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WS-07-554ziO Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 :•::• gawkx3:,,;g•Ywarr,.cxtrs,+x; »:; Inspection Date: 09/10/2007 Inspector: Grande, Claudio Owner: O'CONNOR, JAMES Job Address: 746 95 Street NE Miami Shores Village, FL Project: <NONE> Contractor: GEMA CONSTRUCTION INC CL Block: Permit Type: Windows Shutters Inspection Type: Shutter Final Work Classification: Shutters Phone Number Parcel Number Lot: 1132060141900 Phone: (305)300 -6585 Building Department Comments ACCORDION SHUTTERS SEP 1 12007 Passed 1 .y Inspector Comments CREATED AS REINSPECTION FOR INSP- 48664. CREATED AS REINSPECTION FOR INSP - 43848. Corner detail on window #7 &8 is not as per approved NOA on sheet 5 of 7. 5/9/07 CG. 8/30/07 Approved permit not available for inspection, no one home. CG Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Friday, September 7, 2007 Page 1 of 2 Miami Shores Village Building Department bTo 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING �� ��" � � � '�' ` , '� Permit No. PERMIT APPLICATIONS MAR 2 1 2007 g Master Permit No. Wirs 1 5511i• FBC 2004 r Permit Type (circle): ('Building ) Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simp it.lelibler) /b - ■0 Owner's Address ? c °yir ive. 95- ,57 City /-749' qr77 ' e°f5 State d O//? Tenant/Lessee Name 4) wrier- Zip 3 / I t Phone # Job Address (where the work is being done) 740 /V E,, Q City Miami Shores Villa •e County Miami -Dade Zip F•LIS / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name Contractor's Address City 4 ,aeaci Qualifier Name eemc( /'Gfe72'caii Phone # go NE a/ 64(cte State Certificate or Registration No. State --- Zip ..,150,3-3 Phone # e 6re dam - S 5V Certificate of Competency No. Architect/Engineer's Name (if applicable) Value of Work For this Permit $ Phone # Square / Linear Footage Of Work: ° „99O. 0 Type of Work: ['Addition ElAlteration ew ❑ Repair/Replace ['Demolition Describe Work: Fees CCF $ CO/CC Technology Fee $ 0 Zoning $ Submittal Fee $ Permit Fee $ ,--,,,--1.--" J'j G!t Notary $ Training/Education Fee $ t Scanning $ J ' Radon $ Bond $ Code Enforcement $ Double Fee $ DPBR $ Structural Review. $ Total Fee Now Due $ 21131.0 APR 0 2 PAID See Reverse side -3 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage etder'e -tame (if appliable) Mortgage-Lender's` Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person . whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. /\Signature Owner or Agent The foregoing instrument was acknowledged before me this ; day of friarE/ , 204, by . inn a---0/7/°1 a r"_ who is personally known to me or who has produced FL Z2. 1 le—. As identification and who did take an oath. NOTARY P. t LIC: Sign: Print: My Commission Expir z Signature Contractor The foregoing instrument was acknowledged before me this/ day of . __ � 20 7, by a /(0 as-6770 , who is person. own to me or who has produced as identification and who did take an oath. NOTARY PUBL o CLARA ELENA RODRIGUEZ COMMISSION # DD571418 EXPIRES: Jul 5 2010 APPLICATION APPROVED BY: (Revised 02/08/06) Sign: Print: My Commissio xplres: / Plans Examiner Engineer Zoning Jim 0' Connor 746 NE 95th Street Miami Shores, FL 33138 3 MAR 2 1 2007 BY._______o 5 7 42 x 52 79 x 52 75 x 39 74x39 38x52 38x52 75 x 52 • • • ••• • • • ••• • • • •• •• • • • • • • • • • ••• • • • • • • • • • ••• • • • • ••• • •• • • • • ••• • • • •••• • • • • • • • • • • • • • • • • • • • • ••• •••• • • • • • • • • ••• ••• • • •• • • • •. •. •• • •••.•... • ...••• • _• •• • • • •••••• • patio Door No shutter 2 Door No shutter 37x40 10 No shutter 75 x 39 No shutter 37 x 39 37x39 37 x39 11 12 1 No shutter - BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION • • •• •• • • • • • • • ••• • • • • • • • • • ••• • . • • ••• • • NOTICE OF ACCEPTANCE (NOA) :•: •;' • ••: •o Guardian Hurricane Protection Products, Inc. '7211 N.W. 790 Terrace Miami, Florida 33166 SCOPE: • MIAMI -DADE COUNTY, FLORIDA : • • •: METRO -DADE FLAGLER BUILDING t40 V--• ESi SUITE 1603 MIAMI; PLORIDA 331 0 -1563 (305) 375-2901 FAX (305) 3 5 -2908 • ••• • • • • • • • . • • • • • • • ••• ••• • • • • • •• • • • •• ••• •• • • • • • • • •• • • • • • • • • • •• • • • • • ••• •• This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The. Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and. the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is 'determined b.y Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. • This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: HT -100 / Aluminum Accordion Shutter APPROVAL DOCUMENT: Drawing No. 03 -814, titled ".HT 100 Accordion Shutter ", sheets 1 through 7 of 7, prepared by Knezevich & Associates, Inc., dated October 17, 2002, last revision #1 dated December 4, 2002, bearing-the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with 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 orchange 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. Harty portion of the NOA is displayed, then it shall tie done in its entirety. INSPECTION: A copy of this entire NOA shrill 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 N.OA revises & renews NOA # 02- 0605.07 & consists of this page 1 & approval.document mentioned above The submitted documentation was reviewed by Helmy A. Makar, P,E. NOA No 03 -0717.01 084.7 /03 Expiration Date: 08/24/2008 / Approval Date: 08/27/2003 • \,�. NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION ERMIT NO. TAX FOLIO NO. iIIIIIIIIhI11111111I1111111111I11IIII CF-14 21-107R0330951 OR 0f Bk 25447 Ps 2411; RECORDED 04/02/2007 HARVEY RUVII4v CLERK MIAuI -DARE COUNTY LAST PAGE !VIII (iris) 10 =4621 OF COURT FLORIDA TATE OF FLORIDA: ;OUNTY OF MIAMI -DADE: HE UNDERSIGNED hereby gives roperty, and in accordance with i provided in this Notice of Commencement. . Legal description of property )1/i al14I 5-h ero, notice that improvements will be made to certain real Chapter 713, Florida Statutes, the following information and street/address: ; E . /'104C . 7`r( NCB q5 ,t . sZ r 33/3 I - !. Description of improvement: /--hi rr, !4I'LC St iti -R&' S 3. Owner(s) name and address: -7/14 /Q"! / SY/al/V / # Vies t CI S, 33 /3. g nterest in property: OW ri .R.y / P c t� • ti dame and address of fee simple titleholder: 4. C tractor's .name and address: C 5. Surety: (Payment bond re Name and address:-- - -�T�" Amount of bond $ '114 .0" an ! 2 (Ov1 , 4, , A) ;:- 33733 T �ROA, COUNTY OF DADE V C Wit), wired by owner from contl�if+j IFY that this is �rrgrnat riled this Nice 90 a free ,, ')' or the day Of I. r t Orcial ' Seaf �1 is Cuts p�4 o 6. Lender's name and address: W, tT: NEZ1 S . my N enCd LEanRd _ �, a •■ 7. Persons within the state of Florida designated by Owner upon whom notices or other doc`nts may be s 'provided by Section 713.13( )(a7., Florida Statutes, Name and address: �(��v' /I // =rued as 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), Florid Statutes. Name and address: Arfi • 9. Expiration date of this Notice of Commencement:. (the expiration date is 1 year from the date of recording unless a di t �; . •reified) Prepared by C-knL L%L Sign -. ure of Owner Pri t Owner's Name /nZ V &nal,- Sworn to and subscribed before Notary Public /! 4'_.z Print Notary's Name me this J/ day of -744.07-644 , 20ai.. Address: 7005- Ef%®u LJ `fl71GVh,,,, -e 33/�� I '` iiB�rm �� �.. .•�� Sri � T. 1 ... .. My commission expires: ryipk �'o►ao��' EXPIRES: July 5,2010 r 1 407) 398-0153 Florida Notary Service. -• nti i4 j i Sf- r 3 HEADE OMOUNT 1 SCALE: HALF S 3.993 ". ' 5 4.47r ADAPTER SLAT SCALE: HALF SIZE 45 4,078" 4.534" ®TYp. SLATS, SCALE: HALF SIZE GENERAL NOTES; 1. THESE APPROVAL DOCUMENTS REPRESENT A SHUTTER SYSTEM ANALYZED WITH THE PROVISION SET FOR THE ISSUANCE OF A NOTICE OF ACCEPTANCE (NOAI BY MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION FOR THE FLORIDA BUILDING CODE, 2001. 2. TO VERIFY THAT THE ANCHORS AS TESTED. ARE NOT OVERSTRESSED IN THESE APPROVAL DOCUMENTS, NO INCREASE 1N ALLOWABLE STRESS WAS USED IN THE FASTENER ANALYSIS. 3. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING. THESE DOCUMENTS IN. ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING W WIND VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2001 A DIRECTIONALITY FACTOR OF Kd =0.85 SHALL BE USED. +. THESE APPROVAL DOCUMENTS ARE GENERIC AND DO NOT INCLUDE INFORMATION FOR SITE- SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM. 5. THESE APPROVAL. DOCUMENTS COMPLY WITH CHAPTER 61G15 -23 OF THE FLORIDA ADMINISTRATIVE CODE. 6. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS' DETAILED HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. - 7. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVALDDCUMENTS WILL VOID THE APPROVAL DOCUMENTS. - 8. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS, 7HE BUILDING OFFICIiL MAY ELECT ONE OF THE FOLLOWING OPTIONS: •A) REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED, SIGNED DATED AND SEALED BY A LICENSED" ENGINEER OR REGISTERED ARCHITECT, WHICH DETAIL AND JUSTIFY THE DEVIATION. SAID DOCUMENTS SHALL BE SUBMITTED 113 THE PRODUCT ENGINEER FOR REVIEW AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS /HER APPROVAL. B) REQUIRE THAT A ONE -TIME SITE SPECIFIC APPROVAL BE APPLIED FOR AND SECURED FROM THE MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION. WHEN THE SITE CONDITION DEVIATIONS OCCUR WITHIN THE HIGH VELOCITY HURRICA ZONE AREAS, ONLY OPTION "B" SHALL BE ACCEPTED BY THE BUILDING OFFICIAL. 9. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED AS FOLLOWS: GUARDIAN HURRICANE PROTECTI N PRODUCTS, INC. MIAMI. FLORIDA MIAMI -DADE COUNIY PRODUCT APPROVED 10. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM AT CENTER OR SIDE CLOSURE WITHIN 18" OF CENTER IVERT.). LOCKING MECHANISM SHALL BE LOCKED TO PROVIDE HURRICANE PROTECTION. 11. STORM SHUTTER EXTRUSIONS SHOWN SHALL BE 6063 -T6 ALUMINUM ALLOY, U.O,N. CO 12. ALL SCREWS AND BOLTS TO BE 2024 -14 ALUMINUM ALLOY STAINLESS STEEL, N ORF RIVf�IZZ O STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.S.I., U.O.N. 7c BE 3/16 "0. 5052 ALUM. ALLOY, U.O.N. 13. TOP AND BOTTOM DETAILS HAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. 14. FLOOR TRACKS MAY BE REMOVABLE AT NON- STACKING LOCATIONS. USE REMOVABLE ANCHORS SUCH AS POWERS CALK -IN ANCHORS. 15. THIS SHUTTER SYSTEM IS PATENTED WITH THE U.S. PATENT AND TRADEMARK OFFICE, PATENT No. 5.75 5.270. ()BUILD-OUT WALL HEADER SCALE: HALF SIZE m N 0 0 0 2.775" It1 =.0 5" 097" (SILL -WALL MOUNTED (ADJ, SILL -TOP 3 SCALE: HALF SIZE (D ADJ. HALF SIZE 1.391" 1.891" O CENTER MATE 1 SCALE: HALF SIZE 12" MIN. -5" MAX.1 ANGLE SCALE: HALF SIZE O N a .1� OOENTER MATE 2 SCALE: HALF SIZE STAINLESS STEEL 4 ASSEMBLY .320 "95 HOLE NYLON .WHEE J RIVETED IN I I PLACE 1 1 i I I .251" I, 1.100" m '0 h7 TYP. AT EVERY OTHER INSIDE JOINT AT TOP. ROLLER ASSEMBLY 1M230" 300 MAX. TOP BOA MMAX' CARRIER 0 m N 050" .025 ITYP 1 1.250" 1 ®90. END SLAT SCALE: HALF SIZE 1.25V =.136" I' in .055" , -.250" .500" . / / 3.283" ADJ. SILL -BOT. ALTERNATIVE SCALE: HALF SIZE 5d SCALE: SIZE ®FLAT : END SLAT 3.465" 3.245" .060" )60 I .080 " 250�{+ in " O N .949" 1.391" 1.891" O 4 m (CENTER MATE 1 (W/ LOCKING ROD) SCALE: HALF SIZE .485" 15" 3.267" O J 0' 0 .510" I.O. .630" O.D .165" I.D. .285" 0. m N $625" .060' 1. 1.039" :060" iC 60" .345" . m 0 N .095" 42 .942 1 .659" 2.101" G CENTER MATE 2 (W/ LOCKING ROD) SCALE: HALF SIZE 1 1 1 1 1 1 230" MAX. 12 BUSHINGS SCALE: rULis E 1 4'51.'0" . 1 4500" (OPTIONAL) ®LOCKING CLIP SCALE: HALF SIZE 1111 =.055;1 .076 WALKOVER S-11. OFLOOR MOLINTED SCALE: HALF SIZE .360" 110550'; 0 r r 0 m 1150" 1/8' THICK STAINLESS STEEL INSERT LOCKING ARM ALIGNMENT ®BUSHING (NYLON) t = :200" INSIDE HANDLE SHIM (NYLON) SCALE: HALF SIZE LOCKING ARM PRODUCT REVISED as complying with the Florida guiding Code Acceptance No03 -O -7% •O) . Expiration Date 0 2.o 08 B)' t/ Miami D c Product Control Division in � 8 oa v 5 tt ,1 spa a • N m m g N z Es � N C cc W 0� 0 In rQ p I° 0 ( v. w ., 7211 N.W.79TH TERRACE MIAMI, FLORIDA 33166 TEL: (305) 994 -7839 Fax: (305) 994 -3530 VJ. KNEZEVIC:H PROFESSIONAL ENGINEER FL Uanue 17d✓II 001090.1 visions d•serio<I•n v. w ., 4 b 1 NN 0 co 0 O * . a; d ` e : J 0 0 a_ data 10/17/200] seal. dra.+n•GF AS NOSED ,I. HCR design ey 1 checHSd 6) vnc) V;rc drawing no. 03 -814 Sheet 1 of 7 E N iji .0 r) 0 0 N N co 0 c 0 0 VARIES - NO LIMIT SECTION TOP TRACK • ••• • • • ••• •• • • • •• •• • • • • • • • • • • • • ••• • • • • • • • • • • • ••. • • • • ••• BOTTOM TRACK ALT. LOCATIO OF' LOCKING MECHANIST AT SIDE • • •••• • • • \ • • • • • • ••• ••. • • • • • • • • LOCKING MECHANISM CAN BE t 18" ABOVE OR BELOW CENTER (SEE GENERAL NOTE 10) TYPICAL. ELEVATION N.T.S. FASTENER (n1 24" O.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE , ANCHOR). F IN. SHUTTER SEPAR N EE SCHED E EET 5). DtST TO BE MEASURED FROM B CK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE. USED WITH PIECES 0 AND LOCKING PIN SCALE: 1 -1/2" . 1' -0" FASTENER (nl 24" O.C. (SEE ANCHOR SCHEDULE AOR ANY ACCEPTABLE NCHOR). 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 OR OUTSIDE OF SHUTTER 2 -1/4' NYLON HANDLE (DOES NOT REPLACE SINGLE ARM LOCI® OPTIONAL CLOSER HANDLE N.T.S. SINGLE ARM LOCK N.T.S. 2" MI u 0 m (T 0 P.) ® l�7tlfl 14 . 0 1m SINGLE ARM LOCKING �j MECHANISM AT CENTER • OR SIDE OF SHUTTER. OCK.MAY BE INSTALLED INSIDE OR OUTSIDE +-., UTTER TYPICAL PLAN SCALE: �" - ra 3/4" MIN. SrEE FASTENER SCHEDULE t 1 -1/2" MAX. YP.) 6 -1/2" 0 0 4) u 1 "x1 "x1 /6" ALUM. ANGLE W/ 3/16 "to POP RIVETS (la 6" O.C: a55EF1BLY OPTIONAL ACCESS HOLE EXISTING STRUCTURE NYLON HANDLE (DOES NOT REPLACE SINGLE ARM LOCK) OPTIONAL CLOSER HANDLE N.T .S. FASTENER @ 24" O.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). CARRIER BUSHING Z® r7/16" 0.D.� 0.63" LONG NYLON ir BUSHING VI 111111111111111111111 •o #10 x 2" SMS. MANUFACTURED FROM 14410HT OR 18 -8 STAINLESS W/ XYLAN 5200 FLUOROCARBON STEEL W/ XYLAN 5200 FLUOROCARBON COATING & .460 "0 x .050" THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP & BOTTOM) MIN. