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SHUTTERS
4 0 r,.f 4 71111 1 1) P' inspection Number: INSP-18037 Inspection Date: 06/08/2006 Inspector: Desharnis, George Owner: BENJAMIN, PAUL Job Address: 1441 101 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: BUILDTECK INC Building Department Comments Wednesday, June 7, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 a�a s agli C L Block: Permit Number WS -5 -06 -1351 Permit Type: Windows /Shutters Inspection Type: Shutter Final Work Classification: Shutters Phone Number (305)757 -5351 Parcel Number 1132050240270 Lot: Page 1 of 2 Passed Inspector Comments - 4.) • �—L 4 C-- SM., '7",e_A---,- /I Failed Correction Needed g .....„ c.) __ Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until 4 0 r,.f 4 71111 1 1) P' inspection Number: INSP-18037 Inspection Date: 06/08/2006 Inspector: Desharnis, George Owner: BENJAMIN, PAUL Job Address: 1441 101 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: BUILDTECK INC Building Department Comments Wednesday, June 7, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 a�a s agli C L Block: Permit Number WS -5 -06 -1351 Permit Type: Windows /Shutters Inspection Type: Shutter Final Work Classification: Shutters Phone Number (305)757 -5351 Parcel Number 1132050240270 Lot: Page 1 of 2 Issue Date: 5/25/2006 Owner's Name: PAUL BENJAMIN Permit Type: Windows /Shutters Work Classification: Shutters Job Address: 1441 101 Street NE Miami Shores Village, FL 33138 Comments: INSTALL ACCORDION SHUTTERS Additional Information Building Department File Copy Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 11/18/2006 Contractor(s) Phone Primary Contractor BUILDTECK INC Yes Type of Work: SHUTTERS No of Openings: 18 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. Parcel #: Block: Section: Permit Status: APPROVED Permit Number: WS -5 -06 -1351 Phone: (305)757 -5351 1132050240270 Lot: PB: Total Square Feet: 483.57 Total Valuation: $ 3,500.00 Required Inspections Shutter Attachment Shutter Final Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $2.40 $0.80 $280.00 $6.00 $7.00 $296.20 Invoice Number WS - 5 - 06 - 24965 Total: Amt Due $296.20 JUN 07 cry Amt Paid 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. NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. WS 506 -1351 STATE OF FLORIDA: COUNTY OF MIAMI DADE: . OR9DA, DA, COJ OF =a . �Y ►� ;Iv that this is a true copy althe P ',tid1nihrs 'Qsii dayof AUK._ _ . D20 f / ' Cs RIeliv ` and Coarritr Courts r ! / /% O.C. A 0O r, 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 description of property and street address: Lot 10 , Block 1 of Miami Shores Bay Park , accordins to the plat thereof as reorded Jr? plat book 56, at pale 86.. of public records of Miami Dade County Florida. 1441 NE 101 ST Miami Shores Florida, 33138. 2. Description of improvements: Install Accordion Type Shutters. 3. Owner(s) name and address: Paul and Alexis BenIamin,1441 NE 101 ST Miami Shores Florida, 33138 Interest in property: FEE SIMPLE Name and addresses of fee simple titleholder. SAME AS ABOVE 4. Contractor's name and address: Buildteck Inc. 297 East 3' Street Hialeah Florida, 33010. 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: NONE Amount of bond $ 6. Lender's name and address: N /A. 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: NONE 8. In addition to himself, Owner 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: NONE 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) nature of • jer- Sworn to and subscribed befo me this Notary Public Print Notary's N: • Of ZJNC.,of My Commission Expires: • � wv, Martha Perez `�`�� p4 e Commission 4` DD125083 Q° Expires June 11, 2006 � Aaron Notary iitt % 1- 800 - 350.5161 TAX FOLIO NO. 11-3205-024-0270 Prepared By Shawn Angell 111 111 11 1111 11 111 111 111 111 111 111 111 111 111 11 11 Buildteck Inc. 297 East 3 Street Hialeah Florida, 33010 Cri7N42006R0616674 OR Bk 24602 Ps 2424; (Ips) RECORDED 06/07 /2006 12:3S:47 HARVEY RUVII4, CLERK OF COURT MIAMI —DADE COUNTY, FLORIDA LAST PAGE IAA. Nodes efC encesseat BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle) Owner's Name (Fee Simple Titleholder) �TIe X ts ge1�11 qvv�; ti Owner's Address / (/ y / 1\.) , ( Q 1 S' 7 �J City I"' j A 1 .; 5i".∎-es State fr ICYri eick Tenant/Lessee Name Job Address (where the work is being done) City Miami Shores Villa County Miami -Dade Zip - SI 73 Is Building Historically Designated YES NO Contractor's Company Name - 130 j /c[[ec k ,rNc., Contractor's Address Z 9 t/Q S't' -3 rd S 1 e e City Qualifier I eCt State F /GYici.S . Zip lc /0 \Ackbifx J State Certificate or Registration No. (2 j$ C vS9 £( 7 Certificate of Competency No. (icy 1 Architect/Engineer's Name (if applicable) $ Value of Work For this Permit Type of Work: ['Addition Describe Work: -114 Scanning $ Co .L: Code Enforcement $ Miami Shores Village Building Department Total Fee Now Due $ 2C3 • ZCD • (Continued on opposite side) 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Electrical Plumbing Mechanical l vv poi ST P/ 1 On j lteration CCGr Notary $ Training/Education Fee $ ew Structural Plan Review. $ Permit No. \AS Y `" 5( Master Permit No. Zip .