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780 NE 94 St (5)
Project: <NONE> Inspection Date: 08/21/2006 Inspector: Grande, Claudio Owner: DUARTE, RAUL Job Address: 780 94 Street NE Contractor: DILBERT ENTERPRISES, INC Building Department Comments Thursday, August 17, 2006 Miami Shores Village, FL 33138- Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 622 Block: Permit Type: Windows /Shutters Inspection Type: Shutter Final Work Classification: Shutters Phone Number Parcel Number 1132060141650 Lot: Phone: 786/256 -6434 Page 2 of 2 Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Project: <NONE> Inspection Date: 08/21/2006 Inspector: Grande, Claudio Owner: DUARTE, RAUL Job Address: 780 94 Street NE Contractor: DILBERT ENTERPRISES, INC Building Department Comments Thursday, August 17, 2006 Miami Shores Village, FL 33138- Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 622 Block: Permit Type: Windows /Shutters Inspection Type: Shutter Final Work Classification: Shutters Phone Number Parcel Number 1132060141650 Lot: Phone: 786/256 -6434 Page 2 of 2 BUILDING PERMIT APPLICATIO FBC 2004 Permit Type (circle): Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Electrical Permit No. . \. JV — I x04 Master Permit No. Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) P 141 i4 Phone # (3 .;7 l0 l l 7 Owner's Address — 1 L City Tenant/Lessee Name Job Address (where the work is being done) City Miami Shores Village FOLIO / PARCEL # Is Building Historically Designated Contractor's Company Name Contractor's Address 0 5 1/1/1 nil City State Certificate or Registration No. Value of Work For this Permit $ Type of Work: ['Addition Describe Work: Structural Review. $ State Zip Phone # YES County Miami -Dade Zip NO '"'" bat I> E 1 Elo i (= a ni s Phone # (Lo � ) /0 to i5U+ sL_ ['Alteration t, gjj; State F L Qualifier Name Phone # Architect/Engineer's Name (if applicable) Phone # Square / Linear Footage Of Work: Certificate of Competency No. Le`, Notary $ Training/Education Fee $ Scanning $ Radon $ DPBR $ Bond $ Code Enforcement $ Double Fee $ 5WoLcs, FL Zip 5 0 6 'slit - 605 I 2_ ❑ Repair /Replace ❑ Demolition *********** * * * * * * * * * * * * * * * * * * * * ** * * ** ** ** F * * * * * * * ** * * * * * * * * * * * * * * * * * * * * ** / Submittal Fee $ Permit Fee $ 1,0 ° P- - "" / CCF $ CO /CC Technology Fee $ (, T7 Zoning $ Total Fee Now Due $ See Reverse side -+ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address - City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of 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 'z of be approved and a r inspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this 3 day of , 20 nth by c.- t who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: ! " ' ry ROBIN HEITZ 'a MY COMMISSION # DO 162273 " • EXPIRES: October 31, 2006 Bonded Thru Notary Public Underwriters V VII. I Sign: 6/�� Print: - 06 to /4i r t My Commission Expires: APPLICATION APPROVED BY: (Revised 02/08/06) Signature - :,": > > . Contractor The foregoing instrument was acknowledged before me this P day of , 20t , by __t__C..k..) Leal2S, who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: ROBIN HEM MY CO ASStON # Dc 162273 EXPIRES: October 3/, 2006 BOOM Thti Notary PubikUnde IMs Sign: Print: My Commission Expires: Plans Examiner Engineer Zoning Jun 12 06 10:46a DILBERT ENTERPRISE NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME E OFFIRST INSPECTION PERMIT NO.W '+ 64 32. TAX FOLIO NO,) k C) �O I4 1 E:03 STATE OF FLORIDA: COUNTY OF MIAMI - DADE: THE UNDERSIGNED hereby gives notice :hat 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: 1 1 0 FJ E 111 fa n� J S ►+�2 r 5 l � L 2. Description of improvement: KN(.iL TbUARi 1= -. Q (.7 € c s � to---u) — Tee, )1)- . - 9 / 44 5 ! 1 1` ( gl t, Interest in property: l Name and address of fee simple titleholder: 3. Owner(s) name and address: 4. Contractor's name and address: — D it- / C fZ L fU'reg.- Pg'-1St iSf to LL) i5t `14n 5t fllrc VV)1 f_. 5. Surety: (Payment bond red by owner from contractor, if any) Name and address: IL% r Amount of pond S 6. Lender's name and address: fL 1 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.1 ; 3(1)(x;7., Florida Statutes, ri Name and address: NI 1 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Llenor's Notice as provided in Section 713.13(1)(b). FI ri i tatutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a diff date is spe ified Signature o •wner .7� LAO if2 C Sworn to and subscribed before me this -J Print Owner's Name L Notary Public 4.J Print Notary's Narne Aaf My commission expires: 123.01 -52 PA 3E 4 8/02 3059450237 n+e14...oP+n*coil tied P auog 903Z 'IC Jatio1o0:S3tdldX3 ;, £2Z91. 30 @ NOISSIWNI03 AW tt • Eif31•1ttl86tf . •r° y �r•� f ilk � 33r 6g Prepared by ' )/Sills p.5 11111111111111111011111111111111111111111111 DR Bk 24605 Pa 3 269; (Las) RECORDED C6/05/2006 09:14:30 HARVEY RUVINr CLERK OF COURT MIAMI -DADE COUI•ITY, FLORIDA LAST PAGE ddress: 5 ,LQ t • SP • tam, 3301 Q Issue Date: 5/24/2006 Owner's Name: RAUL DUARTE Permit Type: Windows /Shutters Work Classification: Shutters Job Address: 780 94 Street NE Comments: ACCORDION SHUTTERS Additional Information Miami Shores Village, FL 33138- Building Department File Copy Applicant Signature Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 11/12/2006 Contractor(s) DILBERT ENTERPRISES, INC Phone 786/256 -6434 Primary Contractor Yes Type of Work: SHUTTERS No of Openings: 17 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 -1264 Phone: 1132060141650 Lot: PB: Total Square Feet: 412 Total Valuation: $ 6,943.00 Required Inspections Shutter Attachment Shutter Final Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $4.20 $1.40 $270.00 $6.00 $6.75 $288.35 Invoice Number WS Total: 12 PAW Amt Due $288.35 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. • • • • • • • •••• • • • • • • • • Rau! ?I%Haarte 780 NE 94th Street Miami Shores, F1331 • •••• • • •••• • •• • • • • •••• • • • •• • • • • • • ••• • • ••. • • • •••• 75 x 52 75 x 39 75 x 39 panels • •• L - J • • • • • • • • •• •• • • • • •••• • •1 • • :75x39 75 x 52 (1)-1214- RECEIVED 8 MAY 1 6 2006 38 x 27 panels 80 x 53 180 x 52 75 x 52 panels Door No Shutter 54 x 39 panels Door No Shutter 75 x 40 Cottage 75 x 40 Door No Shutter 75 x 52 Garage 75 x 39 20 x 39 75 x 39 BUILDING CODE COMPLIANCE UFFiC'c. (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Guardian Hurricane Protection Products, Inc. 7211 N.W. 79 Terrace Miami, Florida 33166 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEifF*F64GLE13,STFtEET, SUITE 1603 MIAM[ :'FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 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 pLodyct or material tested for quality assurance purposes. If this product or material fails to perform in the aoceptea.itiatiner, the m anufacturer will incur the expense of such testing and the AHJ may immediately tevoke, mocrfy�oj suspend the use of such product or material within their jurisdiction. BORA reserves the right for evoke thig'aabeptanCe,. f is 'determined by Miami -Dade County Product Control Division that this product or �1 i ai faits to ineet the. ieq� uirements of the applicable building code. • • • • • •••• • TN: product is approved.amlescribed herein, and has been designed to comply with the High Velocity Hurricane Zone of the ( 11 MI Buitdaug.Code. DESCRIPTION: HT'I0A' /'Aluminum Accordion Shutter APPROVAIZOC iitEN.T�Drawing No. 03 -814, titled ".HT 100 Accordion Shutter ", sheets I through 7 of 7, Oferand byklle2evich & •Associates, Inc., dated October 17, 2002, last revision #1 dated December 4, 2002, bearing the MUM-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 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- 0605.07 & consists of this page 1 & approval document mentioned above The submitted documentation was reviewed by H elmy A. Makar, P.E. Ire. /j(.17-- /z-7 A3 NOA No 03- 0717.01 Expiration Date: 08/24/2008 Approval Date: 08/27/2003 • •• u1- N 0 0 t3. N - • SRO' HEADE MOUNT `► 1 SCALE: HALF SI • • • • • • • •••• • • • • • •••• • • • •••• • • • • • • 45' 3.993" 4.4 rtt ()ADA()ADA SLAT PTER HALF SIZE 4. 078 " 4.534" ()TYP. SLATS SCALE: HALF SIZE 52 " 5 I 1 • •• •• •• • • • • • •••• • GENERAL NOTES: 1. THP9iE•APPROVAL•00CUI-19NTS REPRESENT A SHUTTER SYSTEM ANALYZED WITH • THE PROVISION SET•PIWPTHE ISSUANCE OF A NOTICE OF ACCEPTANCE (NOA) BY • MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION FOR THE FLORIDA BUILDING CODE,2001. •••••t. TO E 1�1' THAT T111 AS TESTED. ARE NOT OVERSTRESSED IN THESE • • • AP 114V!►L NTS INCREASE IN ALLOWABLE STRESS WAS USED IN THE • FA TENER ANALY46IS • 3. DETERMINE•THE POSITIVE A ND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESIE•®t CUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2001 A DIRECTIONALITY FACTOR OF Kd =0.85 SHALL BE USED. A. THESE APPROVAL DOCUMENTS ARE GENERIC AND DO NOT INCLUDE INFORMATION FOR SITE- SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM. 5. THESE APPROVAL DOCUMENTS COMPLY WITH CHAPTER 61G15 -23 OF THE FLORIDA ADMINISTRATIVE CODE. 6. THESE APPROVAL DOCUMENTS ARE SUITABLE TD BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. - 7. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL_pOCUMENTS 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: Al REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED. SIGNED, DATED AND SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT. WHICH DETAIL AND JUSTIFY THE DEVIATION. SAID DOCUMENTS SHALL BE SUbmI1lEU l0 1HE PRODUCT ENGINEER FOR REVIEW AS A CONDITION 70 THE BUILDING OFFICIAL GRANTING HIS /HER APPROVAL. B) REOUIRE THAT A ONE -TIME SITE SPECIFIC APPROVAL BE APPLIED FOR AND SECURED FROM THE MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION. WHEN THE SITE CONDITION DEVIATIONS OCCUR WITHIN THE HIGH VELOCITY HURRICANE ZONE AREAS, ONLY OPTION "B" SHALL BE ACCEPTED BY THE BUILDING OFFICIAL. 9. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED AS FOLLOWS: GUARDIAN HURRICANE PROTECTION PRODUCTS. INC MIAMI, FLORIDA MIAMI -DADE COUNTY PRODUCT APPROVED 10. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM AT CENTER OR SIDE CLOSURE WITHIN 18" OF CENTER IVER7.1• LOCKING MECHANISM SHALL BE LOCKED 10 PROVIDE HURRICANE PROTECTION. 11. STORM SHUTTER EXTRUSIONS SHOWN SHALL BE 6063 -76 ALUMINUM ALLOY, U.O.N. 12. ALL SCREWS AND BOLTS TO BE 2026 -14 ALUMINUM ALLOY, STAINLESS STEEL, OR GALVANIZCO 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 AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REOUIRE. 