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET 5). DISTANCE TO BE MEASURED FROM BACK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE. (TYP.) 3/6" O.D. x 0.90" LONG NYLON BOTTOM BUSHING @ #10 x 3" SMS. MANUFACTURED FROM #410HT STAINLESS STEEL W/ XYLAN 5200 FLUOROCARBON COATING & .460 "O x .050" THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP & BOTTOM) SCREW BUSHING & ROLLER/ BUSHING ASSEMBLY SCALE: HALF SIZE FASTENER @ 24" O.C. (SEE ANCHOR SCHEDULE 2• MI FOR ANY ACCEPT ABLE t ANCHOR). azawrommunoroma 14 EXISTING GLASS- 1j2iMMEM•arlf:lk "4\N, 1/1/1. "1.'407 �1I III iiil•101n1 ;, SINGLE ARM LOCKING 4 MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER SCALE: 3" = 3/4" MIN. SEE FASTENER SCHEDULE 1 -1/2" MAX. 1 "x1 "x1/ 3/16 "m POP 0 (TYP.) 6 -1/2" OPTIONAL PLAN VIEW SCALE: 3" o T -0" SS•EPIHLY OPTIONAL LOCATION C5 CONNECTION TYPE el %W N W W 1- 0 Q o. —0 •r, d 0 mc <C„`", =z >? Li., W N ZZ SL O V N a u 0 a S v N W tn 2 X02 i a W 011 01 z 1- is I In . SCHEDULE FOR MAX. SPACING EXISTING STRUCTURE c r 1.. OPTIONAL ` JOINT BETWEEN B DRILL 5/8 "0 HOLE FROM JOINT B BOTTOM OF EXTRUSION® REMOVABLE AND SILL BEFORE ASSEMBLY FOR TRUSS HEAD BOLT (TYP.) PLAN VIEW SEE SECTION B ON SHEET 3 FOR COMPLETE INFORMATION C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING SECTION S REMOVABLE FLOOR TRACK DETAIL PLAN VIEW JOINT BETWEEN REMOVABLE AND FIXED SILL SEE SECTION L ON SHEET-4 FOR COMPLETE INFORMATION t4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING SECTION T OPTIONAL REMOVABLE FLOOR TRACK DETAIL SCALE : 3 "• 1'- 0" PRODUCT REVISED as complying with lbe Florida Bolding Code Acceptance islo_23:-$1.41. Eipirption DateO By Miami Da Division i'odet$ Control sheet 2 of 7 SCHEDULE FOR MAX. SPACING EXISTING STRUCTURE c r 1.. OPTIONAL ` JOINT BETWEEN B DRILL 5/8 "0 HOLE FROM JOINT B BOTTOM OF EXTRUSION® REMOVABLE AND SILL BEFORE ASSEMBLY FOR TRUSS HEAD BOLT (TYP.) PLAN VIEW SEE SECTION B ON SHEET 3 FOR COMPLETE INFORMATION C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING SECTION S REMOVABLE FLOOR TRACK DETAIL PLAN VIEW JOINT BETWEEN REMOVABLE AND FIXED SILL SEE SECTION L ON SHEET-4 FOR COMPLETE INFORMATION t4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING SECTION T OPTIONAL REMOVABLE FLOOR TRACK DETAIL SCALE : 3 "• 1'- 0" PRODUCT REVISED as complying with lbe Florida Bolding Code Acceptance islo_23:-$1.41. Eipirption DateO By Miami Da Division i'odet$ Control sheet 2 of 7 • 5 a D C 0 0 0, a "'i o' 1 a 1 a I 0 0 0 L u - 0 0 U a 0 0 Q 0 v • • EXISTING CONCRETE, MASAI: • OR WOOD STRUCTURE. SE: 1; ANCHOR SCHEDULE, TYP. • • C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDU__ • .FOR MAX.. ••• • • _ • • • • • W l7 0 SEE TA GDS ••• • • • • • •••• • •EXlST'IN••C+O• CR•TE, MASONRY :OR•WllD STRUCTURE. SEE ••tANCH$OR SCMEBW E, TYP. E0. EQ EXISTING CONCRETE, MASONR OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. • • • • •• • • • • • • ••• • -5/8" MAX. C.4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/4" MAX- • • • • • • • 3/16 "o OR 4112,: (al 6" • •TA�Lk� OR POP RIVET EK SCREW .C. (TYP.) 1/4" MAX: ASSEMBLY x 1" x 1/8" LUM. ANGLE W/ 3/16"0 POP RIVETS o(� 6" O.0 1/4" MAX. zW Q wam ►- wv1Q Ow V) QJJ XCE•10 4 XI Q E N 3/16 "0 POP RIVET @ 6" O.C. (TYP.) 1/2" C2 CONNE .r G TYPE REFE'_> "' ANCHOR LE FOR MAX. SPACING 5/8" MAX. OWALL MOUNT SECTION SCALE: 3" . 1' -0" EXISTING CONCRETE. MASONRY OR W000 STRUCTURE. SEE ANCHOR SCHEDULE, TYP.. 0 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING BUT DO NOT EXCEED 6" SPACING C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EDGE DIST- 11 CONT. - FOR LARGER SPANS E TWO 2" x 5" AL. ANGLES (SEE SCHEDULE 1 TYPE C) C2 CONNECTION TYPE REFERENCE ANCHOR C1 CONNECTION TYPE SCHEDULE FOR MAX. REFERENCE ANCHOR SPACING BUT DO NOT SCHEDULE FOR MAX, EXCEED 6 -1/2" SPACING SPACING 1/4 -20 MACHINE BOLT W/ " •_T UT (6 12" O.C. (TYP., TOP BOTTOM) -EXISTING CONCRETE, MASONRY OR W000 STRUCTURE. SEE ANCHOR SCHEDULE, TYP. OR DCSOR 1/4" MAX. OPTIONAL FASTENER LOCATION IN LIEU OF ANGLE SUPPORT - STAGGER ANCHOR 1/4" OFF CENTER 5 CONNECTION TYPE REFERENCE ANCHOR EDGE DIST - SCHEDULE FOR MAX. FDGF DIST SPACING w 0 0 w 0 ®CEILING/INSIDE MOUNT SECTION SCALE: 3" EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. EXISTING WOOD TRUSS OR RAFTER C1 CONNECTION TYPE C� 24" MAX. O.C. REFERENCE ANCHOR EXISTING WOOD OR SCHEDULE FOR MAX. STUCCO FINISH SPACING MATERIAL - (21aTYP. TOP & BOTTOM O �r-- 3-3/4" MA). r G DIRECTION\ YP.) w —1/4" to MAX. z 4.- aw VIJ m 3Q 01- J _t-1 1 XD OL R DOOR - Qw iu w'4 2" x 2" x .050" ALUM. TUBE TYP. TOP & BOTTOM ut —1/4" MAX. 1OTOP & BOTTOM C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING �. `11 CONT. - FOR LARGER SPANS E TWO 2" x 5" Al. ANGLES ISEE SCHEDULE 1 TYPE C) 5/8" MAX. BUILD -OUT MOUNT SECTION SCALE: 3" = 2' 3" 1/4 -20 MACHINE BOLT W/ 11 CONT. 0 CONT. &UB07TOM) .C. (TYP., TOP 1/2" 1 /2•..c.._..r ?_ 1/2 ". 0 CONT. OR D00R TWO 1/4 -20 MACHINE BOLTS W/ NUT OR 4114 TEK SCREW (n 12" O.C. ITYP., TOP & BOTTOM) SEE TABLE 2. 