16 : 13 6 13 . 13 16 13 13 16 13 10 16 13 8 V t1 /4 Bs 3 16 13 12 13 13 : 16 12 7 13 13 16 13 10 - 13 13 14 : 11 6 13 13 16 13 8 13 13 I 13 10 5 13 13 16 11 10 13 : 13 13 6 6 : 9 10 16 10 8 13 13 12 6 5 : 8 9 16 9 7 12 13 •: 11 5 4 : 7 8 a mizGzquAl : w,I.,w -3 put '�1_ — _ 1/4" 1 1/2" lIM iM- �} I:VE 5, 14j- i>41 - l1. MASONRY SCREWS NT MIN. EMBEDMENT 2' 1 114- 105' Span 3" 16 11 10 13 13 13 6 6 9 10 16 10 8 13 13 `• 12 6 5 8 9 16 9 7 12 13 : 11 5 4 7: 8 16 7 8 9 7 11 4 5 5 4 16 6 7 8 6 10 4 4 5 4 16 : 6 : 5 7 6 1 9 3 3 : 4 3 2" 1/4- 124' Span 3 16 7 8 9 7 11 4 : 5 : 5 : 4 - 16 6 7 8 6 10 4 4 5 4 16 9 3 4 3 '? ?:iii >`: >:y'= '== - = i _c' : =•2r _ ' te : %' • - - -- ' ' ...:�.•.. r� ._: •. Ana_ r. - - - - _ _ - ` .:•:,s•.+r.:: != •�.:.:E3•e ::.'•: ?: : • C . _ -= - - - _ - - - . 2- 68 Span 3- 16 13 13 : 13 : 13 16 13 9 .13 13 16 13 13 : 13 : 13 16 13 8 13 13 16 13 11 : 13 : 13 ! 16 : 13 6 13 13 16 13 13 13 13 16 13 8 13 13 16 13 11 13 13 16 13 6 13 13 16 13 9 13 13 14 13 5 13 13 2.5" 2- 813" Span 3" 16 13 13 13 13 16 12 7 13 13 16 13 11 13 13 14 11 6 13 13 16 13 8 13 13 13 10 5 13 13 16 13 11 13 13 1 13 6 6 9 10 16 12 9 13 . 13 12 6 5 8 9 16 11 7 13 13 1 11 5 4 7 8 1/4.20 x 7/8" . 1/2" DIA. MACHINE SCREW ANCHOR 7/8" MIN. EMBEDMENT 2.5" 2 105" Span 3 16 13 11 13 13 . 13 6 6 9 10 16 12 9 13 13 12 6 5 8 9 16 11 7 13 13 11 5 4 7 8 16 8 9 11 9 11 4 5 5 4 16 8 7 10 8 10 4 4 5 4 16 7 6 9 7 9 3 3 4 2.5" 2 124' Span 3" 16 8 : 9 11 9 11 4 5 5 4 16 8 7. 10 8: 10 4 4 5 4 16 7 6 9 7 : 9 3 3 : 4 3 _ - _ ::: :: • - :,::�::::•::•:::•: ` _ _ ' t'= • . _: � ...� : ; : . Z :: : � :.r;,: ° `,, x , �.... s :...._... �._ .... ..:. ......_ �� ry%_.: 2.5' 2- A N C H O R da• H E D U L E L E .71 (1 � ROBERT S MONSOUR. PE EB- -0006024 RR1T1S ENGINEERING. INC. NOTES: SPANS AND LOADS SHOWN N T1-JS SCHEDLLE ARE FOR DETERMINING ANCHOR SPACNG ONLY. FOR ALLOWABLE SPANS VS. DESIGN LOADS REFER TO SFEET 4. 1d /N /; ✓.U! /. EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO AND /OR WALL FINISHES. SHADED AREAS REPRESENT ANCHOR CONDITIONS THAT ARE NOT ACCEPTABLE. IT SHALL BE THE RESPONSIBILITY OF THE CONTACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE 70 WITH STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE. SHUTTER t SYSTEM MAY BE INTSALL INTO WOOD. CONCRETE OR MASONRY PRODUCT REVISED as complying wftb the Florida Balding Code Ac eptaacc No - 22. .07 Expiadon Date 0 0 6 By Miami DadiProduct Control Division REVISIONS ^ BY 03/20/98 06/12/98 08/14/98 12/15/00 01/17/01 .. 0 SP SP SP SP SP fr o.x SEP /✓IZS 01/10/98 SHOWN 98001 7 .a, 5 ANCHOR SPACING vs DESIGN PRESSURE 81.E PSF 91.4 PSF AND CONNECTION TYPE = C1-1•777: CCNCPErE CONCaETE5LOCK novaED CCra: =E- CoNCaE - E:CCK - :T<_u ^r_ CONNEC1tCN 1Y'E CCnNEC"C•` : 9 1 CCrrIE vE ANCHOR TYPE PANEL E.D. A I S j C j D I E A I 8 I C D I E A a I c D E I A I 6 C I D I E 3' 16 13 . 8 13 13 16 13 : 9 13 ' 13 16 9 ' B 12 13 i 1c : 9 9 12 13 68 Span 2' 16 12 6 i 13 13 16 12 7 13 13 16 • 8 7 11 13 i 16 8 : 7 11 13 1. ' + 1 ' ' 1 1/4 16 11 : 5 13 13 16 11 6 13 13 15 7 5 10 11 i 15 : 7 • 6 10 11 3 - 16 6 8 7 ; 16 6 7 8 7 14 5 5 6 5 14 5 6 6 5 1/4 SLEEVE ANCHOR 88' Span 2' 14 = 5 5 : 7 6 14 5 6 7 6 13 • 4 4 5 4 1 13 4 5 5 4 1 1/4 MIN. EMBEDMENT 1 1/4 13 : 5 4 : 6 5 I 13 5 5 6 : 5 11 : 4 4 5 4 1 11 4 4 5 4 105• Span 2' : -•::.: < ,. r y \ •� .I ,T ; ,;;;;;;4 J. , M 124" Span 2- . --- _.. ,.r 3 - 16 11 : 7 13 13 ; 13 8 • 6 : 12 : 13 15 : 7 7 10 : 12 11 5 6 7 : 9 • 0 J� 68" Span 2' 15 10 6 13 13 11 7 : 5 11 11 13 6 5 9 10 [ 10 : 5 5 7 8 Q I'' i f t 1/4 14 9 : 5 13 13 10 6 9: 10 12 : 6 4 : 9 4 4 6 : 7 1/4. SLEEVED DRIVE ANCHOR 3 13 5 6 7 6 1 10 4 4 5 4 12 4 5 5 4 9 4 4 3 1 3/8 MIN. EMBEDMENT 88' Span 2" 12 4 5 6 5 ! 9 3 4 4 4 10 3 4 4 3 8 - _ 3 3 _ '/'�I 1 va- 10 4 4 : 5 4 1 8 3 3 4 3 9 3 3 4 ■ 7 r: =�'•'_ 3 " =� ^` 105' Span 2' ♦ 1/4 ZAMAC HAMMER DRIVE 1 1 /4 _ -.• - '- • -. _ 1 t J t 3/8' MIN. EMBEDMENT : : ..� 124' Span 2' 3 - 16 : 13 11 13 : 13 15 10 7 13 13 16 : 11 10 13 13 14 7 6 9 11 VARIOU HEAD TYPES 68 Span 2• 16 : 13 9 13 : 13 j 14 9 5 13 13 16 : 10 8 13 13 l 12 6 5 8 9 • � � 1 1/4• 16 : 13 7 13 13 12 8 4 11 12 16 : 9 7 12 13 11 5 4 7 8 i• TU- t 'XXiC- 3 16 8 9 : 10 9; 12 . 4 5 6 5 16 6 8 6 1 11 3 5 5 3 r1 88' Span 2' 16 7 7 9 8 f 10 4 4 5 4 16 5 6 7 5 9 3 4 4 3 ''"+�1� %�' : } �r } l- c� : rt ;r ierr_ � t 1 /4- 16 6 6 : 8 7 t 9 : 4 3 5 4 15 5 : 6 5 8 3 3 4 <:.. H } T I t•.3,1S�Ss t- rrl. }Yr r71. trPc i {T I7/Y"- 705' Span 2' >* 1/4' MASONRY SCREWS 3' r � .. 1 1/2" MIN. EMBEDMENT 124' Span 2' =- �� � 1 1/4- .7:::::'.:::-.:f - r 3' 16 13 12 13 13 1 15 10 7 13 13 .... 11 :9 13 14 .... 6......9 ,..11 68" Span 2.5' 16 : 13 10 : 13 13 ; 14 : 9 6 13 13 16 12 9 13 13 12 6 5 8 9 2 16 : 13 8 : 13 13 12 : 8 5 11 : 12 16 11 7 13 13 11 5 4 7 8 3 16 9 9 13 1 1 i 12 4 5 : 6 5 16 . 7 8: 10 7 11 : 3 5 5 3 t /a - zo x 7/8'. 1/2' DIA. Bs' Span 2.5' 16 8 8 11 9 ■ 11 4 4 5 4 16 7 7 9 6 9 3 4 4 .... .. 