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485 NE 92 St (10)Issue Date: 8/7/2006 Owner's Name: KRISTINE BARBIERI Permit Type: Windows /Shutters Work Classification: Shutters Job Address: 485 92 Street NE Comments: ACCORDION SHUTTERS Additional Information Miami Shores Village, FL 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: 02/03/2007 Contractor(s) DILBERT ENTERPRISES, INC Phone 786/256 -6434 Primary Contractor Yes Type of Work: Additional Info: No of Openings: 7 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: Pormit Status: APPROVED Permit Number: WS -8 -06 -2040 Phone: 305 - 759 -3380 1132060140280 Lot: PB: Total Square Feet: 198 Total Valuation: $ 4,000.00 Required Inspections Shutter Final Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $2.40 $0.80 $170.00 $3.00 $4.25 $180.45 Invoice Number WS -8 -06 -25737 Total: Amt Due $180.45 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 . Inspection Date: 10/10/2006 Inspector: Grande, Claudio Owner: BARBIERI, KRISTINE Job Address: 485 92 Street NE Miami Shores Village, FL Project: <NONE> Contractor: DILBERT ENTERPRISES, INC Building Department Comments Friday, October 6, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP -23686 Permit Number: WS -8 -06 -2040 Oa AR Block: Permit Type: Windows /Shutters Inspection Type: Shutter Final Work Classification: Shutters Phone Number 305- 759 -3380 Parcel Number 1132060140280 Lot: Phone: 786/256 -6434 Page 2 of 2 b Passed ID Inspector Comments e&t.e C 4€ (52 S 4c-f-Zr-e-4 ( 1)-6 Failed A � L'� Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 10/10/2006 Inspector: Grande, Claudio Owner: BARBIERI, KRISTINE Job Address: 485 92 Street NE Miami Shores Village, FL Project: <NONE> Contractor: DILBERT ENTERPRISES, INC Building Department Comments Friday, October 6, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP -23686 Permit Number: WS -8 -06 -2040 Oa AR Block: Permit Type: Windows /Shutters Inspection Type: Shutter Final Work Classification: Shutters Phone Number 305- 759 -3380 Parcel Number 1132060140280 Lot: Phone: 786/256 -6434 Page 2 of 2 Date Tuesday, August 8, 2006 08/08/2006 Check Receipt Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Number: WS -8 -06 -2040 Invoice Number: WS -8 -06 -25737 Applicant: KRISTINE BARBIERI Company Name: Owner Address: 485 NE 92 ST MIAMI SHORES, Job Address: 485 92 Street NE Miami Shores Village, FL Payment Type Check Number 1363 Amount $180.45 Change $0.00 Total Payment: $180.45 Page 1 of 1 Miami Shores Village , � 8/7/ \ U `4) Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle Building Electrical Plumbing Mechanical Roofing /r Owner's Name (Fee ' i - older) A s / �j t2 �.�� "E?✓/ Phone # Owner's Address L/8'S 5 r City "77. State L Zip 33 / 38 Tenant/Lessee Name Phone # Job Address (where the work is being done) ■/8'5 A/ C`" V,3 C n City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # 1) - 320i - 6' - 02 ge) Is Building Historically Designated YES NO Contractor's Company Name l'? //h e // 6-� 74,.7i' /SG Phone # 75 9 e7 - ?,3 F Contractor's Address / 5 /(V (,.s... / " 5"30€ S T City 12'' (-&)---- i _ State /1 Zip 3 3 / 7 Qualifier Name 0 Q_- . c- / ` / 7// 4e- /T Phone # ?k6 0- 6 '_. 4/ State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 7/ 773. Square / Linear Footage Of Work: Type of Work: ['Addition ❑Alteration Describe Work: jj y-� c)'`3 ✓ ew Permit No. Master Permit No. ob-IsYto ❑ Repair/Rep ce ❑ Demolition 7 P' ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** F * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee /$ Permit Fee $ 110 ` CCF $ : 40 CO /CC Notary $ 2 Training/Education Fee $ • W Technology Fee $ 425 Scanning $ 3.00 Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Strektural Review. $ Total Fee Now Due $ f 30. 4-J See Reverse side —> C \ AUG 0 8 PAID Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. A Signature day of who is p Sign Print: / The foregoing isona NOTARY PUBLIC: (Revised 02/08/06) Owner or Agent (� instrument - was acknowledged before me this - I� 20Uby P-12-1 gTl tai , id known to me or who has produced As identification and who did take an oath. `f .41.