14. FLOOR TRACKS MAYBE REMOVABLE AT NON - STACKING LOCATIONS. USE REMOVABLE ANCHORS SUCH AS POWERS CALK -IN ANCHORS. 15. THIS SHUTTER SYSTEM 15 PATENTED WITH THE U.S. PATENT AND TRADEMARK OFFICE, PATENT No. 5,755,270. 11 = .055 ® D -OUT WALL HEADER SCALE: HALF SIZE 0 0' N 0 0 0 2.775" 1.391" 1.891" (OPTIONAL) © LOCKING CLIP SCALE: HALF SIZE O CENTER MATE 1 SCALE: HALF SIZE IT Y P. 2) .620" � - . 472" I.D. 612" O.D t l .211 ". ( 1-1 =.0551 t 2 = .076' o t2 t2 o � 7 1 2" MIN. ,5•" MAX. O ANGLE O ROLLER ASSEMBLY SCALE: HALF SIZE 12 SCALE: HALF SIZE TYP. AT EVERY OTHER INSIDE JOINT AT TOP. ti = .055" t2= .076' t? = 097' OSILL 3 -WALL MOUNTED OADJ. SILL -TOP SCALE: HALF SIZE SCALE: HALF SIZE WALKOVER SILT. ° FLOOR MOUNTED SCALE: HALF SITE O CENTERMATE 2 SCALE: HALF SIZE 1.4211'" m 0 rn 375 0 N STAINLESS STEEL ASSEMBLY '`_430- HOLE x.375" 11%.3820"0 r NYLON WFEEE l I I RIVETED IN PLACE 1 I 1 I .251" MAX. . 300• MAX. • TOP BOTTOM M ' X ' CARRIER () BUSHINGS 12 SCALE: FULL SIZE .485 " 060'= J .230" MAX. 15" 1 ?Lc," 3.049" OB0' h 250" - 949" 1.391" 1.533" ADJ. SILL -BOT. ALTERNATIVE SCALE: HALF SIZE D ADJ. SILL -BOT. OFLAT END SLAT SCALE HALF SIZE SCALE: HALF SIZE 0 "I.D . 30" O.b. '0 6 . 1 .. LD ` 26 " O.D7 .248' r �f 160- 1- .060• -, )60 m 1.891" .055'Lit ITYP.1_ 0 CENTER MATE 1 (1H /LOCKING ROD) SCALE: HALF SIZE 055" -� /--. 250" 500" J 3.283" . 050" In m 0 1 0' ()INSERT SCALE: HALF SIZE t = .200" .055" 1 L LOCKING ARM ALIGNMENT INSIDE HANDLE ° BUSHING (NYLON) @ SHIM (NYLON) SCALE: HALF SIZE SCALE: HALF SIZE 1.533" .050" .025 (T I 1.250" 1 090 6d END.SLAT SCALE: HALF SIZE 1.250" -.136' 3.267" .510" 1.0. .630" 0.0 0 N .165" I.D. .285" 0.0 .060' 1.039" 625" 60" 1/8' THICK STAINLESS STEEL ® LOCKING ARM SCALE: HALF SIZE 060" 345 " 0 CENTER MATE 2 (w/ LOCKING ROD) -SCALE- HALF SIZE 0 N PRODUCT F EVISEF. as complying with the Florida Bidding Code Acceptance No03 - Expiration Date 0 2.0 °8 By Miami D c Product Control Division Z Z � - W I- < 0 - o LJ � 0 ` Let ta- to Q W i w �,- N W Z 0 V.J. KNEZEVICH PROFESSIONAL ENGINEER FL license •: P 0010963 c O r N O 0 l7 0 W <0070 c_rlr> e mmin Fm rr/ • v v I- ° _mm N On In >LL rn Z F J .. - <to < FL' r- 2 2003 n • • • • 6 0 • [Oats 10/17/2002 scale dr.vn OF AS NOTE( MCO 0•019n 7 V /K rch.cl.e0O ) VJK dr awing n•. 03 -814 O 2 N 0 1-b O 1-7 0 • CI N sheet 1 of 7, 0 0 0 • • •••• ••.• • • • • ••••z Z 0 0 w VI w w • • • • • • • •••• SECTION'. BOTTOM TRACK L N.T.S. • •• • • • •••• • • • • FASTENE @ 24" O.C. "(SEE ANCMt)i • HEDULE • NOP ANY tC,CE E • • ANCHOR).• • • ••• (T.; P.) TYPICAL ELEVATION .••• PLAN VIEW VARIES - NO LIMIT to toIC11 1♦ MUM f0IEO _oIKVI TOP TRACK ALT. LOCATION OF LOCKING MECHANISM AT SIDE �I PLAN VIEW `— LOCKIND MtLI-iAN1r1 CAN BE @ 18" ABOVE OR BELOW CENTER (SEE GENERAL NOTE 10) MIN. SHUTTER SEPAR EE SCHED EET 5). DtST • TO BE MEASURED FROM B CK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. OCK.MAY BE INSTALLED INSIDE OR OUTSIDE 0 "s UTTER TYPICAL PLA SCALE: . EE FASTENER SCHEDU �/1- 3/ 2" MIN X. 4S 1 "x1 "x1/8" ALUM. ANGLE W/ 3/16 "t0 POP RIVETS @ 6" O.C. OPTIONAL JOINT BETWEEN DRILL 5/8 "to HOLE FROM REMOVABLE AND REMO BOTTOM OF EXTRUSION® REMO SILL BEFORE ASSEMBLY FOR FIXED TRUSS HEAD BOLT (TYP.) SECTION S REMOVABLE FLOOR TRACK DETAIL SCALE : 3'. 1'- 0" us/unlit/ ncL.ca LOCKING PIN SCALE: 1 -1/2" • 1-0" FASTENER @ 24" O.C. )SEE ANCHOR SCHEDULE OR ANY ACCEPTABLE NCH0R). SSEMBLY OPTIONAL ACCESS HOLE EXISTING STRUCTURE SEE SECTION B ON SHEET 3 FOR COMPLETE INFORMATION C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1 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 LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE oi: OUTSIDE OF SHUTTER 2 -1/4' SINGLE ARM LOCK N.T.S. V. PLAN VIEW SEE FASTENER SCHEDU E FASTENER @ 24" 0.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). (TYP.) NYLON /HANDLE (DOES NOT REPLACE SINGLE ARM LOCI) OPTIONAL CLOSER HANDLE N. T.S . OPTIONAL CLOSER HANDLE N.T.S 10 SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER SCALE: 3" = 1' -0" 3/4" MIN. 1 -1/2" MAX. 1" x 1" x 1/8" 3/16 "m POP [ NYLON HANDLE I (DOES NOT REPLACE SINGLE ARM LOCK) JOINT BETWEEN REMOVABLE AND FIXED SILL MIN. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET 5). DISTANCE TO BE MEASURED FROM BACK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE. INSIDE CLOSURE "T" HANDLE W/ \ SHIM 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 SECTION T SSEMBLY OPTIONAL LOCATION C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING STRUCTURE CARRIER BUSHING IZ P LI1.1j1P 12 7/16" 0.0. 0.63" LONG NYLON By BUSHING ice 1 4410 x 2" SMS. MANUFACTURED FROM 44410HT OR 18 -8 STAINLESS W/ XYLAN 5200 FLUOROCARBON STEEL W/ XYLAN 5200 FLUOROCARBON COATING & .460 "co x .050" THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP & BOTTOM) 3 /B" O.D. x 0.90' LONG NYLON BOTTOM BUSHING 4410 x 3" SMS. MANUFACTURED I-ROM 14410H I S I AINLtSS S I ttL 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 FASTENER p 24" O.C. (SEE ANCHOR SCHEDULE 2" MI FOR ANY ACCEPT ABLE ANCHOR). PRODUCT REVISED 333 complying with (be Florida Belding Code ' Acceptance No 03 — 7 Expiv )ion i DateO ; 13y 0.4 i Miami Da. "rodnct Control Division z z � N 1 w L , < — o V ° 0 v1 1E Q W as z W LJ > NJ Lu Z Z NZ c 0 N d W Uto <IDO10 Mmul vv a , -MO) rs. o,nin iLtnin Z -JK — <W< N �F-LL N VJ. KNEZEVICH • PROFESSIONAL E GINEER FL liranse No: 10913 r L.UG . 2003 ••.IOn by VJK SC•I• AL NOTLD U 8 8 1 d.I s 10/17/20021 (orwn MCP l d ch•che p VJK driving no. 03 -814 sheet 2 of 7 I I /III I II \I .ItkJEi - M c 0 U 30 3 O I• r7 0 EC / Kr 0 0 a a 0 0 .c u I 0 0 0 u 0 Q 0 0 0 0 u • • •••• • •••• • •••• • •••• SEE TA w L7 0 w • • •• ••• • •••• • • •• • • •••• • •••• • • • • •••• scALE: 3" • 1'•0" OR DO 1/2 EMBED. 5/8" MAX. /2' O WALL MQ.IjQIJ.SECTION EXISTING CONCRETE, MASONRY OR W000 STRUCTURE. SEE ANCHOR SCHEDULE, TYP. C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDU FOR MAX. C /8" MAX. 9 3/16" MAX. C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING BUT DO NOT EXCEED 6" SPA NG CONT. 11 CONT. OLLER ASSEMBL TYP. EVERY OTHER 0 1/4" MAX- 1/4" MAX. �� ., - .'" ' C2 CONNE �r': TYPE REFE •_ ANCHOR LE FOR MAX SPACING • • • • ••• • E IS!NJG CONCRETE. MASONRY •••• •••• C1 I0I D STRUCTURE. SEE • ANCHOR SCHEDULE, TYP. C3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING BUT DO NOT EXCEED 6" SPACING 11 CONT. 11 CONT 1/2_ 1/2 - r•.r..r..e. - 1/2 "!j. /5/8' 11 1/2" 11 COPT. TWO 1/4 -20 :L... MACHINE BOLTS R I . W /NUTOR4414 t TEK SCREW p 12" O.C. (TYP., TOP & BOTTOM) SEE TABLE 2. ALT. ANGLE LEG DIRECTION. \ X� REVERSED ANGLE LEG MAY l BE FROM ONE ANGLE OR FROM BOTH ANGLES (TYP.). Z 1/2 11 CONT. / 1/4 -20 MACHINE BOLT W/ NUT ow 12" 0.C. (TYP., TOP & BOTTOM) 1/2' NOTE: BOTTOM MOUNT DETAIL MAY BE USED AT TOP. Q BUILD -OUT MOUNT SECTION SCALE: 3 • 1' -0" z <— au, SEA TABLE 2 lnJ GL 3 o F O R O TOR _J - 3/16 "o5 POP RIVET � OR 4112 EK SCREW 4 0 @ 6" C. (TYP.) Q w &O T= ASSEMBLY wU 1 x1 " x1/8' w ALUM. ANGLE II vW/ 3/16 "m POP ,/ RIVETS (l0 6" 0.0 C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING ROLLER ASSEMBLY TYP. EVERY OTHER P Q w J win V a l or Q ~. 3~ = Z Ow �Q J� 40 w XI < F 1/4" MAX- EXISTING CONCRETE. MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. ED. EQ `■ \ Wrini WAMLI iiiinoilliill CEILING /INSIDE MOUNT SECTION O SCALE: 3 = ' -C N OR GLASS w 0 w J EXISTING CONCRETE. MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. 5/8" MAX C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING 3/16 "m POP RIVET (al 6" 0.6. (TYP.) 1/4" MAX OPTIONAL FASTENER LOCATION IN LIEU OF ANGLE SUPPORT - STAGGER ANCHOR 1/4" OFF CENTER C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING r EXISTING CONCRETE, MASONRY / OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE. TYP. EXISTING WOOD TRUSS OR RAFTER (nl 24" MAX. O.C. 0 0 1/2" SEE TABLE 2 2 -7/8' MA C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING -1/4" MAX. z 4 J warn WNQ L./1 ZOw Q JJ (1 Q0 w QU TYP. TOP & BOTTOM 1/4" MAX.- z a a L7 3- w h- 1 1 1 X 1 1/4" MAX.- /2 C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 5/8" MAX. O BUILD-OUT MOUNT SECTION SCALE: 3 • EDGE DIST OR DOOR 0 I h g CONT. - FOR LARGER SPANS E TWO 2" x 5" AL. ANGLES (SEE SCHEDULE 1 TYPE C) C2 CONNECTION TYPE REFERENCE ANCHOR C1 CONNECTION ME SCHEDULE FOR MAX. REFERENCE ANCHOR SPACING BUT 00 NOT SCHEDULE FOR MAX. EXCEED 8 -1/2" SPACING SPACING 1/4 - 20 MACHINE BOLT W/ 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) 5/8" MAX. BUILD -OUT MOUNT SECTION SCALE: ?' = EXISTING WOOD OR STUCCO FINISH MATERIAL 4414 SMS p 24" 0.C. MAX. IN BETWEEN TRUSSES SEE TABLE 2 EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE. TYP. UBOTTOMj C. (TYP., TOP w to 1/4" MAX. 1OTOP & BOTTOM 1/2 3.. 1.(_2•• - 1/2'3 -1/ 2 1/2" MAX- MAX. WOOD SOFFIT / ® FLOORMOUNT SECTION SCALE: 3" • t' -0 Z Q — aw NJ m 3Q OF" J • Jw J Q o OR DOOR- - X c Q L U 16 0 w w 0 4" x 1/8" 6063 -T6 ALUM. CONTINUOUS PLATE W/ THREE 1/4 "0 WOOD LAG SCREWS WITH 2 -3/4" MINIMUM THREADED PENETR. "T" IN WOOD ca EACH RAFTER OF TRUSS. 24°" 0.C. MAX. WHERE PLATE EXTENDS BEYOND LAST TRUSS, EXTEND PLATE TO NEXT TRUSS 1/4" MAX. z Q- 1 w V1 J m 3Q J- _Jul aJ X Q w Eu w� 0) 2— 1/4" 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 71/2" 1/2 1/6" MAX- C.2 CONNECTION TYPE E REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING BUT DO NOT EXCEED 5 -1/2" SPACING BUILD -OUT MOUNT SECTION ,'SCALE: 3" = PRODUCT REVISED es complying with the Florida Badding Codc Acccptsnce No 0 Expiration Date 0 By Miami Da rodncl Control Division c c h d tJ z z Z N 1.11 uJ Q 0 U °C 0 • tri to N W z — T Z U e, > ? tV LLJ1.1 Z v 0 • • N n o 0 T H 2 W J 6 Q S V E 0 • 0 o � o 2 E N • N 0 1 C a V IJ 0 J 0 VJ L r O I° 0 VJ. KNEZEVICH PROFESSION/LL ENGINEER R. License $a 1 00104113 t_9. 2001 [distal i0/t7 /2002) •c•I• AS NOTED fd•slo^ by Il VJk ar•vn•b PICA l (cbd ck•d b� .ViK dr•wInp n•. 03 -814 � sheet 3of7)� COPYRIGHT 2002 KNEZEVICH 1.41100 LICENSEE Print Information: ALUM. BEAM & • ..SHUTTER SCHEDULE (�F I .•.• • SAN SPAN • • 5 . `0 .. 9 . -S .. 2 ., x 5 .. ••••�_ ril'• 0" 8' -1" Tr...125" •• o 4' f A0.125". 