3 ... MACHINE SCREW ANCHOR 2 16 8 6 10 8 . 9 4 4 5 4 16 6 5 8 6 8 3 3 4 3 } ii;i ^ ° ? } .: is +:::•Y:'r ?:i:= :tr::'_ :: ^::::47:: }- } ?::� } : �: r ... ::rSri:!}:.; { {: : i ::;:;{ } ::_ .: {,:•.� 5::430. 7/8 MIN. EMBEDMENT 3• ......... _ ....................._......;. ._... ,..............._..,.: :: _.......... ..__ ..._.. . 3' 'T ...,:t. : -ir 124 Span 2.5' ... .......:.- .............. , .... --• _ ....._J ..... r.._ .�.r.. SPANS AND LOADS SHOWN N THIS SCHEDULE ARE FOR DETERMINING IINNG ANCHOR SPACING ONLY. FOR ALLOWABLE SPANS VS. DESIG 4 LOADS REFER TO SFEET 4. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES SPJCCO AND /OR WALL F7N!SHES. SHADED AREAS REPRESENT ANCHOR CONDITIONS THAT ARE NOT ACCEPTABLE. SHALL F .LL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE Sir UCTURE TO WITH STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE. SHUTTER SYSTEM MAY BE INTSALL INTO WOOD, CONCRETE OR MASONRY. PRODUCT REVISED as complying with the Florida Paidin g Code Acceptance i'lo O I — Z 2 Expiration Date o 3 2L 1 R BY 03/20/98 06/12/98 sP 08/14 /98 sP 01/17/01 sP dr SP SP SP SP 1 i ■ wnr SEP /JRWRSM 01/10/98 sHOwN 98001 6 MELT 7 .... 1 WOOD APPLICATIONS UP TO 59.5 PSF UP TO 71.5 PSF UP TO 81.5 PSF UP TO 91.4 PSF CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE ANCHOR TYPE DIA. SPAN A I 8 I C D E A I B I C I 0 I E A ; 8 I C I O I E A I 8 C I O I E BRASS WOOD BUSHING ,`„\a IN 1 TI N PENETRATION 1" M P � T 1/4-20 68' SPAN 14 13 5 13 13 11 8 4 11 11 • 9 4 4 6 7 12 12 5 : 12 12 9 4 3 6 . 7 8 3 3 4 3 10 7 • 4 10 10 8 3 3 4 3 :`::c 14 : 9 6 „•. 113 10 4 4 5 4 ft-. ft- n j r an.q•::a•; -W =i J ..: F _ - '.:,yC :' :. 1 : _:i _.•li^�.i•; : w ; - �::.v- ..rsn: ::i : •::: 714 ...._...:___... 16 : 10 .I-:7• 13 : 13 12 5 : 5 6 5 n T1 1 T :i y 3 4.:'ti ^ :'•. + •c = ::_ ;•;r• 9 4 4 6 7 I ii ':i' 3 3 ;:• • r::: ::.: • - ;: - •.: :::;k:_ . „•::::: r : =r :¢;E • i 12 9 3 4 4 . 3 rr i - r . r - •ar ; »r n :•r. 4�,,,�.q�',�n+yya'Iv�h �v .:� h .. ...., .--4,- _. PY. u_ ?.t•�'...'. +'r�: -c yaSrrtik ...; -_,4..4:.:....,....:_-, c.; r .._.. 14 7 6 9 . 11 11 4 5 5 • 3 r X 1 '; r r t ~'+' -r• •r k' - • - •'� 88' SPAN 1 05' SPAN i 4 SPAN 2 N ft ...i,-.MI-S.-i--Wit\r'S.:nr..-;� WOOD LAGS 1" MINIMUM TREAD PENETRATION 1 /4 - 68- SPAN 16 1 3 8 13 13 14 11 6 13 13 12 6 5 9 1 0 4 3 5 4 16 . 13 . 10 13 . 13 16 13 7 13 13 14 • 7 6 9 10 12 4 5 6 4 15 13 6 . 13 13 12 6 5 9 10 4 4 4 • :•T.•`: : _::'•: {:•; ^•:: ::C:•:: {• }: ^ :• - - 16 : 13 . 8 . 13 13 14 7 6 9 10 12 4 5 6 4 :::. .•..; ....:. ....... ...... ....::::::::........... 88” SPAN 105 SPAN 4" 12 SPAN 68 SPAN F F'4 fTh r`Yrl F r ,-:�H WOOD LAGS 1" MINIMUM TREAD PENETRATION 5/16 88 SPAN 105' SPAN 124" SPAN c[ ttt ` [ t t �i � } -a ' ' -F V S- -t }}�}rF�F r WOOD LAGS 1" MINIMUM TREAD PENETRATION 3/8" 68" SPAN 16 : 13 . 11 13 13 16 : 13 9 13 13 16 8 7 11 12 13 5 6 6 ... 5 16 13 9 13 16 8 7 : 10 12 14 5 6 6 5 =. '� : .............: °::':` 16 : 12 8 : 13 14 : 5 6 7 : '� - :- 13 6 r nr. 16 8 13 4 `� �`'_ • 7 • 11 : 13 : 6 : 5 4 88 SPAN 105 SPAN �� -"'' -` - 124" SPAN •`: -: ,ztsr�•�' � :M \ t t t t`YF t t tt FC �� rV- FVr 'C r - } -W } -P"' WOOD LAGS ' i TR A PENETRATION 1 " MINIMUM M M E D 7/16 68 SPAN 16 13 12 13 13 16 13 9 13 1 13 16 9 8 12 13 15 16 13 10 13' 13 16 8 8 12 13 15 5 7 7 6 - 16 16 = • _ 13 9 6 7 13 8 13 7 ' - 16 9 8 12 13 14 5 6 6 4 = - r _ =Y = -7s • � • °-�� _ -- z ::„ =:_: 88' SPAN 105" SPAN _ _ _ - -_ cc, � =�::�. - 2 S PAN NEIN 1 7/8 1/4" MIN. IN 1=tVIV, :r.5 .- ELCO PANEL MATES THREAD PENETRATION TH E 1 /4" 68" SPAN 16 13 8 13 13 14 11 6 13 13 12 6 5 8 9 10 4 3 5 4 15 13 6 13 13 12 6 5 8 9 10 4 4 5 4 •••••:.:..:7,...:-..-:.:-: -:: :::................ ........:........_:: 14 9 : 6 10 4 : 4 ........ .............. . •_::•.,. _�^ ....___.. : 13 : 13 : 5 = 4 12 6 : 5 8 9 9 : 3 : 4 4 : 3 88" SPAN 105 SPAN = Y` '= = =`= — s' ==- -=' === ,- - - .: . :frt.: - =-, :=: ._ - ;� 3•__ ti _ - ± 4 .:: - -- x - .1_ -_ -. _ . f ; 1 4" 2 SP T r r rFT t t f-\ f.rl EV ENT \ L�Lr 1 /4" ELCO PANEL MATES 1 7/8" MIN. THREAD PENETRATION 1/4" 68" SPAN 16 13 8 13 13 14 11 6 13 13 12 10 4 3 5 4 15 13 6 13 13 12 6 5 8 9 10 4 4 5 =: 14 9 6 13 10 4 4 5 - 13 4 12 : 6 5 8 ' 9 9 3 4 i 4 3 _ = _= - ' - t = Y •_� -•_ r 88 SPAN 105 " SPAN 124 SPAN VERIOUS HEAD TYPES i - 1.i� .il1t. \Iii }X;L.i,Lt1iliC - 1/4" MASONRY SCREWS 1 7/8" MIN. THREAD PENETRATION 1/4 68 SPAN 16 13 8 13 13 14 11 6 13 13 12 6 5 : 8 9 10 4 3 5 4 15 13 6 13 13 12 6 5 8 9 10 4 4 5 4 _ . :::.... ::• 14 9 : 6 13 13 10 4 : 4 5 4 - 7 • .' . .._ 12 6 5 8 : 9 9 3 4 4 : 3 88" SPAN 105 SPAN •c w 124 SPAN .. : _ �- A N C H O R NOTES: SPANS AND LOADS SHOWN N TI-IS SCI-EDULE ARE FOR DETERMINING ANCHOR SPACING ONLY. FOR ALLOWABLE SPANS VS. DESIGN LOADS REFER TO SHEET 4. WHEN ANCHORING TO WOOD, THE WOOD MUST BE A MINIMUM 2 X 4 EQUAL TO /2 SOUTHERN PINE 0.55 SPECIFIC GRAVITY