- My Commission Expires: My Commission Expires: ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: 6 7/J/Lt- , --‘ ■ .. ROBIN HEITZ COMMISSION MN C # 00162273 EXPIRES: October 31, 2006 Notary Publk Underwriters Signature The fore_oing instrument was acknowledged before me thisl ' day of e . ! , 20 , by AYY 4 (ij )1 { Z3Pli • 1 / who is personal y known to me or who has produced as identification and who did t an oath. ROBIN HEITZ •*I MY COMMISSION M 00162273 ` � • EXPIRES: Bonded mN . October 31, 200r NOTARY PUBLIC: Sig Print: Contractor Plans Examiner Engineer Zoning ! • NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE / AT T TIME OF FIRST INSPECTION // PERMIT NO. TAX FOLIO NO. - 32 0 O/Y- ®2''O STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: _ Print Owner's Name Notary Public Print Notary's ame My commission expires: 123.01 -52 PAGE 4 8/02 2. Description of improvement: , �.0 & S ti ✓J - ./ 3. Owner(s) name and address: /t >'> s .., Interest in property: >� e Name and address of fee simple titleholder: 4. Contractor's name and address: D.//‘-a r*T 4::: _/-. S e X/r /.57 A/42 1.S 5'7" 3 v/47 STATE OF FLO IFIA, COU; .' 5. Surety: (Payment bond required by owner from contractor, if any) / HEREBY CFk1'�r'J ih;' ..:re . Name and address: ////A, ,rrgtn-.1 ',h „ ;17,; r,rr..r r 1 Amount of bond $ 6. Lender's name and address: ul 11 1►_;:.■._ V!TNE IIAH 7. Persons within the state of Florida designated by Owner upon whom provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: N%f 8. In addition to himself, Owners designates the following person(s) to receive a copy of the•Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: N(� 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a differ t date is specified)) X Sig ature of Owne( I16 n fJ ZAP- b i ci Sworn to and subscribed before me this 14 day of 0 r ROBIN HEITZ *:, !-' -.,,, MY COMMISSION *OD 162273 1 EXPIRES' r `- Oclobe 3'.2016 1 ),>40 0 ' Banded Thru Naary Pubs Unlar. y hand rod 0 ' :FN 2006'0743315 OR Bk 24.711 Ps 0955; (1p RECORDED 07/12/2006 13:53 :13 HARVEY RUVIN1 CLERK OF COURT MIAMI -DAC'E COUNTY? FLORIDA LAST PAGE -e c c5 - 1 6 a - 11111{11111111111 1111111111111111111111111111 0 33/3e C or other document qi - l a served as Prepared by ► d . •A r T _. Address: 1 () Oa) U1144'1 Si- • Miami Shores Building Department Product Approval Schedule / Comparison Chart Address: 9 ' - ,j/,C q2 5+ Permit No. (06 Opening D Description of Window P Product Acceptance P Product Approval O Opening Design R Rough Opening S Shutter Required M Mullion Required I Imant ID o or Door or Mullion N Number D Design Pressure P Pressure S Size Y Yes / No Y Yes / No ) )Yes :No +) PSF ( -) PSF ( (+) PS / � { l e yy �j.�p�C 2 2 - -/'� z t . �� ^ 1 , ,/ ( + / ( { '' Z ' 4 3 3 g" x 5 En - 76 x y y0 • ••••• • •••••• • • • 00 00•• 0000• • • ••••• • • 00 00•• • • 0 000•• • • • 0000•• Kristen Barbieri 485 NE 92 Street Miami Shores, F133138 l f 47 x35 Door No shutter 20x28 44x40 44x40 Garage 75 x 52 E Door No shutter 39 x52 108 x52 D&P Ito 227 x 52 1- • 76 x 40 No shutter No shutter No shutter • ••• • • • • • • Door . . .. 38:x S2: No shutter' • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• • • ••• • • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • •• •• • • • • • •• • • • ••• • • • • •• • • Kristen Barbieri 485 NE 92 Street Miami Shores, Fl 33138 No shutter Door No shutter 44x40 44 x 40 Garage 75 x52 tia©MEWM A 0 :, y TA B Y: _ 1 1 _ 000 .701 -4 Door No shutter No shutter lu 0)5 67 ,1) 39 x52 108 x52 nPmcg— DD MMIN, a D2pV EL11 Dap'? SUBJECT V'O CO FL& c " 3T 3 i 2J. DERAL STATr AND COUNTY RULES AND Rrcui ATIONS Door No shutter Dia nml Sho <c3 M3GD^.g© *IS 06'" 76x40 38 x52 No shutter No shutter No shutter M I A M IOADE - BUILDING CODE COMPLIANCE OrviCc: (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Guardian Hurricane Protection Products, Inc. 7211 N.W. 79` Terrace Miami, Florida 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The .Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is 'determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: HT -100 / Aluminum Accordion Shutter APPROVAL DOCUMENT: Drawing No. 