7' -6" •••• •••ryp•_0" •••• o • • 2' 6" •••• 5:-0" 14' -0" 4w = .0724•••14 11' - 6" T4•= 224..i. • • 10' -4" .. • • -• ••• •' Z • x 9„ • 5 -0" • 15' -5" 1 1 -1 .4 1 = .072" 8' -0" 12'-5" Tf = .224 10' -0" 11' -2" •. •) • • f ••• • . ••• • • 0 • • • • , ••• • • •$ ••• rl 0 a a 2 CD L 0 0 u 0 b 0 0 0 d 0 0 u EXISTING STRUCTURE TWO 3 /6 "O POWERS CALK -IN (nl 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 co 3" O.C. W/ 1 -3/4" EMBEDMENT & 2 -1/2" EDGE DIST. IN EACH ANGLE 8R DOOR GL R DOOR TWO 3/8 "0 POWERS CALK -IN �1a 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 co 3" O.C. W/ 1 -3/4" EMBEDMENT & 2 -1/2" EDGE DIST. IN EACH ANGLE STR M /8 AX. 5/8" MAX. 2 "x3 "x1 /4" 6063 -T6 ALUM. ANGLE -,/4 rDETAILS V1 &® (MAX. DESIGN LOAD = 72 PSF) ® TOPSUPPORT BEAM DETAIL SCALE: 3" • 1' -0" NOTE: 1 2 3 SEE TABLE 2 3/16 "0 POP RIVET OR,$$12 T K SCREW 1 -1/4" ASSEMBL OR THREE -1/4"O THRU BOLTS 1" MIN ALUM. BEAM (SEE BEAM SCHEDULE BELOW FOR BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) 1/4 -20 S.S. MACHINE SCREW & NUT p 12" O.C. USE THRU BOLT OR ACCESS yPLE AS SHOWN IN DET AIL —1/4" MAX. • J cr Q ww ~ CI3 UV1 = • N� 4 , F- Z wo V W to 1n 0 USE BEA SCHE ULEFOR DETAILS ANDS SHUTTER SPAN TO BE LIMITED TO THOSE SHOWN IN TABLE, SHEET 5. BEAM SPAN SHALL BE CONSIDERED AS THE DISTANCE FROM CL OF SUPPORT TO CLOF SUPPORT. Tw ACCESS 2 "x3 " x1 /4" 6063 -T6 ALUM. ANGLE THREE - 1/4"0 THRU BOLTS ALT. LEG DIRECTION (MAX. DESIGN LOAD * 72 PSF) @ BOTTOM SUPPORT BEAM DETAIL SCALE: 3" • 1' - 0" E v 0 1.50" 3/16 "0 POP RIVET OR 4412 TEK SCREW (a 6" 0.C. AL. BEAM (SEE BEAM SCHEDULE ABOVE FOR BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) 1/4 - 20 S.S. MACHINE SCREW & NUT (01 12" 0.C. PROVIDE 1 "0 ACCESS HOLE IN BOTTOM OF BEAM OR USE THRL BOLT AS SHOWN IN DETAIL DRILL 7/16 "0 HOLE DRILL S/16 "0 HOLE 1.13" ANGLE DETAIL USING CALK -IN ANCHOR SCALE : 3"= 1'- 0" DRILL 5/16 "0 HOLE 100" GLASS OR DOOR PLYWOOD AND STUCCO FINISH 5/8" MAX. O cl 3.00" SEE TABLE 2 t IJ 11.12" 1.88" 1.88" 6.00" 1.12" 3.00" 3.75" ANGLE DETAIL. USING CRETE -FLEX ANCHOR (V2 SCALE : 3 ". r- 0" 11/2" (MAX. DESIGN LOAD: 72 PSF) 3.00" 0 1.00" E 1-3/4" PENETRATION INTO WOOD PLATE (al 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. W000 PLATE OWALL MOUNT SECTION - USING 2" x 6' P.T. WOOD PLATE SCALE: 3" = 1' -0" 8R ODOR rL T WUUU ANU STUCCO FINISH 5/B" MAX. C4 CONNECTION TYPE KtrtKtNNLt HNLflUn S CHEDULE FOR MAX. SPACING 1/4" MAX. OPTIONAL LOCATION CS CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING SEE TABLE 2 SCALE: 3" = r -0" SEE TABLE 2 GLASS OR DOOR 3/16 "0 POP RIVET OR 1112 TEK SCREW (a 6" 0.C. (TYP.) j1 /2" EXISTING CONCRETE, MASONRY OR W000 STRUCTURE. SEE ANCHOR SCHEDULE, TYP. 7 EQ. EQ. / ti m z 4 a N 1/4 -20 S.S. MACHINE SCREW & NUT 12" 0.C. PROVIDE 1 "0 ACCESS HOLE BACK SIDE FOR FASTENING 1 WU 1/4 W J.J. LMU .>1.11C .>1.11C .>1.11C t w w 24" 0.C. MAX. W/ 1 -3/4" PEN rR. IN CENTER OF STUDS 1 "x3 "x1 /8 "OR 1" x 4" x 1/8" 6063 -T6 ALUM. TUBE (MAX. DESIGN LOAD 1 72 PSF) � WALL MOUNT SECTION - USING ALUM. TUBE SCALE: 3" = 1• -0" FOR WOOD PLATE USE 1/4"0 OCEILINGIINSIDE MOUNT SECTION S.S. LAG SCREW W/ 1- 1/4" MAX. - C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING D Miami Dad Division c-1 /4" MAX_ Z J W wU zOW JJ Q JD a_ .40 XL) Q N 3/16' 0 POP RIVET (al 6" 0.C. ITYP.) —1/4" rl PRODUCT RGViSED as complying with the Florida Bolding Code Acceptance No OS Expi orlon Date 0 roduct Control 01 tong L c 0 N N i •_ • z b N scale Ax MOTIaj d••lpn by v JK fsl .n n • O Q T V • a 7 o 5 S � • N E00 CO u X ci 41 4 eg • so cr ▪ i • g 0. •" ce O 0 � f� O I4 a 0 3 O 5 8 VJ. KNEZEVICH PROFESSIONAL E. WEER R License N•_ , f' • 1091) 2 2 2.00 O N N m 0 l7 0 s 0 C7 CO ( d•c• 10/17/20'02) fd0 avn or 1 L MCP fchech.d D y( l VJK( drawing no. 03 -814 I sheet 4 of 7 MAXIMUM ALLOWABLE SPAN SCHEDULE 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) i 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 -3/1. 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 -3/4 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 4- 1 5 - 0 2 -7/8 1 -1/2 4 - 10 7 - 0 2 -7/8 1 -3/4 yU.0 o - u ..- .. .. - 7 3- 9 11 - 0 3 -3/8 3 -3/8 3- 4 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 MAXIMUM ALLOWABLE SPAN SCHEDULE NEG. DESIGN LOAD (PSF) TYPE A ALL MOUNTING CONDITIONS EXCEPT ©©FO (FT - IN) TYPE $ DETAIL F O OR © DETAIL SINGLE ANGLE REQUIRED 3 -3/4" MAX. B.O. (FT - IN) TYPE C DETAIL DOUBLE ANGLE REOUIRED 3 -3/4" MAX. B.O. WT - IN) TYPE D DETAIL ®E 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 4 0:0 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 cc o in _ 11 n 67.5 10 - 8 - 3 8 8 - 5 71.2 10 - 3 8- 0 8- 0 8- 2 75.0 9 - 8 7 -8 7 -9 -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 - 7 3- 9 170.0 4- 3 3- 4 3- 4 3- 6 • ••• • • y S►• .•• .• • ••• • • a.• • 00 FASTENER (3 24" 0.C. (USE ANY ANCHOR IN ANCHOR SCHEDULE) 7A1' ' MIN ®ALT. CCOSURE DETAIL SCALE: r • 1' -9" ... 0 0 ® 1. ALT. CL_OO E DETAIL • • • .... N scA o.. x2 "x1 /8" ••• • • •••� ••Rrdf1. ANGLE ••• • • •• .•• •..• 3 410 Tit< SCREWS . .OR 3- 3/16 "0 ALUM. •••• POP RIVETS (TYP.) 2" x 2" x 1/8" ALUM. TUBE 6063 -T6 ALLOY NOTE: EITHER CONDITION MAY BE TYPICAL FOR EITHER SIDE _ - l vnlVU� � w.�vna V L �i1�V SCALE: 3" c 2 "x2 "x .125" ALUM. ANGLE CONT. HALF OF T A B L E 1 410 x 1/2" GALVANIZED SMS OR 3/16 "0 ALUM. POP RIVET p 18" 0.C. 1" x 1" x .055" ; 1" x 2" x .055 "• 2" x 3" x .055" 2" x 4" x .0tS" OR 2" x 5" x .125" AL. ANGLE MIN f rFASTENER (Th ?t." Of (USE ANY ANCHOR ANCHOR SCHEDULE) a 1 410 x 1/ GALVANIZED SMS OR 3/ ALUM. POP RIVET (ol ;+ ` 8 0.C. 1 ". 1" x .055" ; 1" x 2" x .055 "; ' x 3" x .055" ; 2" x 4" x .055" R 2" x 5" x .125" AL. ANGLE -410 TEK SCREW OR 3/16"m ALUM. POP RIVET (al 24" 0.C. (TYP.) TWO 1/4"m FASTENERS EACH ANGLE (SEE ANCHOR R9) SCHEDULE FOR ANY ACCEPTABLE ANCHOR) 1/4 -20 TRUSS HEAD BOLTS & NU1S W/ LOCK WASHERS (al 24" 0.C. EXISTING STRUCTURE USE MALE OR FEMALE AS REQUIRED ® ALT. CORNER CLOSURE DETAIL Q SCALE: 3" • 1' -0" 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) J. A 1 -1/4" z 4 o. N a W 1- r J X 4 ® ALTERNATE FLOOR MOUNT DETAIL SCALE: 3" • t' -0" z 4 a N -J 3 m 0 J 1 - J W 4J Xo 4w WV1 1/4" MAX. EXISTING STRUCTURE MIN. 3,000 PSI CONCRETE CONCRETE FASTENER (l 8" 0.C. ANY SCHEDULED FASTENER IS ACCEPT ABLE PRODUCT REVISED as complying with the Florida E3uiding Code Acceptance No 03 - 0 7 Expiration Dale 0 13y Miami Dad Division 4 roduct Control 0 00 V Z Z; - N uJ v a s - vo 0 • V) cc W z V >z w ry ° W V1 Z V 0 I° of 0 f . .It C AE NOTED' O•.lyn by V JA m o g • % g • a • V � g o $ • q 2 r. . o • to m 8 � m z z . tea m o W 5 a 5 6 m f u tat C eg x re • a • IY 0 Ii a V 3. KNEZEVICH PROFESSIONAL E INEER R. Licorce Ny?ryD010^6) (o.t. 10/17/2002, (ar.vnty l NCR ch.cl••. by VjR e rring no 03 -814 ( sheet 5of7) Print Information: ASSOCIATES. INC KNEZEvicm ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS LOAD EXIST. STRUC. ANCHOR TYPE LOAD MIN. 2' EDGE DISTANCE SPANS UP TO MIN. 3' EDGE DISTANCE SPANS UP TO (W) P.S.F. MAX. SPANS UP TO 5•-B'• (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) (SEE NOTE 1) CONNECTION (SEE Cl C2 TYPE NOTE 3) C3 C4 C5 CONNECTION (SEE C 1 C2 NOTE C3 TYPE 3 C 4 CS CONNECTION C1 (SEE C2 NOTE C3 TYPE 3 C4 C5 CONNECTION C1 (SEE CZ NOTE C3 T YPE 3) C4 c5 CONNECTION (SEE C1 C2 TYPE NOTE 3) C3 C4 C5 CONNECTION (SEE C1 C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE NOTE C2 C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONCRETE C1 4 5.0 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 * 11111111111111111111111111111111i 12 4 3 12 9 6 12 12 12 6 4 11 9 10 6 3 8 3 , 3 3 12 12 12 11 7 12 12 12 8 5 12 10 12 7 4 9 3 3 5 3 1/4 "0 ITW TAPCON W/ 1 - 1/4" MIN. EMBEDMENT (MIN. 3,100 P.S.I. CONCRETE) 73.0 12 12 12 7 4 10 5 5 5 3 9 4 3 4 8 8 3 12 4 7 12 12 12 9 5 11 6 6 6 4 10 4 4 5 3 9 3 3 5 3 105.0 10 5 5 5 3 8 3 ,/,././ 4 "/ 8 3 // 4/ 8 3 12 4 4 11 6 6 6 3 9 3 3 S 3 9 3 3 S 3 9 3 3 5 170.0 6 3' 4 j 8 3/ 4// 8 3 / 4 8 3 4 // 9 3 3 5 3 9 3 3 5 3 9 3 3 5 3 9 3 3 5 3 /I r *k) 1/4 "m POWERS CALK -IN W/ 1/8 EMBEDMENT a. 1/4 - 20 STAINLESS STEEL MACHINE SCREW (MIN. 3.000 P.S.I. CONCRETE) 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 7 6 5 5 7.0 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 73.0 12 12 12 8 5 12 9 9 5 4 12 6 6 5 3 12 5 4 4 3 12 12 12 12 8 12 12 11 9 6 12 8 B 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 4 5.0 12 12 12 10 6 12 12 12 7 4 12 12 12 6 4 8 4 T / '4 4 / 3 ; 12 12 12 12 7 12 12 12 9 5 12 12 12 8 4 9 5 5 5 3 (� 5 7.0 12 12 12 8 5. 10 10 10 5 3 9 7 8 5 3 6 12 12 12 10 6 12 12 12 7 4 10 8 9 6 3 7 4 0 ,I j 1/4 POWERS NAIL- N / 1 -1/8' MIN. EMBEDMENT (MIN. 3,000 PS.I. CONCRETE) 73.0 11 11 11 6 3 8 4 4 4 7 7 3 3 4/ 6 // 3 j 12 12 12 7 4 9 5 5 5 3 8 3 3 4 // 7 i //� j � ` / 105.0 105.0 B 4 4 4 6 3/ 6 / � S J J 3 6 3/ 9 S 4 5 3 7 4 7 4 � ` 7 4 170 6 /1/ 6 �/ / 3 / 6 / / 3 6 3 7 // 4 �l 7 / j / // , ! / 4 f l 7 / / /�/ ' / 4 l / 7 4 * nmm,�;:,.r.::,n,:,,:,,,,:,,- * j !f " n .... .-. 1/4 ELCO MALE/ FEMALE "PANELMATE" W/ 1 -1/4 MIN. EMBEDMENT B. 1/4 - 20 MACHINE SCREW WITH NUT (MIN. 3,300 P.S.I. CONCRETE) 4 5.0 12 12 12 12 11 12 12 12 12 7 12 S 12 12 11 6 12 9 7 12 12 12 12 12 12 12 12 12 8 12 12 12 12 7 12 8 8 8 57.0 12 12 12 12 8 12 12 12 9 6 12 12 12 B 5 11 I. 6 3 12 12 12 12 9 12 12 12 11 6 12 12 12 10 6 12 1. 4 7 I. 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 Il�nnunmlmmulKU. impuumuuuunlmmis 4 5.0 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 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 1/4 ELCO TEXTRON HEX - FLANGE TAPCON/ HEX MEAD TAPCON W/ 1 - 3/4" EMBED (MIN. 3,320 P.S.I. CONCRETE) 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 B 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 f 4 5.0 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 1/4"0 (LCD CRETE FLEX W/ 1-3/ 4"-MIN. EMBEDMENT (MIN. 3,350 P.S.I. CONCRETE) 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 4 4 6 3 6 3 12 12 4 4 4 4 6 6 3 12 3 12 10 10 9 6 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 1 17 0.0 12 4 4 6 3 12 4 4 6 3 12 6 5 7 41 12 6 5 7 4 1 12 1 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 (w) SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO P.S.F. 5' -8" 8' -0" 9' -0" 13' - S ANCHOR TYPE MAX. (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE CONNECTION TYPE CONNECTION TYPE CONNECTION T YPE 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 (5 C1 C2 C3 C4 C5 000M 4 5.0 12 12 12 9 7 12 .12 12 6 5 12 12 12 5 4 12 9 9 3 3 111111111111)111111111111111► 5 7.0 12 12 12 7 5 12 12 12 5 3 12 12 12 4 3 12 5 4 3 1/4 "m W000 LAG W/ 73 12 12 12 5 4 12 9 9 3 3 12 6 6 3/ • 12 5 4 3 / 1 - 3/4" MIN. THREAD J�1 105.0 12 9 8 3 3 12 5 4 3 j 12 5 4 3 12 5 4. PENETRATION SMEAR 3 PARALLEL OR PERP TO W000 GRAIN 170.0 12 S 4 3 �� 12 5 4 3 j l/ 12 5 4 3 K 12 5 4 3 7/ `9 • • a •••• • • • i • I • • O II aI 0, I Y 0 0 0 0 0 L� / 0 U - V) 0 0 u 0 a A 0 0 0 0 v 0 0 1. 