- 33 / 38 Phone # Phone # 30S -7 5 S3 S7 Phone # ❑ Repair/Replace * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * * !b� Submittal Fee $ Permit Fee $ GGyp OCJ Phone # p — C., p g 7 d r Roofing Square Footage Of Work: 1 q o ❑ De olition CCF $ Z. .40 . CO /CC Technology Fee $ Radon $ Zoning Bond $ Bonding Company's Name (if applicable) 1 L Bonding Company's Address r City State Zip Mortgage Lender's Name (if applicable) / . Mortgage Lender's Address / _ J 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 approved and a reinspection fee will be charged. Owner or Agent The foregoing instrument was ackno f edged be ; re me this f day of s identification and who did take an oath. NOTARY PUBL, a Sign: Print: 1 a• My Commission Expires: APPLICATION APPROVED BY: Chc 05/13/03 as produced Martha ' a= e n #DD1 ires June 11, 2006 1-800-350-516 Signature Contractor The foregoing instrument was acknowle s Qe 1 efore e this day of 1 1 , r0 who is personally own to me or who h: produced as identification and who did take an oath. Martha Pen Commission r TARY PUBLIC: Sign: Print: — t l S,v My Commission Expires: t o t fo_ ( ,gyp ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Z 10.!,. Plans Examiner Engineer Zoning • • ufl ng Rtf �S- flb-�3 AWNING COMPANY, INC MANUFACTURERS OF HURRICANE SHUTTERS AND BUILDING PRODUCTS New Product Line for the 21 st Century 6865 N.W.36 Avenue. Miami, Florida 33147 Phone: (305) 635 -0900 / (800) 327 -0905 / Fax: (305) 634 -9078 WWW.hurstawning.com SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM o5-10-0. • • . • • •••• . IYltmi Miami Shores Village • durst is thie f3ade County Notice of Acceptance Holder for the following: • ?Adduct Description: HT100 ALUMINUM ACCORDION SHUTTER • • • • P.rAddct Approva l: 02 1227.02 R CFTVX MAY 2 2006 This letter authorizes: To use the above mentioned product at the following job: Paul and Alexis Benjamin 1441 NE 101 ST Miami Shores FL, 33138 Hurst Awning Company, Inc. Frank S. Comelius or Magaly Garmendia President Executive Vice President 1: This form must accompany the application for building permit and shall become part of the permit documents 2: The authorized signature must bear the raised corporate seal of the company holding the Dade County of Acceptance. Product Approval Schedule / Comparison Chart Address : 1441 NE 101 ST Permit # Opening Description of Shutter Product Acceptance Product Approval Opening Design Rough Opening ID Number ' Design Pressure Pressure Size 1 HT -100 Accordion 02- 1227.02 54.00 X 40.00 2 HT -100 Accordion 02- 1227.02 1 108.00 X 52.00 3 HT -100 Accordion 02- 1227.02 38.00 X 52.00 4 HT -100 Accordion 02- 1227.02 108.00 X 52.00 5 HT -100 Accordion _ 02- 1227.02 54.00 X 52.00 6 HT -100 Accordion 02- 1227.02 38.00 X 40.00 7 HT -100 Accordion 02- 1227.02 20.00 X 40.00 8 HT -100 Accordion 02- 1227.02 54.00 X 40.00 i.:. : • HT -100 Accordion 02- 1227.02 108.00 X 40.00 14.. , HT-100 Accordion 02- 1227.02 149.00 X 81.00 1 T' • _ ' HT -309 Accordion 02- 1227.02 72.00 X 81.00 12: - HT -1 bb'A;cordion 02- 1227.02 54.00 X 52.00 f3 • •: HT -3 00:Arcordion 02- 1227.02 54.00 X 52.00 14'.: HT- jfO•Accordion 02- 1227.02 54.00 X 52.00 15. ' ' HT- 1bb:Accordion 02- 1227.02 96.00 X 80.00 46 • ∎ HT- JOAAccordion 02- 1227.02 108.00 X 40.00 17' ' _ HT IQp'AQcordion 02- 1227.02 54.00 X 52.00 1$„ 4 • HT -100 Accordion 02- 1227.02 38.00 X 40.00 Miami Shores Building Department C a> 0 0 c c 0 E 0 O 2 0 O N O 0 . , O U c C L.• sa o V� O U 4) N N 0 .• • C aj c E a c • • :• • •; •• ;••4. i {•••; • •• ;••.: •r. • • •• t . ••• :•.;•••! :••w •w•••i•wr• P • • %• 4 t :•f.%.1•• I • • • • • • • • ;•••: ••;•••: I•••ti••!•••t Al‘e.xis I 1 PE /oIST VI,A14A ; S k es 3 138 • • ••• • • • .••• •• •• • • • •• •• • ••••.••.,...•..••.•••.. ;.4 •• •• • • •• • ••• • ;• . • • 4•• • •• • • • •• ••• • ,•• ••..••. ••. -. .l A " •• ••• • •• • vs ti••• • t ••4•• i• •:••• {•••i • • •. • •• r • •• • • { . • •• • • • . 4 w•;•• •�Y {••• {••• ••;•. • •• • • •t• •••t• • •ti•• • 1 • •• : ; ••• f I••••.• A•••l.••ti••I..•♦ •• r i•••• • •••ti... . I �•••% • •.• ;•.•j.•y••• A i•••• •••L 7 • ? • •• • • • • • • • . i.• • .... • 7•••••. •! 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Positive Negative s ,, - . - e ft. .__ 54 , =59 3, 0. 54.7 � s'•n ... 7�:2 ° -....t F ..♦ S s1;0 � 21 k.5 t '.. 24; C T ^:`y n !?::.w. 581.: ... � � 55.3 %' , :3' t ,. 5 .8 ` iY,. ,;.s .xaya ,63.0 • ,yv c -60.2 1 -59 7 £ .:k4 , vj. iF 581,;> a� 7"° >J"` " , , -460.S . q , 57.9 *'. 5� '. 12': . " 57 4 -75.6 -. ," v":.i : 2�..?'r `^•• ^�3 z 7 4,6` 21 sq ft 52.0 -56.7 52.0 -67.9 55.3 JY 54 8 21 %tF� 24 ' . .. 57.9 �• K 57:4 -63.1 4 -r..':...i ' 62x6 ` . > � 2 t . ft ' � . 51.a6: °.SK}.` • t . ; -56 2 „; -54.4 3 ♦ Y&„` , , 51:6 49.7 ? -.! ;• '• '.• ". °-67:0 -63.3 40 sq ft - _,.x_. ••. �.. $ •. Sq ft; 49.7 40 52.8 -57.8 52.8 -67.3 40 55.4 -60.5 55.4 -70.5 • a r . ::.. 4 8' 5 � ,. ,p ,,. ar ... •' .'K- 1 -53.2 z . •.r++.s ...: .. . } ac, :- 48.5 .r.. :�::; . 4 ,.? §` ..... 1 t v" 51 6 • a ry +:.''{• -S -56 5 5 . •5 6:4 49.0 �, , :-' ' ! ° -64 8 -59.5 =i* 56 ` 112 > >3 ' g,r'+k•�.4' r 54::1 51.3 `l r -59 2 -56.5 t'+ V r � 54.1. 51.3 •67 9', .. -62.4 112 sq ft 46.1 -50.7 46.1 -56.0 112 49.0 -53.9 • ••• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • ... • • • • • • • • • • • • Component Pressure i n' Pounds Square Foot ASCE 7 -98, Exp. C, Kd =1.0, V =146 mph, Bldg. Cat. II, Components and Cladding • •.