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 foliowing. 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 ati 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 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 Helmy A. Makar, P.E. AtitAq MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WE;a_fI F4GLEKSTREET, SUITE 1603 MIAMI;'FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No 03- 0717.01 /7/ Expiration Date: 08/24/2008 Approval Date: 08/27/2003 HEADER -WA SC A LE1.124A5 7 .125" .107" .875" 90' TYP. CT7 r13 1.840" .945" &S i IEADE JIOUNTEb SCALE: HALF SI 3.993" 52" 4 478" ADAPTER SLAT SCALE: HALF SIZE O TYP. SLATS SCALE HALF SIZE TED GENERAL NOTES' 1. THESE APPROVAL DOCUMENTS REPRESENT A SHUTTER SYSTEM ANALYZED WITH THE PROVISION SET FOR THE ISSUANCE OF A NOTICE OF ACCEPTANCE (NOA) 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 IN ALLOWABLE STRESS WAS USED IN THE FASTENER ANALYSIS. 3. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WINO VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2001 A DIRECTIONALITY FACTOR OF Kd =0.6S SHALL BE USED. 4. THESE APPROVAL DOCUMENTS ARE GENERIC AND DO NOT INCLUDE INFORMATION FOR SITE- SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM. 5. THESE APPROVAL DOCUMENTS COMPLY WITH CHAPTER 61G15 -23 OF THE FLORIDA ADMINISTRATIVE CODE. 6. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRASTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS 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 APPROVALDOCUMENTS WILL VOID THE APPROVAL DOCUMENTS. 8. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS, THE BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS: -A) REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED, SIGNED, DATED AND SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT, WHICH DETAIL AND JUSTIFY THE DEVIATION. SAID DOCUMENTS SHALL BE SUBMIT TED 'IU 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 -OADE 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 IVERT.). 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 2024 -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 5052 ALUM. ALLOY U C/ N PoP RIVETS Id BE 3/16”., 5052 ALUM. ALLOY:LTDA. 13. TOP AND BOTTOM DETAILS HAY BE INTERCHA/•)GED AS FIELD CONDITIONS REQUIRE. 14. FLOOR TRACKS MAYBE 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. 5,755,270. 04 t o P 0 0 0 3.840" MAX. .326" O 2a BUILD -OUT WALL HEADER SCALE: HALF SIZE 2.77 1.391" 2" MIN. -5" MAXI (OPTIONAL) 1.891" O CENTER MATE 1 SCALE: HALF SIZE ® LOCKING CLIP SCALE: HALF SIZE .483" U7 2 11 (TYP. 2) .620" ® SiLLWALL MOUNTED SCALE: HALF SIZE 1 t1 =.055" 1 12 = .076'1 0 0 0 0 t2 t2 tr k 0 'o N TYP. AT EVERY OTHER INSIDE JOINT AT TOP. -t3 t 1 = .055" f ? = 097 O ANGLE O ROLLER ASSEMBLY SCALE: HALF SIZE 12 SCALE: HALF SIZE 0" .942 . " I 1 .2 101" O CENTER MATE 2 SCALE: HALF SIZE STAINLESS STEEL .430•' ASSEMBLY 375 ",1 .320 "1b HOLE r 1 NYLON -WIRE y I I RIVETED IN I PLACE NALKOVEI' SILT. ° FLOOR MOUNTED SCALE: HALF SIZE 0 N 3 15 °T 1 ® ADJ. SILL -TOP SCALE: HALF SIZE 0 O P @ BUSHINGS SCALE. FULL rn o P N ?30" MAX. ' ' 2 30" TOP BOTTOM MA CARRIER SIZE .248' .060' 3.245" 3.049" 0 " I.D 30" O.() . o N .285• 5 " 10 b 1.391" LOCKING APM ALIGNMENT 1 BUSHING (NYLON) 0 5 5''- (TYP.)_ 1.533" 1.691" 055" -J .500" O ADJ. SILL -BOT. ALTERNATIVE SCALE: HALF SIZE 5a SCA SILL-BOT. SIZE I I 160" 060" 0 P 160 #('060" ' A .080" ak 0 0 250" o .949" CENTER MATE 1 (w/ LOCKING ROD) SCALE: HALF SIZE P.1 0 @INSERT SCALE: - HALF SIZE 0 .055" 641" I , 0 1.533" ory INSIDE HANDLE SHIM (NYLO' SCALE: HALF SIZE 1.250" , , .250" 3.283" 42} 1 .165" I.D. 11 .285" 'ODD .060' .050" .025 (TYP 1 1.250" 1 090 END SLAT SCALE: HALF SIZE ® FLAT END SLAT SCALE: HALF SIZE 3.465" 3.267" .510" I.D. .630" O.D 1.039" 62�"I 4 -7060" .942" f 1.659" 2.101" I3) iI• 60" 1 ' 1345•• 1.250" ( .050': m 0 N O CENTER MATE 2 (1N/ LOCKING ROD) SCALE: HALF SIZE 1/8' THICK STAINLESS STEEL O LOCKING ARM 14 SCALE: HALF SIZE Miami D 1 Product Control Division w (J 1:1 0 14 'O a CO C "' a ir et t 0 0 t Q . asommummosomo V.J. KNEZEVICH PROFESSION/LL ENGINEER FL license Sera 0010983 1J 2003 N V N O O O - B ®I PRODUCT REVISED - • v ° . ( comOying with thr Florida PRODUCT REVISED comOying with thr Florida U , °' I J= Expiration Date Z-o0p I '' i ' 10/17/2002 ace It drwn. o daalpn TF Ic1°c1.7d by v; j< t V:r. AS NOTED jt R dr awing no. - O3 -814. [ heet 1 o 73 J N I w n 0 0 0 0 c 0 z cc TOP TRACK 111 ALT. LOCATION OF LOCKING MECHANISM AT SIDE SECTION tn BOTTOM TRACK TYPICAL ELEVATION N.T.S. VARIES - NO LIMIT LOCKING MECHANISM CAN BE (T 18" ABOVE OR BELOW CENTER (SEE GENERAL NOTE 10) r l_i t NIP 11 Sss (D IUM111111111-4 111C Qua smis■ YP.) 6 -1/2" FASTENER p 26" O.