AND STRUCTURALLY PART OF THE FRAMING STRUCTURE OR SUCURELY ATTACHED TO FRAMING STRUCTURE SHADED AREAS REPRESENT ANCHOR CONDITIONS THAT ARE NOT ACCEPTABLE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH STAND T7-1E ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE. SHUTTER SYSTEM MAY BE INTSALL INTO WOOD, CONCRETE OR MASONRY. S C H E D U L E ROBER1'S. MONSOUR, PE EB- 0006024 RN91S ENGINEERING. INC. PRODUCT REVISED as complying with the Florida Belding Code Acceptance No O/ / G' Z,4- • o 7 Date03 Zi 200 6 By 111... Dade j • ad Control Division REVISIONS 08/14/96 01/17/01 BY SP SP I 0 0 co w W LV z n = v4 W imes u u <E U W F, n m ts SEP /JRB/RSU 01/10/98 SHOWN 98001 7 7 1e'0 y 1..83 875 L83 t2 ty ire II 121 1 .- JH of 600 y 1 - I 620 Lei 11 • 055 12 . 076 i r l t HEADER -CLG. MOUNTED SCALE. HALF SIZE O .1 n s I 1 N 1 • VI m 3 993 4 Ale @ ADAPTER SLAT SCALE: HALF SIZE 266 0 m •a , O •y,Jy o t) �I t2 ''} r12 1002 O 1 r f _ *At1 1193 N ® HEADER-WALL MOUNTED SCALE: HALF SIZE L.052 2 420 975 483 m o 500 . II r1 7t IL, II • 055 r2 • 076 r 1 • 097 of 125 O 0 0 S+ENERAL`NQIES; 1 . THESE APPROVAL DOCUMENTS REPRESENT A SHUTTER SYSTEM ANALYZED WITH THE PROVISION SET FOR THE ISSUANCE OF A NOTICE CF ACCEPTANCE INCA) BY MtAHI-OAOE COUNTY PRODUCT CONTROL DIVISION FOR THE HIGH VELOCITY HURRICANE ZONE Ir1VHZ) OF THE FLORIDA BUILDING CODE. 2. TO vERIFY THAT THE ANCHORS AS TESTED. ARE NOT OvERSTRESSEOIN THESE APPROVAL DOCUMENTS, A 33 %: INCREASE IN ALLOWABLE STRESS WAS USED IN THE FASTENER ANALYSIS. 3. DETERMINE THE POSITIVE ANO NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS N ACCORDANCE WITH THE GOVERNING CODE ANO GOVERNING WINO 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 00 NOT INCLUDE INFORMATION FOR S11E- LPECIFIC APPL1EATION OF THIS SMUT TER SYSTEM. 5 THESE � C OVAL OC COMPLY WITH CHAPTER 61G15-23 OF THE FLORIDA IST 6 THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROvi0E0 THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN ANO TI-4E CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE 'N EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. ANY 7 THE MOD IC AL NS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL v010 3. wHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS. THE BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS: A) REQUIRE THAT SITE SPECIFIC OOCUr.ENTS BE PREPARED. SIGNED. DATED ANO SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT, wHICH DETAIL ANO 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. 81 REQUIRE THAT A ONE -TIME SITE SPECIFIC APPROVAL BE APPLIED FOR ANO SECURED FROM THE MIAHI -BADE COUNTY PRODUCT CONTROL DIVISION wttEN TIIE SITE CONDITION DEVIATIONS OCCUR WITHIN THE HIGH VELOCITY HURRICANE ZONE AREAS, ONLY OPTION "B" SHALL BE ACCEPTED BY THE BUILDING OFFICIAL. 9 EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED AS FOLLOWS. GUARDLAN HURRICANE PROTECTION PRODUCTS. INC. MIAMI. FLORIDA MIAMI•DADE COUNTY PRODUCT APPROVED I4. FLOOR TRACKS MAY BE REMOVABLE AT NON - STACKING LOCATIONS USE REMOVABLE ANCHORS EJCH AS PC'..LRS CALK-12.1 AN, 0 OLe 0 0 91522' 0 7 + 0 600,111 0 0) �n ) - I I rt N 17 • .055 13 • 076' 13 • '75 .21.81 10. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM AT CENTER OR SIDE CLOSURE wltr +IN 16" OF CE'N1 IVERT 1 LOCKING MECHANISM SHALL BE LOCKED 10 PROVIDE HURRICANE PROTECTION 11. STORM SHUTTER EXTRUSIONS SHOWN SHALL BE 5063- T5 ALUMINUM ALLOY. U 12 ALL SCREWS AND BOLTS TO BE 2024 - TL ALUMINUM ALLOY. STAINLESS STEEL OR GALVANIZED STEEL '.4111 A MINIMUM TENSILE STRENGTH OF 33 K.S I U.0 :N POP RIVLTS TO BE 3/16 S052 ALUM. ALLOY. U 13. TOP ANO BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. -'I � BUILD-OUT WALL HEADER SCALE: HALF SICE { 11 ANGLE 3 840 MAX /7 0 483 �f TYP • 7 X 7 . 1 t2 03 i. •2 11 1 2375 2 596 11 t 32610 620 r -� eLO .165 ID 285 0 O. '81.0 1 r 0 875 90 O 060, I� a -r 2 =C 60 O 060 - • �I m 060 : " 4 : - " ° , 60 I -_� 250 91.9 1 391 MIN - 5' `•A>( 2373' (. 0 • °91 CENTER MATE 1 9 SCALE: HALr SIZE SCALL. nALt- ..I..� 61z 0 151 1 350" 1 �F500' (OPTIONAL) i:OC'il`!'T' ._I? O J 1.72 10. ;1 0 •-11 ,t - f' 12 • 076 ® SILL-WALL MOUNTED SCALE: HALF SIZE O 40-13 r2 095 -.4421 9 STAINLESS STEEL I 11 SSEMBLY .3200 HOLE • NYLON wrtE ' �� RIVETED IN PLACE .056 - 1100 i TYT. AT EVERY OTHER INSIDE JOINT AT TOP. 251 O ROLLER ASSEMBLY SCALE. HALF SIZE 7 7 „ 420' 945 } 600 620"1 11 1 t -t1 1 >t `IZ 1 752' 11 • 055 22 • 076 r 3 • 097 I 1 _.2LI nI 'I • 1 600 I 2.795 121 l ?... I ) r - r 2 11 • 055 1 975__ - a3 N 181.0 WALKOVER SILL ,_ FLOOR MCUNT D II OI , -� 2.984 S CENTER MATE 2 SCALE: HALF SIZE r )00 , TOP 4 1. I I I I I I I I 381. 430 375 175 .1 115 �I 0 • } 23 HA X. .0 r J• y ) 85 65. SO 620 i _ I 1 . i X00 11 } I 055 -Nf ITT.I ® ADJ• SILL -TOP SCALE. HALF SIZE In 0 I I I I I 1 I 1 I 1 I 1 1 I 1 1 0 0 2 -r 230 BOTTOM MAx .0 7 11 ✓ 0 360 310 550 150 @BUSHINGS SCALE. FULL SIZE 080 248- .060 -0 3%Y R 0 h 3 245 3 04 9 .510 I 0 6300D. 485 I v)15 I I on I �, r 210 MAx 300 CARRIER 0 505' R 1651D. 285 00. 