• • • • •• • . • • • • • • • • • • •• • • • • • • •• • • • • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Hurst Awning Co., Inc. 6865 NW 36 Ave. Miami, FL 33147 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 Ith.s•p roduct or material tested for quality assurance purposes. If this product or material fails to perform in • • the accepted manrer,•t p manufacturer will incur the expense of such testing and the AHJ may immediately • • revolt tii8dify, or Suspend the use of such product or material within their jurisdiction. BORA reserves the right • to revdltethis acce'ptanca, if it is determined by Miami -Dade County Product Control Division that this product or • • material' fails to meet $le requirements of the applicable building code. • • • • • • • This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane • Zoneof thg3lorida)3 iiding Code. .DESCRIPTION:.YT•1,00 Aluminum Accordion Shutter APPRU1''AL DOttJMtNT: Drawing No. 02 -643, titled "HT100 Accordion Shutter ", sheets 1 through 7 of 7, • ▪ • prepaid by V.J. IC�evevith, P.E., dated October 17, 2002, last revision #1 dated December 04, 2002, bearing the Miami -Q le 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 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 & renews NOA # 02- 0315.09 & consists of this page 1 & approval document mentioned above The submitted documentation was reviewed by Helmy A. Makar, P.E. t 3� 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 NOA No 02- 1227.02 Expiration Date: 01/13/2008 Approval Date: 01/16/2003 Page 1 • • • •• • • •• • • ••• • 1 11 = .055 t2 = .076' HEADER -CLG. () MOUNTED SCALE: HALF SIZE • •• • • • ••• • • ••• • • • • • • • • •• •• •• EN g 1 11 = .055" t2 = .076" t3 = 097" O HEADER -WALL MOUNTED SCALE: HALF SIZE 3.993" 4.478" ADAPTER SLAT SCALE: HALF SIZE 45• . 4.078" 4.534" () TYP. SLATS 8 SCALE: HALF SIZE 0. HESE AP DOCUMENTS REPRESENT A SHUTTER SYSTEM ANALYZED WITH •• AMI CAQE PROOUCT CO TROL O V SION FOR THE FLORIDA BUILDING ODE, 2001. • 2. TO VERIFY(1 T THE ANCHORS AS TESTED. ARE NOT OVERSTRESSED IN THESE •• APPROiihI•DOGUMENTS, NO INCREASE IN ALLOWABLE STRESS WAS USED IN THE • FASTENER ANALYSIS. 3. a•• THESE OCUME I DOCUMENTS ACCORD NEGATIVE ACCORDANCE WITH E GOVERNING USE E AND REFERENCING •M/IND VELOCITY. FOR WINO LOAD CALCULATIONS IN ACCORDANCE WITH THE FLORIDA I•• BUILDING CODE 2001 A DIRECTIONALITY FACTOR OF Kd =0.85 SHALL BE USED. 4. THESE APPROVAL DOCUMENTS ARE GENERIC ANO 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 GOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 7. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL DOCUMENTS. 8. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS, THE BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS: A) REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED. SIGNED DATED AND 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. B) REQUIRE THAT A ONE -TIME SITE SPECIFIC APPROVAL BE APPLIED FOR AND SECURED FROM THE MIAMI -DADE COUNTY PROOUCT 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. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED AS FOLLOWS: HURST AWNING COMPANY, INC. MIAMI. FLORIDA MIAMI -DADE COUNTY PRODUCT APPROVED 10. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM AT CENTER OR SIOE CLOSURE WITHIN 18" OF CENTER (VERT.). LOCKING MECHANISM SHALL BE LOCKED TO PROVIDE HURRICANE PROTECTION. t1 = .055" t2 = .076" 1 = 175" • 11. STORM SHUTTER EXTRUSIONS SHOWN SHALL BE 6063 -T6 ALUMINUM ALLOY. U.O.N. o m o 12. ALL SCREWS ANO BOLTS TO BE 2024 -T4 ALUMINUM ALLOY, STAINLESS STEEL, N OR GALVANIZED STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.S.I., U.O.N. POP RIVETS TO BE 3/16 "0, 5052 ALUM. ALLOY, U.O.N. 13. TOP ANO BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. 14. FLOOR TRACKS MAY BE REMOVABLE AT NON- STACKING LOCATIONS. USE REMOVABLE ANCHORS SUCH AS POWERS CALK -IN ANCHORS. 15. THIS SHUTTER SYSTEM IS PATENTED WITH THE U.S. PATENT ANO TRADEMARK OFFICE, PATENT No. 5.755.270. c) BUILD-OUT WALL HEADER SCALE: HALF SIZE 0 0` 0 0 O N } 2.775" .949" 1.391' in N 1.891" 2.373" 1.158" 44r" ()CEN()CEN MATE 1 TER HALF SIZE 0 r co 151° 1.350" 1 500" (OPTIONAL) @LOCK ING CLIP 1 SCALE: HALF SIZE 472" I.D. F.612 0.0. it .211' 111 = .055" t2 = .076' .095 .442" 1 TYP. AT EVERY OTHER INSIDE JOINT AT TOP. 251" ti= .05 t3 = 097' OSILL 3 -WALL MOUNTED SCALE: HALF SIZE 2" MIN. -S" MAXI (D ANGLE @ROLLER ASSEMBLY 11 SCALE: HALF SIZE 12 SCALE: HALF SIZE 2.984" 2.795" .942" ! 1659" 2.101" STAINLESS STEEL. II ! ASSEMBLY .320"Qy HOLE NYLON WHEE �� RIVETEO IN 058" u PLACE 1 WALKOVER SILL FLOOR MOUNTED 1 ti SCALE: HALF SIZE ()CEN ()CENTER MATE 2 TER HALF SIZE M 0 0' 230" 1300' MAX. TOP 211" O 2 BUSHINGS SCALE: FULL SIZE .360" 11O5 50" c c �^ r- N T n •a ' i50" OADJ. SILL -TOP SCALE HALF SIZE L3V 1-4- HAX BOTTOM MAX CARRIER ADJ. SILL -BOT. ALTERNATIVE SCALE: HALF SIZE 5a SCALE SIZE () CENTER MATE 1 ( /LCKI ONG ROO) 9a SCALE: HALF SIZE .485" 1 }} 1I I r I II I .230' 1 300 ' MAX. @ INSERT 13 SCALE: HALF SIZE O t = .200" LOCKING ARM ALIGNMENT INSIDE HANDLE @ BUSHING (NYLON) () SHIM (NYLON) 17 SCALE: HALF SIZE ()SHIM HALF SIZE 050'• .025 (TYP.) l 1.250" 1 090 END SLAT SCALE: HALF SIZE 1.250" By Miami Division OFLAT END SLAT SCALE: HALF SIZE 3.465" 3.267" () CENTER MATE 2 w/ LOCKING Roo) SCALE: HALF SIZE .322" 1/8' THICK STAINLESS STEEL LOCKING ARM 14 SCALE: HALF SIZE in 0 N PRODUCT REVISED as complying with the Florida Bolding Code Acceptance No O 2-- / 22-7.0 Z- Expi . tioo Date 01713 /Zo o8 Product Control • • • lJ z 2,7 W V . tit 0. tol ec <7, Z t, 2 W 1) W � N z W N Z Z Ne u °D „ (data 10/17/2002) scale A5 NOTED Lesion Oy 1 VJK t (Craws by AV 1 checked Dy VJK drawing no. 02 -643 sheet 1 of 7 0 C202002 VJ. KNEZEVICH PROFESSIONAL ENGINEER R. Menu ! s, . 