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE.. ANCHOR). (T P.) SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. OCK.MAY BE INSTALLED �• INSIDE OR OUTSIDE 0 UTTER TYPICAL PLA SCALE: 1? SEE FASTENER SCHEDU I IS OPTIONAL DRILL S/8 "0 HOLE FROM BOTTOM OF EXTRUSION() BEFORE ASSEMBLY FOR TRUSS HEAD BOLT (TYP.) PLAN VIEW PLAN VIEW 'MIN. SHUTTER SEPAR N F' „.�• EE SCHED EET 5). DtST TO BE MEASURED FROM B CK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE. JOINT BETWEEN REMOVABLE AND FIXED SILL 1 "x " x1 /8" • ALUM. ANGLE W/ 3/16" co POP RIVETS @ 6" 0.C. E SECTION S REMOVABLE FLOOR TRACK DETAIL USED WITH PIECES 0 AND LOCKING PIN SCALE: 1 -1/2” - 1' -0" FASTENER @ 24" O.C. (SEE ANCHOR SCHEDULE OR ANY ACCEPTABLE NCHOR). SSEFIBLY OPTIONAL ACCESS HOLE EXISTING STRUCTURE SEE SECTION B ON SHEET 3 FOR COMPLETE INFORMATION C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 2" MI 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. f V SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER 2 -1/4' SINGLE ARM LOCK N.T.S. (TYP.) SEE FASTENER SCHEDU E v PLAN VIEW FASTENER (a 24" O.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). IT v SCALE: 3" 1' -0" 3/4" MIN. 1 -1/2" MAX. NYLON HANDLE (DOES NOT REPLACE SINGLE ARM L003 OPTIONAL CLOSER HANDLE N.T.S. NYLON HANDLE 1 "x 1 "x1/8" 3/16 "m POP (DOES NOT REPLACE SINGLE ARM LOCK) OPTIONAL CLOSER HANDLE N.T.S. SINGLE ARM LOCKING L MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER 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/ OPTIONAL REMOVABLE FLOOR TRACK DETAIL SCALE : 3 "• 1 '- 0 " OPTIONAL PLAN VIEW SCALE: 3" = 1' -0" SECTION T CABBIE BUSHING 2® 12 � 7/16" 0.0. 0 63" LONG NYLON DI BUSHING .., 111111.111111 O #10 x 2" SMS. MANUFACTURED FROM 44410HT 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) #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 SSE LY OPTIONAL LOCATION C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING STRUCTURE SEE SECTION L ON SHEET FOR COMPLETE INFORMATION C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 3/8" O.D. x 0.90" LONG NYLON BOTTOM BUSHING FASTENER 24" O.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPT ABLE ANCHORI. 2" MI NIP • 13 g EXISTING GLASS 8 ITYP.) 6 -1/2" 100° PRODUCT REVISED as complying with the Florida Raiding Code Acceptance No 03 — 1 Eipir tion Date 0 / 13y g ' aaa/ i .4( Miami Da . " rodact Control Division MIIRRINIONIRBIRINIMMINII VJ. KNEZEVICH'• PROFESSIONAL E GINEER FL Lic.nse No: `• 1 05$3 A UR • 2003 1111 1111 1111 d •r• 10/17/2002, scot. )(dr•wn-by' ) AS NOTED 'Jtt MCA d.•ly■ by V" J ch.cb•d al VJK dra. in no. 03 -814 sheet 7 of 7 N I w n 0 0 0 0 c 0 z cc TOP TRACK 111 ALT. LOCATION OF LOCKING MECHANISM AT SIDE SECTION tn BOTTOM TRACK TYPICAL ELEVATION N.T.S. VARIES - NO LIMIT LOCKING MECHANISM CAN BE (T 18" ABOVE OR BELOW CENTER (SEE GENERAL NOTE 10) r l_i t NIP 11 Sss (D IUM111111111-4 111C Qua smis■ YP.) 6 -1/2" FASTENER p 26" O.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE.. ANCHOR). (T P.) SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. OCK.MAY BE INSTALLED �• INSIDE OR OUTSIDE 0 UTTER TYPICAL PLA SCALE: 1? SEE FASTENER SCHEDU I IS OPTIONAL DRILL S/8 "0 HOLE FROM BOTTOM OF EXTRUSION() BEFORE ASSEMBLY FOR TRUSS HEAD BOLT (TYP.) PLAN VIEW PLAN VIEW 'MIN. SHUTTER SEPAR N F' „.�• EE SCHED EET 5). DtST TO BE MEASURED FROM B CK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE. JOINT BETWEEN REMOVABLE AND FIXED SILL 1 "x " x1 /8" • ALUM. ANGLE W/ 3/16" co POP RIVETS @ 6" 0.C. E SECTION S REMOVABLE FLOOR TRACK DETAIL USED WITH PIECES 0 AND LOCKING PIN SCALE: 1 -1/2” - 1' -0" FASTENER @ 24" O.C. (SEE ANCHOR SCHEDULE OR ANY ACCEPTABLE NCHOR). SSEFIBLY OPTIONAL ACCESS HOLE EXISTING STRUCTURE SEE SECTION B ON SHEET 3 FOR COMPLETE INFORMATION C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 2" MI 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. f V SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER 2 -1/4' SINGLE ARM LOCK N.T.S. (TYP.) SEE FASTENER SCHEDU E v PLAN VIEW FASTENER (a 24" O.