1891 0 0 1533 0 6 0 , 1060 .055 -� ITYP 1 II N h 060 r 1 '.~060 4 ADJ. SILL -BOT. SCALE: HALF SIZE :% -08a o n 250 • ^. 949 1391 956 I 517 mi 222^ 05011 I m ' t o I ••c080 I 1 176 1 L88 I 1 1400 0 � CENTER MATE 1 M/t.oc NGRoo) SCALE: HALF SIZE @ INSERT SCALE. HALF SIZE r • 0200 097 LOCKING ARM ALIGNMENT INSIDE HANDLE BUSHING (NYLON) SHIM (NYLON) 050 .025 11•• ti 1 2 E - @SCAL SLAT E: HALF SIZE FLAT END SLAT ®TYP. SLATS SCALE: HALF SIZE SCALE: HALF SIZE O 4 0 0 095 250 040 - R I h .050 442 .942 625 y 2 812 3.465 3.267 .510 1.0. .630 0.0. O n .165 1 0. • .285 0.0. 0601 1039 -060 060 .345 312 - • 1 115 f-.322 1,r THICK STAINLESS STEEL O LOCKING ARM 1 Q SCALE: HALF SIZE CENTER MATE 2 No LOCKING ROD) SCALE: HALF SIZE 1 1.214 0 a_ 322 214 PRODUCT REVI I.2 comptying with the SED Florida Balding Code Acctptaace No o Z- o 6 O S 0 7 Espintlon Date. Zi��'' 0 I• DY , J Miami Di2tr rvduci Control Division 0 N p no a } 0 w 0 N Z 4.1 QI 41 0 $ - s c OL „ _ O V.J. KNNZt vICN /1101ISSIp$A2. GIN((11 fl Uu No: 0010,11 a w 1 V z Y • f. c i IDI ID ID 01 N 0 m Y) 0 0 V 07/23/1996 t •r• lar• -n 4r 1 AS NO1(0) __ N($7 J•.�qn or J�n•t••o orl vr ; - �I. Jr •.any �o 00-871 0 U 0 -1 LL•:5 _•+ JUOR — GL ASS • 0R C 0O 4 r O r-- r1 r S. 9 • • 1 , 1 11 cc., r / / EMBE0 ,/ I L. I 1 I i r�I MIN SHUTTER SEP•RA, ION 4091 „LASS ISE( I� LE - 000Lt SI.EL SI tt — I .f[ 1 t + \ \_ (2) \ • A5 T ENE R SEE ANCHOR /1 SCHEDULE REFERENCE ' ; 1 CONNECTION 'TYPE 1 •r— S/5 1 I MAX ei rs wAL, MOUNT SECTION sLALL )' • r-;:,'" -.•y SnU SEP•RATION F PCM GLASS ISEE SCHEOULL 5HtE 51 ) /1b .L' •NGLE LEG ERRECIIC•. RE `ERSED •NGLE LEG MA BE RC ONE •NGLE OR ...On 8 0 1 •, ANGLES 1 1 Y P 1 _F•5Ti -,19 SEE ANC HUM SC..EC..LE •+E IE RE LICE _^ T ON 'TYPE S' 7u NOT -XLLtO Sr•L.•.0 CO EXISTING CON; RE TEMASONRY . OR 1 tRUCTURE SEE ANCH04 SC'LOOLE. TYP FASTENER SEE ANCHOR SCHEDULE REFERENCE CONNECTION - TYPE 1' ROLLER ASS( me: Y 1,� TYP EVERY OTHER P •/ J -:0 - '•C -"NE 905 TS ,./ ■uT CR •1E. TEK 5(RE,, 1 01; - 01 1119 7OP L 80110919 Tr • 9 O T T C' • MAY "C? BUILD -OUT A.IOUNT SEC C,. 1 /L MAX 11) CJN1 1/E. .Ax 0 •' a X L — EXISTING CONCRETE 91ASCNRY 7R .+O00 STRUCTURE SEE / •r.CHOR SLI.EOULt. 1YP ;•ST ENER SEE ANC NOR 1, S:•,ECuIE ..EF E RE r:LE I ;_•.NE(: C•.'TYPE 5' I Bu' DJ NJ; EXCEED 1 , 6 SPACLNG I. ` CENT Et CONT / ;111. 1 /2-I / IS /8 1 ;1/2 r l l ".l R ___1 _l -:I I N.19.4 ..9 SHUT T( SEPARATION r' � L """ I FROM GLASS ISEE Z 4 n SC,.EOuLE SHEET SI - a • GLASS CR COOR 3/1b - • POP Ply(T 11 OR •12 TEK 5(4(91. 1 6 0 C I T Y P) - O L OS ASSEMBLY 1 a 1 • 1/9 ALUM ANGLE 91./ 3/15 PCP 1 L Jf i AWE TS Si b 0C / r FASTENER S(( ANCHOR I / SCHECULE REFERErCE CONNECTION 'TYPE 4' • /L_75 MACHINE 401.1 14/ Nut 9 12 CC 11 . TOP 1 80170911 ROLLER ASSEMBLY 112 TYP E•ERY 01HER PI.■ 1 /L -.AX • • ExFSTING CCNCPET( HASONRr OR •+OCO S:- uCTURE SEE ANCHOR S(HECULE, TYP % O !0 1 / 1 ' /1 / CP1 1 1 /2 - •—e • • 100E 0151 EDGE C • —5/8 MAX •/ • POP 911(T 6 - C C. (Try 9 I1 /C _ MAX OP TION•C FASTENER / LOC A TION 11.4 LIEU OF A405( SUPPORT - STAGGER ANCHOR VA' OFF CENTER REFERENCE CONNECTION 'TYPE 4' O CEILING1NSIDE :"CUNT SECTION SCALE. 3 • t' - J rrr..EO ♦ / / ' i I / 1 - y X10 I r / GLASS CR 000R —I ' i J H j . - 0 1/ H 1 1 1 — 9. -E ER SEE A `C,.OR C.- ••r.L::.CH 'TYPE 3' j. -•IN :MUTTER SCP•RA 1i�N FROM GI ASS LE O 9_1/8 MAX / j . .'(.r-(0 1 / / EXISTING CONCRETE. MASONRY! OR •+000 STRUCTURE SEE ANCHOR 5CHE0ULE.IYR "7-- ( 11 /t M•XMAX l ExIS TING CONCRETE. MASONRY OR 5+000 STRUCTURE SEE ANCHOR SCH(OuLE, TYR FASTENER. SEE ANCHOR SCHEDULE REFERENCE CCNNE1990N'TYPE 2' TYP. TOP 1. 50110H 1/1 MAX FASTENER, SEC ANCHOR SCHEOUIE REFERENCE (01.9EC1109 TYPE 2' HAX °U!LD T MOUNT SECTION 1 /L MAX a X E GLASS CR 0004 EM9E0 / , tit ' 1/2 MIN SHUTTER SEP•RATICNFROM GLASS 15E1 SCMEOULE SME(1 51 3 I ALT ANGLE LEG OIRECTICN ITYP ) 01� � BU!LD-OUT MOUNT SECTION SCALE: 3" A T• -0" MIN SEPARATION FROM GLASS SCHEDULE SHEET 5 11 CONE - FOR LARGER SP•NS USE 19110 2 • 5 AL ANGLES ISEE 5CHEDuI( 1 TYPE (I FASTENER. SEE AI+C91CR 5 CHEOuLE 4EFE;ENL( C099E1 1109 'TYPE 2 r FASTENER, SEE ANCHOR SCHEDULE REFERENCE CONNECTION - TYPE 2' CONT - FOR LARGER SPANS uSC T•+0 2 . 5 Al ANGLES ISEE SCHEDULE 1 TYPE Cl 5/8 MAX o- 1/1.-20 MACHINE 90LT 1.+/ 901 1 2 12 01 ITT? . TO? L 3719CMI 1 O t TOP L 507 TOr. 1 FASTENER SEE ANC••3.4 5CHEOULE REFEREr•C( (09.NEC 1109 ' TYPE 1. •r BuT 00 NG1 EXCEED 8 -1/2 S ?ACING ---, 1 /• MAX z 4 .n a o " < X .,, 1lL MAX z 4 4 x E G FLOOR MOUNT SECTION / GLASS OR DOOR — i - - 1 / L - HAX ��Ilil / E \/// r.BED it - 9 I mo' I I � 1 FASTENER. SEC ANCHOR SCHECULE REFERENCE CONNECTION 'TYPE 3' E18E0 I/ g O � ()FISTING CONCRETE MASONRY CR 5+CCO STRUCTURE SEE A9(HGR SCMEO5LE, 1rP EXISTING CONCRETE. MASONRr OR w000 STRUCTURE SEE ANCHOR 5CHE0ULE, TYP 2 • r . DSO" ALUM TUBE TYP. TOP L BOTTOM H , I ; 1 1 /4 MAX _99 SnuT1(R S(PARATIONFROM GLASS ISLE S(HEOUL Sn((1 SI P—S /8' MAX By Miami Da Division 1/21 -)/96' MAX l 4v I I O D BUILD - OUT MOUNT SECTION SCALE: 3 • 1 -0' i roduct Cuutrvi • + 1/8. MAX z 4 N 9. - � I T: 0 N 4 5 , X 0 — ' N --� ` �— FASTENER. SEE ANC1.OR SCHEOuLE REFERENCE CONNEC T409 'TYPE 1 But 00 NOT EXCEED 6 -1/2" SPACING PRODUCT REVISE() 85 complying Hi1h the Florida !inkling Cute Acceptance NoOZ — 0 605. 