109113 o , i ir •• •' • E - s_ 1 8 1 1 3 3 1 12/04/02 16:40 a 1 z a(7) Z CC 0 wF v F- V1 = w tn w N F SECTION.. /BOTTOM /BOTTOM TRACK TYPICAL ELEVATION N.T.S. • •• • • • •••• FAST NFF,�RR��pp 24" O.C. ••• (SEE ANCHOR SCHEDULE • f OR A Y ACCEPTABLE • •' ANCHQR). • •• •• •• • • a • • s - • � 11 •••• (TYP.) VARIES - NO LIMIT SINGLE ARM L MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER OPTIONAL DRILL 5/8 "0 HOLE FROM BOTTOM OF EXTRUSIONO4 BEFORE ASSEMBLY FOR TRUSS HEAD BOLT (TYP.) PLAN VIEW TOP TRACK ALT. LOCATION OF LOCKING MECHANISM AT SIDE LOCKING MECHANISM CAN BE @ 18" ABOVE OR BELOW CENTER (SEE GENERAL NOTE 10) -MIN. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET S). DISTANCE TO BE MEASURED FROM BACK OF • SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE. 1 D • =1 Go EXISTING GLASS - 0 (TYP.) 6 -1/2" INSIDE CLOSURE T" HAND/ W/ SHIM TYPICAL PLAN VIEW SCALE: 3" • 1' -0" EE FASTENER SCHEOU E 3/4" MIN. s 1 1 "x1 "x1/8" ALUM. ANGLE W/ 3/16"0 POP RIVETS @ 6" O.C. JOINT BETWEEN REMOVABLE AND FIXED SILL PLAN VIEW SECTION S REMOVABLE FLOOR TRACK DETAIL SCALE : 3"= 1'- 0" - -.50"0 USED WITH PIECESOANO LOCKING PIN SCALE: 1 -1/2" = 1' -0" FASTENER @ 24" O.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) SSEFIBLY OPTIONAL ACCESS HOLE EXISTING STRUCTURE SEE SECTION 8 ON SHEET 3 FOR COMPLETE INFORMATION C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON 2 -1/4 INSIDE OR OUTSIDE OF SHUTTER SINGLE ARM LOCK N.T.S. SINGLE ARM LOCK N.T.S. 2" MIN. SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER 2 -1/4' FASTENER @ 24" O.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). 0 (TYP.) 14 9a SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER SCALE: 3" . 1' - 0" SEE FASTENER SCHEDU E 1 -1 / MIN. i 1-1/ MIN. MAX. TI 1 PLAN VIEW 1 "x1 "x1/8" 3/16 "0 POP JOINT BETWEEN REMOVABLE AND FIXED SILL [ NYLON HANDLE (DOES NOT REPLACE SINGLE ARM L0000 OPTIONAL CLOSER HANDLE N.T.S. NYLON HANDLE (DOES NOT REPLACE SINGLE ARM LOCK) OPTIONAL CLOSER HANDLE N. T.S. MIN. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET 5). DISTANCE TO BE MEASURED FROM BACK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE. IN CI�OSUR, SHIM AN L W SECTION T OPTIONAL REMOVABLE FLOOR TRACK DETAIL SCALE : 3 1' - 0" OPTIONAL PLAN VIEW SCALE: 3" . 1' -0" SEE SECTION L ON SHEET 4 FOR COMPLETE INFORMATION C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING CARRIER BUSHING 12 12 Li.a /(il O I� 7/16" O.D. 0.63" LONG NYLON IQP BUSHING 111111111111111 0 # 0 x 2" SMS. MANUFACTURED FROM #410HT OR 18 -8 STAINLESS W/ XYLAN 5200 FLUOROCARBON STEEL W/ XYLAN 5200 FLUOROCARBON COATING & .460 "O x .050" THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP & BOTTOM) 3/8" 0.D. x 0.90" LONG NYLON BOTTOM BUSHING #10 x 3" SMS. MANUFACTURED FROM #410HT STAINLESS STEEL W/ XYLAN 5200 FLUOROCARBON COATING & .460"0 x .050" THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP & BOTTOM) SCREW BUSHING & ROLLER/ BUSHING ASSEMBLY SCALE: HALF SIZE ' NV .ALT •1/11W1>E ■l asst. f anal" .a..�nl I i i I. ir • 13 (TYP.) 6 -1/2" EXISTING/ GLASS S 5 EMBL Y OPTIONAL LOCATION C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING STRUCTURE FASTENER @ 24" 0.C. (SEE ANCHOR SCHEDULE 2" MIN. FOR ANY ACCEPTABLE {' ANCHOR). PRODUCT REVISED as complying witb the Florida Baiding Code Acceptance NoOZ -122 • o Z Expiration Date O 08 By Miami ► ' net Control Division • Z Z � `I- 1.01 W u 1—D Q 0, /' Q W ois t2 S W Li W t D w V1 Z 0 y > >r - o os Qa O > •■ r • y A •o r° 0 0 m scats AS NOTED d.sign by ' l V/K dsr• 10/17/2002 (drawn by l AV [checked by WPC tlr aw.ng no. 02 -643 sheet 2 of 7 12/04/02 16:40 SEE TABLE 2 •• • • •• •••• • • •••• • •• • • • • • • •• • • • •• • • • • 9 W L7 0 in GLASS OR DOOR— w o •• . •• WAtt:MOUNT SECTION SCAI•Fi31= 1' -0" • • ••• E XISTING CONCRETE. MASONRY • • IOR W000 STRUCTURE. SEE :.ANCHOR SCHEDULE, TYP. • C3 CONNECTION TYPE • REFERENCE ANCHOR ▪ SCHEDULE FOR MAX. SPACING BUT 00 NOT EXCEED 6" SPACING 0 CONT. 0 CONT 1/2" OR boon 12/04/02 16:40 EMB. 1/2" 11 CONT. 1/2 "\_ EMBED. 5/8" MAX. 1/2" SEE TABLE 2 EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING ROLLER ASSEMBLY 1�2 TYP. EVERY OTHER PTN 5/8" MAX. 9- 3/16" MAX. 1/2" 1/4" MAX- 1/4" MAX— C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING TWO 1/4 -20 MACHINE BOLTS W/ NUT OR #14 TEK SCREW @ 12" O.C. (TYP., TOP & BOTTOM) O \ /2 ALT. ANGLE LEG DIRECTION. REVERSED ANGLE LEG MAY BE FROM ONE ANGLE OR FROM BOTH ANGLES (TYP.). C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING BUT 00 NOT EXCEED 6" SPA NG 1/2" • CONT. 1/ CONT. 11 CONT. NOTE. BOTTOM MOUNT DETAIL MAY BE USED AT TOP. BUILD -OUT MOUNT SECTION SCALE: 3" = 1' -0" L SEE TABLE 2 OR DOOR 3/16 "0 POP RIVET OR #12 TEK SCREW @ 6" 0.C. (TYP.1 C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING CONCRETE. MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. EQ. Q. FDGE DIST ASSEMBLY 1 "x1 "x1/8" ALUM. ANGLE W/ 3/16 "0 POP RIVETS dal 6" 0.C. 1/4 -20 MACHINE BOLT W/ NUT (T 12" 0.C. (TYP., TOP & BOTTOM) ROLLER ASSEMBLY 17 w TYP. EVERY OTHER PIN o v1 W 1/4" MAX- .