5 /8" 9- 3/16" MAX. O \ ROLLER ASSEMBLY TYP. EVERY.OTHER P 1 2" -1/2 -1/2' C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING BUT DO NOT EXCEED 8 -1/2" SPACING BUILD -OUT MOUNT SEC a ION /SCALE: 3" = 1 %0" 01- w: 0- 4 W W Iz =w a ALT. ANGLE LEG DIRECTION. REVERSED ANGLE LEG MAY BE FROM ONE ANGLE OR FROM BOTH ANGLES (TYP.). C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING BUT DO NOT EXCEED 6" SPA NG 1/2" CONT. / 1/4" MAX. zw cr QJ ma) ' =Z utQ Xa Z XU Q F M Ow JJ JD L 1/4" MAX— c EMBED. ()CONT. \- CONT. 5/8" MAX. 1/2" NOTE: BOTTOM MOUNT DETAIL MAY BE USED AT TOP. BUILD -OUT. MOUNT SECTION 4" x. 1/8" 6063 -T6 ALUM. CONTINUOUS PLATE W/ THREE 1/4 "W WOOD LAG SCREWS WITH 2 -3/4" MINIMUM THREADED PENETR. "T" IN WOOD [a7 EACH RAFTEP. OF TRUSS. 24" O.C. MAX. WHERE PLATE EXTENDS BEYOND LAST TRUSS, EXTEND PLATE TO NEXT TRUSS wo 1/4" MAX.- 4114 SMS @ 24" O.C. MAX. N BETWEEN TRUSSES 4" MAX. SEE TABLE 2 ORADOOR SEE TABLE 2 z a.- dw V1J 3Q QJ XO Qw Ev on w 2- 1/4" MAX. w l7 0 .w 1/4" MAX- EMBED. 0 CONNECTION TYPE REFERENCE ANCHOR . SCHEDULE FOR F1AX. SPACING C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 5/6" MAX. G)BUILD -OUT MOUNT SECTION l F lcrel F.'S` . r -0" PRODUCT REVISED as complying with the Florida Ridding Code Acceptance No 0 Expiration Date 0 0 og EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE. TYP. WOOD SOFFIT / G FLOOR MOUNT SECTION SCALE: 3" • 1• -0" 13y Miami Da tvdnctControl Division a•►• 10/17/2002, stole AS SISSIES dislyn by WK sheet 3 of 7j 1 i 3 5 tion s \Hi— Tech \GHPP \03 - 814 \R1 — sub \03 —b14 v4.owy v 0 U 0 0 U c EXISTING STRUCTURE 5/8" MAX. 2 "•x 3" x 1/4.- . . ... 6E063.'li6 AL7l1ta,. aN�al -F.. • • THREE -1/4 "0 THRU BOLTS 1 ". MIN. TWO 3/8 "0 POWERS CALK-IN /p 3-3/4- I MBED. IN 3 KSI CONC. WITH 4 -1/2" MIN. EDGE DIST. OR FOUR 1/4 "0 ELCO CRETE -FLE E3" O.C. W/ 1 -3/4" MBEDMENT & 2 -1/2" EDGE DIST. IN EACH ANGLE OR DOOR ALUM. BEAM & SHUTTER SCHEDULE ESCRIPTION DESCRIPTION SPAN BEAM SPAN 2.. x S.. 5. -0.. 9. -5 .. Tw = .125" 8' -0" 8' -1" Tf = .125" 10' -0" T -6" 2" x 8" 5'-0" 14' -0" 8' -0" 11' -6" Tw = .072" Tf = .224" 10' -O" 10' -4" 2" x 9" 5. -0" 15' -S" Tw = .072" 8' -0" 12' -5" Tf = .224' 10' -0" 11' -2" OR AS S • � GHERDUL &BELOW FORM 'B AI'1 DESCRIPTION& • MAX. HibRIZONT AL SPANS) o 1/4 -20 S.S. MACHINE SCREW & NUT t 12" O.C. USE THRU •,;PLUO�R ACCESS LE AS • SHOWN IN AIL(J) '. 1/4" MAX. Q °ate I a IDI-�w N awwf"3 IX w 0 F 2- VI .4 D >� =xa 4r-Ha4 1 O I-Z�0_ X w =0CCv1 Q VOL tL (MAX. DESIGN LOAD :72 PSF) ®TOP SUPPORT BEAM DETAIL SCALE. 3" = 1' -0" NOTE: 1. USE BEAttSCHEQULE FOR DETAILS II>1- AND J . 2. SHUTTER SPAN TO BE LIMITED TO THOSE SHOWN IN TABLE, SHEET 5. 3. BEAM SPAN SHALL BE CONSIDERED AS THE DISTANCE FROM CL OF SUPPORT TO fL OF SUPPORT. SEE TABLE 2 TWO 3/8 "0 POWERS CALK -IN p 3 -3/4" O.C. W/ 1 -1/4 MIN. EMBED. IN 3 KSI CONC. WITH 4 -1/2" MIN. EDGE DIST, OR FOUR 1/4 "0 ELCO CRETE -FLE " O.C. W/ 1 3/4" MBEDMENT 8.2-1/2" EDGE DIST. IN EACH ANGLE 1 - mi �'� %, 1_1/4 ,i;;ci$ E: AS EMBL a� & 5) OR 4 kiihi i hi. :, IiirM 1 I .1...W& -- m t1.1 STRUCTURE MAX --F- -1 Tw ACCES HOLE z DRILL 7/16 "0 HOLE DRILL S/16 "0 HOLE 1.13" 335" SPAN = 8' -6" ANGLE DETAIL USING CALK -IN ANCHOR SCALE : 3 "= 1'- 0" DRILL 5/16"0 HOLE 1.00" 3.00" 3.00" 1.00" PLYWOOD AND STUCCO FINISH 5/8" MAX. °aJ CC ,ow w wimo n Iln in .4 Q a1-Zza wDoccN = n 3/16 "0 POP RIVET OR 4412 TEK SCREW X10 6" O.C. AL. BEAM (SEE BEAM SCHEDULE ABOVE FOR V2 ANGLE DETAIL USING CRETE -FLEX ANCHOR SCALE : 3 -= 1'- 0"" OR DOOR 1/4 -20 S.S. MACHINE SCREW & NUT 12" O.C. PROVIDE 1 "0 ACCESS HOLE @ BACK SIDE FOR FASTENING TWO 1/4 "0 S.S. LAG SCREW O 24" O.C. MAX. W/ 1 -3/4" PENTR. IN CENTER OF STUDS 1 "x3 "x1 /8 "OR 1"x4"x1/8" 6063 -T6 ALUM. TUBE (MAX. DESIGN LOAD' 72 PSF) OWALL MOUNT SECTION - USING ALUM. TUBE SCALE: 3" = 1' -0" EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. EQ. ED SEE TABLE 2 5/8" MAX. - CA CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING SEE TABLE 2 OR DOOR 3/16"O POP RIVET OR 4112 TEK SCREW ® 6" O.C. (TYP.) ----\ 10 Sa ASSEMBLY Z1/2" C4 CONNECTION TYPE KtrL tNlt HIVLnVK SCHEDULE FOR MAX. SPACING 1/4" MAX. OPTIONAL LOCATION C5 CONNECTION TYPE BENCF ANCHOR ii-3/16' 0 POP RIVET (1 6" O.C. (TYP.) MAX. HORIZONTAL SPANS) 1/4 -20 SS. MACHINE SCREW & NUT @ 12" O.C. PROVIDE 1 "0 ACCESS HOLE IN BOTTOM QF BEAM OR USE THRU BOLT AS SHOWN IN DETAIL • b06s3T6 ALUM. ANGLE THREE- .1/4 "W THRU BOLTS ALT. LEG DIRECTION (MAX. DESIGN LOAD * 72 PSF) @BOTTOM SUPPORT BEAM DETAIL EMBED. PLYWOOD AND J STUCCO FINISH 5/8" MAX SCHEDULE FOR MAX. SPACING (CEILING /INSIDE MOUNT SECTION I EDGE DIST 1/4" MAX_ z aj a tames Zow Q _JD maw > I aLn 1/4" MAX FOR WOOD PLATE USE 1/4 "0 S.S. LAG SCREW W/ 1 -3/4" PENETRATION INTO WOOD PLATE (0 12" O.C. TWO 1/4 "0 S.S. LAG SCREW 24" O.C. MAX. W/ 1 -3/4" PENETRATION IN CENTER OF STUDS 2" x 6" P.T. WOOD PLATE (MAX. DESIGN LOAD 272 PSF) OWALLK MOUNT SECTION - USING 2" x 6' P.T. WOOD PLATE SCALE: 3". 