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). IT v SCALE: 3" 1' -0" 3/4" MIN. 1 -1/2" MAX. NYLON HANDLE (DOES NOT REPLACE SINGLE ARM L003 OPTIONAL CLOSER HANDLE N.T.S. NYLON HANDLE 1 "x 1 "x1/8" 3/16 "m POP (DOES NOT REPLACE SINGLE ARM LOCK) OPTIONAL CLOSER HANDLE N.T.S. SINGLE ARM LOCKING L MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER 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/ OPTIONAL REMOVABLE FLOOR TRACK DETAIL SCALE : 3 "• 1 '- 0 " OPTIONAL PLAN VIEW SCALE: 3" = 1' -0" SECTION T CABBIE BUSHING 2® 12 � 7/16" 0.0. 0 63" LONG NYLON DI BUSHING .., 111111.111111 O #10 x 2" SMS. MANUFACTURED FROM 44410HT 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) #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 SSE LY OPTIONAL LOCATION C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING STRUCTURE SEE SECTION L ON SHEET FOR COMPLETE INFORMATION C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 3/8" O.D. x 0.90" LONG NYLON BOTTOM BUSHING FASTENER 24" O.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPT ABLE ANCHORI. 2" MI NIP • 13 g EXISTING GLASS 8 ITYP.) 6 -1/2" 100° PRODUCT REVISED as complying with the Florida Raiding Code Acceptance No 03 — 1 Eipir tion Date 0 / 13y g ' aaa/ i .4( Miami Da . " rodact Control Division SEE TA w 0 w O A WALL MOUNT SECTION SCALE: 3" • 1' -0" EXISTING CONCRETE. MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. C3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING BUT DC NOT OR D00R N EXCEED 6" SPACING 1/4 -20 MACHINE BOLT W/ 11 CONT. 11 CONT. NUT (Th 12" 0.C. (TYP., TOP & BOTTOM) 1/2' r..r..r..r.t.. - == 1/2" A5 /8' CONT. 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" SPAC,)NG ' u CONT. 1/2 _.. 1/2 EMBED. 5/8" MAX. EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDU FOR MAX. 5/8" MAX. 9- 3/16" MAX ()CONT. OLLER ASSEMBL TYP. EVERY OTHER 0 1/4" MAX--- TWO 1/4-20 MACHINE BOLTS W/ NUT OR #314 TEK SCREW (al 12" 0.C. (TYP., TOP & BOTTOM) SEE TABLE 2. 2" 3 C2CONNE TYPE REFS ANCHOR LE FOR MAX. CING z z 4� 4 aw a N N Q 0 w H QJ J = XO tn Q w X Eu < wU ) E w In 1/4" MAX . MS, � L.. CONT. C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING u /2" NOTE: BOTTOM MOUNT DETAIL MAY BE USED AT TOP. BUILD -OUT. MOUNT SECTION EXISTING CONCRETE. MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. E0. E0. L SE TABLE 2 OR D OR 3/16"0 POP RIVET OR 4412; EK SCREW (Ol 6" .C. ITYP.) ASSEMBLY 1'a' x 1" x 1/8" LUM. ANGLE W/ 3/16 "0 POP RIVETS (a 6" O.C. ROLLER ASSEMBLY TYP. EVERY OTHER P 1/4" MAX- z QJ cc a W W N .4 CEILING /INSIDE MOUNT SECTION SCALE: 3" = 1' -0" 1-0 3~. = z Ow JJ Q JO •°- 40 .w • X 4 � E 1/4" MAX- -J 1/2" SEE TABLE 2 z 4 0. to lY w D X 4 N 0 GL R ASS w l7 0 ,w EDGE I)IST 1 Ff GF FIST EXISTING CONCRETE, MASONR OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. 5/8" MAX. C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 3/16 POP RIVET (al 6" O.C. (TYP.) -1/4" MAX. Z QJ warn w ln4 _ ZOw JJ Q JJ 1140 X= QU L EDGE DIST- OR D00R -1/4" MAX. uJ w OPTIONAL FASTENER LOCATION IN LIEU OF ANGLE SUPPORT - STAGGER ANCHOR 1/4" OFF CENTER C5 CONNECTION TYPE REFERENCE ANCHOR • SCHEDULE FOR MAX. SPACING EXISTING CONCRETE. MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. EXISTING WOOD TRUSS OR RAFTER C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING 5/8" MAX. n (-OUT MOUNT SECTION SCALE: 3" . 1' - 0" TYP. TOP & .BOTTOM 1/4" MAX.- 1/2" (1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING z 4 - aw VJ .m 0 JW QJ X Q w LU win w to a CONT. - FOR LARGER SPANS r t75 TWO 2" x 5" AL. ANGLES (SEE SCHEDULE 1 TYPE Cl C2 CONNECTION TYPE \Ij REFERENCE ANCHOR EMB II C1 CONNECTION TYPE SCHEDULE FOR MAX. REFERENCE ANCHOR SPACING BUT DO NOT SCHEDULE FOR MAX. EXCEED 8 -1/2" SPACING It SPACING 1/6 -20 MACHINE BOLT W/ UT 12" 0.C. (TYP., TOP 4 BO TOM) --1/4" MAX. fl SEE TABLE 2 —1/4" MAX. t@TOP & BOTTOM C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING `11 CONT. - FOR LARGER SPANS E TWO 2" x 5" AL. ANGLES (SEE SCHEDULE 1 TYPE C) 5/8" MAX. BUILD -OUT MOUNT SECTION ® SCALE: 3 " = 1 . -0 .. 