0 7 Expiration Date 0 03 VJ. KNEZEVICII FttOF(SSIOFUCL tNG•NI to Pt 1,04I09l1 MAY _ 200 1'U S` = I Ir m ,� • t O1N1 =t. � [ = i ryl�l;'oil� �= H .at } LOLL . o..a >I ..11 IN cl -tIN iialryivih ;In l Y �I Q l ; 1! _ • �i�l �i t7 alvt•A1fr L A • 07/ 23/ 1 996 1 (•1_ lla...n or I. - ,.o r(0)I_ _ (a __ —v Iw (Jr nr, ¢i. --1a1 �i1� 00 -871 Sneer _ -•! '. I 4 u tl' 0 0 o• O 1 In cc ul 0 O 0 R r u c 0 O 0 h • 0 0 u x 4 Z 4 z SECTION !• /BOTTOM 1RA(K TYPICAL ELEVATION N T S. FASTENER el 7L" OC ISE( •NCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) I I 0 77 t _— SEE FAST ENER SCHEDULE LOP TIONAI 06o LL S /S • HOLE FRO�M BO I TOM OF E X 1 RUSION BEFORE ASSEHBIY FOR 1RU6S HEAD SOLT ITYPI VARIES - NO LIMIT TOP TRACK ALT LOCATION OF LOCKING MECHANISM A T SIDE �— LOCKING MECHANISM CAN BE (9 T8 •80VE OR 13EL0%..F CENTER !SEE NOTE 61 5 1r+GL E ARM O l CENTER MECHANISM Al CCNIER ON SIDE OF SHUTTER LOCK MAY BE INSTALLED ON INS10E oR OutS1OC CF SHUTTER FLAN VIEW — MIN SMUT TER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET S1. DISTANCE TO BE ME FROM BACK OF SMUT TER BLADE OR FROM HANDLE WHEN PlOuNTEO u•S(OE. 3 /L MIN 1 -1/2 MAX O , Q • i i'') 1 I r �0iNT R[MOV ABLE *NO FIXED SILL PLAN VIEW T TYPICAL PLAN VIEW SCALE. 3 . I -0 ALUM ANGLE w/ 3/16 P02 RIVE 0 6 0 C. REMOVABLE -LCCR TRACK DETAIL SEC7CN SINGLE ARM LOCKING MECHANISM AT CENTER 011 SLOE OF SHUTTER LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF Smut TER 2- us. - .0. • / /c1;-J/ FAST(TIER - T1TE 4' SE( 5(CTION 8 ON SHEET 3 FOR COMPLETE INFORMATION W SINGLE ARM LOCK N.T.S. SINGLE .ARM LOCK N. T.S. FASTENER (A 24 0 C ISEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR,. ASSEmBLY OPTIONAL ACCESS HOLE f X,5 T1NG STRUCTURE SINGLE ARM LOCKING MECHANISM AT (ENTER OR SIDE OF SHUTTER LOCK MAY BE INSTALLED ON INSIDE OR OUTSIOE OF SHU FASTENER (a 2c O C / ISEE ANCHOR SCHEDULE FOR / ANY ACCEPTABLE AN(H081 O ITYP 1 50 USED WTTH PIECES e, ANo 0 LOCKING PIN 1 -1/2 • 1._�.. NYLON / HA (DOES NOT REPLACE S NGLE AR.M LOGO OPTIONAL CLOSER HANDLE N.T.S. (DOES NOT REPLACE SINGLE ARM LOCK OPTIONAL CLOSER HANDLE N.T.S. MIN SHUTTER SEPARATION FROM GLASS. ISEE SCHEDULE SHEET S1. DISTANCE TO BE MEASURED FROM BACK CF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE. INSIDE CLOSURE - T - HANDLE w/ S HIM m _ 1 1 , z� ice, aliff&■ SINGLE ARM LOCKING MECHANISM A/ CENTER OR SIDE OF SHUTTER LOCK MAY BE INS) ALL(() OH INSIDE OR OUTSIDE OF SHUTTER OPTIONAL PLAN VIEW SCALE. 3" a EXISTING —/ GLASS a10 ■ 2 SMS MANUFACTURED FROM a1.IO1-1T OR 18 -8 STAINLESS STEEL w/ XYLAN 5200 FLUOROCARBON COATING!. (.60"0 ■ 050 THICK 300 SERIES STAINLESS STEEL WASHER ITYP. TOP & BOTTOM) -- 3•8 0.0. x 0.90 LONG NYLON BOTTOM BUSHING 1.10 x 3 SMS. MANUFACTURED FROn a1.l0MT STAINLESS STEEL w/ XYLAN 5200 FLUOROCARBON COATING E. .L60 - B x .050" THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP T. BOTTOM) SCREW BUSHING & ROLLER/ BUSHING ASSEMBLY SCALE: HALF SIZE FASTENER Ca 21. 0 C ISEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR,. O ITYP 1 6 - 1/7" 1� \ • PRODUCT REVISED u complying with the Florida Balding Code Acceptance No 0Z' 0 6 0 5.p 7 Ezpiratioo Dute O 03 F A 2 MIN �. /1 Miami Dad t ruduct Cuutml Dig Isioo By 1 i B C 0 Q a VJ. KNEZEV1CfI PROP)SSIONAA tNG(PlIE11 FL )t • Usti • • 9 200?. a D•1• 1 07/23/19961 •t •1• J r •.n o, 1 + A i _ — r HCR I Q..19n D, — }r n a►•u 6 11 _ .V/RJ -- ---VIA) Q...n9 no 00 -871 1 .' CI m 10 (0 01 (V 0 m (V 1G 0 :nee( 2 of 6 ALUM. BEAM & SHUTTER SCHEDULE C(SC' +II'1'CNI' r's"-.1,1,1,..E P I A1N E N 1 S N LPA 5. S ' -0 .. I V -5- if • •)5 J - i T' -6 2'• e S -a I 1L - 0" I ] -3 I , 2 . 0 T- . J T2 - T I . •.L •: 3 -3 I 11 -1" 2 ' . r]' . •3' I 1% -S " I , 1 - T • . 6 E xIS ir.0 STRUC1u11 THAT( S / 1 6 - r CAI S•IN 1 - oC w/ 1 HIN tr•UED .v CO•+C 011 11ULLOw L/LCCA ' •a/ MIN LULL DO.I A S S ijti CIL A S 0 C •+ / , •. v. t `' :1 t J •. 1 - •IN C:. ;.L 01`...1 - il. �— - - `- / - 5/B- MAX J I �T i I 11 I 1 1 11 MIN SHu1 TER SEPARATION FRO• GLASS ;I i -- 1 a r • • ••1_I l • I JI • V SEE SCHEDULE SHEET S) MIN SLUT 1ER SEPARATION FROM GLASS • • L ISEE SCI,EDuLE SHEET 51 MA.. -♦ -/ I I =: �_ -♦ � THREE- 1 /t',. THRU BOL t S - / i EI `ALT LEG OIRECTICN 3/1641 POP a,. OR .12 IEA SCREW (3 6 0 OL L \J ASSC MUIr I77 2 • 3 • 1 /L t 0 -9 6063 - T6 ALUM ANGLE r T. . (MAX. DESIGN LOAD 2 72 PSF) L T- — ® TOP SUPPORT BEAM DETAIL SCALE. 