1' -0" PRODUCT REVISED as complying with the Florida Bolding Code Acceptance No 0? - EapitationDate 0 By - Miami Dadt1rodUCt Contras Division 0! too 0 v o,le 10/17/20'02 tlra,winp_, no. 03 -814 • J tions \Hi — Tech \GHPP \03 - 814 \R1 — sub \03 -tS14 (J. owg m..us'tu ne \ko'�CA00 \Assoc C FASTENER @ 24" 04 • , ••• (USE ANY ANCMSR IN • • •• •• • ANCHOR SQiE'DI2LE): ;�; • • • • • • • • • • • • ••• • • • • ••• T A B L E 1 • ••• • • • ••• • • • • • • • • • • Us x'I2" GAIN A ez SMS • •QR 3'w % "05 ALUM. POP RIVET. p 18' U.C. 1 "x1 "x.055 "•1 "x2 "x.055"• OR,rf3 ac x1'' .112 AL:4A•NGCE SI, • ••• • • • • •• • • • • • • • • • • • • • • • ••• •• OALT. CL SURE DETAIL M SCALE: 3" ■ 1•-0" " MIN FASTENER (0 24" 0.C. (USE ANY ANCHOR I ANCHOR SCHEDULE) 4110 x 1/ ' GALVANIZED SMS OR 3/ "c) ALUM. POP RIVET (al 18' 0.C. 1" x .055" t 1" x 2" x .055 "• x 3" x .055" ; 2" x 4" x .055" R 2" x 5" x .125" AL. ANGLE OALT. CLARE DETAIL sc . 1. -o- 1 "x2 "x1 /6" ALUM. ANGLE 3 010 TEK SCREWS OR 3- 3/16 "05 ALUM. POP RIVETS (TYP.) 2" x 2 ".x 1/8" ALUM. TUBE 6063 -T6 ALLOY MAXIMUM ALLOWABLE SPAN.SCHEDULE NEG. • DESIGN LOAD DESIGN (PSF) TYPE A ALL MOUNTING CONDITIONS EXCEPT © 0 (FT - IN) TYPE !3 DETAIL ® OR DETAIL © W/ SINGLE ANGLE REQUIRED 3 -3/4" MAX. B.O. (FT - IN) TYPE C DETAIL DOUBLE ANGLE REQUIRED 3-3/4 MAX. B.O. (FT - IN) TYPE 0 DETAIL O 9- 3/16" MAX. 13.0. (FT - IN) 30.0 13 - 1 12 - 4 13 - I 12 - 7 38.0 13 - 1 11 - 0 13 - 1 11 -2 40:0 '12 - 11 10 - 8 12 - 5 10 - 11 48.0 12 -4 9 -9 10 -4 10 -0 52.0 12- 1 9 -4 9 -7 9 -7 56.0 11- 11 9 -0 9 -0 9 -3 61.5 11 -7 8 -7 6 -7 8.- 10 63.3 11 =6 8. -6 8 -6 8 -8 66.8 10 - 11 .8 - 3 8 - 3 8.- 5 67.5 '10 -9 8 -3 8 -3 8 -5 71.2 10 - 3 • 8- 0 8- 0 „ 8- 2 75.0 9 -8 7 -8 7 -8 -0 81.4 8' -•11 .7 -0 7 -0 7 -4 86.8 8 -5 6 -7 6 -7 6 -10 91.4 8- 0 6- 3 .6 - 3. 6- 6 100.0 7 -3 5 -9 5 -9 6 -0 110.0 6- 7 5- 2 5- 2 5- 5 120.0 6 -1 ' 4 -9 4 -9 5 -0 130.0 5 -7 4- 5 4 -5 4 -7 140.0 5- 2 4- 1 4 - 1 4 - 3 150.0 4 - 10 3 - 10 3 - 10 4 - 0 160.0 4 -6 3 -.7 3 -7 3 -9 170.0 4 -3 3 -4 3 -4. 3 -6 NOTES: -1410 TEK SCREW OR 3/16 "s6 1 ALUM. POP RIVET @ 24" 0.C. (TYP.) TWO 1/4 "0 FASTENERS 2 EACH ANGLE (SEE ANCHOR RCI SCHEDULE FOR ANY ACCEPTABLE ANCHOR) . REFERENCE APPROPRIATE COLUMN IN TABLE 1 BASED ON MOUNTING CONDITION IN FIELD. . FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. NOTE - EITHER CONDITION MAY BE TYPICAL FOR EITHER SIDE P LVn1YL:1\ I. -„I.. SCALE: 3" = 1' -0" 2"x2 "x.125" ALUM. ANGLE CONT. 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) 1/4 -20 TRUSS HEAD BOLTS & NUTS W/ LOCK WASHERS (al 24" O.C. 0.062" THICK RECESSED SILL -H32 OR 6063 -16 ALUM. ALLOY (1/8" BELOW CONCRETE) I\ %EXISTING STRUCTURE HALF OF B® USE MALE OR FEMALE AS RED UIRED Q OALT. CORNER CLOSURE DETAIL SCALE: 3" a 1' -0" 1 -1/4" Z z 0-- Q d J 0w to o4 WJF H F QJ V xw X Eu Q win 1/4" MAX. 4. =---I- EXISTING STRUCTURE MIN. 3,000 PSI CONCRETE CONCRETE FASTENER (0 8" 0.C. ANY SCHEDULED FASTENER IS ACCEPT ABLE • T A 8 L' E 2 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• FR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) 30.0 5 -0 2 -7/8 1 -1/2 7 -0 2 -7/8 1 -5/8 8 -0 2 -7/8 1 -5/8 11 -0 3 2 -1/8 13 - 1 3 -3/4 2 -3/4 40.0 5 -0 2 -7/8 1 -1/2 7 -0 2 -7/8 1 -5/8 8 -0 2 -7/8 1 -5 /8 11 -0 2 -1/4 12 - 11 3 -3/4 3 50.0 5 -0 2 -7/8 1 -1/2 7-0 2-7/8 1 -5/8 8 -0 2 -7/8 1 -3/4 11..0..._ ._. 3 2 -1/2 12 -2 3 -3/4 3 60.0 5 -0 2 -7/8 1 -1/2 7 -0 2 -7/8 1 -5/8. 8 -0 2 -7/8 1 -3/4 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 90.0 5 -0 2 -7/8 1 -1/2 7 -0 2 -7/8 1 -3/4 o - v 11 -0 3 -3/8 3 -3/8 11 -6 3 -7/8 4 100 5 -0 2 -7/8 1 -1/2 7- 2 -7/8 1 -3/4 8---0 2 9 -0 3 2 -3/4 10 - 3 O ALTERNATE FLOOR MOUNT DETAIL SCALE: 3" • I' -0" PRODUCT REVISED as complying witb ibe Florida Bidding Code Acceptance No 03 -07 t • Expivetion Dale 0 Dy Miaml'Dadf roducl Control Division r Z; - W w V 1-M Qo - 0 Os, N N v - W o2f v0 W � N W N Z Y V KNEZEVICH 7,1100 oHnt EyyGGWEER PL El®:u NWS0010^b3 ttir M 0 - > or L ca V v > .. 9 0 f 0 ry N m 0. 0 # 1.x O 7 ye eg C dale 10/17/2002) ste AS el MOTED'J( dr.wnta R, design Vby rhomboid OA WIC) drawing na.' • 03 -814 sheet 5 of 7 ) date 10/17/2004 ) E C 0 a) N 0 a 4 L� U C 0 0 u 0 a U 0 v • •• •••• •. •• • • • . :•: • • 0• . . . • • • • •••• ANCHOR SCHEDULE • • ••• •• • • . ••• •.• • a • FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS EXIST. STRUG ' • .. ••. ANCHORA'E '. 4.' •S. •• a tour • • ••e MIN. 2" EDGE DISTANCE MIN. 3" EDGE DISTANCE. (WI P.Q.P. 'MAY! SPANS UP TO .: 5'-jP'. ••: :(5EE'NDTI;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 El' -0.. (SEE NOTE 1) SPANS UP TO 9'_0" (SEE NOTE 1) SPANS UP TO 13,_1" (SEE NOTE 1) (S1i. NOTE ! 