3 -3/4" MA ALT. ANGLE t Y D jREC I ION (ii 24" MAX. O.C. EXISTING WOOD OR STUCCO FINISH MATERIAL #14 SMS (6 24" 0.C. MAX. 1N BETWEEN TRUSSES SEE TABLE 2 EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE. TYP. 1 2" 3" 1'2" 1/2' -1/2 z z 4— Q aw a In-' N 3 CC w Oi- l- J - F-- JW D QJ = O In t w X EL) Q w tn E tn r ► ,___1_-1_ OR DOOR o f w : a 4a w a = z 4 a to a 1- D 2 to X 4 E WOOD SOFFIT / O G FLOOR MOUNT SECTION SCALE:3" • 1' -0" —1/4" MAX. z a aw VI_.) m 3 J JW QJ X Q w Eu W w to 1/4" MAX. 16 w 0 w w t7 0 w - EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. 3- 3/16" 5/8" MAX. 2" x 2" x .050" ALUM. TUBE TYP. TOP & BOTTOM 1/2" 1/2" 1/4" MAX- 1/4" -- C2 CONNECTION TYPE E REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING BUT DO NOT EXCEED 6 -1/2" SPACING C r , BUILD -OUT MOUNT SECTION SCALE: 3" = 1' -0" 4" x.1 /8" 6063 -T6 ALUM. CONTINUOUS PLATE W/ THREE 1/ WOOD LAG SCREWS WITH 2 -3/4" MINIMUM THREADED PENETR. "T" IN WOOD (1 EACH RAFTER OF TRUSS. 24'' 0.C. MAX. WHERE PLATE EXTENDS BEYOND LAST TRUSS, EXTEND PLATE TO NEXT TRUSS C3 CONNECTION TYPE REFERENCE ANCHOR . SCHEDULE FOR MAX. SPACING MAX.— s z Z a' Q aw a tnJ to 03 a 3a wO J 1- Jw D Q� � Qw X E < wtn E w 11 PRODUCT REVISED as complying with the Florida Bidding Code - Acceptance No 0 Expiration Date O By Miami Da .,'' todact Control Division Y rn N m m m a 0 0 2 0 0 z z 0 O Isc•le AL NOTED d (.tl'pn by l 11 V" J 5 m U w U1,0 41,00)0 Cr —In V1 tr &ran Ftn v a a,rn 1-0 Ql o r o In,n 3U- z _ 1-1 K _ -a NSF LL r 0 al) In N co N 0 O O 1.d, l. 10/17/2002) Or .vn•by MCM I chOthod by) dr•vino no 03 -814 sheet 3 of 7 j ALUM. BEAM & SHUTTER SCHEDULE DESCRIPTION SHUTTER SPAN BEAM SPAN 2 .. x 5 .. Tw = .125" 8• -0" 8 -r T f = .125" 10' -0" 7 -6 5'-0" 14' -0" 2" x 8" 6' -0" 11' -6" Tw = .012" Tf = .224 10•-0" 10' -4" 2 .. x 9 .• 5 15' -5" Tw = .072" 6' -0" 12' -5" Tf = .224 10•-0" 11' -2" EXISTING STRUCTURE 3 TWO 3/8 "0 POWERS CALK -IN CO 3 -3/4" O.C. W/ 1 -1/4 MIN. EMBED. IN 3 KSI CONC. WITH 4 -1/2" MIN. EDGE DIST. OR FOUR 1/1. "0 ELCO CRETE -FLE p 3" 0.C. W/ 1 -3/4" EMBEDMENT & 2 -1/2" EDGE DIST. IN EACH ANGLE GL R DOOR TWO 3/8 "O 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 "m ELCO CRETE -FLE 3" O.C. W/ 1 -3/4" EMBEDMENT & 2 -1/2" EDGE DIST. IN EACH ANGLE STRUCTURE MAX MAX. SEE TABLE 2 5/8" MAX. 2" x 3" x 1/4" 6063 -T6 ALUM. ANGLE 1-1/4 r DETAILS V1 &© (MAX. DESIGN LOAD = 72 PSF) ® TOP SUPPORT BEAM DETAIL SCALE: 3" 1' -0" 3/16 "0 POP RIVET ORAl2 TEK SCREW 1 -1/4" AS�EMBL & 5 OR THREE -1/4"0 THRU BOLTS 1" MIN. ALUM. BEAM (SEE BEAM SCHEDULE BELOW FOR BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) o 1/4 -20 S.S. MACHINE SCREW & NUT p 12" O.C. USE THRU BOLT OR ACCESS i LE AS SHOWN IN DETAIL ACCESS HOLE (MAX. DESIGN LOAD :72 PSF) NOTE: 1. USE BEAM SCHEULE FOR DETAILS()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 CL OF SUPPORT. 2 "x3" x1/4" 6063 -T6 ALUM. ANGLE THREE -1/4 "O THRU BOLTS ALT. LEG DIRECTION @ BOTTOM SUPPORT BEAM DETAIL SCALE: 3" . 1' -0" t -1/4" MAX. edJ OW w �OW�o WW m LL TO EVI &J DQ XQ HZ Q QQ wOO�N V1 0 u, LL V2 3/16"0 POP RIVET OR il12 TEK SCREW ® 6" O.C. AL. BEAM (SEE BEAM SCHEDULE ABOVE FOR BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) 1/4 -20 S.S. MACHINE SCREW & NUT (ol 12" O.C. PROVIDE 1"0 ACCESS HOLE IN BOTTOM OF BEAM OR USE THRU BOLT AS SHOWN IN DETAIL H SCALE : 3 "= 1' 0" DRILL 5/16 "O HOLE 1.00" SCALE : 3 ". 