- Z a cc a tow 3~ =Z ow V) _1-I ' CL Vat QO E X v a E 1/4" MAX-- OR D EXISTING CONCRETE, MASONR OR W000 STRUCTURE. SEE ANCHOR SCHEDULE. TYP. 5/8" MAX. 3/16 "0 POP RIVET L @ 6" 0.C. (TYP.) 1/4" MAX. ® CEI1INGNSIDE MOUNT SECTION SCALE: 3" - 1' -0" C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING -1/4" MAX. EDGE zw DIST.- a w wam 1- w 1- `/ = ZOw VI aJ� X Nan XZ a N E OR DOOR PTIONAL FASTENER LOCATION IN LIEU OF ANGLE SUPPORT - STAGGER ANCHOR 1/4" OFF CENTER 5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING W ' o N w 0 SEE TABLE 2 2 -7/8' MAX.- EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. EXISTING WOOD TRUSS OR RAFTER W„ "'="' 24" MAX. O.C. ',CC ■, C1 CONNECTION TYPE EXISTING ANCHOR EXISTING W000 OR SCHEDULE FOR MAX. STUCCO FINISH SPACING MATERIAL I • 2GTYP_ TOP & BOTTOM — 1 1 / 2 " , , lft 111 I 1/4" ° BUILD-OUT MOUNT SECTION F SCALE: 3" = 1' -0" 11 CONT. - FOR LARGER SPANS E TWO 2" x 5" AL. ANGLES (SEE SCHEDULE 1 TYPE C) C2 CONNECTION TYPE REFERENCE ANCHOR Cl CONNECTION TYPE SCHEDULE FOR MAX. REFERENCE ANCHOR SPACING BUT 00 NOT !/ SCHEDULE FOR MAX. EXCEED 8 -1/2" SPACING NI 1/2" I SN 1/4" MAX. - 111§1. C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING lip__ 5/8" MAX. EXISTING CONCRETE. MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. SPACING 1/4 -20 MACHINE BOLT W/ "TYP. - UT @ 12" 0.C. (TYP., TOP BOTTOM) z a- Vt MAX. TOP & BOTTOM C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 11 CONT. - FOR LARGER SPANS E TWO 2" x 5" AL. ANGLES (SEE SCHEDULE 1 TYPE C) /8" MAX. ° BUILD -OUT MOUNT SECTION a SCALE 3 _ 1 -0 #14 SMS Cal 24 " 0.C. MAX. IN BETWEEN TRUSSES SEE TABLE 2 'f EMBED. - 1/2)-1/2' EQ.. E Q. MAX. aw V1J 3a 0 1- 0 - J0 L s o O R D O O R X a EL, W V1 w —1/4" o b z a'- aw 0m 3a 0 1- 0 - Jw a XO E w VI ;- 1/4 MAX. WOOD SOFFIT / ° FLOOR MOUNT SECTION G SCALE: 3" = 1' -0" wF t7 0 N uJ 0 w l7 0 4" x 1/8" 6063 -T6 ALUM. CONTINUOUS PLATE W/ THREE 1/4 "0 W000 LAG SCREWS WITH 2 -3/4" MINIMUM THREADED PENETR. "T" IN W000 (al EACH RAFTER OF TRUSS, 24" 0.C. MAX. WHERE PLATE EXTENDS BEYOND LAST TRUSS. EXTEND PLATE TO NEXT TRUSS MAX. C3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE.' SEE ANCHOR SCHEDULE. TYP. 5/8" MAX. 2" x 2" x .050" ALUM. TUBE TYP. TOP & BOTTOM 1/ 1/2" 1/4" MAX- O BUILD -OUT MOUNT SECTION SCALE: 3" = 1' -0" 22 1/4" MAX. Z a.- 0_w VIJ 3a 01 0 - aJ XO < EL./ wu w V) C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING BUT DO NOT EXCEED 8 -1/2" SPACING PRODUCT REVISED as complying with the Florida Raiding Code Acceptance No 02 - E :p' tion Date 0 By Miami 1 .. s roduct Control Division ra 11 1 11 0 I 0 0 0 • (acre 10/17/2002) scale 1 AS NOTED (design by l VD( [ drawn by t AV checked by VJK) rawing o 0d2 -643 ( sheet 3 of 7) ALUM. BEAM & SHUTTER SCHEDULE 0E• SCRIPTION _ SHUTTER SPAN SPA BEAM N •• • 2 x 5%. : -0 .. 9 . -5 ., ••Tw = .1E5" •8' -0" 8' -1" Tf = .11$4••i 10' -0" p. 7' -6" • •• ••. 2' x > i.. -0" 14' -0" • 14 = . = 2••• „8 ' -o " 11 -6 'Pf = .224''•' design by ) VJK J checked by VJK •••••■ -0" 10' -4" • •2 " x 9 ., s fw = .072: ".8' -0" 12' -5" •• ( • f = .224 •• 10' -0" 11-2" VJ. KNEZEVICH FROFES FLLkens. /' � ,„,...,.._ Sii1. X 0010983 t -� EER 11 11 ®1111 h ill Qiuiuii I dare 10/17/2002 s AS NOTED )`drawn by design by ) VJK J checked by VJK drawing 02 -643 sheet 4 of 7 12/04/02 16:40 TWO 3/8 "0 POWERS CALK -IN p 3 -3/4" 0.C. W/ 1 -1/4 MIN. EMBED. IN 3 KSI CONC. WITH 4 -1/2" MIN. EDGE DIST. OR FOUR 1/4"0 ELCO CRETE -FLE 3" 0.C. W/ 1 -3/4" EMBEDMENT & 2 -1/2" EDGE DIST. IN EACH ANGLE • • • • • • • •• ••• •• ••• EXISTING STRUCTURE O R OCSOR OR DOOR TWO 3/8 "0 POWERS CALK -IN p 3 -3/4" O.C. W/ 1 -1/4 MIN. EMBED. -IN 3 KSI CONC. WITH 4 -1/2" MIN. EDGE DIST. OR FOUR 1/4"0 ELCO CRETE -FLE 3" 0.C. W/ 1 -3/4" EMBEDMENT & 2 -1/2" EDGE DIST. IN EACH ANGLE STRUCTURE 1 111.1 5/8" MAX. 2" x 3" x 1/4" 6063 -T6 ALUM. ANGLE \EM: 1 - � – DETAILS 1 S& /@ 114 E _ , THREE -1/4 "0 THRU BOLTS � 1" MIN. �! T w t 5/8" MAX. (MAX. DESIGN LOAD * 72 PSF) ® TOP SUPPORT BEAM DETAIL H SCALE: 3" = 1' -0" NOTE: 1. USE BEAN,J,SCHERULE FOR 0 ETAILS ) AND(J). 2. SHUTTER SPAN TO BE LIMITED TO THOSE SHOWN IN TABLE. SHEET 5. 3. BEAM SPAN SHALL BE CONSIDERED AS THE DISTANCE FROM (_OF SUPPORT TO CL OF SUPPORT. 3/16 "0 POP RIVET OR #12 TEK SCREW (0) 6" O.C. 1 -1 A & S OR SEE TABLE 2 Tw ACCES HOLE 2 "x3 "x1/4" 6063 -T6 ALUM. ANGLE THREE - 1/4"0 THRU BOLTS ALT. LEG DIRECTION (MAX. DESIGN LOAD * 72 PSF) O BOTTOM SUPPORT BEAM DETAIL SCALE: 3" = 1' -0" ALUM. BEAM (SEE BEAM SCHEDULE BELOW FOR BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) o 1/4 -20 S.S. MACHINE SCREW & NUT @ 12" 0.C. USE THRU BOLT OR ACCESS t10LE AS SHOWN IN DETAIL t -1 /4" MAX. ea _ CC �OW 'U.1 Q ° wF 3 WW W m vV1 = F N VI NJ O c = XQ �-QZ Q W =OMVV) VI O N 1.50" 3.00" 3/16 "0 POP RIVET OR #12 TEK SCREW (0 6" 0.C. AL. BEAM (SEE BEAM SCHEDULE ABOVE FOR BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) 1/4 -20 S.S. MACHINE SCREW & NUT 12" 0.C. PROVIDE 1 "0 ACCE� HOLE IN BOTTOM OF BEAM OR USE THRI..