1. •••• • •••• •••• •••• • •••• • •••• • •••• • •• • • • •••• •••• •••• • •• • • • •••• • • • •••• • • •• • • • ••• • • • •••• • •• • • • • • • • • • • •• •• • • •••• • • •••• • • •• • • • • • SEE PAGE 7 FOR ANCHOR NOTES PRODUCT REVISE[) as complying With the Florida Bolding Code Acceptance No 0 - O 7.o/ Expiration Date 0 Zoog QT 13y v Mia i Da roduct Control Division 0 r > • rt m X g 2 a° 3 9 S • m N • r m 5 Eh- .% I E ✓ 74 2 m Z °.S � J • g •c •1• AS NOTLD d•aIpn by VP( 6 1 ? C W to 8 2 8 eaaammensommor Vi. KNEZEVICH PROFESSIONAL ENfa1NEER K. License 1•tt 200 d•r• 10/17/2002) dr•vnlay MCR (ch•ched D yj ` vJKJ dr•ving no. 03 -814 sheet 6 of 7 'rint Information: KNEZEVICH ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS EXIST. STRUC. ANCHOR TYPE LOAD 1W) 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 (SEE C1 C2 NOTE C3 TYPE 3) C4 C5 CONNECTION (SEE C1 C2 TYPE NOTE 3) C3 C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) ,4 C5 CONNECTION Ct (SEE C2 NO'E C3 T NT 3) C4IC5 CONNECTION (SEE C1 C2 NOTE C3 TYPE 3) C4 CS CONNECTION (SEE C1 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 HOLLOW CONCRETE BLOCK 45.0 12 12 12 I 4 o r m rn r ui 5 3 4 MI 3 MEC ©11 m o+ r- m 8 � '��' 8 5 8 5 4 3 45 r e 4 4 3 ,a, ' 3 • 3 ,s '' 4 12 12 12 8 LA 4 in 10 10 10 6 3 Milli MEM 9 9 5 9 6 5 4 3 3 511011/1111111 6 MO' 3 3 3 3 3 I ' 73.0 .._ 7 . = 7 7 11 B 11 8 11 8 6 S 8 8 8 4 i e_ 1 /4"m ITW 7APCON W/ 1 -1/4" MIN. EMBEDMENT 6 3 3 3 105.0 5 .1A11'11"N/JOIN"S 4 E ATIO /�rPillxr4 3 fl AN 3 , 170.0 4 4/ 4013".'SMEI"'IN 4' %/'�� , ./fi/Ifi�i/1 3 /ANEW 3 ' 1 -IN SCREW 4 5.0 12 12 12 7 5 4 11 9 11 9 11 5 3 9 4 10 8 10 p 10 4 3 3 r 7 5 3 3 3 ' r • 12 72 12 12 12 12 12 9 7 5 12 11 12 11 12 11 8 6 5 4 12 10 12 8 12 9 7 5 4 8 7 4 pp 4 5 4 3 * (M 1 1/4•'0 POWERS CALK W/ 7/8•' EMBEDMENT 1 1/4-20 STAINLESS STEEL MACHINE 5 7.0 12 12 12 6 7 3.0 10 10 10 4 3 '.LIE"; 3 7 4 3 3 6 / 5 , "reig 3 A 5 5 / "'r le i ` 12 8 12 12 7 4 9 4 4 5 3 7 '/1111' S 4 S 3 8 7 3 VA 3 4 4 ' • 7 7 " 4 4 4 ' r4 105.0 7 3 3 170.0 5 `N"��" 5�� '.%I�� 5 ;re'�'�� "�' 7 r 4 ' 7 S' 45.0 12 12. 12 7 4 8 8 8 5 7 7 7 4% S %/pp 12 12 12 9 S 9 9 8 B 8 S 6 3 57.0 9 9 9 6 3 6 6 6 4 I 6 4 5 3 I/ 4 / 10 10 10 7 4 7 7 6 ► / S 6 4 4 �� 3 1/4 m POWERS ZAMAC NAIL -IN W/ 1-1/V HIN. EMBEDMENT 73.0 7 7 7 4' 5 3 ' 3 '. 4 " 4 'a I/G 'N 8 8 8 5 3 6 3 3 4' 5" 3' 4 ' e ' ".3' 3 ' 105.0 5 .4 el P' " ' 4 "N' 4 rat ',' 5 3 rd r a El rea 4'n 3 ' 4 170.0 4 '�OI�i"PA 4 ""S Il" ,E�_ I N VAI A 4 I 3 I ...4..... nm ...4.....- _ ., r-9.........,.. 1/4"m ELCO MALE/ F1 L EMBEDMENT / 8. 1/4-20 MAHINE SCREW W TH 4 5.0 12 12 12 9 5 12 12 12 6 4 11 11 11 5 8 12 12 12 10 6 12 12 12 7 4 12 12 12 6 4 8 � 57 12 12 12 7 4 10 10 10 5 3 9 7 8 4 • 6 111 � 12 12 12 8 5 10 10 10 5 3 9 7 8 LA 3 6 i ri / 73.0 11 1 1 1 1 5 3 8 4 4 3 ' 7 3 3 3' 6'M ' 12 12 12 6 4 8 4 4 4' 7 3 3 4' • 6 "o 3 ' 105.0 8 4 4 3'�' 3' 6 " 3 ' 6 s, 8 4 4 4 6 '�� 6'� 3 ' 6 Es 3 Fa 170. 6 ��'� "� 3 ' 6 Kai 6 ' 6 3 6 Evil' 6 m' 3 ' 6 " 1 0 I l' 4 5.0 12 12 12 10 5 11 11 11 7 4 10 10 10 6 7 11, 12 12 12 12 7 12 12 9 ® 5 12 12 12 8 8 1 � 5 7.0 12 10 7 12 12 8 10 10 6 3 3 4 4 9 3 I n 9 AM 9 5 3 8 3 4 / • 3 ' 6 EE 7 I " S 3 ' 3' 5 S. 5'p F • ' ' 12 12 12 10 5 11 8 7 ME' 11 7 5 4 5 / 4 10 3 7 7 8 3 M' 9 3 6 4 4 4 I 7 7 7 Fp I " . I ii 011111111 °111 " "" nn-- 1/4" ELCO TEXTRON HEX-FLANGE AD TAPC NN/ W/ 1 -1 /D•' EMBED 7 3.0 12 8 12 4 12 7 4 4 5 3 105.0 170.0 5 A gis'urd' 3 ' 5 Ex 3' 5' 3 'pier 4 7 PAM IJZIE 7 'B r a KM 7 " 4' 4 5.0 12 12 12 8 4 9 9 9 5 3 8 6 7 5 4 5 A 3 12 12 12 10 5 11 8 11 11 7 5 4 5 / y V� 4r /A 4 4 10 3 7 7 /A 7 Y 8 3 /f�i1 9 3 r 1 6 4' 4 3 I 7 7 A A / 4 4 4 1/4"m ELCO CRETE FLEX W/ 1 -1/4" MIN. EMBEDMENT 7 3.0 10 10 10 6 3 7 5 4 3 4 • 3 6" r I V )� /A I 0 UIin 3 ' 3r V 5 5 5 A 3 1/A 7 I OW 3 • I • / 3 r /X ro � V 12 12 12 7 4 105.0 7 33 4 8 4 1. 5 3 1 7 r /�TA /.f 7 Y/I r I �/ 1 3V / /1 5 1 / i// 3 // / , ( '/ VA �/ / /V/f f 4 C/1 • • •••••• • : • • • a • •.•••• • • •1•••• i� • 7 I C 0 7 1. 1: u 0 0 0 m 0 0 U 0 v c c u • •• • • • •••• •••• • • •••• • • •• • • • •••• • • • • • •• • • • ••• • •••• • • •••• • •• • • • • • • • • • • •• •• • • •••• • • • •• • • • •• • • • • • ANCHOR NOTES: 1, 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, 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 W000 FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROP 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 A. EXISTING ERIFY FASTENERS ERS FRAMING, RE INO AD W FRA 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 =0.5S OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. B. 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. 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® ANCHOR SPACING SHALL NOT EXCEED 8-1/2" O.C. 12. FOR BUILD -OUT MOUNT SECTION O ANCHOR SPACING SHALL NOT EXCEED 6" 0.C. By Mi miD Division PRODUCT REVISED as complying with the Floridz Bniding Code Acccptencc No 0 Expiration Date roducl Control c 0 ac •I. At N0110 (o..lon er VJK .0 VJ. KNEZEVICH PROFESSIONAL INEfa R License .. ' • 103!13 2003 [daft 10/17/2002) Or.vn'Oy SKIT •ri V1K dr•••In9 110. 03 -814 sheet 7 of 7 ASSOCIATES, INC KNEZEVICH MIAM IDADE BUILDING CODE COMPLIANCE OFFI PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANC Florida Storm Panels, Inc. 14475 N.W. 26 Avenue Opa- Loclea, Florida 33054 • L MMEgVn N222O MIAMI -DADE COUNTX, FLORIDA ' ' . ME 1 RO-DA)E FI. AEL R BUILDING 130 WtST FLAGI,ER STPLE, = SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 • • • • SCOPE: BY- O - This NOA is being issued under the applicable 1es and r lations governing the use of construction materials. The documentation submitted has been reviewe by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to 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: 0.029" (min.) Galvanized Steel Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 02- 868 -111, titled " 22 ga Galvanized Steel Storm Panels ", sheets 1 through 4 of 4, prepared by Frank L. Bennardo, P.E., dated November 18, 2002, last revision dated January 02, 2003 bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E. NOA No 02- 1120.02 Expiration Date: 01/23/2008 Approval Date: 01/23/2003 Page 1 '9NI472l1 OOUT 20 )0019 mol10H '0N00 •151x3 .100021 .85x021 1 .i. 110 O 0 d.u. to 6 ' •c"60 °1 l @ 1 1 L TT -.68x0 -.' L£O 1 .4LC0 XVLJ .4C£ >07d1 .n. dal 41 (w -,rw . saoec+s 0Va, • 9S» MUM 3551 i1Pi ).1110 a3aIOMI - 151.410 Si }n. OS 30V1i7 MULLS 'A Nal5711 310H..1.3>%.2" NJW.4100.1 .0001 (CL'£I >L '1035 003 1001) 301 71-SI0 MO 53W11 01 01 171Y73 el0 NVHl d31V3259 301W1510 n100N1111 0/40139 117th d7143A0 13G731-1 .11. O 11713G aelrSOYG 1NnOW 11?0-Cillr '00 .01e 510H0N' Hlllil 11N0 373Id - ns01O 31>v 1.411T1 3551 •)5.419 hvH1 2:1317-19 54v01 N91S30 2101 ( O117N7 319V1d377V -LW >Oi 31na3H7S O1-17NV 335) ) 01 1vr0= ex) N7Hl SS3l 5av01 N9153a 2101 . 7 . 0 .Si a rizita1Svi C35213A3a 39 1.745 N01173LI1a 931 (3n097 511v13a 335) 0 3031 22 Nvd-r 210 ® 319Nv 'LY:iV X07dl .H. 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(010)140117210c 1 200 9N11531 N011.0 30N3e13 'S7NIm72 a 353111 NO /41110115 50701 C,17 5147d5 1411-51X74 31 01 031531 CNV 03N9153C 14332 3A711 513N7d L2lO15 '9 03noYv - 10d1NO0'C0e1d A1Nn07 = C7C IL911-1 70125011 'v' c1o1 '0NI '513N7.11401.5 701e1013 1 5001104 57 13N7.4 d3d 9 W)fd7W 3140 - _'0.unWINIW 7 1111TT1 0313271 111N3517t. 325 32 1175-55 513N7d 'L •ONn . -10117 1.41 91 - £909 39 117115 5•01551251X3 117 15 016 =�'N1u 7 Hllm V1411700 - 51179 069 '08 347219 'Ai117r{) 17dn10n?'15 '£497 1-1157 01 9141121odr100 (N11.4.6100•1 5535-0405H1 C3ZIN7n179) 13315 e 32 117115 513NVd 1..2+015 '9 '50702 0350&1.41 17N0111007 CN71SH1U 5 01 32511101 - 219 ON1151X3 3111 30 107110307 3111 14125351 117115 213C101 111 -1d+3d ' 'L1-43t4 000 555 H11fi1 /401105 -0100 NI 03551 33 01 51143Wn000 OIi103d5 3115 3417 .4321.4•117115 10311510 C 31519 210 d33N19N3 435143011 7 • N1323H 03117130 514011101 3111 W0214 317v30 5NOI1ICNO0 3115 �I '3115 014103d5 7 21:0A1501171-210-141 341/1021.4 10N 5300 CN7 0113N39 51 NI31321 0311713014315J-5 .431111 - 15 31 '> '0300117 51 570= PSI 20107i 11117N01103 -010 V 40 321 3111 '101153021d 51111 5 3551 250 5325n5S3�+_d 31711101•0 01 035n SI 86 -1. 3057 N351m '3000 )5-1l5-t.3A0- 3511 H111T1 30N70210007 5-41 51579 01110355 7 NO 5 12 03NI1-213130 39 117115 99/4111720 353511 1111M 03511 32 01 5 NVIS303n11793N 0157 3A1115004 '£ '531971 9N107d5 210H01 3111 N9153C 3511 NI 05451 14332 5711 5532515 319700117 N1 3273210Ni %323 ON 'L '91 CINIm 011010 i0i COL 571 OW 3255155321.4 dx• 011715 1- 12:1011Nn ?+01 ZOL 571 '107d14 31155114 392!Vl 2104 101 S71 5100010 d 0147 1001 3000 9N1011n9 7021013 311 Hllm 301470 NI 1431515 3A11031021d 107d1-11 315535-4 39257 1 7 57 031531 CNV 03/4-01530 N339 5711143151.S .4311515- 51111 1 319147 3 if15010/1n0011l9 =S�lON 1'dzl3N3r 319147' 03005115 Q X7W.0005 NIW .001 _I --, •d,L1 N _ SLI'0 e 6 N11-4 _ .051'0 .SECT F-- 13NVd 5119/431 l3N11d .8£ >'>I 39763n00 l 3N7d .00S1I 181'1� I �.181.1- --1 .1101 F- G3Z awn 179 }- .65-2'0 =1 'e 4.3171 xvL1 511 .511 r= X I.1z1015 0 05115 "5'5 •.� x ¢L .180-1 I I J X`v9 1 �C72! -1 .LIE: p !14.X:4.40 NCiavc11 rAUVLJ 1. COau Positive Load (psf) Span Less Than: Separation (inches) at <= 30' Separation (inches) at > 30' • 11 „ 1111 16611,1 bbb totoantooco butbbo hf- fstotofn'v"vkr 10'- 7" 2.75" 1.22" 3 0 to 0o 2.75" 1.94" 9' -8" 3.00" 3.00" 6' - 0" 2.75" 1.25" 35 8' - 8" 2.75" 2.10" 8 10' - 0" 3.00" 3.00" ococo is to in 2.75" 1.29" 40 2.75" 2.26" 6' -9" 3.00" 3.00" 6' - 0" 2.75" 1.32" 45 8' - 8" 2.75" 2.41" 9' - 4" 2.92" . 