3 - 1 -D NOTE 1 USE BEAR ^ SCHEgUTE FOR DETAILSUANO J 2. SMUT TER SPAN TO BE LIMITE0 TO THOSE SHOwH w TABLE. SHEET S 3. BEAM SPAN SHALL 51 CONSIOEREO AS THE DISTANCE FROM C CF SUPPCRT TO (CF SUPPORT. 3/1: - 6 PCP PIV(T OR • 12 TEK SCREW 6 0 C Al. SIAM ISEE BEAM SCHEDULE ABOV(FCR BEAM DESCRIPTION L MAX HORIZONTAL SPANS) I /L•20 S S MACHINE ;CF1 - L Nut (a •2 - 0 C PROVICE 1 ACCESS HOLE IN BOT TCM CF 5(AM CR uSE T..aI1 °CL T AS 2 )' / .0 -9- SHCwN U OETAIL ) 6663 - :6 ALUM AN..LE •IN THREE.) /L - a tnPu 901 TS AL 1 LEG 0,8E1 TIO.. (MAX. DESIGN LOAD 2 72 PSF) — G 0 rThBCTTOM SUPPORT ?EA"•1 DETAIL ALUM _ .M (SEE 9EAM SCHECUL; 9ELOw FOR 9E CESCRIPTION 1 MAX ..Cr• ZONIAL SP•NS) 1/1 -20 0 MACHINE SCREW 4. NUT ? 12 0 C USE TMRu 9CLT OR ACCESS NQ LE AS SHOWN Ira OETAIL 1 /L MA GLASS OR DOOR 1 1 PLY•000 ANC) / STUCCO FINIS., MIN SMUT TER S EPARATION�CM GLASS iI ISCE SCHECLL.E SHEET SI 5 /B" I:_ 1 EMBE0 MAX .r- (MAX. DESIGN LOAD 2 72 PSF) 1/ 2 4 x 4 _ O WALL MOUNT SECTION - USING ALUM. TUBE SCALE: 3 A 1 -0 MAX 1/L -20 S S MACHINE SCREW L NUT @ 12 0C PROv1DE 1 ACCESS n0LE (5 BACK 510E FOR FASTENING Two 1/L 5 S LAG SCREW (_ 2l OC MAx •/ 1 -3 /L' P(NETRATICN IN CENTER OF STUDS 1 . 3 . WV' OR 6063 -T6 ALUM TUBE C CLASS CR COCR MIN SMUT TER SEPA8A 1I0N FROM GLASS ISEE SCHEDULE SHEET 5) O _' 2 . 6 P T w000 PLATE (MAX. DESIGN LOAD 2 72 PSF) 1 1/2 .. PRODUCT REVISED as complying with the Florida 13aiding Code Acceptance 1NoO Z — 0 60 5. 0 7 Eapintioo Uate 0 o 03 BY y -- 4 /(/6/4--- Miami Ua1i4I rod uct Cuntrul Di +Dion • z N 0 z N X _ FOR w000 PLATE USE 1 /L"6) 5 5 LAG 5CREw w/ 1 - 3 /1. PENETRATION INTO w000 PLATE @ 12 -- 0 C. Two 1/4. 5 5 LAG SCREW (A 2 0 C. MAx w/ 1 - /L PENETRATION IN CENTER OF STUDS ® WALL MOUNT SECTION - USING 2" x 6" WOOD PLATE SCALE. 3' • 3' -0' Z ; W L/1 V H� < _o 0 N L/1 to = W W N > W 05 0 uJ r .•L- O U VJ. KNEj PROTISSIONAL 21 Wen. Nu. 4 4 , ""I71 Cli INUR 00181111 00 -871 •- '4 f' l' r '- Q t i `JU. 0//23/19961 I J.• 11I I I ' A%NO4C0)( ',CHI t 5 •117y. 4I i N•L...J u'I VIA I IA) ( - . • MAXIMUM SPAN SCHEDULE P ri SITIVE _SIGN -.TAO Iwl IPSFI NEC. DE SIGN LOAD I1'S11 TY►l A ALL nOU• 11NG CONOII lx(EP1 V( IF 1 - . NI F 11►t 1 DETAIL Q OA DETAIL © " SwGLC • REQUIRED ).1 /L MAX B 0 IF 7 - ■•7 rot C of All 000BLE ANGLE REO 3 -3 /6 MAX 9 0 IFT - INI rot 0 DETAIL 9 - )/16 - MAX 9 ti 1 - 1A11 0 10 0 13 - I 2.7/8 7 / . ' 1- - - • 1 -5/8 71 0 1) 1 3 11 - 0 • - I - . 3 -3/7. .a 0 12 - tl 5 - 0 10 - 1 .t . ) :0 - 11 2.1/8 .l 0 It • • 2 -7/8 9 - 9 10 - • 10 - o 2 -7/L • 57 0 .2 - I 3 9 - • , - 7 1 - 7 1 -1/2 5 1 0 • 1 1 - it 1 -5/8 9- 0 9- 0 9- 3 11 - 0 115 II - 7 2 -7/2 f - 7 i - ) 9 - 10 50 0 • I ) :1 - • 1 -1/2 1•• 1- 1 1 1 8 • 0 •• / I :0 • 11 11 - 0 1 - 7 1 - ) 1 - 5 3 -3/1 11 S :0 - 9 5 - 0 ` 1 - 7 1 - ) / - 5 2 -1 /8 111 I 10 • 3 2 -7/8 1- 0 1- 0 1- 2 2 -7 /L 1 9 0 9- f 2 -5/0 7- 1 7- 1 1- 0 7 -7/2 114 4 - 11 7 -3 /L 7- 0 7- 0 7 • 11 - 0 141 ( 1 - 1 12 - 1 • - 7 • - 7 1 • 10 5 - 0 114 1 0 7 - 0 1. 3 • - 3 1 - 1 2 -7/8 100 0 7. 3 3 -3/8 5- 9 5 9 1 - 0 L 110 0 • - 7 2 -7/a 5. 7 5- 7 5- ) 1 -3 /1. 170 0 ■ - 1 2 • • 9 • - 9 5 • 0 10 - 3 150 0 5 - 1 • - 5 • - 5 • - 7 140 0 1 • 2 • • 7 • • 7 • - ] - 150 0 • - 10 ) - 10 3 - 10 • • 0 , 40 ) • - I. 3 - 1 ) - 7 ) - 9 770 0 • • 3 3 - • 7 - • 3 - • 140 0 • - 3 ) - t ) - t ) - • fro 0 7• J 3- 0 ] - 0 3- 7 700 0 ) - ' t t - .3 t - .0 3 - 0 7 10 0 3') 0. 9 ,- 1 2 -: 0 MINIMUM SHUTTER SEPARATION FROM GLASS (IN) P ri SITIVE _SIGN -.TAO Iwl IPSFI ACTUAL SP IFT - u•) MIN SEPARATION FROM GLASS FOR INSTALLATIONS LESS THAN 30' •80VE GRAOE 111•(71(57 MIN. SEPARATION FROM GLASS FOR INSTALLATIONS GREATER THAN 30 ABOVE GRAOE 1171(71(51 30 0 5 - 0 2 -7/8 1 -1/2 7 - 0 2.7/8 1 -S /8 S- 0 2 -7/8 1 -5/8 11 - 0 3 2 -1/8 11 - 1 3 -3/7. 2 -3/ L0 0 5 - 0 2 -7/8 1 -1/2 7 - 0 2.1/8 1 -5/8 ) - 0 2 -7/8 1 -5/8 n - 0 3 2 -7/L 72 - 71 3 -3 /L 3 50 0 5 - 0 2 -7/e 1 -1/2 7 - 0 2 -7/8 1 -5/8 8- 0 2 -7/8 1 -3 /L 11 - 0 3 2 -7/2 12 - 2 3 -3 /L 3 50 0 5 - 0 2 -7/8 1 1 -1/2 7 - 0 2 -7/8 1 -5/6 8 • 0 2 -7/8 1-3/1- 11 - 0 3 1.3 /8. It - 8 3 -3/1 3 70 0 5 - 0 7 -7/8 1 -1/2 7 - 0 2 -1 /8 1 -5/8 8- 0 2 -7/8 1 -1/8 9 - 6 3 2 -7 /L 70 - . 3 2 -5/0 80 0 5 - O 2 -7/8 7 -7/2 7 - 0 2 -1/e 7 -3 /L 8- 0 2 -7/8 1 -1 /8 11 - 0 3 -1/8 3 -1/8 12 - 1 L 4. 900 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -1/8 1 -3/1 6 -0 2 -7/8 2 77.0 3 -3/8 3 -3/8 77 - 6 3 -7/8 L 100.0 S - 0 2 -7/a 7 -1/2 7 - 0 2 -7/8 1 -3 /1. 8 - 0 2 -1 /8 2 9 - 0 3 2 -3 /T. 10 - 3 ) 3 2• • 2" . 1/1 ALUM 1VUL 636)• AL..T c ALT.CLOSURE DETAIL 2 . 1/8 -\ - ALL ' ♦"-'- I J a. �Ir 3 o 1 11, SCR(..5 I 0 (.) i / 1 6 0• L L. M i , I r; ON f 1 YON RIVL IS 1 -. - I - -_(.1 0 C) 1, IF 2 'N FASTENER (3 ?L - 0 C :USE ANY ANC7•00 IN .17.7..7,00 SCHEDULE) 1 ' TH(II 7.„NDIT.CN'^AY / TY PO: AL • 017 : •7 .... ,0 • 1/7 GALVANIZED S.••S DR 3/16 - e ALUM POP RIVET 15 0 C . 1 . 055 7- . 0 055 • )- • 055 - . 