1' O" GLASS OR DOOR PLYWOOD AND STUCCO FINISH 5/8" MAX. DRILL 7/16 "0 HOLE DRILL S/16 "0 HOLE 1.13" 0 c1 3.60" SEE TABLE 2 3.00" 3.75" 1 li 1.12 " 1.88" 1.86" 1.12" 6.00" 0 ANGLE DETAIL USING CALK -IN ANCHOR ANGLE DETAIL USING CRETE -FLEX ANCHOR 3.00" 1.00" 0 z a a ut OWALL MOUNT SECTION - USING 2" x 6a P.T. WOOD PLATE SCALE 3" = 1' -0" PLYWOOD AND STUCCO FINISH 5/8" MAX. EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. EQ. EQ SEE TABLE 2 GLASS OR DOOR 3/16 "O POP RIVET OR #112 TEK SCREW (0I 6" O.C. (TYP.) O& ASSEMBLY C4 CONNECTION TYPE 1._ Ktrtt'LNLI ANLnurt SCHEDULE FOR MAX. SPACING 1/4 MAX. 11/2• OPTIONAL LOCATION C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING FOR WOOD PLATE USE 1/4 "0 S.S. LAG SCREW W/ 1 -3/4" PENETRATION INTO W000 PLATE ® 12" O.C. TWO 1/4"0 S.S. LAG SCREW (0h 24" O.C. MAX. W/ 1 -3/4" PENETRATION IN CENTER OF STUDS 2" x 6" P.T. WOOD PLATE (MAX. DESIGN LOAD _ 72 PSF) 1/4 -20 S.S. MACHINE SCREW & NUT (off 12" O.C. PROVIDE 1 "m ACCESS HOLE BACK SIDE FOR FASTENING TWO 1/4"O S.S. LAG SCREW p 24" O.C. MAX. W/ 1 - 3/4" PENTR. IN CENTER OF STUDS 1 " x3 "x /8 "OR 1 "x4 "x1/8" 6063 -T6 ALUM. TUBE (MAX. DESIGN LOAD 2 72 PSF) O WALL MOUNT SECTION - USING ALUM. TUBE SCALE: 3" = 1' -0" — C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING rL" MAX. � QJ CC CL w Id OD 1 - I+Itli ~11) - / ` o z " Q�j "QO Q w I x v Z pi 0 POP RIVET (al 6" O.C. (TYP.) —1/4" M A X � CEftING/INS,DE MOUNT SECTION SCALE: 3" c 1' -0" PRODUCT REVISED as complying with the Florida Buiding Code Acceptance No OS — Expi ation Date o 13y Miami Dad —. roduct Control Division vz Z N r w v 1— < 0 U °C 0 • V VI of Q z 03 LI 2 Z U � w N LU l 0 Y v m " 8 • 8 E 0 cal g � 2 2 gi a V µµµ2 g • Ni 0 S w i S _ v N F VJ. KNEZEVICH PROFESSIONAL E . WEER R License No: 109E3 0 N IIIIIII � Nunn • scat. • AS NOTED (d•sign by V!K 22 6 J. CD : m W 8 u ,o <10010 Er mu) FP ( 2 v 2- o ° ' ° ' a t ouli > min W N2 IL N 200 0 N w 0 co 0 O H ( oats 10/17/20 1dtarn by l PIER (cn.cked by.) l VJK1 dr.4tog no. 03 -814 sheet 4 of '7 MAXIMUM ALLOWABLE SPAN SCHEDULE MINIMUM SHUTTER SEPARATION FROM GLASS (IN) POSITIVE DESIGN LOAD (W) (PSFI ACTUAL SPAN (FT - IN) MINIMUM SEPARATION FROM GLASS FOR INSTALLATIONS S L ES THAN OR EQUAL TO 3 0' ABOVE GRADE (INCHES) MINIMUM SEPARATION FROM GLASS• •FOR INSTALLATIONS GREATER GRE 30' ABOVE GRADE (INCHES) 30.0 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 1i 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 9U.44 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 o - v .-- . • •• a. 11 - 0 3 -3/8 3 -3/8 11 - 6 3 -7/8 4 100.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 8 - 0 2 -7/8 2 . 9 - 0 3 2 -3/ 10 - 3 3 3 MAXIMUM ALLOWABLE SPAN SCHEDULE NEG. DESIGN LOAD (PSF) TYPE A ALL MOUNTING CONDITIONS EXCEPT ©©FO (FT - IN) TYPE B DETAIL QF OR DETAIL © W/ INGLE ANGLE REQUIRED 3 -3/4" MAX. 8.0. (FT - IN) TYPE C DETAIL DOUBLE ANGLE REQUIRED 3 -3/4" MAX. B.O. (FT - IN) TYPE D DETAIL EO 9- 3/16" MAX. 8.0. (FT - IN) 30.0 13 - 1 12 - 4 13 - 1 12 - 7 38.0 13 - 1 11 - 0 13 - 1 11 - 2 1.0.0 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 - 61.5 11 - 7 8- 7 6- 7 8- 10 63.3 11 -6 8 -6 0 -6 8 -8 66.8 10- 11 8 -3 8 -3 8 -5 67.5 10 -9 B -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 - 1) . 7 -0 7 -0 7 - 4 86.8 8 -5 6 -7 6 -7 6 -10 91. 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. 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 " MIN FASTENER (1 24" 0.C. (USE ANY ANCHOR IN ANCHOR SCHEDULE) RI 111111111■llI` 9r° 0 3 4410 TEK SCREWS OR 3- 3/16 "0 ALUM. POP RIVETS (TYP.) 2 "x2 " x1 /8" ALUM. TUBE 6063 -T6 ALLOY ® ALT. CLOSURE DETAIL SCALE: 3" • 1' -0" MIN FASTENER (D1 24" 0.C. (USE ANY ANCHOR I ANCHOR SCHEDULE) 1=2 ALT. CLERE DETAIL N se 1 " x2 "x1/8" ALUM. ANGLE NOTE: EITHER CONDITION MAY BE TYPICAL FOR EITHER SIDE Lvnrv�I wavn� vI_1..�.. SCALE: 3" • 1' -0" 2" x 2" x .125" ALUM. ANGLE CONT. 1/4 -20 TRUSS HEAD BOLTS & NUTS W/ LOCK WASHERS @ 24" 0.C. HALF OF 4410 x 1/2" GALVANIZED SMS OR 3/16 "0 ALUM. POP RIVET (a 18" 0.C. 1" x 1" x .055" ; 1" x 2" x .055 "• 2" x 3" x .055" • 2" x 4" x .055" OR 2" x 5" x .125" AL. ANGLE 4410 x 1/ ' GALVANIZED SMS OR 3/ ALUM. POP RIVET p 18" 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 - 4410 TEK SCREW OR 3/16' ALUM. POP RIVET p 24" 0.C. (TYP.) TWO 1/4 "0 FASTENERS EACH ANGLE (SEE ANCHOR R9) SCHEDULE FOR ANY ACCEPTABLE ANCHOR) EXISTING STRUCTURE USE MALE OR FEMALE AS REQUIRED ()ALT. CORNER CLOSURE DETAIL SCALE: 3" • 1' -0" T A s L E 1 NOTES 1 . REFERENCE APPROPRIATE COLUMN IN TABLE 1 BASED ON MOUNTING CONDITION IN FIELD. 