1)• feckUIEETWTIPE C t SEE C2.42 NOTE 3) C4.C5 CONNECTION C1 CONNECTION C1 SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE 0 TYPE 3) C4 C5 CONNECTION C1 (SEE NOTE C2 C3 TYP 3) C4 3 C5 CONNECTION C1 SEE C2 NOTE •C3 TYPE 3) C4 CS CONNECTION C1 (SEE C2 NOTE 0 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 CS CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONCRETE . • :•:40: i� +111111111111111111111111 :11;1111 ► 1/4 "0 ITW TAPCON W/ 1 -1/4" MIN. EMBEDMENT (MIN. MOO P.S.I. CONCRETE) 3 'Q :12 :.12 12 ¶a 7 12 12 12 8 S 12 12 12 7 4 10 5 5 5 3 12 12 12 12 9 12 12 12 10 6 12 12 12 9 S 11 6 6 6 3 . : - = 73.0 . = 12 12 12 7 4 10 5 12 6 5 4 11 9 9 4 10 3 6 4 3 8 8 N 3 4 pr 12 12 12 11 7 12 12 12 8 S 12 10 12 7 4 9 3 3 5 3 4 12 12 12 12 9 5 11 6 6 6 4 10 4 4 5 3 9 3 3 5 3 105.0 10 5 S 5 3 8 3 4 8 3/ 4 / B 3 4/ 11 6 6 6 3 9 3 3 5 3 9 3 3 5 3 9 3 3 5 3 170.0 8 3 7/ 4/ 8 3 00 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 * >»�' 1/4 "0 POWERS W/ 7/0" E 1/4 -20 STEEL MACHINE (MIN. 3.000 !I CALK EMBEDMENT STAINLESS PsJ. CONCRETE) -IN SCREW 45.0 12 12 12 12 9 12 12 9 • 12 12 12 8 • 12 9 9 5 12 12 12 12 12 12 12 12 12 10 12 12 12 12 9 12 11 11 9 6 57.0 12 12 .12 10 7 12 12 7 12 12 12 6 12 5 4 4 12 12 12 12 11 12 12 12 12 8 '12 12 12 10 7 12 6 6 7 5 73.0 12 12 12 8 5 12 9 5 12 6 6 5 12 5. 4 4 12 12 12 12 8 12 12 11 9 6 12 8 8 8 5 12 6 6 7 5 105.0 12 9 8 5 4 12 5 4 12 5 4 4 12 5 4 4 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 12 5 4 4 12 5 4 4 12 6 6 7 5 12 6 6 7 5 12 6 6 7 5 12 6 6 7 5 45.0 12 12 12 10 6 12 12 7 12 12 12 6 B 4 '4 4 12 12 12 12 7 12 12 12 9 5 12 12 12 8 4 9 5 5 5 3 Oj 57.0 12 12 12 8 5•10 10 S 9 7 8 5 6 3/ 12 12 12 10 6 12 12 12 7 4 10 8 9 6 3 7 // 4 1/4 "0 NAIL -IN MIN. (MIN ,000 POWERS 2AMAC W/ 1 -1 /H" EMBEDMENT P.5.1. CoNCRETE) 73.0 11 11 11 6 3 8 4 4 ' 7 3 3 4 � � 6 AA 3 12 12 12 7 4 9 5 5 5 3 8 3 3 4/ 7 4 105.0 8 4 4 4 6 I' 3 'rr�� 6 Mg 3 'm / �/A�Ar 17 0.0 6 / ' " 3 ' /'A �. 6 rAn 3 Fr„ / 4 t i amnIn1..0malmu- 3F in " " "" "`11101 j 1/4 "lo ELCO MALE/ FEMALE "PANELMATE" W/ 1-1/4 MIN. EMBEDMENT L1/4-20 MACHINE SCREW WITH NUT MN. 3,300 P3.1 CONCRETE) 45.0 12 12 12 12 11 12 12 12 12 7 12 12 12 11 6 12 9 7 7 4 12 12 12 12 12 12 12 12 12 8 12 12 12 12 7 12 8 8 8 5 57.0 12 12 12 12 8 12 12 12 9 6 12 12 12 B 11 4 4 6 3 12 12 12 12 9 12 12 12 11 .6 12 12 12 10 6 12 4 4 7 4 73.0 12 12 12 10 6 12 • 8 6 7 4 12 5 5 6 11 4 4 6 3 12 12 12 12 7 .12 6 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 ci� i{ 7 IIIMp11111111111111N1111 mr., 45.0 12 12 12 12 11 12 12 12 12 7 12 12 12 11 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 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 HEAD TAPCON W/ 1 -3/4" EMBED (MIN. 3,320 Ps.I. CONCRETE) 73.0 12 12 12 10 6- 12 8 8 7 4 12 6 5. 6 4 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 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 45.0 12 12 12 12 11 12 12 12. 12 7 12 12 12 11 7 12 6 8 7 4 12 12 12 12 12 12 12 12 12 9 r 12 12 12 12 8 12 10 10 9 6 1/4 "m ELCO CRETE FLEX W/ 1- 3 /4 -HIN. EMBEDMENT I(MIN. 3,350 PS.I. CONCRETE) 57.0 12 12 12 12 B 12 12 12 9 6 12 12 12 8 5 12 4 4 6 3 12 12 12 12 11 12 12 12 12 7 12 12 12 10 7 12 6 5 7 4 73.0 12 12 12 10 6 12 8 8 7 4 12 6 5 6 4 12 4 4 6 3 12 12 12 12 8 12 11 10 9 6 12 7 7 8 5 12 6 5 7 4 105.0 12 8 8 7 4 12 4 4 6 3 12 4 4 6 6 3 12 31-12 4 4 4 4 6 6 3 3 12 12 10 10 9 6 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 [170.0 12 4 4 6 3 112 4 1 4, 6 3 112 4 4 6 1 5 7 4 1 12 6 5 7 4 12 6 5 7 4 (12 6 5 7 I a • KNE.ZEVICH tROFESSIDIANL ENJIIiNEER . Fe ce. nMNsc P310 1i SEE PAGE 7 FOR ANCHOR NOTES PRODUCT REVISED as complying With the Florida Bolding Code Acceptance No O - 0 7.o/ Expiration Date 0 Zoog By Mia i Da 'roduct Control Division 1 ,1 a J e c ()) 0 0 scat. AS NOTED drawn 'b)' l HER d.rlgn Oy 1f-cn.ck.8'e vJ.K *owing n.. 03 -814 • �s'heet6of7 FASTENER MAXIMUM SPACING ANCHOR SCHEDULE (INCHES) REQUIRED FOR 'VARIOUS DESIGN LOADS AND SPANS EXIST. STRUC. ANCHOR TYPE LOAD IW) P.S.F. MAX. (SEE NOTE 1) . MIN. SPANS UP TO 5' -8" (SEE NOTE 1) SPANS UP TO 8' -O" (SEE NOTE 1) SPANS UP TO 9' -0" (SEE NOTE 1) SPANS UP TO 13' -1" (SEE NOTE 1) CONNECTION C1 SEE C2 NOTE C3 TYPE 3 C4 C5 CONNECTION C1 SEE C2 NOTE C3 TYPE 3 C4 C5 CONNECTION C1 SEE C2• NOTE C3 TYPE 3 C4 C5 CONNECTION C1 SEE C2 NOTE C3 TYPE 3) C4 C5 O 45.0 12 12 12 9 7 12.•12 12 6 5 12, 12 12 5 4 12 9 9 3 3 I 11111N11111111V1111111111► 57.0 12 12 12 7 5 12 12 12 5 3 12 12 - 12 4 3 12 5 4 3 1/4 "0 MIN. LAG W/ . PENETRATION SHEAR PARALLEL OR PERP TO WOOD GRAIN 73.0 12 12 12 - 5 4 12 9 9 3 3 12 6 6 3 12 5 4 / 3% 105.0 12 9 8 3 3 12 5 4 3 12 5 4 3 12 5 4 3 3 f / /� // 170.0 12 5 4 3 f/ 12 5 4 3 // 12 5 4 3 / 12 5 4 • KNE.ZEVICH tROFESSIDIANL ENJIIiNEER . Fe ce. nMNsc P310 1i SEE PAGE 7 FOR ANCHOR NOTES PRODUCT REVISED as complying With the Florida Bolding Code Acceptance No O - 0 7.o/ Expiration Date 0 Zoog By Mia i Da 'roduct Control Division 1 ,1 a J e c ()) 0 0 scat. AS NOTED drawn 'b)' l HER d.rlgn Oy 1f-cn.ck.8'e vJ.K *owing n.. 03 -814 • �s'heet6of7 \Hi tech \taMrr \UJ- aI* \nt suu\UJ - . •...