2.92" 50 6' - 0" 2.75" 1.36" 8' - 10" 2.75" 2.73" 6' - 0" 2.75" 1.43" 8' - 1" 2.75" 2.44" 70 6' - 0" 2.75" 1.51" 7' - 6" 2.75 2.24 Load W (PSI) No Stitch Bolts L,vux (ft) Stitch Bolts At Midspan LmAx (ft) • 11 „ 1111 16611,1 bbb totoantooco butbbo hf- fstotofn'v"vkr 10'- 7" 1a- 5" 10'- 0" 9'- 9" 9' -8" 9' - 5" 9'- 3" 9'- 2" 8'- 11" 8' - 10" 8 8' - 9" 8' - 3" 7'- 8" 7 - 6" T -2" 6' -9" 6'- 0" 5' - 4" 4' - 10" 4' -6" 4 ' - 1 " FRANC L. BEI WA S°£. "PE0046549 W W 121 Z • Z Z. W Z J J ✓ J Z � 1 LL Q 0 r. Q ( m 0 3 t f i � D I Z I I [ z W Z X W w X0 LL ? Rn N. • co Z w f p Q 0 4 J u. U el tL ur U Z v/ 7 !13 L WWcc\ Z > cY1 CL LL ' � ^ �O V/ Z 11 1 a r- 4 o 0 0 LL J Q W W Z N Q Q 0 11 c 7 ) J W (., W V i REV 151 ONS DESCRIRTION DATE co._ SCALE: DRAWN 5Y: CL Pr.IN, JAIL =: 11/15/0: - DU.G '; 02 868 - ExISTING GLAZING E EXISTING cONCITE, HOLLOW BLOCK OR WOOD FRAMING-, (SE" ANCHOR SCHEDULE T3 BASED ON TYPE OF STRICTURE) EMBED R`Q SEPARATION FROM GLASS (REF. TABLE T2) c3 CONNECTION TYPE REFEE_NCE ANCHOR 5C4-EDULE T3 FOR MAX REvERSED TOWARDS E0 E0 SPAC ' SHORT LEG MAY BE 0500' i" 0 1 oat x 025' re .14 TEK SCREW OR - 20 MACHINE SCREW t NO • R6' OG. (TYP ALL SM. CONCCTION5 EDGE 615i. EXISTING GLAZING EXISTING CONCR HOLLOW BLOCK oR WOOD FRAMING. SEE ANCHOR SCI-ED. EASED ONTYFE CF STRJCTUR:F REO'D SEPARATION FROM GLASS (REF. TABLE T2) 0500 1 N O CO EcTICN TYPE ANCHORS TO BE AT 125• OR b.25. 0.C. (RE ANC -IOR SCHEDULE T3 X FOR MA SPACING). USE FL'T ANCHORS ONLY C2 C TY REFERENCE ANCOR SCHEDULE T3 FOR MAX SPACING O BUILD - OUT MOUNT SECTION I/4 -20 X 3. S.S. MACHINE SCR • 125' OC. EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. H C: SEE ANCHOR St1ED. BASED CN T YPE OF STRUCTUFM. 2 W J • = WU W • V Z E J - x G 4' 5.5. MACHINE SCREWS 6 125' G.C. c2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE T3 FOR MAX. SPACING TRACK/DIRECT MOUNT SECTION ITS. OPTIONAL E3UILDOUT MOUNTING CONFIGURATION5 (AT HEADER OR SILL) EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. 5EE ANCHOR SCHED. BASED O4 TYPE OF STRUCTURE Ex15TING GLAZING EMBED w 0 EXISTING GLAZING w0 EMBED. O WALL MOUNT SECTION K.TS. EXISTING CCNCITE. HOLLOW BLOCK OR WOOD FRAh1ING. SEE ANCHOR SCHED. ON TYPE OF 5TRUCTUR. REQ'D SEPARATION FROM GLASS (REF. TABLE T2) EMBED. RIEOV C4.A5S SEPAR. D15T. (SEE TABLE 17 FOR MKI ' -20 x MACHINE SCR • 12.5' O.G. i 0.25' AX EXISTING CONCRETE. HOLLOW BLOCK OR UIOOD FRAMING, SEE ANCHOR SCH =_D. BASED ON TYPE CF STRJCTWE. G3 CONNECTION TYPE REFE ANCHOR SCHEDULE T3 FOR MAX SPACING . 10500' - 0250' 025' ' , .. -20 X 3 4' 55. MAC-JANE SCREW W/ WINGNUT •125 O.C. c2 CONNECTION TYPE REFERENCE ANCLICR SCHEDULE T3 FOR MAX. SPACING CON4E TION TYPE REF ERENCE ANCHOR SCHEDULE T3 FOR MAX SPACING LEG DIR. MAY BE REVERSED 025' O CEIL ING /FLOOR MOUNT SECTION I:TS. J W ea L a OW 11.1 uj � J �_ Z J 0_ d) cA CC!`I'(ECTICN T Ill R AJJCI10R SCHEDULE 13 FOR MAX SPACING MAXIMUM ALLOWABLE ED SPAN SCHEDULE NOTES: 1. ENTER SPAN SCHEDULE WITH NEGATIVE DESIGN LOAD TO DETERMINE MAXIMUM ALLOWABLE STORM PANEL SPAN. SCHEDULE IS ACCEPTABLE FOR USE WITH POSITIVE LOADS LESS THAN OR EQUAL TO NEGATIVE DESIGN LOADS. 2. INTERPOLATION BETWEEN LOADS 15 ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD. EXISTING WOOD TRUSSES • 24' ac. MAX EXISTING GLAZING R`Q'D SEPARATION FROM GLASS !REF. TABLE 1 n O TRIIL5 I•1 1 WNT•SEIGTIO . • 11=117117 • • • Kos. • • • • • •• ••• •• • • • • • • • • • • • • • • • • • •• t4TirL. CONCRETE.NOLLOU) • • et. ocK bRVROODSFRAf1 G.. • • • • •SEE AAVCI -1o1e S Et5 13A5 =L tJ., TYPE STRUCTURE. • 025' MAX • • • • • • • • • • • e e e • to • '• • I EXISTING • • • • • • • • • GLAZING • • • • • • • • • • • • • • • /-� � .' T .1f MOUNT SECT ION V N.T$ MINIMUM SEF'ARATION TABLE T2 NOTES: 1. ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETER 11IN11 ALLOWABLE STORM PANEL SEPARATION FROM GLASS OR DOOR TO BE PROTECTED. SCHEDULE 15 R FOR USE WITH POSITIVE LOADS ONLY_ 2. INTERPOLATION BETUF_EN LOADS 15 ACCEPTABLE, OTHERWISE USE NEXT IIG- -HER LOAD. EXTERIOR WALL FINISH STEEL TUBE TO BOTTOM TRUSS CHORDS W/ (3) '4'x2' EMBED LAG- SCREWS • EACH TRUS5 (24' OC. MAX) 4 MIN STEEL TUBE HEADER TO ROLLED STEEL TUBE W/ CENTER LAG (A5 DESCRIEED AE.OVE) • TRJ55E5 ( 914 511.5 TO PLATE • 6' O.C. BETWEEN TRUSSES �Lrrnx = 8' -0' (MAX SPAN) MAX DESIGN LOAD = =60 psr ALUM OR C 2.Lv STEEL SPACER AS R`O'D. EXTERIOR WALL FINI54. F ROTRJDIMG FROM MOUNTING, SURFACE CI CONNECTION TYPE ANCHORS TO BE .41 12.5' OR 625' Or. ( REFE ANCHOR SCHEDULE 1'3 FOR MAX. SPACING). USE r�MOVABLE ANc.140 S ONLY SHEET: 2 OF 4. EXISTING GLAZING 4 A • m il 4---. L ra 111 1-- REQ'D GLASS SEP. EXISTING DI5T. (SEE TABLE T2 FOR MINIMUM) PENETRATION OR EMBED. EXIST GLAZING EXISTING CONCITE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRLCTUI O WALL MOUNT SECTION WALL t1OlNT 1R•0r5. NT$. EXISTING CQKTE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTU. 1365' G D GLASS SEP. DIST. (SEE TABLE T2 FOR MINIMUM) 1365' 1365' C8 CONN TYPFF R F. ANCHOR SCI.IED. TA FOR MAX. SPACING CT CQ'd{ TYPE REF. ANCHOR SCHED. T4 FOR MAX SPACING O HEADER/SILL MOUNT SECTION TRAP FIO,NT TRACKS KTS. EXISTING CONCRETE. WOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE. C5 CONN°_CTION TYPE REFERENCE ANCHOR SCHEDULE T4 FOR MAX. SPACING 0500' 0500' Ce CONNECTION TYPE REFERENCE ANCHOR SCHEDULE Ta FOR T1A)(. SPACING. LEG MAY BE BENT TO 30deg MAX LEG- MAY BE BENT TO 30deg MAX OPTIONAL INTERIOR MOUNT INSTALLATION DETAILS EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE. EXISTING GLAZING O CEILING/FLCOR MOUNT SECTION TRAP 1101N(T TRICKS. KTS. PENETRATION OR EMBED. R GLASS SEP. DI5T. � EXISTING (SEE TABLE 12 GLAZING FOR MINIMUM) EXIST CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. EASED ON TYPE OF STRUCTURE DI WALL MOUNT SECTION P.OTTOM DIRECT WALL 1"IC.NT ( . DETAIL '5't N15. { CONNECTION TYPE RfZENGE ANCHOR 5C4EDULE T4 FOR MAX. SPACING EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING-. SEE- ANCHOR SCHED. BASED ON TYPE OF STRUCTURE. 411111ASS NI I\ c5 COrd`ECTIQ1 TYPE REFEREN E ANCHOR SCWEDULE 14 FOR MAX SPACING { 0500' Gl CQl TY PE REFERENCE ANCHOR SCHEDULE T4 FOR MAX SPACING MAX Qe d X p Q Q E O z o x;T) • w e 0 J E O Q HEADER TRACK ISOMETRIC TOP TRACY N.T.S. CLIP LOCKS END PANEL FLUSH AGAINST TOP IRAQ( (1) HEADER END CAP • END W/ (2) •I4 5115 TO TRACK ADJACENT PANEL OPTION A: (3) ELCO PANELMATES AT BOTTOM OF ADJACENT PAN;& • • . .1 1 FASTEN EACH PANEL ADJACENT TO LAST PANEL • BOTTOM W/ (2) ELCO FANELMATES 4 (I) POWERS CALK -IN. ALTERNATIVEL USE (3) PANELMATES AND NOTCH BOTTOM CORNERS OF LAST PANEL TO FIT OVER INNERMOST ANCHORS. (2) 1 . -20 5.5. STITCH BOLTS W/ WINGNUTS EACH SIDE OF LAST PANEL TYP 12S' COVERAGE •1 • • • ••• •• 1'x030' PERFORATIONS / AT MIDSPAN FOR USE WITF, REMOVABLE HANDLE AND /OR PLASTIC KNOBS H BOTTOM '' TRACK OR BOTTOM V' TRACK (FASTEN TO STRUCTURE PER • DETAILS M, N �O TO LEFT) O BOTTOM TRACK ISOMETRIC OTTOM TRACK . H.T.S. Apprnved as complying wiT6 tsz j Florida Eu - in e Datc AI/2 NOAK n4 II ? o• n Miami Dade Prodact Control Division 'r / /' RV �/ C /"t✓LB" • ••• ••• • • • —'H' - HEADER. c TOP. PER DETAIL - P' . . • • • • • • • e i 7 6• MAX I: TYF•ICAL j •1 • • • • • • � •T � .aX • • •T�AL • "1,a& •• • OPT A: 2'x2' MAx NOTCH IN • • • • • • • L•,tgT PANEL:AROUND WINGNUT • • • • • • • JRIC: Si0U19T EY. RIOR ELEVATION c • 0000071 to. 2L MCII)0r 0 0 • • • • /REF, PETAI• 'P'Iet OA • • TYPICAL OVERLAP (1) 1'x2'x0,092'x1 ANGLE s END W/ (2) '14 51'15 TO TRACK TOP 'H' -TRACK OR TOP Zr -TRACK (FASTEN TO STRUCTURE PER SECTIONS TO LEFT) OPTIONAL PLASTIC KNOB, TO EASE PANEL SLIDING (NON- STRUCTURAL,SEE DETAIL TO LE LAST PANEL MOUNTED FROM INSIDE OF BLDG ADJACENT PANEL OPTION 5: (2) '.'.ELCO PANELMATES AT EEOTTOM OF ADJACENT PANELS — 0=1. B: (I)'. - - 20 POWERS CALK -IN. CLOSEST TO LAST PANEL (NO NOTCH REQ'D) FRANK L a • -.: . PE. 'F E0046549 corm- cO -TR*05 REVISIONS DE SCRIPT ION S) W W _ N Z J CV N W DATE SCALE: (UN . ) DRAWN BY: CL Li-7.CIK= V aT : FLB Pra'IN DA 1e: 1M/02 Dl1Y IZO- E6b -111 SHEET: 3 OF 4 —� I HOLLOW CONC BLOCK 1/4" x 1 -1/4" EMBED ELCO TAPCON 39 45 55 12.6" 10.9" 8.9" 8.2" 7.1" 5.8" 8.0" 6.9" 5.7" 5.2' 4.5" 3.7" Tcap (lb) = 174.00 65 7.5" 4.9" 5.0" 3.3" Vcap (Ib) = 318.00 72 6.8" 4.5" 5.0" 3.3" 1/4 "x7/8" EMBED 39 16.0" 12.3" 10.4" 7.8" ALL- POINTS SOUD -SET 45 14.2" 10.7" 9.0" 6.8" LEAD SHIELD ANCHOR * 55 11.7" 8.7" 7.4" 5.5" Tcap (lb) = 358 65 9.9" 7.4" 6.5" 4.9" Vcap (Ib) = 249 72 8.9" 6.7" 6.5" 4.9" 1/4" x 1 -1/4" EMBED 39 11.2" 8.0" 7.1" 5.1" ELCO PANELMATE 45 9.7" 6.9" 6.2" 4.4" * 55 7.9" 5.6" 5.0" 3.6" Tcap (lb) = 201.50 65 . • 6.7" 4.8" 4.4" . 3.2" Vcap (Ib) = 198.50 72 6 :1" 4.3" 4.4" 3.2" 1/4" x 1 -1/4' EMBED ELCO TAPCON Tcap (lb) = 218.00 Vcap (Ib) = 398.00 1/4 "x7/8" EMBED ALL- POINTS SOUD -SET LEAD SHIELD. ANCHOR * Tcap (Ib) = 358 Vcap (ib) =149 39 49 58 72 130 39 49 58 72 130 12.5" 16.0". 16.0" 15.8" 12.5" 16.0" 12.7" 12.5" 12.5" 16.0" 8.7" 10.5" 12.5" 13.2" 5.9" 8.3" 6.25" 9.7" 3.6" 6.0" 12:5" 16.0" 16.0" 16.0" 12.5" 16.0" 16.0" 13.1" 12.5" 16.0" 14.3" 11.0" 12.5" 16.0" 9.6" 8.8" 12.5" 15.9" 5.9" 6.4" 1/4" x 1 -1/4" EMBED ELCO PANELMATE Tcap (ib) = 204.75 Vcap (Ib) = 233.50 39 49 * 58 72 130 12.5" 16.0" 16.0" 12.2" 12.5" 16.0" 11.9" 9.7" 12.5" 15.4" 8.2" 8.1" 6.25" 12.4" 5.5" 6:5" 6.25" 9.1" 3.4" 4.7" _ 12.5" '15.5" 7.8" 625" 12.3" 5.7' 625" 10.4" 4.0" 625" 9.7" 3.6" 6.25" 9.7" 3.6" 12.5" 16.0" 12.7" 12.5" 16.0" 8.5" 12.5" 16.0" 6.6" 12.5" 15.9" 5.9" 12.5" 15.9" 5.9" 9.9" 7.7" 6.5" 6.0" 6.0" 10.3" 8.2" 6.9" 6.4" 6.4" 12.5" 14.5" 7.3" 7.7" 625" 11.6" 4.9" 6.0" 625" 9.8" 3.8" 5.1" 625" 9.1" 3.4" 4.7" 625 9.1" 3.4" 4.7" 12.5" 12:6" 6.25" 10.0" 625" 9.7" 625" 9.7" 6.25" 9.7" 125 7 16.0" 12.5" 16.0" 12.5" 15.9" 12.5" 15.9" 12.5" 15.9" 5.4" 3.8" 3.6" 3.6" 3.6" 8.8" 6.2" - 5.9" 5.9" 5.9" 7.9" 6.2" 6.0" 6.0" 6.0" 8.3" 6.6" 6.4" 6.4" 6.4" 6.25" 11:8" 5.1" 6.2" 6.25" 9.4" 3.6" 4.9" 625" 9.1" 3.4" 4.7" 6.25" 9.1" 3.4" 4.7" 6.25" 9.1" 3.4" 4.7" 1/4" x 2" THREAD 39 PENETR. LAG SCREW 49 58 Tcap (lb) = 359.53 72 Vcap (lb) = 82.97 130 0.75" EDGE DISTANCE 12.5" 16.0" 16.0" 7.5" 12.5" 16.0" 16.0" 6.0" 12.5" 16.0" 14 5.1" 12.5" 16.0" 9.6" 4.1" 12.5" 16.0" 6.0" t114 x 1 -1/2" THREAD 39 12.5" 16.0" 16.0" PENETR. WOOD SCREW 49 12.5" 16.0" 13.6" 58 12.5" 16.0" 9.3" Tcap (Ib) = 234.00 72 12.5" 14.2" 6.3" Vcap (Ib) = 96.74 130 6.25" 10.4" 3.9" 7/16" x 5/8" EMBED 39 12.5" 16.0" 16.0" BRASS BUSHING & 49 12.5" 16.0" 13.5" 1/4 -20 SCREW * 58 12.5" 16.0" 9.2" Tcap (Ib) = 231.50 72 12.5" 14.0" 6.2" Vcap (lb) = 232.50 130 6.25" 10.3" 3.8" %'•ii 12.5" 16.0" 12.8" 4.8" 12.5" 16.0" 8.6" 3.8" 12.5" 16.0" 6.6" 3.2" 12.5" 16.0" 6.0" 12.5" 16.0" 6.0" 7.7" 12.5" 16.0' 8.3" 6.1" 12.5" 13.7' 5.6" 5.1" 6.25" 11.2" 4.3" 4.1" 625" 10.4" 3.9" 625' 10.4" 3.9" 13.0" 12.5" 16.0" 8.3" 10.3" 12.5" 13.1" 5.5" 8.7" 625" 11.1" 4.3" 6.9" 6.25" 10.3" 3.8" 5.0" 6.25" 10.3" 3.8" 4.8" 3.8" 3.2" 8.1" 6.4" 5.4" 5.0" 5.0" 12.5" 16.0" 8.9" 3.9" 125" 16.0" 6.3" 3.1" 12.5" 16.0" 6.0" 12:5" 16.0" 6.0" 12.5" 16.0" 6.0" 12.5" 13.5" 5.8" 625" 10.7" 4.1" 6.25" 10.4" 3.9" 6.25" 10.4" 3.9" 6.25 " 10.4" 3.9" 12.5" 13.4" 5.7" 6.25" 10.6 "..4.0" 6.25" 10.3" 3.8" 6.25" 10.3" 3.8" 6.25" 10.3" 3.8" 3.9" 3.1" 6.6" 52" 5.0" 5.0" 5.0" ANCHOR NOTES: I. 5FAN5 AND LOADS 51-10,W HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE 5TO "1 PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN MAX ALLOWABLE SPAN SCHEDULE (TABLE 2. ENTER ANCHOR SCI -EDULE BASED ON THE EX15T!NG STRUCTURr MATERIAL ! ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIC-N LOAD ON SHUTTER AND SELECT SPAN GR THAN OR =OVAL TO SHUTTER SPAN. 3. SELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON 5'-IEETS 2 1 3 FOR IDENTFICATION OF CONNECTION TYPE). 4. ANCHORS 51-IALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RE=COf d"1 ENDATIONS. 5. 1.1A -4E EXISTING 5T TUf 15 WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT =' STENERS ARE INTO ADEQUATE WOO` FRAMING MEMBERS, NOT PLYWOOD. FASTENING- TO PLYWOOD 15 ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 0 O 1/4" x 2" THREAD 39 PENETR. LAG SCREW 45 55 Tcap (Ib) = 359.53 65 Vcap (Ib) = 82.97 72 #14 x 1 -1/2" THREAD 39 PENETR. WOOD SCREW 45 55 Tcap (lb) = 234.00 65 Vcap (Ib) = 96.74 72 7/16" x 5/8" EMBED BRASS BUSHING & 1/4 -20 SCREW Tcap (Ib) = 231.50 Vcap (lb) = 232.50 39 45 * 55 65 72 0.75" EDGE DISTANCE 16.0" 16.0" 16.0" 10.6" 8.2" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0' 11.7" 6.8" 5.3" 16.0" 16.0" 16.0" 15.5" 14.Q"• 12.4" 8.5" 5.6" 4.4" 4.4" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 11.8" 6.9" 5.3" 16.0" 16.0" 16.0" 15.7" 14.2" 8.1" 5.5" 3.6" 16.0" 14.4" 11.8" 10.4" 10.4" 8.0" 5.5" 3.6" 16.0" 14.2" 11.7" ' M � 0.3 • • ••• •• • • • • 5. WHERE L AC - SC FASTEN TO NARROW FACE OF STWD FR4IMINC-. j4 51-IAL1. BE FPOCATED IN CENTER OF NOMINAL 2' X d• (MIN.) WOOD STUD ( EDGE DISTANaE 15 R.CEEPTABIIE F0 WOE) I•i2ititt�G). WOOD STUD SHALL BE 'SOUTHERN PINE' 0.055 OR GREATER DENSIT° ",,Ds _ 614A - N AN •Z^ • 4 yllf�LWS•PAN 1 _AD OR HEX • • • • • • T. * DESIGNATES 1M = OVA = • • • • • • ANCHORS. • WHICH AR_ LE `GUIREED FOR YiOUIM?N$TILLATIONS. 8. MACHINE SCREWS SHALL ;..:Ay= MINIMUM OF 4;• ENGAGEMENT OF THREADS IN EASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRU55 H OR WAFER HEAD (SIDEWALK BOLT) UN.O. 5. MINIMUM EMBEDMENT AN EDGE DISTANCE EXCLUDESr OR,O1NEe Ijl4.' GINISHiS. 10. El DESIGNATES ANCHOR CONDITIONS 1.1.4.1ICH ARE NOT 41GC TA6&EFOR UE . • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • • • •• •• ••• •. • • ••• • ► •• ► • ► • • 1/4" x 2" THREAD PENETR. LAG SCREW 39 45 55 Tcap (lb) = 359.53 65 Vcap (Ib) = 82.97 72 #14 x 1 -1/2" THREAD 39 PENETR. WOOD SCREW 45 55 Tcap (Ib) = 234.00 65 Vcap (Ib) = 96.74 72 7116" x 5/8" EMBED BRASS BUSHING & 1/4 -20 SCREW Tcap (Ib) = 231.50 Vcap (Ib) = 232.50 39 45 * 55 65 72 0.75" EDGE DISTANCE 7.5" 6.5" 5,3" 4.5" 4.1" 6.5" 5.7" 4.6" 3.9" 3.5" 7.7" 6.6" 5.4" 4.6" 4.1" 67' 5.4" 4.4" 3.7" 3.3" 13.0" 11.2" 9.7' 7.8" 7.0" 9.2" 8.0" 6.5" 5.5" 5.0" 4.9" 4.2" 3.4" 3.0" 3.0" 3.9" 3.4" 8.2" 7.1" 5.8" 5.1" 5.1" 5.8" 5.1" 4.1" 3.7' 3.7" • • • •• Approval; s(. ,pi }r vrith iLL Florida & i "g Co 2 Date -EC < 23 NORM Miami Dade Prcrisv Co ;:trot Div( By FRANK L. HENNARDO. PE. .PE0046549 03 W a W 0 Z ZZ Z W yr J � Y Zcf Q E Ov U O l') _ Z w O z W - W Z Z J W Z '. ID • • w RE VISIONS DFSCRIPTIONI DATE COVE" CO"s'FNrS I 14,02 SCALE: NT5. • DRAWN 6Y: CL bY: FLD - PRIM DAfc: 11/15 /02 DW5, •: 02- 868 -Ili SHEET: 4 OF 4 : ANCHOR SPACING SCHEDULE. ANCHOR SPACING SCI- IEDULE (INSIDE MOUNT PANELS, WALL MOUNT) ANCHOR SFACING SCHEDULE (INSIDE MOUNT PANELS, TRAP MOUNT) HOLLOW CONC BLOCK 1/4" x 1 -1/4" EMBED ELCO TAPCON Tcap (lb) = 218.00 Vcap (lb) = 398.00 2.5" EDGE DIST. 39 45 55 65 . 72 16.0" 16.0" 11.0" 6A" 5.0" 16.0" 16.0" 16.0" 14.6" 132" 7.5" 5.2" 3.4" v, P //, , - / %,,,,. 15.5" 13.4" 11.0" 9.7" 9.7" I HOLLOW.CONC B 1/4 "x7/8" EMBED CONN TYPE 39 16.0" 16.0" 12.4" 16.0" ALL - POINTS SOLID -SET 16.0" 16.0" 45 16.0" 16.0" 8.5" 16.0" LEAD SHIELD ANCHGR * 55 16.0" 16.0" 5.5" 16.0" Tcap (lb) = 358 1/4 "x7/8" EMBED 39 65 10.5" 16.0" 4.4" 15.9" Vcap (lb) = 249 16.0" 16.0" 72 8.2" 16.0" 4.4" 15.9" 1/4" x 1 -1/4" EMBED 5.3" 16.0" 39 16.0" 16.0" 7.1" 14.5" ELCO PANELMATE (MIN 3350 PSI CONC) . it 55 45 16.0" 16.0" 4.8" 12.6" _ Vcap (lb) = 565.00. 72 * 55 10.3" 16.0" 3.2" 10.3" Tcap (Ib) = 204.75 72 65 6.0" 13.7" ,'/%7 9.1" Vcap (lb) = 233.50 11.6" 72 4.7" 12.4" ggz, 9.1" 1/4" x 1 -1/4' EMBED ELCO TAPCON Tcap (lb) = 218.00 Vcap (Ib) = 398.00 1/4 "x7/8" EMBED ALL- POINTS SOUD -SET LEAD SHIELD. ANCHOR * Tcap (Ib) = 358 Vcap (ib) =149 39 49 58 72 130 39 49 58 72 130 12.5" 16.0". 16.0" 15.8" 12.5" 16.0" 12.7" 12.5" 12.5" 16.0" 8.7" 10.5" 12.5" 13.2" 5.9" 8.3" 6.25" 9.7" 3.6" 6.0" 12:5" 16.0" 16.0" 16.0" 12.5" 16.0" 16.0" 13.1" 12.5" 16.0" 14.3" 11.0" 12.5" 16.0" 9.6" 8.8" 12.5" 15.9" 5.9" 6.4" 1/4" x 1 -1/4" EMBED ELCO PANELMATE Tcap (ib) = 204.75 Vcap (Ib) = 233.50 39 49 * 58 72 130 12.5" 16.0" 16.0" 12.2" 12.5" 16.0" 11.9" 9.7" 12.5" 15.4" 8.2" 8.1" 6.25" 12.4" 5.5" 6:5" 6.25" 9.1" 3.4" 4.7" _ 12.5" '15.5" 7.8" 625" 12.3" 5.7' 625" 10.4" 4.0" 625" 9.7" 3.6" 6.25" 9.7" 3.6" 12.5" 16.0" 12.7" 12.5" 16.0" 8.5" 12.5" 16.0" 6.6" 12.5" 15.9" 5.9" 12.5" 15.9" 5.9" 9.9" 7.7" 6.5" 6.0" 6.0" 10.3" 8.2" 6.9" 6.4" 6.4" 12.5" 14.5" 7.3" 7.7" 625" 11.6" 4.9" 6.0" 625" 9.8" 3.8" 5.1" 625" 9.1" 3.4" 4.7" 625 9.1" 3.4" 4.7" 12.5" 12:6" 6.25" 10.0" 625" 9.7" 625" 9.7" 6.25" 9.7" 125 7 16.0" 12.5" 16.0" 12.5" 15.9" 12.5" 15.9" 12.5" 15.9" 5.4" 3.8" 3.6" 3.6" 3.6" 8.8" 6.2" - 5.9" 5.9" 5.9" 7.9" 6.2" 6.0" 6.0" 6.0" 8.3" 6.6" 6.4" 6.4" 6.4" 6.25" 11:8" 5.1" 6.2" 6.25" 9.4" 3.6" 4.9" 625" 9.1" 3.4" 4.7" 6.25" 9.1" 3.4" 4.7" 6.25" 9.1" 3.4" 4.7" 1/4" x 2" THREAD 39 PENETR. LAG SCREW 49 58 Tcap (lb) = 359.53 72 Vcap (lb) = 82.97 130 0.75" EDGE DISTANCE 12.5" 16.0" 16.0" 7.5" 12.5" 16.0" 16.0" 6.0" 12.5" 16.0" 14 5.1" 12.5" 16.0" 9.6" 4.1" 12.5" 16.0" 6.0" t114 x 1 -1/2" THREAD 39 12.5" 16.0" 16.0" PENETR. WOOD SCREW 49 12.5" 16.0" 13.6" 58 12.5" 16.0" 9.3" Tcap (Ib) = 234.00 72 12.5" 14.2" 6.3" Vcap (Ib) = 96.74 130 6.25" 10.4" 3.9" 7/16" x 5/8" EMBED 39 12.5" 16.0" 16.0" BRASS BUSHING & 49 12.5" 16.0" 13.5" 1/4 -20 SCREW * 58 12.5" 16.0" 9.2" Tcap (Ib) = 231.50 72 12.5" 14.0" 6.2" Vcap (lb) = 232.50 130 6.25" 10.3" 3.8" %'•ii 12.5" 16.0" 12.8" 4.8" 12.5" 16.0" 8.6" 3.8" 12.5" 16.0" 6.6" 3.2" 12.5" 16.0" 6.0" 12.5" 16.0" 6.0" 7.7" 12.5" 16.0' 8.3" 6.1" 12.5" 13.7' 5.6" 5.1" 6.25" 11.2" 4.3" 4.1" 625" 10.4" 3.9" 625' 10.4" 3.9" 13.0" 12.5" 16.0" 8.3" 10.3" 12.5" 13.1" 5.5" 8.7" 625" 11.1" 4.3" 6.9" 6.25" 10.3" 3.8" 5.0" 6.25" 10.3" 3.8" 4.8" 3.8" 3.2" 8.1" 6.4" 5.4" 5.0" 5.0" 12.5" 16.0" 8.9" 3.9" 125" 16.0" 6.3" 3.1" 12.5" 16.0" 6.0" 12:5" 16.0" 6.0" 12.5" 16.0" 6.0" 12.5" 13.5" 5.8" 625" 10.7" 4.1" 6.25" 10.4" 3.9" 6.25" 10.4" 3.9" 6.25 " 10.4" 3.9" 12.5" 13.4" 5.7" 6.25" 10.6 "..4.0" 6.25" 10.3" 3.8" 6.25" 10.3" 3.8" 6.25" 10.3" 3.8" 3.9" 3.1" 6.6" 52" 5.0" 5.0" 5.0" ANCHOR NOTES: I. 5FAN5 AND LOADS 51-10,W HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE 5TO "1 PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN MAX ALLOWABLE SPAN SCHEDULE (TABLE 2. ENTER ANCHOR SCI -EDULE BASED ON THE EX15T!NG STRUCTURr MATERIAL ! ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIC-N LOAD ON SHUTTER AND SELECT SPAN GR THAN OR =OVAL TO SHUTTER SPAN. 3. SELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON 5'-IEETS 2 1 3 FOR IDENTFICATION OF CONNECTION TYPE). 4. ANCHORS 51-IALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RE=COf d"1 ENDATIONS. 5. 1.1A -4E EXISTING 5T TUf 15 WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT =' STENERS ARE INTO ADEQUATE WOO` FRAMING MEMBERS, NOT PLYWOOD. FASTENING- TO PLYWOOD 15 ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 0 O 1/4" x 2" THREAD 39 PENETR. LAG SCREW 45 55 Tcap (Ib) = 359.53 65 Vcap (Ib) = 82.97 72 #14 x 1 -1/2" THREAD 39 PENETR. WOOD SCREW 45 55 Tcap (lb) = 234.00 65 Vcap (Ib) = 96.74 72 7/16" x 5/8" EMBED BRASS BUSHING & 1/4 -20 SCREW Tcap (Ib) = 231.50 Vcap (lb) = 232.50 39 45 * 55 65 72 0.75" EDGE DISTANCE 16.0" 16.0" 16.0" 10.6" 8.2" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0' 11.7" 6.8" 5.3" 16.0" 16.0" 16.0" 15.5" 14.Q"• 12.4" 8.5" 5.6" 4.4" 4.4" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 11.8" 6.9" 5.3" 16.0" 16.0" 16.0" 15.7" 14.2" 8.1" 5.5" 3.6" 16.0" 14.4" 11.8" 10.4" 10.4" 8.0" 5.5" 3.6" 16.0" 14.2" 11.7" ' M � 0.3 • • ••• •• • • • • 5. WHERE L AC - SC FASTEN TO NARROW FACE OF STWD FR4IMINC-. j4 51-IAL1. BE FPOCATED IN CENTER OF NOMINAL 2' X d• (MIN.) WOOD STUD ( EDGE DISTANaE 15 R.CEEPTABIIE F0 WOE) I•i2ititt�G). WOOD STUD SHALL BE 'SOUTHERN PINE' 0.055 OR GREATER DENSIT° ",,Ds _ 614A - N AN •Z^ • 4 yllf�LWS•PAN 1 _AD OR HEX • • • • • • T. * DESIGNATES 1M = OVA = • • • • • • ANCHORS. • WHICH AR_ LE `GUIREED FOR YiOUIM?N$TILLATIONS. 8. MACHINE SCREWS SHALL ;..:Ay= MINIMUM OF 4;• ENGAGEMENT OF THREADS IN EASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRU55 H OR WAFER HEAD (SIDEWALK BOLT) UN.O. 5. MINIMUM EMBEDMENT AN EDGE DISTANCE EXCLUDESr OR,O1NEe Ijl4.' GINISHiS. 10. El DESIGNATES ANCHOR CONDITIONS 1.1.4.1ICH ARE NOT 41GC TA6&EFOR UE . • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • • • •• •• ••• •. • • ••• • ► •• ► • ► • • 1/4" x 2" THREAD PENETR. LAG SCREW 39 45 55 Tcap (lb) = 359.53 65 Vcap (Ib) = 82.97 72 #14 x 1 -1/2" THREAD 39 PENETR. WOOD SCREW 45 55 Tcap (Ib) = 234.00 65 Vcap (Ib) = 96.74 72 7116" x 5/8" EMBED BRASS BUSHING & 1/4 -20 SCREW Tcap (Ib) = 231.50 Vcap (Ib) = 232.50 39 45 * 55 65 72 0.75" EDGE DISTANCE 7.5" 6.5" 5,3" 4.5" 4.1" 6.5" 5.7" 4.6" 3.9" 3.5" 7.7" 6.6" 5.4" 4.6" 4.1" 67' 5.4" 4.4" 3.7" 3.3" 13.0" 11.2" 9.7' 7.8" 7.0" 9.2" 8.0" 6.5" 5.5" 5.0" 4.9" 4.2" 3.4" 3.0" 3.0" 3.9" 3.4" 8.2" 7.1" 5.8" 5.1" 5.1" 5.8" 5.1" 4.1" 3.7' 3.7" • • • •• Approval; s(. ,pi }r vrith iLL Florida & i "g Co 2 Date -EC < 23 NORM Miami Dade Prcrisv Co ;:trot Div( By FRANK L. HENNARDO. PE. .PE0046549 03 W a W 0 Z ZZ Z W yr J � Y Zcf Q E Ov U O l') _ Z w O z W - W Z Z J W Z '. ID • • w RE VISIONS DFSCRIPTIONI DATE COVE" CO"s'FNrS I 14,02 SCALE: NT5. • DRAWN 6Y: CL bY: FLD - PRIM DAfc: 11/15 /02 DW5, •: 02- 868 -Ili SHEET: 4 OF 4 : ANCHOR SPACING SCHEDULE. ANCHOR SPACING SCI- IEDULE (INSIDE MOUNT PANELS, WALL MOUNT) ANCHOR SFACING SCHEDULE (INSIDE MOUNT PANELS, TRAP MOUNT) HOLLOW CONC BLOCK 2.5" EDGE DIST. DISTANCE • SPANS UP TO 5.50 ft SPANS UP TO 8.67 ft 1ST RUI ANCHOR LOAD CONN TYPE CONN TYPE SPANS UP TO 8.67 ft (psf) C5 C6 C5 C6 CONCRETE 1/4" x 1 -3/4" EMBED . 