( BOLT AS SHOWN IN DETAIL 1.50" 3.00" DRILL 5/16 "0 HOLE 1.00^ SCALE : 3 "= 1'- 0" 0 N SCALE : 3"= r- 0" OR DOOR N DRILL 7/16 "0 HOLE DRILL 5/16 "0 HOLE 1.13" EMBED. PLYWOOD AND STUCCO FINISH 5/8" MAX. 0 N ANGLE DETAIL USING CALK -IN ANCHOR 3.00" 1.12" v2 ANGLE DETAIL USING CRETE -FLEX ANCHOR SEE TABLE 2 MAIVIIIIII fir::::, 1A,. Al 11111. II it 1.88" 3.00" 3.75" 6.00" 1.88" 3.00" 1.12" CD Z1/2" 1.00" FOR WOOD PLATE USE 1/4 "0 S.S. LAG SCREW W/ 1 -3/4" PENETRATION INTO W000 PLATE (l0 12" O.C. TWO 1/4"0 S.S. LAG SCREW 24" 0.C. MAX. W/ 1 -3/4" PENETRATION IN CENTER OF STUDS 2" x 6" P.T. WOOD PLATE (MAX. DESIGN LOAD 1 72 PSF) OWALL MOUNT SECTION - USING 2' x 6' P.T. WOOD PLATE SCALE: 3" = 1' -0" PLYWOOD AND STUCCO FINISH 5/8" MAX. @ WALL MOUNT SECTION - USING ALUM. TUBE SCALE: 3" = 1' -0" EXISTING CONCRETE, MASONRY OR W000 STRUCTURE. SEE ANCHOR SCHEDULE, TYP. EQ. EQ L SEE TABLE 2- OR DOOR 3/16 "0 POP RIVET OR *12 TEK SCREW @ 6" 0.C. (TYP.) ASSEMBLY C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. ti SPACING 1 1/4" MAX. 1/4 -20 S.S. MACHINE SCREW & NUT 12" 0.C. PROVIDE 1"0 ACCESS HOLE © BACK SIDE FOR FASTENING TWO 1/4"0 S.S. LAG SCREW (a1 24" 0.C. MAX. W/ 1 -3/4" PE R. IN CENTER OF STUDS 1" x 3" x 1/8" OR 1" x 4" x 1/8" 6063 -T6 ALUM. TUBE (MAX. DESIGN LOAD = 72 PSF) 3/16 "0 POP RIVET U ! (1a 6" 0.C. (TYP.) 1 -1/4' MAX. '6 7/2 �EL1. C EO. EDGE DISTJ, 0 CEIL L ING/INSIDE MOUNT SECTION SCALE: 3" = 1' -0" 5/8" MAX. C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING r1/ 4" MAX Zw QJ WCLm N 3~ ZOW Q JJ NQO X � Q E OPTIONAL LOCATION C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING PRODUCT REVISED as complying with the Florida Betiding Code Acceptance No c 17- 0 F.xpiratioo Date ►/� 3 Zoe B By . Misfit Dad net Control Diusion MAXIMUM ALLOWABLE SPAN SCHEDULE NEG. DESIGN LOAD (PSF) TYPE A ALL MOUNTING CONDITIONS EXCEPT 00® (FT - IN) TYPE B DETAIL OF OR DETAIL O \� SINGLE ANGLE REQUIRED 3 -3/4" MAX. B.O. (FT - IN) TYPE C DETAIL DOUBLE ANGLE REQUIRED 3 -3/4" MAX. B.O. (FT - IN) TYPE D DETAIL DE 9- 3/16" MAX. B.O. (FT - IN) 30.0 13 - 1 12 - 4 13 - 1 12 - 7 38.0 13- 1 11 -0 13- 1 11 -2 40.0 12 - 11 10 - 8 12 - 5 10 - 11 48.0 12 -4 9-9 10 -4 10 -0 52.0 12 -1 9 -4 9 -7 9 -7 56.0 11 - 11 9 -0 9 -0 9 -3 . 61.5 11 - 7 8- 7 8- 7 8- 10 63.3 11 -6 8 -6 8 -6 8-8 66.8 10- 11 8 -3 8 -3 8 -5 67.5 10 -9 8 - 3 8 -3 8 -5 71.2 10 - 3 8- 0 8- 0 8- 2 75.0 9 -8 7 -8 7 -8 8 -0 81.4 8- 11 7- 0 7- 0 7- 4 86.8 8 -5 6 -7 6 -7 6- 10 91.4 8- 0 6- 3 6- 3 6- 6 100.0 7 -3 5 -9 5 -9 6 -0 110.0 6- 7 5- 2 5- 2 5- 5 120.0 6- 1 4 -9 4 -9 5 -0 130.0 5- 7 4- 5 4- 5 4- 7 140.0 5 -2 4 - 1 4- 1 4 -3 150.0 4 -10 3 -10 3 - 10 4 -0 160.0 4 -6 3 -7 3 -7 3 -9 170.0 4 -3 3 -4 3 -4 3 -6 MINIMUM SHUTTER SEPARATION FROM GLASS (IN) POSITIVE " DESIGN LOAD (W) (PSF) ACTUAL SPAN (FT - IN) MINIMUM SEPARATION FROM GLASS FOR INSTALLATIONS LESS THAN OR EQUAL TO 30' ABOVE GRADE (INCHES) MINIMUM SEPARATION FROM GLASS FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) 30.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 8 - 0 2 -7/8 1 -5/8 11 - 0 3 2 -1/8 13 - 1 3 -3/4 2 -3/4 40.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 8 - 0 2 -7/8 1 -5/8 11 - 0 3 2 -1/4 12 - 11 3 -3/4 3 50.0 5 - 0 2-7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 8 - 0 2 -7/8 1 -3/4 11 - 0 3 2 -1/2 12 - 2 3 -3/4 3 60.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 8 - 0 2 -7/8 1 -3/1. 11 - 0 3 1 -3/4 11 - 8 3 -3/4 3 70.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 8 - 0 2 -7/8 1 -7/8 9 - 6 3 2 -1/4 10 - 4 3 2 -5/8 80.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 8 - 0 2 -7/8' 1 -7/8 11 - 0 3 -1/8 3 -1/8 12 - 1 4 4 90.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 8 - 0 2 -7/8 2 11 - 0 3 -3/8 3 -3/8 11 - 6 3 -7/8 4 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 100.0 8 - 0 2 -7/8 2 9 - 0 3 2 -3/4 10 - 3 3 3 j 11 1 1 1 1 • •• • • • •••• •••• • • •••• • •• • • • • • •• • •• • • • ••• • • • (Do (Do • •• •• � • • • • • • •• •• ® ALT. CLOSURE DETAIL SCALE: 3" = 1' -0" " MIN --47 --47 0 FASTENER (1 24" O.C. (USE ANY ANCHOR IN ANCHOR SCHEDULE) FASTENER (Th 24" O.C. (USE ANY ANCHOR IN ANCHOR SCHEDULE) `I% �II1 ®ALT. CLOSURE DETAIL •• • •••• •" N SCALE: 3" _ • • • • • • •• •••x2"x /8" • ••••ALUM. ANGLE • 3 #T10 f SCREWS OR•3- jt16"0 ALUM. •••• PQP (TYP.) •••• 2 "x2 "x1/8" ALUM. TUBE 6063 -T6 ALLOY NOTE: EITHER CONDITION MAY BE TYPICAL FOR EITHER SIOE ® CORNER CLOSURE DETAIL P SCALE: 3" = 1' -0" 2" x 2" x.125" ALUM. ANGLE CONT. #10 x 1/2" GALVANIZED SMS OR 3/16 "1 ALUM. POP RIVET (a 18" O.C. 1" x 1" x .055" ; 1" x 2" x .055 "; 2" x 3" x .055" ; 2" x .4" x .055" OR 2" x 5" x .125" AL. ANGLE #10 x 1/2" GALVANIZED SMS OR 3/16"0 ALUM. POP RIVET (aa 18" O.C. 1" x 1" x .055" ; 1" x 2" x .055 "; 2" x 3" x .055" 2" x 4" x .055" OR 2" x 5" x .125" AL. ANGLE #10 TEK SCREW OR 3/16 "0 ALUM. POP RIVET (a 24" O.C. (TYP.) TWO 1/4 "0 FASTENERS RC) ANGLE (SEE ANCHOR R9a SCHEDULE FOR ANY ACCEPTABLE ANCHOR) 1/4 -20 TRUSS HEAD BOLTS & NUTS W/ LOCK WASHERS (a 24" O.0 EXISTING STRUCTURE HALF 0 USE MALE OR FEMALE AS REQUIRED ®ALT. CORNER CLOSURE DETAIL SCALE: 3" = 1' -0" T A B L E 1 NOTES: 1. REFERENCE APPROPRIATE COLUMN IN TABLE 1 BASED ON MOUNTING CONDITION IN FIELD. 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. 3. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. SHUTTER SPAN. 4. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SHUTTER SEPARATION FROM GLASS. MIN. SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE SHEET 5) 0.062" THICK RECESSED SILL 3105 -H32 OR 6063 -T6 ALUM. ALLOY (1/8" BELOW CONCRETE) O 1- J J w Q � Xo Qw Ev tut") w N ® ALTERNATE FLOOR MOUNT DETAIL R SCALE: 3" = 1' -0" 1/4" MAX. T A B 1. E 2 1 -1/4" < Ihll EXISTING STRUCTURE MIN. 3,000 PSI CONCRETE CONCRETE FASTENER (al 8" O.C. ANY SCHEDULED FASTENER IS ACCEPTABLE PRODUCT REVISED as complying with the Florida Balding Code Acceptance No 0 Z - 2.2- 7 0 Z. Expiration Date • ieca' - ocf By M •i Division net ContnA 0 c 0 M 0 Oat• 10/17/2002 scale •5 NOTED) design by VJK 0 m 1' 0 N 0 0 N _ 0 1- )drawn by ` AV checked by V drawin no 0 2 -643 sheet 5of7) 12/04/02 16:40 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS I EXIST. STRUC. ANCHOR TYPE LOAD (W) P.S.F. MAX. (SEE NOTE 1) . • E DISTANCE MIN. 3° EDGE DISTANCE SPANS UP TO ' 5• -8" OTE 1) SPANS UP TO 8 -0 (S • SPANS UP TO 9 -0" (SEE NOTE 1) SPANS UP TO 13' -1" (SEE NOTE 1) 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 C1 (SEE C2 NOTE C3 TYPE 3) C4 CS CONNECTION C1 (SEE C2 NOTE C3 .TYPE 3) C4 CS CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 CS CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 SEE C2 NOTE C3 TYPE 3) C4 CS CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 CS CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 CS CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONCRETE ili tw. 1/4 "0 1TW TAPCON W/ 1 - 1/4" MIN. EMBEDMENT (MIN. 3,100 P.S.I. CONCRETE) 45.0 12 12 12 12 7 12 12 12 8 5 12 12 12 7 4 10 5 5 5 3 12 12 12 12 9 12 12 12 10 6 12 12 12 9 5 11 6 6 6 3 57.0 12 12 12 9 6 12 12 5 3 5 6 5 4 4 3)9 � r/ 11 8 8 9 4 3 3/ 10 3 6 4/ 4 4 3 8 8 8 3 3 3/ / / 4 4 4 9 12 12 9 12 12 3 12 12 3 11 9 S 7 5 3 12 11 9 12 6 3 12 6 3 8 6 5 5 4 3 12 10 9 10 4 3 12 4 3 7 5 5 4 3 3 9 9 9 3 3 3 3 3 3 5 5 S 3 3 73.0 12 12 12 7 5 4 3 5 105.0 10 5 5 170.0 8 3 / � 4 3 8 3/ 4 / 1/4"0 POWERS w/ 7/8" a 1/4 -20 STEEL MACHINE (MIN. 3,000 12 45.0 12 12 12 12 9 12 12 12 9 6 12 12 12 8 6 12 9 9 5 4 12 12 12 12 12 12 12 12 12 10 12 12 12 12 9 12 11 11 9 6 CALK EMBEDMENT STAINLESS P.S.I. CONCRETE) -IN SCREW 57.0 12 12 12 10 7 12 12 12 7 5 12 12 12 6 4 12 5 4 4 3 12 12 12 12 11 12 12 12 12 8 12 12 12 10 7 12 6 6 7 S 73.0 12 12 12 8 5 12 9 9 5 4 12 6 6 5 3 12 5 4 L. 3 12 12 12 12 8 12 12 11 9 6 12 8 8 8 5 12 6 6 7 5 105.0 12 9 8 5 4 12 5 4 4 3 12 5 4 4 3 12 5 4 4 3 12 11 11 9 6 12 6 6 7 5 12 6 6 7 5 12 6 6 7 5 170.0 12 5 4 4 3 12 5 4 4 3 12 5 4 4 3 12 5 4 4 3 12 6 6 7 5 12 6 6 7 5 12 6 6 7 5 12 6 6 7 5 45.0 12 12 12 10 6 12 12 12 7 4 12 12 12 6 4 B 4 4 4 // 12 12 12 12 7 12 12 12 9 5 12 12 12 8 4 9 5 5 5 3 Q j 57.0 12 12 12 8 5 10 10 10 5 3 9 7 8 5 3 6 3 12 12 12 10 6 12 12 12 7 4 10 8 9 6 3 7 7/ �� 4 4 j 1/4 "0 NAIL-IN MIN. MIN. (MIN. 3,000 POWERS ZAMAC W/ EMBEDMENT P.S.I. CONCRETE) 73.0 11 11 11 6 3 8 4 4 4 j 7 3 3 4 j 6 3 ✓ 12 12 12 7 4 9 5 5 5 3 B 3 3 4 j 7 105.0 8 4 4 4 �� " /// 6/ 3 4 6 4 j 3// 6 3 9 5 4 5 3 7 / ! 4/ 7 X 4 7 / / / 4 /// /// ,,, 170.0 6 / /// 3 /fj 6 3 / 6 / 3 J� 6 / 3 / 7 7/� 4 ` T 7 7 4 % 7 /� 4 // * .umiermw.nr+unu= * I • - d` ° " " " "' " 1/4"0 ELCO MALE/ FEMALE "PANELMATE" w/ 1 - 1/4 MIN. EMBEDMENT S. 1/4 - 20 MACHINE SCREW WITH NUT (MIN. 3.300 P.S.I. CONCRETE) 45.0 12 12 12 12 11 12 12 12 12 7 12 12 12 11 6 12 8 7 7 4 12 12 12 12 12 12 12 12 12 8 12 12 12 12 7 12 8 8 8 5 5 7.0 12 12 12 12 8 12 12 12 9 6 12 12 12 8 5 11 4 4 6 3 12 12 12 12 9 12 12 12 11 6 12 12 12 10 6 12 4 4 7 4 73.0 12 12 12 10 6 12 8 8 7 4 12 5 5 6 4 11 4 4 6 3 12 12 12 12 7 12 8 8 8 5 12 6 5 7 4 12 4 4 7 4 105.0 12 7 7 7 4 11 4 4 6 3 11 4 4 6 3 11 4 4 6 3 12 8 7 8 5 12 4 4 7 4 12 4 4 7 4 12 4 4 7 4 170.0 11 4 4 6 3 11 4 4 6 3 11 4 4 6 3 11 4 4 6 3 12 4 4 7 4 12 4 4 7 4 12 4 4 7 4 12 4 4 7 4 (1===== �umm�auuumnm: 1/4" ELCO TEXTRON HEX - FLANGE TAPCON/ HEX HEAD TAPCON W/ 1 - 3/4•' EMBED (MIN. 3.320 PS.L CONCRETE) 45.0 12 12 12 12 11 12 12 12 12 7 12 12 12 11 7 12 8 8 7 4 12 12 12 12 12 12 12 12 12 9 12 12 12 12 8 12 10 10 9 6 5 7.0 12 12 12 12 8 12 12 12 9 6 12 12 12 8 5 12 4 4 6 3 12 12 12 12 11 12 12 12 12 7 12 12 12 10 7 12 6 5 7 4 73.0 12 12 12 10 6 12 8 8 7 4 12 6 5 6 4 12 4 4 6 3 12 12 12 12 8 12 11 10 9 6 12 7 7 8 5 12 6 5 7 4 105.0 12 8 8 7 4 12 4 4 6 3 12 4 4 6 3 12 4 4 6 3 12 10 10 9 6 12 6 5 7' 4 12 6 5 7 4 12 6 5 7 4 170.0 12 4 4 6 3 12 4 4 6 3 12 4 4 6 3 12 4 4 6 3 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 45.0 12 12 12 12 11 12 12 12 12 7 12 12 12 11 7 12 8 8 7 4 12 12 12 12 12 12 12 12 12 9 12 12 12 12 8 12 10 10 9 6 1/4 "0 ELCO CRETE W/ 1 - 3/4" MIN. EMBEDMENT (MIN. 3.350 P.S.I. CONCRETE) FLEX 57.0 12 12 12 12 8 12 12 12 9 6 12 12 12 8 5 12 4 4 6 3 12 12 12 12 11 12 12 12 12 7 12 12 12 10 7 12 6 5 7 4 7 3.0 12 12 12 10 6 12 8 8 7 4 12 6 5 6 4 12 4 4 6 3 12 12 12 12 8 12 11 10 9 6 12 7 7 8 5 12 6 5 7 4 105.0 12 8 8 7 4 12 4 4 6 3 12 4 4 6 3 12 4 4 6 3 12 10 10 9 6 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 17 0.0 12 4 4 6 3 12 4 4 6 3 12 4 4 6 3 12 4 4 6 3 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS LOAD MIN. 3/4' EDGE DISTANCE (1.4) SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO P.S.F. 5' -8" 8' -0" 9' -0" 13' -1" '. S ANCHOR TYPE MAX. (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE NOTE (SEE NOTE 3) SEE NOTE 3 (SEE NOTE 3 SEE NOTE 3 1) C1 C2 C3 C4 CS C1 C2 C3 C4 C5 C1 C2 C3 C4 CS C1 C2 C3 C4 C5 aooM I� 4 5.0 12 12 12 9 7 12 12 12 6 5 12 12 12 