•y �•��•••- 0 0 a 0 U 0 u 0 u r a • • ••• • • • ••• ANCHOR SCHEDULE •• •• • • • • • • •••.•• • S • S ; • S • I, • :FAWNER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS z(W) �1 6 • •P•S.F. ANCHOR TYI:E : S S • • • LbAO:• .ttiAY. :SEE •NOTE 1) S S S S 555 MIN. 2' EDGE DISTANCE MIN. 3' EDGE DISTANCE SPANS UP TO • S' -8`' • • :(SEA NOJI �) ; SPANS UP TO •• B' -O'• •'(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.. • ISEE NOTE 1) SPANS UP TO 9'-O" (SEE NOTE 1) SPANS UP TO 13._1., (SEE NOTE 1) •C!ONNEETION • • •(SEE C1 C2 tIOTE C3 •Y13E 3r C4 C5 CONNECTION (SEE C1 C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE •C2 NOTE C3 TYPE' 3) C4 C5 CONNECTION C1 (SEE NOTE C2 C3 TYP1 3) C4 C5 CONNECTION (SEE C1 C2 NOTE C3 TYPE 3) C4 CS CONNECTION ISEE C1 C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4IC5 HOLLOW CONCRETE BLOCK •••• • :■ 1111111111A11111111111111111111; imp ._ 73.0 :14 7 1 7 ;2%7 f 7 •7 5 t . • �� 9 9 9 7 5 3 4� 0 6 8 5 8 5' 4 3 A a 5 4'�,II� 3 3 .3 011 12 12 12 0 5 10 10 10 6 3 9 9. 9 5 3 6 3 3 3 A 11 11 11 6 4 8 8. 8 4 �� 7 5 6 1. 5P 3 P 4' 5 ,3 3 3' 4 m�f� 4'Ifdr 8 B 8 5 3 6 3 3 3' S �d.3 �. 5 w�� 3 2 1 /4•• ITW TAPCON W/ 1 -1/4" MIN. EMBEDMENT 105.0 5 'MIME 4 0,��P P 4 '�A� r �,/A' 5 �� ' 3 ge S �� 3 r 170.0 4 /�, DCIE(i'E 4 v PAP22 4.'://�N� �' 5 (�. J 3 5 ar 3 a 45.0 12 12 12 7 5 11 11 11 5 10 4 11 7 ; 12 12 12 12 7 12 12 12 B 5 12 12 12 7 8 5 * 57.0 12 12 12. 6 4 9 9 9 I. 8 3 4. S gip,' / 12 12 12 9• 5 11 11 11 6 4 10 8 9 5 7 pp � 4 4 4 4 FM PI a O 02 73.0 10 10 10 •4 3 7 4 3 3 / 6 ' 3 5 -��, 12 12 12 7 4 9 5 4. 5 3 8 3 3 4 I 7 1/4 "d• POWERS CALK -IN W/ 7/9" EMBEDMENT L 1/4 -20 STAINLESS STEEL MACHINE SCREW 105.0 7 3 3 3 ► �M„ / 5 �1 ►,�% @fir a 5 "N�, : �E , 7 ► ME 4 , ra 7 e' 170.0 5 //"�/" ' 5 W,///.� S '.�rd�'��/�E 7 aVre 4, 7 W' ' 4 9 pg 57.0 9 9 9 6 3 6 6 6 4 9 6 4 3 4 AA Ai 10 10 10 7 4 7 7 7 5 6 5 6 4 A 4 3 Ia j 1/4 -• POWERS NAIL- N W/ 1 -1/8" MIN. EMBEDMENT 73.0 7 7 7 4' 5 3'�'a 4 AVA" 4 NOME 8 B 8 5 3. 6 3 3 4' 5 'AM 3 FA 4 ME 3 105.0 5 /A'�i/M 4 %/ /,//,% 4 "s� /�'. 4 En 3 9 4 "3 170.0 4 /' %'TY/A,A' 4 ERSD,D'S N 4 SION 4 r 3 revii 1 I- 1/4 -0 ELCO MALE/ FEMALE "PANELMATE- W/ 1 -1/4 MIN. EMBEDMENT SCREW WITH CNUT 45.0 12 12 12 9 5 12 12 12 6 11 11 11. 5 8 3 r 12 12 12 10 6 12 12' 12 7 12 12 12 6 8 4 57.0 12 12 12 7 4 10 10 10 5 9 7 8 4/ fl � 6 3 12 12 12 8 5 10 10 10 5 9 7 8 5 6 3 73.0 11 11 11 S 3 8 4 4 3 4 7 3 3 3 A 6 K� 3 A 12 12 12. 6 4 8 4 4 4 A 7 3 3 4 4 6'' 3 A 105.0 8 4 4 3'�'�' 6 ► OE 3' ► 6 mon r Aug 6 EN 3' 6 M' 3 3 roj 170.0 6 /�1'�' �' 6' V 3' 6 MEM '�' 6 I�irj 3 Ma 6 We 45.0 12 12 12 10 5 11 11 11 7 4 10 10 10 6 7 111 4 r 12 12 12 12 7 12 12 12 9 5 12 12 12 8 4 8 5 i9 a PAP in 57.0 12 10 7 .12 10 3 12 10 3 B 6 4 4 3 re� 9 7 9 4 9 3 / "�; 5 3 4 P 8 6 M' PA A 7 ri 5 3' 3' a 5 5 .'N 5'a 3 3 3 A Pa p 12 12 8 12 12 4 12 12 4 10 7 5 5 4 3 11 8 7 11 5 11 4 7 5 �' 4 3 10 7 7 8 3 6Z 9 3 6 4 3 4 ra 7 7 7 4 N' 4 V' 4 1•111" 1111 " °1 °116°0°11 73.0 . 1/4" ELCO TEXTRON HEX-FLANGE TAPCON/ HEX 1 -1 /L EMB D 105.0 170.0 5 z�'� ' 5 �' 3' 5'� 3 ��/,� 7'/�E 7 ��i 4 � 7 xg 4' S 45.0 12 12 12 10 5 11 11 11 7 10 1 1 6 •p 7 4 ip 12 12 12 12 7 12 12 12 9 5 12 12 12 8 73.0 10 10 10 6 3 7 4 3 4 4 6 A A? II 5 5 Ai I/• , 3 3 / 11 1/4 "m ELCO CRETE FL'-E5 W/ 1 12 12 12 7 4 8 5 5 3 7 3 3 4, /$ 4 8 A71/_/ 4 5 7 7 /y� /I 4 4 17 i. rig{ -1/4" MIN. EMBEDMENT 105.0 7 33,{'3 r r / 4 5 3 S pr 3 5� r 3 �4 L/ rV. frArA y3�f r I I/ap 1 141 /d7VX/14JlA7Y /r/A4V /I 7f/V/I41 /1 j j l /fir/ (170.015f/V/I3Y/I5f/Y/13 Y J �/'' 725L/JA31115 (! A3J/ 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 WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING WOOD. FRAMING CONDITIONS VARY. FIELD VERIFY•THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, PtECEWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN.) WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 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. 9. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 10. * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. 11. FOR BUILD -OUT MOUNT SECTION @ ANCHOR SPACING SHALL NOT EXCEED 8 -1/2" O.C. 12. FOR BUILD -OUT MOUNT SECTION @ANCHOR SPACING SHALL NOT EXCEED 6" O.C. PRODUCT REVISED as complying wills the Florida Bidding Code Acceptance No 0 Expiration Date O By Mi mI D:••' 'raduct Control Division invessupwwwwwo V.1. KNEZEVICH PROFESSIONAL J�IlJJCCINFER. R. License 10953 1 12 2003 O ■ 00 O ( dal• 10/17/2002 scsis AS N0110 dislan.by Vm elf awn-by NCR chacl.ad byl V.11 03 -814 [ sheet 7of7J