4. • OSS OH 2 . S • 125 AL ANGLE 013 TE., SCREW CR 3/73 ALV', V0? RIVET A 2 4.. J C 11 — 7,3 •/7. 0 FASTEr [tin ♦r. ;,17. )SEE ANC730 3( -701.11 fOR ANT ACCE?T ABLE AF•L RI -- .i7.7 5 1I _2 MIN FASTENER T_M 21' 0 ( IUSE ANY ANC /100 IN ANCHOR SCHECULEI 1 ALT. CLOSURE DETAIL M SCALE. 3 • 1 . 2 • 125 - ALUM ANGLE CONT — 1 /L -20 TRUSS HE AO 90L TS 7. NUTS w/ LOCK WASHERS (3 2L- 01 NOTES 1 REFERENCE APPROPRIATE COLUMN IN T A9LE 1 BASED ON MOUNTING CONOIT ION IN FIELD 2 FOR DESIGN LOAOS BETwE(N TABULATE0 VALUES USE NEXT HIGHER LOAD OR L7NE AR INTERPOLATION MAY °- u5E0 TO CETERMINE ALLOWABLE SPANS 3 ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO OE1ERMN +E MAX SMUT TER SPAN L E•• 'ABLE 2 WITH POSITIVE ?E SIGN LOAD TO GETE1M:NE 111N HUT TER SEPARATICN FROM GLASS • 70 . 1/2 GALV•NIZEO 5MS OR 3/16 "0 ALUM POP RIVET I 18 0 C 1' . 1 • 055 - 1 . 2 • 055 - . • 3 • OSS' . 2 • L • OSS OR 2 . S • .125 Al. ANGLE EXISTING STRUCTURE HALF OF O USE MALE OR FEMALE AS REQUIRE() /?LT. CORNER CLOSURE DETAIL P1777 SMUT TER SEPARATION FROM GLASS (SEE SCHEDULE SHEET 5) 0 062" THICK RECESSED SILL 3105 -H32 CR 6063 -T6 ALUM ALLOY (1/9" 5ELOW CONCRETE) • • 1 4 , ---- -± EXISTING STRUCTURE J ( 11174 3,030 PSI CONCRETE f CONCRETE FASTENER (5 8' •OC ANY SCHECULED FAS TE7R IS ACCEPTABLE 1 /L MAX ALTERNATE FLOOR MOUNT DETAIL LL.ALL 3' . 1 A PRODUCT REVISED 13 complying with the Fktids Melding Cute Acceptance noo2 - 0 6 os . o7 Espirntioo Date • I J 2 0 o3 • nY Miami Dad Vik ioion ruduct Cuptrul V1 0c to lJ > C 0 8I 0 U b 7 0 V 3 • Ur• _,n9 n 11 2 N .1 L/ 0 b 0 \IA 2 9 ZQO I, 1 t. 0 0. 0 V lL VJ. XNE KO' 71 Lk 1 N oH.ji.; / f 7094 I Il U.ww 7J f 10980 101 (0 011 0 m NI 6)I °•1• 07/23/1996 ll/ 44114 U •5 1.0110( ( _ •(N) L 7"..4n I I (n••1••0 4r1 00-871 FASTENER MAXIMUM SPACING ANCHOR SCHEDULE DESIGN LOADS AND SPANS (INCHES) REQUIRED FOR VARIOUS EXISTING STRUCTURE ANCHOR TYPE LOAC (w) PSF / (SEE NOTE 1) MIN. 314• EDGE DISTANCE SPANS UP TO 5' -8" (SEE NOTE 1) SPANS UP TO 8' -0" (SEE NOTE 1) SPANS UP TO 9' -0" (SEE NOTE 1) SPANS UP TO 13' -1" (SEE NOTE 1) CONNECTION TYPE 11213 415 CONNECTION TYPE 112 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 L. 5 DOOM c 111 � � 1 � 1 � � 1 1 ` � � � � : : l � l � � � 1 t � 1 1 � 1 ' i i 1 > - 1 /1.' OW TAPCON w/ 1 -1 /L" MIN EMBEDMENT (MIN 3 100 P.S.I. CONCRETE) 48.0 12 12 11 7 12 12 12 8 5 11 12 12 7 4 10 10 12 4 3 7 A� 1EMEM 1 WOOD LAG 1 --] /3/ L MIN THREA1•'D D PENETRATION SHEAR PARALLEL OR PERP. TO WOOD GRAIN 62.0 12 12 12 12 8 7 5 �12 3 10 8 12 12 6 4 8 12 12 5 3 7 7 12 4 5 6 72.0 12 12 5 3 7 9 12 4 3 6 7 12 4 6 92.0 12 12 7 ®� 6 7 12 3 r. 6 7 12 4 6 210.0 7 12 4 � / 6 7 12 4/ 6 7 12 I. 11 6 7 12 4/ 6 • - ANL-r1VK aLr1tuVLt • ' . ' . FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS • L7 cc o c ANCHOR TYPE LOAD (w) PSF 1..1A X. (SEE NOTE 1) MIN. 2' EDGE DISTANCE MIN. 3• EDGE DISTANCE SPANS UP TO 5 . -3 .. (SEE ! :CTE 1) SPANS UP TO 9 • -0 .. 1.5.1E NOTE 1) SPANS UP TO 9 . -0 - !SEE NOTE 1) SPANS UP TO 13 . ••• (SEE "E 1) SPANS UP TO S • -8 .. (SEE NOTE 1) SPANS UP TO 8 ' -0 •. (SE_ TOTE 1) SPANS UP TO 9. -0" (SEE NOTE 1) SPANS UP TO 13' -1.. (SEE NOTE 1) CONNECTION TYPE 112131415 CONNECTION TYPE 112 31415 CONNECTION TYPE 11213 4 5 COW-- - ION TYF = 11213 L 5 CONNECTION TYPE 112131415 CC •:+ECTION TYPE 11213 L. S CONNECTION 1 TYPE 2 CONNECTION TYPE 11213 415 CONCRETE c 111 � � 1 � 1 � � 1 1 ` � � � � : : l � l � � � 1 t � 1 1 � 1 ' i i 1 > - 1 /1.' OW TAPCON w/ 1 -1 /L" MIN EMBEDMENT (MIN 3 100 P.S.I. CONCRETE) 48 0 6 2.0 72.0 92.0 210 0 48.0 62.0 72.0 92.0 2 10 0 12 12 12� t 2 7 9 12 5 7 12 9 4 6 6 12 6 3 4 12 11 5 7 12 11 5 7 7 12 8 3 4 1 1 S 7 1 2 12 = 3 5 9 12 7 3 4 t. 1 1 5 ./ 3 12 12 1 2 6 8 12 (12 10 r. 6 10 12 9 4 5 4 12 7 3 r. 12 - 11 12 12 '4 6 8 12 3 4 5 12 6 3 4 4 11 5 v/ 3 12 12112 5 7 9 12 8 3 5 6 12 7 3 4 4 12 7 3 L. • 7 5 11 S S +. 11 . / 3 4 11 5 3 4 11 5i// 3 12 121 9 4 5 4 12 7 3 4 4 12 7 3 4 4 12 7 3 L. 1 . 11 3 7 4 12 11 12 5 8 3 3 5 4 12 7 4 11 12 11 9 5 7 5 / 3 4 5 3 3 1115 1 / 10 L l' 3 4 3 12 1217 3 4 L. 12 7 3 4 4 12 7 3 4 4 12 7 3 4 * g ,.,_�. * 1[11.= - 1 /L"a ELCO MALE/ FEMALE - PANELMATE" `a/ t _ 1 / 4 MIN E MBEOnE N T 1 ,,,...20 MAC WINE sCREw WITH NUT (MIN. 3.000 ► S I. CONCRETE) 12 17 3 5 r / 3 1. 3 12112 6 8 12 12 9 4 5 12 12 8 3 5 5 10 5 / 3 12 1 2 12^ 9 _ 3 9 12 12 12 12 12 12 --- 12 12 12 11 I - - 1 L^i al ^I L 6 11 12 6 3 4 8 8 4 V 4 r / 12 / 12112 12110 8 L. 6 12 12 11 7 3 4 6% 7 4 11 6 10 � 4 3 9 44 / 3 t \I I r 1- 12 I \I2 6 11 77. VI O L m m n m 3 4 1 5 6 9 3 3 8 4 F. 3 � 4 / 9 12+61 3 L. 3 9 4% 12 m1m 9 3 12 mlm - T Imlm 3 12 8 12 4 10 � r , 6 110 0 3 8 , 3 7 12112112112 9 1 L 3 12 12 9 12 4 / 3 9 I. 12 12 8 Fc7: N 4 4 f0' --- :;1 4 8 0 I P * ,r' - -!i.1 62.0 I /L POwERs CALK -IN 72.0 w/ , /0' EnIEDnENT L 1/L - 1'0 SIAINLESS 92.0 STEEL nACrtINE SCREW (MIN. 3.000 ► 5.1. CONCRETE) 210.0 12 12 11 6 11 12 4 12 9 12 12 12 11 B 12 11 8 12 12 7 12 12 12 • 5 9 g 4 7 12 9 12 8 7 6 4 8 4 6 3 6 7 7 7 121 1 3 6 12112 1 12110 12 12 12 12 7 11 12 12 12 10 9 121103 12 : 1 3 121 6 13 6 12 6 12 12 12 121 121 9 12 12 12 12 6 9 12 12 11 1 °, 9 12 m 5 r- 0 N 8 5 6 3 6 7 7 10 9 12 12 10 10 5 7 5 7 9 9 12 10 12 10 5 7 7 9 9 12 l• 5 7 12 10 5 7 7 12 6 3 6 7 12 6 3 6 7 12 6 3 6 7 12 6 3 6 9 12 1015 7 9 48.0 12 12 12 5 8 12 12 9 4 5 12 12 8 3 5 5 10 5 / 3 12 12 12 7 9 12 12 11 4 6 12 12 10 4 5 11 6 3 3 ' 62.0 12 12 10 4 6 12 12 7 3 4 7 11 6 i / 3 3 4 3 12 12 12 5 7 12 12 8 3 5 8 12 7 3 4 3 10 5 � 72.0 1/ L a PowERS 72. 