5 4 12 9 9 3 3 57.0 12 12 12 7 5 12 12 12 5 3 12 12 12 4 3 12 5 4 3 - Z/ 1/ 3/4" MIN. THREAD 73.0 12 12 12 5 4 12 9 9 3 3 12 6 6 3 V 12 5 4 3 f PENETRATION SHEAR PARALLEL OR PERP. TO W000 GRAIN 105.0 12 9 8 3 3 12 5 4 3% 1 5 4 3/ 12 5 4 3/ J 3 170.0 12 5 4 3 // 12 5 4 3 12 5 4 3 / 12 5 4 • •• • • • • • • • • • • • • T • •• • • • • • • • • • •• • • • • • •• • • •• • • • • • • • • • • •• • • • •• • •• • • • • • • • •• • • • •• • • • • •• • • •• • • • • • • • •• 12/04/02 16:40 SEE PAGE 7 FOR ANCHOR NOTES PRODUCT REVISED as complying with the Florida Raiding Code Acceptance No 0 2 - 1 227.0 2 Expiration Date Zoo8 By Miami Dh isio Control 2002 v z Z � ln� W V < °C e_ • N N VI re Q W ea 0 V = 2 LJ t7 L4,11 N UJ Z 2 0 cr ,z 0 Fp Io 0 C 0 VJ. KNEZ 3 ' CH PROFESS WEER 0010983 [scale AS NOTED design by I VJK acre 10/17/2002 [ drawn by AV [Checked by VJK Drawing no. 02 -643 sheet 6 of 7 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS 1 EXIST. STRUC. ANCHOR TYPE LOAD (W) P.S.F. MAX. (SEE NOTE 1) MIN. 2° EDGE DISTANCE MIN. 3° 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) 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 C1 (SEE NOTE C2 C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE CZ NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYP 3) C, CS CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 CS CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION (SEE C1 C2 NOTE C3 TYPE 3) C4 CS CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 HOLLOW CONCRETE BLOCK 45.0 57.0 12 10 12 12 10 10 7 5 4 3 9 7 9 7 9 7 5 4' 3 8 6 8 5 8 5 4 3 A Y 5 4 3 " 3 3 ' 12 12 12 8 5 10 10 10 6 3 9 9 9 5 3 6 3 3 3 • i i i i 11 6 4 8 8 8 4 E 7 5 6 4 Pr, 5 " 3 F A ii (,�`11(,(`(((„((1)`((`t, 1 min. EMBEDMENT 73.0 7 7 7 AEN'ME"' 4 ' 5 3 3 3' 4 4 EFAEI' „'E 4 4 'OMEN FAME 8 8 8 5 3 3 6 �'OU 3 3 3 M 5 " 5 i 3 3 W E 5" 5 '' 3 3 ' 105.0 5 6 3 3 170.0 4 ,� OM'za 4 ' �� 'I 4 // "nEran nWSn 5 M' 3 arms 3 ril * �// 1/4"0 W/ 7/8" STEEL MACHINE SCREW 45.0 12 12 12 7 5 11 11 11 5 10 10 4 7 12 12 12 12 7 12 12 12 B 5 12 12 12 7 8 5 5 7.0 12 12 12 6 4 9 9 9 4 8 7 3 5 12 12 9 5 11 11 11 6 4 10 8 9 5 7 /A / 4 4 A EMBEDMENT 73.0 10 10 10 4 3 7 4 3 3 4 6 ' 3/ 5 ,'4' 12 12 12 7 4 9 5 4 5 3 8 3 3 4 4 7 105.0 7 3 3 3'an"n 5 MAW 5 " '' 4' 7 T AN 4 ' 7 PM 4 6 arRi 170.0 5 � W/��,IM 5 MOE 5 .%I'M�/� Irraila//aa 7 MEIN 7 'a 4 45.0 12 12 12 7 4 8 8 8 5 7 7 7 4 5 12 12 12 9 5 9 9 9 6 8 8 8 5 6 NEI 0 a � 57.0 9 9 9 6 3 6 6 6 4 A 6 4 5 3 4 4 prilp 10 10 10 7 4 7 7 7 5 g 6 5 6 4 g 4 1 /4'•m PowERS ZAMAC NAIL E M 1 -1/8'• EMBEDMENT EMBEDMENT 73.0 7 7 7 4' 5 3' 3 M 4 MEWS 4 "�" 8 B 8 5 3 6 3 3 4 0 5 " 3 ' 4 EM 3 pa 10$.0 5 , � ' "' 4 'g'A' 4 " ��� III © red ' 3 0 4 MO 02 4 ma 3 ' 170.0 4 ,' %'� "'� 4 E'XM����eADIM 4 „©X 4 r 3' * wAttl11 m,:. I- * I e ] 1 111111t11f1111111� 1/4 "0 ELCO MALE/ FEMALE "PANELMATE" W/ 1 - 1/4 MIN. EMBEDMENT MACHINE SCREW WITH NUT 45 .0 12 12 12 9 5 12 12 12 6 11 11 11 5 p 3 ' 12 12 12 10 6 12 12 12 7 12 12 12 4 8 gg 4 3 ,,,,,„ 5 12 12 1Z 7 4 10 10 10 5 9 7 8 4 3 12 12 12 8 5 10 10 10 5 9 7 B 3 6 73.0 1 1 1 1 1 1 5 3 8 44 3 A 7 3 3 3 d 0 6 4 8 4 4 4' 7 3 3 ' 6" 6 " MEM 3' 3' 105.0 8 4 4 3 �� //EN' 3 ' 6 ME 3' 6 "ENS : MI' 3 ' 6 " 3' 170.0 6 Alaila as 6' ''©' 6 'ga 3' 6 45.0 12 12 12 10 5 11 11 11 7 10 6 7 12 12 12 12 7 12 12 12 9 5 12 12 12 8 8 � 5 7.0 12 12 12 8 4 9 9 9 5 p 8 5 5 pp 412 12 12 10 5 11 11 11 7 4 10 8 9 6 7 5 3 1111.4 ‘""""‘"""‘""""" -- 1/4 ELCO T HEX- FLANGE TAPCON/ W/ t 1/4" EMBED 17 0.0 7 3.0 10 10 10 6 3 7 4 3 4 6 A 3 / S I / A A 12 12 12 7 4 8 5 4 5 3 7 3 3 4 7 / ' / 105.0 7 3 3 4 I Ma" 3 ' 5 ► i 3 5 r " 3 M : '' 4 ' 7 "A' 7 " 17 5 �, 3 a 'rd 3 Nana 3 NI� J 4 a 7 "• 4 ' 7 "OM w 4' 5 45.0 12 12 12 10 5 11 11 11 7 10 • 6 7 12 12 12 12 7 12 12 12 9 5 12 12 12 8 8 57.0 12 12 12 8 4 9 9 9 j8»5p5"J 12 12 12 10 5 11 11 11 7' 4 10 B 9 6 7 1/4 "0 ELCO CRETE W/ 1 -1/4' MIN. EMBEDMENT FLEX 73.0 10 10 10 6 3 7 4 3 6 3 12 12 12 7 4 8 5 4 5 3 7 3 3 4 , 7 , ' L. 105.0 7 3 3 4 '' ENw 3 5 "A 3 5''M' : '' 4 7 4 7 RA' 4 ' 170.0 5 4ME'ME' 3 ' 5 " 3 ' 5 NM 3 o�/� I ' 4 a 7 'J . 4 MEM 4' • •• • • • • • • • • • • • • • • • • •• •• • • to • • •• • • •• • • • • •• • •••• • • •••• 1 2/04/02 16:40 • •• • • • • • • • • • • •• •• • • • • •• • • •• • • • • • ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE UMITED TO THOSE SHOWN IN TABLE 1, PAGE 5. 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL. ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING, WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS. NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 7. 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" 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. 8. 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. 9. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 10. * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. 11. FOR BUILD -OUT MOUNT SECTION 0 ANCHOR SPACING SHALL NOT EXCEED 8 -1/2" O.C. 12. FOR BUILD -OUT MOUNT SECTION OE ANCHOR SPACING SHALL NOT EXCEED 6" O.C. PRODUCT REVISED as complying with the Florida Beidieg Code Acceptance No O 2 -1 27 - 02 Expi Lion Date n / / 3 Zo 0 By Miami 1 1' roduct Control Division VJ. KNEZEVICH PROFESS • NEER Rlica,s• ..a , 10983 0 m 0 N 0 N 0 0 0 In I- [date 10/17/2002 scale AS NOTED design by VA( drawn by AV checked b VJKJ drawing no. 02 -643 sheet 7 of 7 )