39 16.0" 16.0" 16.0" 16.0" ELCO TAPCON 45 16.0" 16.0" 11.4" 16.0" MN 3320 PSI CONE) 55 16.0" 16.0" 7.5" 16.0" Tcap (Ib) = 483.00 65 142' 16.0" 6.0" 16.0" Vcap (lb) = 475.00 72 11.0" 16.0" 6.0" 16.0" 1/4 "x7/8" EMBED 39 16.0" 16.0" 14.8" 16.0" ALL - POINTS SOLID -SET 45 16.0" 16.0" 10.1" 16.0" LEAD SHIELD ANCHOR * 55 16.0" 16.0" 6.6" 16.0" Tcap (Ib) = 428 65 12.6" 16.0" 5.3- 16.0" Vcap (Ib) = 429 72 9.8" 16.0" 5.3" 16.0" 1/4" x 2" EMBED . 39 16.0" 16.0" 12.9" 16.0" ELCO PANELMATE 45 16.0" 16.0" 8.8" 16.0" (MIN 3350 PSI CONC) . it 55 16.0" 16.0" 5.8" 16.0" Tcap (lb) = 372.00 65 11.0" 16.0" 4.6" 16.0" _ Vcap (lb) = 565.00. 72 8.5" 16.0" _ 4.6" 16.0" 1/4" x 1 -1/4' EMBED ELCO TAPCON Tcap (lb) = 218.00 Vcap (Ib) = 398.00 1/4 "x7/8" EMBED ALL- POINTS SOUD -SET LEAD SHIELD. ANCHOR * Tcap (Ib) = 358 Vcap (ib) =149 39 49 58 72 130 39 49 58 72 130 12.5" 16.0". 16.0" 15.8" 12.5" 16.0" 12.7" 12.5" 12.5" 16.0" 8.7" 10.5" 12.5" 13.2" 5.9" 8.3" 6.25" 9.7" 3.6" 6.0" 12:5" 16.0" 16.0" 16.0" 12.5" 16.0" 16.0" 13.1" 12.5" 16.0" 14.3" 11.0" 12.5" 16.0" 9.6" 8.8" 12.5" 15.9" 5.9" 6.4" 1/4" x 1 -1/4" EMBED ELCO PANELMATE Tcap (ib) = 204.75 Vcap (Ib) = 233.50 39 49 * 58 72 130 12.5" 16.0" 16.0" 12.2" 12.5" 16.0" 11.9" 9.7" 12.5" 15.4" 8.2" 8.1" 6.25" 12.4" 5.5" 6:5" 6.25" 9.1" 3.4" 4.7" _ 12.5" '15.5" 7.8" 625" 12.3" 5.7' 625" 10.4" 4.0" 625" 9.7" 3.6" 6.25" 9.7" 3.6" 12.5" 16.0" 12.7" 12.5" 16.0" 8.5" 12.5" 16.0" 6.6" 12.5" 15.9" 5.9" 12.5" 15.9" 5.9" 9.9" 7.7" 6.5" 6.0" 6.0" 10.3" 8.2" 6.9" 6.4" 6.4" 12.5" 14.5" 7.3" 7.7" 625" 11.6" 4.9" 6.0" 625" 9.8" 3.8" 5.1" 625" 9.1" 3.4" 4.7" 625 9.1" 3.4" 4.7" 12.5" 12:6" 6.25" 10.0" 625" 9.7" 625" 9.7" 6.25" 9.7" 125 7 16.0" 12.5" 16.0" 12.5" 15.9" 12.5" 15.9" 12.5" 15.9" 5.4" 3.8" 3.6" 3.6" 3.6" 8.8" 6.2" - 5.9" 5.9" 5.9" 7.9" 6.2" 6.0" 6.0" 6.0" 8.3" 6.6" 6.4" 6.4" 6.4" 6.25" 11:8" 5.1" 6.2" 6.25" 9.4" 3.6" 4.9" 625" 9.1" 3.4" 4.7" 6.25" 9.1" 3.4" 4.7" 6.25" 9.1" 3.4" 4.7" 1/4" x 2" THREAD 39 PENETR. LAG SCREW 49 58 Tcap (lb) = 359.53 72 Vcap (lb) = 82.97 130 0.75" EDGE DISTANCE 12.5" 16.0" 16.0" 7.5" 12.5" 16.0" 16.0" 6.0" 12.5" 16.0" 14 5.1" 12.5" 16.0" 9.6" 4.1" 12.5" 16.0" 6.0" t114 x 1 -1/2" THREAD 39 12.5" 16.0" 16.0" PENETR. WOOD SCREW 49 12.5" 16.0" 13.6" 58 12.5" 16.0" 9.3" Tcap (Ib) = 234.00 72 12.5" 14.2" 6.3" Vcap (Ib) = 96.74 130 6.25" 10.4" 3.9" 7/16" x 5/8" EMBED 39 12.5" 16.0" 16.0" BRASS BUSHING & 49 12.5" 16.0" 13.5" 1/4 -20 SCREW * 58 12.5" 16.0" 9.2" Tcap (Ib) = 231.50 72 12.5" 14.0" 6.2" Vcap (lb) = 232.50 130 6.25" 10.3" 3.8" %'•ii 12.5" 16.0" 12.8" 4.8" 12.5" 16.0" 8.6" 3.8" 12.5" 16.0" 6.6" 3.2" 12.5" 16.0" 6.0" 12.5" 16.0" 6.0" 7.7" 12.5" 16.0' 8.3" 6.1" 12.5" 13.7' 5.6" 5.1" 6.25" 11.2" 4.3" 4.1" 625" 10.4" 3.9" 625' 10.4" 3.9" 13.0" 12.5" 16.0" 8.3" 10.3" 12.5" 13.1" 5.5" 8.7" 625" 11.1" 4.3" 6.9" 6.25" 10.3" 3.8" 5.0" 6.25" 10.3" 3.8" 4.8" 3.8" 3.2" 8.1" 6.4" 5.4" 5.0" 5.0" 12.5" 16.0" 8.9" 3.9" 125" 16.0" 6.3" 3.1" 12.5" 16.0" 6.0" 12:5" 16.0" 6.0" 12.5" 16.0" 6.0" 12.5" 13.5" 5.8" 625" 10.7" 4.1" 6.25" 10.4" 3.9" 6.25" 10.4" 3.9" 6.25 " 10.4" 3.9" 12.5" 13.4" 5.7" 6.25" 10.6 "..4.0" 6.25" 10.3" 3.8" 6.25" 10.3" 3.8" 6.25" 10.3" 3.8" 3.9" 3.1" 6.6" 52" 5.0" 5.0" 5.0" ANCHOR NOTES: I. 5FAN5 AND LOADS 51-10,W HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE 5TO "1 PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN MAX ALLOWABLE SPAN SCHEDULE (TABLE 2. ENTER ANCHOR SCI -EDULE BASED ON THE EX15T!NG STRUCTURr MATERIAL ! ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIC-N LOAD ON SHUTTER AND SELECT SPAN GR THAN OR =OVAL TO SHUTTER SPAN. 3. SELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON 5'-IEETS 2 1 3 FOR IDENTFICATION OF CONNECTION TYPE). 4. ANCHORS 51-IALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RE=COf d"1 ENDATIONS. 5. 1.1A -4E EXISTING 5T TUf 15 WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT =' STENERS ARE INTO ADEQUATE WOO` FRAMING MEMBERS, NOT PLYWOOD. FASTENING- TO PLYWOOD 15 ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 0 O 1/4" x 2" THREAD 39 PENETR. LAG SCREW 45 55 Tcap (Ib) = 359.53 65 Vcap (Ib) = 82.97 72 #14 x 1 -1/2" THREAD 39 PENETR. WOOD SCREW 45 55 Tcap (lb) = 234.00 65 Vcap (Ib) = 96.74 72 7/16" x 5/8" EMBED BRASS BUSHING & 1/4 -20 SCREW Tcap (Ib) = 231.50 Vcap (lb) = 232.50 39 45 * 55 65 72 0.75" EDGE DISTANCE 16.0" 16.0" 16.0" 10.6" 8.2" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0' 11.7" 6.8" 5.3" 16.0" 16.0" 16.0" 15.5" 14.Q"• 12.4" 8.5" 5.6" 4.4" 4.4" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 11.8" 6.9" 5.3" 16.0" 16.0" 16.0" 15.7" 14.2" 8.1" 5.5" 3.6" 16.0" 14.4" 11.8" 10.4" 10.4" 8.0" 5.5" 3.6" 16.0" 14.2" 11.7" ' M � 0.3 • • ••• •• • • • • 5. WHERE L AC - SC FASTEN TO NARROW FACE OF STWD FR4IMINC-. j4 51-IAL1. BE FPOCATED IN CENTER OF NOMINAL 2' X d• (MIN.) WOOD STUD ( EDGE DISTANaE 15 R.CEEPTABIIE F0 WOE) I•i2ititt�G). WOOD STUD SHALL BE 'SOUTHERN PINE' 0.055 OR GREATER DENSIT° ",,Ds _ 614A - N AN •Z^ • 4 yllf�LWS•PAN 1 _AD OR HEX • • • • • • T. * DESIGNATES 1M = OVA = • • • • • • ANCHORS. • WHICH AR_ LE `GUIREED FOR YiOUIM?N$TILLATIONS. 8. MACHINE SCREWS SHALL ;..:Ay= MINIMUM OF 4;• ENGAGEMENT OF THREADS IN EASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRU55 H OR WAFER HEAD (SIDEWALK BOLT) UN.O. 5. MINIMUM EMBEDMENT AN EDGE DISTANCE EXCLUDESr OR,O1NEe Ijl4.' GINISHiS. 10. El DESIGNATES ANCHOR CONDITIONS 1.1.4.1ICH ARE NOT 41GC TA6&EFOR UE . • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • • • •• •• ••• •. • • ••• • ► •• ► • ► • • 1/4" x 2" THREAD PENETR. LAG SCREW 39 45 55 Tcap (lb) = 359.53 65 Vcap (Ib) = 82.97 72 #14 x 1 -1/2" THREAD 39 PENETR. WOOD SCREW 45 55 Tcap (Ib) = 234.00 65 Vcap (Ib) = 96.74 72 7116" x 5/8" EMBED BRASS BUSHING & 1/4 -20 SCREW Tcap (Ib) = 231.50 Vcap (Ib) = 232.50 39 45 * 55 65 72 0.75" EDGE DISTANCE 7.5" 6.5" 5,3" 4.5" 4.1" 6.5" 5.7" 4.6" 3.9" 3.5" 7.7" 6.6" 5.4" 4.6" 4.1" 67' 5.4" 4.4" 3.7" 3.3" 13.0" 11.2" 9.7' 7.8" 7.0" 9.2" 8.0" 6.5" 5.5" 5.0" 4.9" 4.2" 3.4" 3.0" 3.0" 3.9" 3.4" 8.2" 7.1" 5.8" 5.1" 5.1" 5.8" 5.1" 4.1" 3.7' 3.7" • • • •• Approval; s(. ,pi }r vrith iLL Florida & i "g Co 2 Date -EC < 23 NORM Miami Dade Prcrisv Co ;:trot Div( By FRANK L. HENNARDO. PE. .PE0046549 03 W a W 0 Z ZZ Z W yr J � Y Zcf Q E Ov U O l') _ Z w O z W - W Z Z J W Z '. ID • • w RE VISIONS DFSCRIPTIONI DATE COVE" CO"s'FNrS I 14,02 SCALE: NT5. • DRAWN 6Y: CL bY: FLD - PRIM DAfc: 11/15 /02 DW5, •: 02- 868 -Ili SHEET: 4 OF 4 : ANCHOR SPACING SCHEDULE. ANCHOR SPACING SCI- IEDULE (INSIDE MOUNT PANELS, WALL MOUNT) ANCHOR SFACING SCHEDULE (INSIDE MOUNT PANELS, TRAP MOUNT) HOLLOW CONC BLOCK 2.0" EDGE DISTANCE 25" EDGE DISTANCE ANCHOR U SPANS UP TO 5.50 ft CONN TYPE C7 C8 SPANS UP TO 8.67 ft CONN TYPE C7 C8 CONCRETE SPANS UP TO 5.50 ft SPANS UP TO 8.67 ft SPANS UP TO 10.67 ft co R ANCHOR 9.7" LOAD CONN TYPE 16.0" CONN TYPE 11.8" CONN TYPE (MIN 3320 PSI CONC) , N 15.2" 10.8" (psf) C1 C2 C3 C4 C1 C2 C3 C4 C1 C2 C3 C4 6.0" 1/4" x 1 -3/4" EMBED 72 39 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 16:0" 16.0" 12.5" 16.0" 11.9" 13.5" 16.0" ELCO TAPCON 10.8" 49 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 11.6" 13.3" 12.5" 16.0" 8.4" 10.7" 55 (MIN 3320 PSI CONC) 12.0" 58 12.5" 16.0" 16:0" 16.0" 12.5" 16.0" 8.9" 11.1" 12.5" 16.0" 8.0" 10.3" 6.7" Tcap (Ib) = 483.00 72 72 12.5" 16.0" 13.0" 14.3" 12.5" 16.0" 8.0" 10.3" 12.5" 16.0" 8.0" 10.3" 11.6" Vcap (Ib) = 475.00 7.4" 130 12.5" 16.0" 8.0" 10.3" 12.5" 16.0" 8.0" 10.3" 12.5" 16.0" 8.0" 10.3" W 1/4'x7/8" EMBED 8.2" 39 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 15.2" 15.0" 12.5" 16.0" 10.6° 12.1" Lu ALL u - POINTS SOLID -SET LEAD SHIELD ANCHOR * 49 58 12.5" 16.0" 16.0" .12.5" 16.0" 16.0" 16.0" 16.0" 12.5° 16.0" 10.2" 12.5" 16.0" 7.9" 11.8" 9.9" 125" 16.0" 7.5" 12.5" 16:0" 7.1" 9.5" 9.2" Z Tcap (Ib) = 428 72 12.5" 16.0" 11.5" -127" 12.5" 16.0" 7.1" 92' 12.5" 16.0" 7.1" 9.2" 0 0 Vcap (Ib) = 429 130 12.5" 16.0" 7.1" 92' 125" 16.0" 7:1" 9.2" 12.5" 16.0" 7.1" 9.2" 1/4" x 2" EMBED 39 12.5" 16.0" 16:0" 16.0" 12.5" 16.0" 13.3" 15.7" 12.5" 16.0" 9.2" 12.6" ELCO PANELMATE 49 12.5" 16.0" 16.0" 16.0" 12.5" 16.0"' 8.9" 12.4" 12.5" 16.0" 6.5" 9.9" (MIN 3350 PSI CONq * 58 12.5" 16.0" 14.9" 16.0" 12.5" 16.0" 6.9" 10.4" 12.5" 16.0" 62' 9.6" Tcap (lb) = 372.00 72 12.5" 16.0" 10.0" 13.3" 12.5" 16.0" 62' 9.6" 12.5" 16.0" 6.2" 9.6" Vcap (lb) = 565.00 130 12.5" 16.0" 6.2" 9.6"'_ 16.0" 67' 9.6" 12.5" 16.0" 6.2" 9.6" 1/4" x 1 -1/4' EMBED ELCO TAPCON Tcap (lb) = 218.00 Vcap (Ib) = 398.00 1/4 "x7/8" EMBED ALL- POINTS SOUD -SET LEAD SHIELD. ANCHOR * Tcap (Ib) = 358 Vcap (ib) =149 39 49 58 72 130 39 49 58 72 130 12.5" 16.0". 16.0" 15.8" 12.5" 16.0" 12.7" 12.5" 12.5" 16.0" 8.7" 10.5" 12.5" 13.2" 5.9" 8.3" 6.25" 9.7" 3.6" 6.0" 12:5" 16.0" 16.0" 16.0" 12.5" 16.0" 16.0" 13.1" 12.5" 16.0" 14.3" 11.0" 12.5" 16.0" 9.6" 8.8" 12.5" 15.9" 5.9" 6.4" 1/4" x 1 -1/4" EMBED ELCO PANELMATE Tcap (ib) = 204.75 Vcap (Ib) = 233.50 39 49 * 58 72 130 12.5" 16.0" 16.0" 12.2" 12.5" 16.0" 11.9" 9.7" 12.5" 15.4" 8.2" 8.1" 6.25" 12.4" 5.5" 6:5" 6.25" 9.1" 3.4" 4.7" _ 12.5" '15.5" 7.8" 625" 12.3" 5.7' 625" 10.4" 4.0" 625" 9.7" 3.6" 6.25" 9.7" 3.6" 12.5" 16.0" 12.7" 12.5" 16.0" 8.5" 12.5" 16.0" 6.6" 12.5" 15.9" 5.9" 12.5" 15.9" 5.9" 9.9" 7.7" 6.5" 6.0" 6.0" 10.3" 8.2" 6.9" 6.4" 6.4" 12.5" 14.5" 7.3" 7.7" 625" 11.6" 4.9" 6.0" 625" 9.8" 3.8" 5.1" 625" 9.1" 3.4" 4.7" 625 9.1" 3.4" 4.7" 12.5" 12:6" 6.25" 10.0" 625" 9.7" 625" 9.7" 6.25" 9.7" 125 7 16.0" 12.5" 16.0" 12.5" 15.9" 12.5" 15.9" 12.5" 15.9" 5.4" 3.8" 3.6" 3.6" 3.6" 8.8" 6.2" - 5.9" 5.9" 5.9" 7.9" 6.2" 6.0" 6.0" 6.0" 8.3" 6.6" 6.4" 6.4" 6.4" 6.25" 11:8" 5.1" 6.2" 6.25" 9.4" 3.6" 4.9" 625" 9.1" 3.4" 4.7" 6.25" 9.1" 3.4" 4.7" 6.25" 9.1" 3.4" 4.7" 1/4" x 2" THREAD 39 PENETR. LAG SCREW 49 58 Tcap (lb) = 359.53 72 Vcap (lb) = 82.97 130 0.75" EDGE DISTANCE 12.5" 16.0" 16.0" 7.5" 12.5" 16.0" 16.0" 6.0" 12.5" 16.0" 14 5.1" 12.5" 16.0" 9.6" 4.1" 12.5" 16.0" 6.0" t114 x 1 -1/2" THREAD 39 12.5" 16.0" 16.0" PENETR. WOOD SCREW 49 12.5" 16.0" 13.6" 58 12.5" 16.0" 9.3" Tcap (Ib) = 234.00 72 12.5" 14.2" 6.3" Vcap (Ib) = 96.74 130 6.25" 10.4" 3.9" 7/16" x 5/8" EMBED 39 12.5" 16.0" 16.0" BRASS BUSHING & 49 12.5" 16.0" 13.5" 1/4 -20 SCREW * 58 12.5" 16.0" 9.2" Tcap (Ib) = 231.50 72 12.5" 14.0" 6.2" Vcap (lb) = 232.50 130 6.25" 10.3" 3.8" %'•ii 12.5" 16.0" 12.8" 4.8" 12.5" 16.0" 8.6" 3.8" 12.5" 16.0" 6.6" 3.2" 12.5" 16.0" 6.0" 12.5" 16.0" 6.0" 7.7" 12.5" 16.0' 8.3" 6.1" 12.5" 13.7' 5.6" 5.1" 6.25" 11.2" 4.3" 4.1" 625" 10.4" 3.9" 625' 10.4" 3.9" 13.0" 12.5" 16.0" 8.3" 10.3" 12.5" 13.1" 5.5" 8.7" 625" 11.1" 4.3" 6.9" 6.25" 10.3" 3.8" 5.0" 6.25" 10.3" 3.8" 4.8" 3.8" 3.2" 8.1" 6.4" 5.4" 5.0" 5.0" 12.5" 16.0" 8.9" 3.9" 125" 16.0" 6.3" 3.1" 12.5" 16.0" 6.0" 12:5" 16.0" 6.0" 12.5" 16.0" 6.0" 12.5" 13.5" 5.8" 625" 10.7" 4.1" 6.25" 10.4" 3.9" 6.25" 10.4" 3.9" 6.25 " 10.4" 3.9" 12.5" 13.4" 5.7" 6.25" 10.6 "..4.0" 6.25" 10.3" 3.8" 6.25" 10.3" 3.8" 6.25" 10.3" 3.8" 3.9" 3.1" 6.6" 52" 5.0" 5.0" 5.0" ANCHOR NOTES: I. 5FAN5 AND LOADS 51-10,W HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE 5TO "1 PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN MAX ALLOWABLE SPAN SCHEDULE (TABLE 2. ENTER ANCHOR SCI -EDULE BASED ON THE EX15T!NG STRUCTURr MATERIAL ! ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIC-N LOAD ON SHUTTER AND SELECT SPAN GR THAN OR =OVAL TO SHUTTER SPAN. 3. SELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON 5'-IEETS 2 1 3 FOR IDENTFICATION OF CONNECTION TYPE). 4. ANCHORS 51-IALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RE=COf d"1 ENDATIONS. 5. 1.1A -4E EXISTING 5T TUf 15 WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT =' STENERS ARE INTO ADEQUATE WOO` FRAMING MEMBERS, NOT PLYWOOD. FASTENING- TO PLYWOOD 15 ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 0 O 1/4" x 2" THREAD 39 PENETR. LAG SCREW 45 55 Tcap (Ib) = 359.53 65 Vcap (Ib) = 82.97 72 #14 x 1 -1/2" THREAD 39 PENETR. WOOD SCREW 45 55 Tcap (lb) = 234.00 65 Vcap (Ib) = 96.74 72 7/16" x 5/8" EMBED BRASS BUSHING & 1/4 -20 SCREW Tcap (Ib) = 231.50 Vcap (lb) = 232.50 39 45 * 55 65 72 0.75" EDGE DISTANCE 16.0" 16.0" 16.0" 10.6" 8.2" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0' 11.7" 6.8" 5.3" 16.0" 16.0" 16.0" 15.5" 14.Q"• 12.4" 8.5" 5.6" 4.4" 4.4" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 11.8" 6.9" 5.3" 16.0" 16.0" 16.0" 15.7" 14.2" 8.1" 5.5" 3.6" 16.0" 14.4" 11.8" 10.4" 10.4" 8.0" 5.5" 3.6" 16.0" 14.2" 11.7" ' M � 0.3 • • ••• •• • • • • 5. WHERE L AC - SC FASTEN TO NARROW FACE OF STWD FR4IMINC-. j4 51-IAL1. BE FPOCATED IN CENTER OF NOMINAL 2' X d• (MIN.) WOOD STUD ( EDGE DISTANaE 15 R.CEEPTABIIE F0 WOE) I•i2ititt�G). WOOD STUD SHALL BE 'SOUTHERN PINE' 0.055 OR GREATER DENSIT° ",,Ds _ 614A - N AN •Z^ • 4 yllf�LWS•PAN 1 _AD OR HEX • • • • • • T. * DESIGNATES 1M = OVA = • • • • • • ANCHORS. • WHICH AR_ LE `GUIREED FOR YiOUIM?N$TILLATIONS. 8. MACHINE SCREWS SHALL ;..:Ay= MINIMUM OF 4;• ENGAGEMENT OF THREADS IN EASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRU55 H OR WAFER HEAD (SIDEWALK BOLT) UN.O. 5. MINIMUM EMBEDMENT AN EDGE DISTANCE EXCLUDESr OR,O1NEe Ijl4.' GINISHiS. 10. El DESIGNATES ANCHOR CONDITIONS 1.1.4.1ICH ARE NOT 41GC TA6&EFOR UE . • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • • • •• •• ••• •. • • ••• • ► •• ► • ► • • 1/4" x 2" THREAD PENETR. LAG SCREW 39 45 55 Tcap (lb) = 359.53 65 Vcap (Ib) = 82.97 72 #14 x 1 -1/2" THREAD 39 PENETR. WOOD SCREW 45 55 Tcap (Ib) = 234.00 65 Vcap (Ib) = 96.74 72 7116" x 5/8" EMBED BRASS BUSHING & 1/4 -20 SCREW Tcap (Ib) = 231.50 Vcap (Ib) = 232.50 39 45 * 55 65 72 0.75" EDGE DISTANCE 7.5" 6.5" 5,3" 4.5" 4.1" 6.5" 5.7" 4.6" 3.9" 3.5" 7.7" 6.6" 5.4" 4.6" 4.1" 67' 5.4" 4.4" 3.7" 3.3" 13.0" 11.2" 9.7' 7.8" 7.0" 9.2" 8.0" 6.5" 5.5" 5.0" 4.9" 4.2" 3.4" 3.0" 3.0" 3.9" 3.4" 8.2" 7.1" 5.8" 5.1" 5.1" 5.8" 5.1" 4.1" 3.7' 3.7" • • • •• Approval; s(. ,pi }r vrith iLL Florida & i "g Co 2 Date -EC < 23 NORM Miami Dade Prcrisv Co ;:trot Div( By FRANK L. HENNARDO. PE. .PE0046549 03 W a W 0 Z ZZ Z W yr J � Y Zcf Q E Ov U O l') _ Z w O z W - W Z Z J W Z '. ID • • w RE VISIONS DFSCRIPTIONI DATE COVE" CO"s'FNrS I 14,02 SCALE: NT5. • DRAWN 6Y: CL bY: FLD - PRIM DAfc: 11/15 /02 DW5, •: 02- 868 -Ili SHEET: 4 OF 4 : ANCHOR SPACING SCHEDULE. ANCHOR SPACING SCI- IEDULE (INSIDE MOUNT PANELS, WALL MOUNT) ANCHOR SFACING SCHEDULE (INSIDE MOUNT PANELS, TRAP MOUNT) HOLLOW CONC BLOCK 2.0" EDGE DISTANCE I EXIST. STRUCT. ANCHOR LOAD (psf) SPANS UP TO 5.50 ft CONN TYPE C7 C8 SPANS UP TO 8.67 ft CONN TYPE C7 C8 CONCRETE 1/4" x 1 -3/4" EMBED 39 16.0" 15.3" 13.6" 9.7" ELCO TAPCON 45 16.0" 13.2" 11.8" 8.4" (MIN 3320 PSI CONC) 55 15.2" 10.8" 9.6" • 6.9" Tcap (Ib) = 386.40 65 12.9" 9.2" 8.5" 6.0" Vcap (Ib) = 380.00 72 11.6" 8.3" 8.5" 6.0" 114 "x7/8" EMBED 39 16.0" 16.0" 15.2" 10.8" ALL- POINTS SOUD -SET 45 16.0" 14.7" 13.7' 9.3" LEAD SHIELD ANCHOR * 55 16.0" 12.0" 10.8" 7.6" Tcap (Ib) = 428 65 14.4" 10.2" 9.5" 6.7" Vcap (lb) = 429 72 13.0" 9.2" 9.5" 6.7" 1/4" x 2" EMBED 39 16.0" 11.6" - 10.3" 7.4" ELCO PANELMATE 45 14.1" 10.1" 8.9" 6.4" (MIN 3350 PSI CONC) * 55 11.5" 8.2" 7.3" 5.2" Tcap (lb) = 297.60 65 9.7" 7.0" 6.4" 4.6" _ Vcap (Ib) = 282.50 72 _ 8.8" 6.3" _ 6.4" 4.6" 1/4" x 1 -1/4' EMBED ELCO TAPCON Tcap (lb) = 218.00 Vcap (Ib) = 398.00 1/4 "x7/8" EMBED ALL- POINTS SOUD -SET LEAD SHIELD. ANCHOR * Tcap (Ib) = 358 Vcap (ib) =149 39 49 58 72 130 39 49 58 72 130 12.5" 16.0". 16.0" 15.8" 12.5" 16.0" 12.7" 12.5" 12.5" 16.0" 8.7" 10.5" 12.5" 13.2" 5.9" 8.3" 6.25" 9.7" 3.6" 6.0" 12:5" 16.0" 16.0" 16.0" 12.5" 16.0" 16.0" 13.1" 12.5" 16.0" 14.3" 11.0" 12.5" 16.0" 9.6" 8.8" 12.5" 15.9" 5.9" 6.4" 1/4" x 1 -1/4" EMBED ELCO PANELMATE Tcap (ib) = 204.75 Vcap (Ib) = 233.50 39 49 * 58 72 130 12.5" 16.0" 16.0" 12.2" 12.5" 16.0" 11.9" 9.7" 12.5" 15.4" 8.2" 8.1" 6.25" 12.4" 5.5" 6:5" 6.25" 9.1" 3.4" 4.7" _ 12.5" '15.5" 7.8" 625" 12.3" 5.7' 625" 10.4" 4.0" 625" 9.7" 3.6" 6.25" 9.7" 3.6" 12.5" 16.0" 12.7" 12.5" 16.0" 8.5" 12.5" 16.0" 6.6" 12.5" 15.9" 5.9" 12.5" 15.9" 5.9" 9.9" 7.7" 6.5" 6.0" 6.0" 10.3" 8.2" 6.9" 6.4" 6.4" 12.5" 14.5" 7.3" 7.7" 625" 11.6" 4.9" 6.0" 625" 9.8" 3.8" 5.1" 625" 9.1" 3.4" 4.7" 625 9.1" 3.4" 4.7" 12.5" 12:6" 6.25" 10.0" 625" 9.7" 625" 9.7" 6.25" 9.7" 125 7 16.0" 12.5" 16.0" 12.5" 15.9" 12.5" 15.9" 12.5" 15.9" 5.4" 3.8" 3.6" 3.6" 3.6" 8.8" 6.2" - 5.9" 5.9" 5.9" 7.9" 6.2" 6.0" 6.0" 6.0" 8.3" 6.6" 6.4" 6.4" 6.4" 6.25" 11:8" 5.1" 6.2" 6.25" 9.4" 3.6" 4.9" 625" 9.1" 3.4" 4.7" 6.25" 9.1" 3.4" 4.7" 6.25" 9.1" 3.4" 4.7" 1/4" x 2" THREAD 39 PENETR. LAG SCREW 49 58 Tcap (lb) = 359.53 72 Vcap (lb) = 82.97 130 0.75" EDGE DISTANCE 12.5" 16.0" 16.0" 7.5" 12.5" 16.0" 16.0" 6.0" 12.5" 16.0" 14 5.1" 12.5" 16.0" 9.6" 4.1" 12.5" 16.0" 6.0" t114 x 1 -1/2" THREAD 39 12.5" 16.0" 16.0" PENETR. WOOD SCREW 49 12.5" 16.0" 13.6" 58 12.5" 16.0" 9.3" Tcap (Ib) = 234.00 72 12.5" 14.2" 6.3" Vcap (Ib) = 96.74 130 6.25" 10.4" 3.9" 7/16" x 5/8" EMBED 39 12.5" 16.0" 16.0" BRASS BUSHING & 49 12.5" 16.0" 13.5" 1/4 -20 SCREW * 58 12.5" 16.0" 9.2" Tcap (Ib) = 231.50 72 12.5" 14.0" 6.2" Vcap (lb) = 232.50 130 6.25" 10.3" 3.8" %'•ii 12.5" 16.0" 12.8" 4.8" 12.5" 16.0" 8.6" 3.8" 12.5" 16.0" 6.6" 3.2" 12.5" 16.0" 6.0" 12.5" 16.0" 6.0" 7.7" 12.5" 16.0' 8.3" 6.1" 12.5" 13.7' 5.6" 5.1" 6.25" 11.2" 4.3" 4.1" 625" 10.4" 3.9" 625' 10.4" 3.9" 13.0" 12.5" 16.0" 8.3" 10.3" 12.5" 13.1" 5.5" 8.7" 625" 11.1" 4.3" 6.9" 6.25" 10.3" 3.8" 5.0" 6.25" 10.3" 3.8" 4.8" 3.8" 3.2" 8.1" 6.4" 5.4" 5.0" 5.0" 12.5" 16.0" 8.9" 3.9" 125" 16.0" 6.3" 3.1" 12.5" 16.0" 6.0" 12:5" 16.0" 6.0" 12.5" 16.0" 6.0" 12.5" 13.5" 5.8" 625" 10.7" 4.1" 6.25" 10.4" 3.9" 6.25" 10.4" 3.9" 6.25 " 10.4" 3.9" 12.5" 13.4" 5.7" 6.25" 10.6 "..4.0" 6.25" 10.3" 3.8" 6.25" 10.3" 3.8" 6.25" 10.3" 3.8" 3.9" 3.1" 6.6" 52" 5.0" 5.0" 5.0" ANCHOR NOTES: I. 5FAN5 AND LOADS 51-10,W HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE 5TO "1 PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN MAX ALLOWABLE SPAN SCHEDULE (TABLE 2. ENTER ANCHOR SCI -EDULE BASED ON THE EX15T!NG STRUCTURr MATERIAL ! ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIC-N LOAD ON SHUTTER AND SELECT SPAN GR THAN OR =OVAL TO SHUTTER SPAN. 3. SELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON 5'-IEETS 2 1 3 FOR IDENTFICATION OF CONNECTION TYPE). 4. ANCHORS 51-IALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RE=COf d"1 ENDATIONS. 5. 1.1A -4E EXISTING 5T TUf 15 WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT =' STENERS ARE INTO ADEQUATE WOO` FRAMING MEMBERS, NOT PLYWOOD. FASTENING- TO PLYWOOD 15 ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 0 O 1/4" x 2" THREAD 39 PENETR. LAG SCREW 45 55 Tcap (Ib) = 359.53 65 Vcap (Ib) = 82.97 72 #14 x 1 -1/2" THREAD 39 PENETR. WOOD SCREW 45 55 Tcap (lb) = 234.00 65 Vcap (Ib) = 96.74 72 7/16" x 5/8" EMBED BRASS BUSHING & 1/4 -20 SCREW Tcap (Ib) = 231.50 Vcap (lb) = 232.50 39 45 * 55 65 72 0.75" EDGE DISTANCE 16.0" 16.0" 16.0" 10.6" 8.2" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0' 11.7" 6.8" 5.3" 16.0" 16.0" 16.0" 15.5" 14.Q"• 12.4" 8.5" 5.6" 4.4" 4.4" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 11.8" 6.9" 5.3" 16.0" 16.0" 16.0" 15.7" 14.2" 8.1" 5.5" 3.6" 16.0" 14.4" 11.8" 10.4" 10.4" 8.0" 5.5" 3.6" 16.0" 14.2" 11.7" ' M � 0.3 • • ••• •• • • • • 5. WHERE L AC - SC FASTEN TO NARROW FACE OF STWD FR4IMINC-. j4 51-IAL1. BE FPOCATED IN CENTER OF NOMINAL 2' X d• (MIN.) WOOD STUD ( EDGE DISTANaE 15 R.CEEPTABIIE F0 WOE) I•i2ititt�G). WOOD STUD SHALL BE 'SOUTHERN PINE' 0.055 OR GREATER DENSIT° ",,Ds _ 614A - N AN •Z^ • 4 yllf�LWS•PAN 1 _AD OR HEX • • • • • • T. * DESIGNATES 1M = OVA = • • • • • • ANCHORS. • WHICH AR_ LE `GUIREED FOR YiOUIM?N$TILLATIONS. 8. MACHINE SCREWS SHALL ;..:Ay= MINIMUM OF 4;• ENGAGEMENT OF THREADS IN EASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRU55 H OR WAFER HEAD (SIDEWALK BOLT) UN.O. 5. MINIMUM EMBEDMENT AN EDGE DISTANCE EXCLUDESr OR,O1NEe Ijl4.' GINISHiS. 10. El DESIGNATES ANCHOR CONDITIONS 1.1.4.1ICH ARE NOT 41GC TA6&EFOR UE . • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • • • •• •• ••• •. • • ••• • ► •• ► • ► • • 1/4" x 2" THREAD PENETR. LAG SCREW 39 45 55 Tcap (lb) = 359.53 65 Vcap (Ib) = 82.97 72 #14 x 1 -1/2" THREAD 39 PENETR. WOOD SCREW 45 55 Tcap (Ib) = 234.00 65 Vcap (Ib) = 96.74 72 7116" x 5/8" EMBED BRASS BUSHING & 1/4 -20 SCREW Tcap (Ib) = 231.50 Vcap (Ib) = 232.50 39 45 * 55 65 72 0.75" EDGE DISTANCE 7.5" 6.5" 5,3" 4.5" 4.1" 6.5" 5.7" 4.6" 3.9" 3.5" 7.7" 6.6" 5.4" 4.6" 4.1" 67' 5.4" 4.4" 3.7" 3.3" 13.0" 11.2" 9.7' 7.8" 7.0" 9.2" 8.0" 6.5" 5.5" 5.0" 4.9" 4.2" 3.4" 3.0" 3.0" 3.9" 3.4" 8.2" 7.1" 5.8" 5.1" 5.1" 5.8" 5.1" 4.1" 3.7' 3.7" • • • •• Approval; s(. ,pi }r vrith iLL Florida & i "g Co 2 Date -EC < 23 NORM Miami Dade Prcrisv Co ;:trot Div( By FRANK L. HENNARDO. PE. .PE0046549 03 W a W 0 Z ZZ Z W yr J � Y Zcf Q E Ov U O l') _ Z w O z W - W Z Z J W Z '. ID • • w RE VISIONS DFSCRIPTIONI DATE COVE" CO"s'FNrS I 14,02 SCALE: NT5. • DRAWN 6Y: CL bY: FLD - PRIM DAfc: 11/15 /02 DW5, •: 02- 868 -Ili SHEET: 4 OF 4 : ANCHOR SPACING SCHEDULE. ANCHOR SPACING SCI- IEDULE (INSIDE MOUNT PANELS, WALL MOUNT) ANCHOR SFACING SCHEDULE (INSIDE MOUNT PANELS, TRAP MOUNT) HOLLOW CONC BLOCK