12 12 8 3 5 6 11 mg 3 4 10 5 3 3 9 4 r 12 12 101 4 6 7 12 7 3 4 5 11 6 a 3 3 10 5 p zAMAC NAIL -IN W/ 1 -1/e" • 92.0 9 t2 6 3 4 3 9 4 ' 3 3 9 J / 3 3 9 4 0 10 1218 3 4 3 10 5 3 3 10 5 79 3 3 10 5 � � 3 MIN. EMBEDMENT (MIN. 3.00 ► S I . CONCRETE) 210.0 3 9 4 ' , 3 3 9 4 3 3 9 4 3 3 9 4 / 3 3 101 5/ 3 3 10 5 3 3 10 5 or 3 3 10 5 9 3 4 8.0 12 12 9 4 5 11 11 6 ` 3 10 10 5 3 3 6 3 12 12111 4 6 12 12 7 3 4 11 11 6 3 3 7 4 R _ 1 1 m 1 1 ,::,, :i`1ll1111111za. --4 62.0 72. 1 /L "d ITN TAPCON N/ 1-1/1. MIN EMBEDMENT 92.0 210 0 12 12 6 3 4 8 8 I n 7 QEiy 5 3 r, / 12 12 81 3 4 9 9 6% 3 5 8 5 or , 6 4 OA 10 6 , t 3 4 7 / 6 3 5 3 ' 12 121 7 3 L B S %�� 4 /- % 6 4 mI - 4 1 / © / 5 ©/ r/� 3 /.•/�/ 5 3 5 3 ' 7 9 5 3 6 4 L ,: 6 4 3 r % 3 / 5 3 / , / 6 1 4 /./ Pr r / / / 6 4 ,/ �. ,,• s - 48.0 12 11 7 12 12 11 12 9 3 5 12 12 6 3 4 7 11 7 3 5 5 S/ 3 3 10 Q 4 3 12 12 121121 6 121101 4 8 12 6 12 9 7 4 5 4 12 7 12 8 3 11 6 5 1 10 5 3 9 ' 9 �Z m Im i a a C P * I ,a +K�1G -=�' 62.0 1 /L"� ELCO MALE/ -- FEMALE "PANELMATE" , ..f. 72.0 1_1/4 SINN EMBEDMENT L 1/4 -2o MACHINE 92.0 12 J°° 12 12 9 12 (�I 6 11 5 3 4 9 / 4 3 // © 8 �/ / 5 6 �� 3 4 10 5 0 3 44 3 81U213 3 8 ‚.//3 8 4 / / 9 1216 3 4 3 9 4; 3 3 f" 9 4 3 + '- 3 9 4 scREw WITH NUT 210 0 3 8 4 / , 3 8 4 r 3 8 4 1 / or/ 3 8 4 / 3 9 1 L 3 3 9 4 3 3 9 L i 3 3 9 4 r 3 • ,,1 * 1) 48 0 12 12 1 2 12 12 12 9 4 6 12 12 6 3 4 12 12 6 3 I 4 8 4 V 3 12 12112 6 8 12 12 10 4 6 12 12 9 4 5 3 11 9 6 A 3 5 3 62.0 7 6 3 5 3 1 0 5 1 1 9 ©11 3 4 3 6 10 4 3 3 12 12 1 1 5 6 1 2 1 2 8 3 4 7 12 7 3 4 1 /4 POWERS CALK - IN 72.0 4 8 4% 3 , 12 12 10 4 5 7 12 7 3 4 5 10 6 3 3 3 9 5 4 3 5 3 w/ 1/8" EnBEOMENT L 1/4 - 20 STAINLESS 92.0 STEEL MACHINE SCREW 210.0 8 10 5 3 r " 7 3 ,/ 3 7 % 3 7 7 3 111$1110 x /'/ 3 12 9 5 3 4 3 3 3 9 5 J14lml 3 , 3 3 4 3 3 3 3 7 3 /, / 3 7 3 (% , 3 7 3 3 3 1C 9 10 Ira1m --- 3 0// 3 48.0 12 12 9 4 5 10 10 61/ 3 9 L 9 7 4 j 3 // mom\ 614x/ 12 12 11 12112 8 3 IJI-7 5 12 4 8 12 9 Ir 3 7 // J 11122 7 3 4 1 5 j 3 }' / r 5 8 S L I 6 4 62.0 7 8 5 I /4"a POWERS 72 :CI-1/ - NAIL - �N A W M A / 8 92. MIN EMBEDMENT 210 0 10 10 6 // 3 4 7 4 /0' L 5 5 4 / / 5 3 • , / / 11111 7 3 3 4 8 5 6 / 0 3 7 4 / - ICI 4//// -� 7 �� 5 3 V f/ 3'/ 5 3 // 6 9 6 3% 6 4 r / 6 6 4 4 /% D I. 'o 5 . P 1 , / /r: , 'i1 5 3 f /Y/ / 5 , 3 r0(%. i X 5 3 i,/ 6 4 / 6 4 / /-! 6 1. /,, 1. ANCHOR NOTES: SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1, SHEET S. 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL. ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAO GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAO ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE. HOLLOW BLOCK OR w000 FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER <.::CHOR TYPE BASED ON TYPE OF EXISTING STRuCTURE ANO APPROPRIATE CONNECTION TYPE. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONr:cCTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCOROANCE WITH MANUFACTURERS' RECOMMENOATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUOES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING, W000 FRAMING CONOITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE W000 FRAMING MEMBERS. NOT PLYW000. FASTENING TO PLYW000 IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUO FRAMING. FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN.) W000 STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR W000 FRAMING. W000 STUD SHALL BE - SOUTHERN PINE" G =0.55 OR GREATER OENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD_OR HEX HEAD. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREApS IN BASE ANCHOR ANO MAY HAVE EITHER A PAN HEAD. TRUSS HEAD. OR WAFER HEAD (SIDEWALK BOLT). U.O.N. 9. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES 10 * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREw NuT OR WASHERED WINGNUT. 11. 8 -FOR 1/2" BU ILD -OUT C. MOUNT SECTION OO ANCHOR SPACING SHALL NOT EXCEED 12. FOR BUILD -OUT MOUNT SECTION EO ANCHOR SPACING SHALL NOT EXCEED 6" O.C. PRODUCT REVISED as complying with the Florida °siding Coale / Acceptance No 0 2. 0 6 0 5. o7 Expiration Date 0 R f 7_4./2 oo3 BY /4/ Miami Dadrt-ruduct Control Division 4 0 4 LJ > z 7 8 VJ. EfEVICH PUOEE NAL LNGINItR H. n.. No' 1.00107.1 9 2002 (a••. 07/23/1996 ( •f r.01t0 ( MC 14 (J••Ign 07 t•t••J Or 1 VIK )( 11 VIA 00 -871 .Weer C or 6