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABI. E 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) A Z 4 a � U1w J 3 0 1- Jw 4J X0 4w f u too w N 1/4" MAX. 1-1/ )LJ)J • = - EXISTING STRUCTURE MIN. 3,000 PSI CONCRETE CONCRETE FASTENER (ol 8" 0.C. ANY SCHEDULED FASTENER IS ACCEPT ABLE O ALTERNATE FLOOR MOUNT DETAIL SCALE: 3" • 1' -0" PRODUCT REVISED as complying with the Florida Bolding Code Acceplence No 03 - Expie By Miami Dad Division roduct 7 Control 0 MMUS NYRE 11 C 0 VJ. Kt4EZEVICH FAC1ffssio:4At ENGINEER EL Li .r 10?a3 scale AS HOSED) •elgn by VJK dot 10/17/2002 Or own-by MCR (checbetl Oyl t v1KJ Drawing no. 03 -814 sheet 5 of 7 ) . ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS EXIST. STRUC. ANCHOR TYPE LOAD MIN. 2' EDGE DISTANCE SPANS UP TO 5. -8" (SEE NOT 1) MIN. 3' EDGE DISTANCE (WI P.S.F. MAX. SPANS UP TO 5' -6' (SEE NOTE 1) SPANS UP TO 6' -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" (SEE NOTE 1) SPANS UP TO 9' -0" (SEE NOTE 1) SPANS UP TO 13 -1" (SEE NOTE 1) (SEE NOTE 1) CONNECTION (SEE C1 C2 NOTE C3 TYPE 3 C4 C5 CONNECTION C1 SEE C2 NOTE C3 TYPE 3 C4 C5 CONNECTION Cl (SEE C2 NOTE C3 TYPE 3) C4 CS CONNECTION C1 (SEE C2 TYPE NOTE 3) C3 C4 C5 CONNECTION C1 SEE C2 NOTE . C3 TYPE 3) C4 CS CONNECTION Cl 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 313a]NOD 5 12 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 S 4 - f 12 9 6 12 12 12 6 4 11 9 10 6 3 8 3 � / 1 / / 4 4/ / r 12 12 12 12 12 12 11 9 7 S 12 11 12 6 12 6 8 6 5 4 12 10 10 4 12 4 7 5 4 3 9 9 3 3 3 3 5 5 3 3 i E ��I��111�11�11���������1 `��I��Illl /i 1/4'•0 ITW TAPCON W/ 1 - 1 /4" MIN. EMBEDMENT (MIN. 3,100 P3.1. CONCRETE) 73.0 12 12 12 7 4 10 5 5 5 3 9 4 3 4 / //, / 8 3 ti 105.0 10 5 5 5 3 8 3 4/ 8 3 4 8 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 // 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 * 1/4 "m POWERS W/ 7/8 1 1/4 - 20 STEEL MACHINE (MIN. 3,000 - IN SCREW 45.0 12 12 12 12 9 12 12 12 9 6 12 12 12 8 6 12 9 9 5 4 12 12 12 12 12 12 12 12 12 10 12 12 12 12 9 12 11 11 9 6 CALK EMBEDMENT STAINLESS PS.1. CONCRETE) '57.0 12 12 12 10 7 12 12 12 7 5 12 12 12 6 4 12 5 4 4 3 12 12 12 12 11 12 12 12 12 8 12 12 12 10 7 12 6 6 7 5 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 S 4 4 3 12 5 1 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 1. B 4 '4 4 ,/ 12 12 12 12 7 12 12 12 9 5 12 12 12 8 4 9 5 5 5 3 Q ) 5 7.0 12 12 12 8 5. 10 10 10 5 3 9 7 8 5 3 6 / / l 3// 3 // 12 12 12 12 12 12 10 7 6 4 12 9 12 5 12 5 7 5 4 3 10 8 8 3 9 3 6 4 3 7 7 7 j 4 / 1/4"m NAIL - IN MIN. (MIN. 3,000 POWERS ZAMA( EMBEDMENT MENT EMBE P.S.I. CONCRETE? 73.0 11 11 11 6 3 8 4 4 4 �/ f 7 3 3 4 V 6 105.0 8 4 4 4 / . 6 :/ 3% 6 J //j 3 • 6'/ 3 9 5 4 5 3 7 f 4 J / 7 7/ 4 / 7 4 // / 170.0 6 '/ Y / 3 7 6 f j/ / 3 / ` 6 /f (! / 3 f / j 6 /1 3 ,/ 7 /Z 4/ /. 7 4 4 7 �l / 4 / 7 / 4 , nmmni.r.,:;:m.mxm:,,- .* I co „,,,m,‘„„,. 1 /4 ELCO MALE/ FEMALE "PANELMATE" W/ 1 - 1/4 MIN. EMBEDMENT 1 1/4 - 20 MACHINE SCREW WITH NUT IMIN. 3,300 P.S.I. CONCRETE) 45.0 12 12 12 12 11 12 12 12 12 7 12 12 5 12 11 6 12 8 7 7 4 12 12 12 12 12 12 12 12 12 8 12 12 12 12 7 12 8 8 8 , 5 5 7.0 12 12 12 12 8 12 12 12 9 6 12 12 12 8 5 11 4 4 6 3 12 12 12 12 9 12 12 12 11 .6 12 12 12 10 6 12 4 4 4 7 4 73.0 12 12 12 10 6 12 8 8 7 4 12 5 5 6 4 11 4 4 6 3 12 12 12 12 7 12 8 8 8 5 12 6 5 7 4 12 4 4 7 4 105.0 12 7 7 7 4 11 4 4 6 3 11 4 4 6 3 11 L. 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 1 4 12 4 4 7 4 d�� F � a1111Muuuttnnnmunnn> 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/ (LCD TEXTRON HEX / HEX HEAD TAPCON W/ 1 - 3/4" EMBED (MIN. 3,320 P.S.1. 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 6 3 12 4 4 6 3 12 10 10 9 6 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 170.0 12 4 4 6 3 12 4 4 6 3 12 4 4 6 3 12 4 4 6 3 12 6 5 7 4 12 6 5 '7 4 12 6 5 7 4 12 6 5 7 4 4 5.0 12 12 12 12 11 12 12 12 12 7 12 12 12 11 7 12 8 B 7 4 12 12 12 12 12 12 12 12 12 9 12 12 12 12 8 12 10 10 9 6 1/4"w ELCO CRETE FLEX W/ 1 - 3/4 -11IN. EMBEDMENT (MIN. 3,350 PSI CONCRETE) 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 73.0 12 12 12 10 6 12 8 8 7 4 12 6 5 6 4 12 4 6 6 3 12 12 12 12 8 12 11 10 9 6 12 7 7 8 5 12 6 5 7 4 8 8 7 4 12 4 4 6 3 12 4 4 6 6 3 3 12 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 1 105.0.12 117 0.0 1 12 4 4 6 3 12 4 4 6 3 1 12 4 4 6 5 7 4 (12 6 5 7 1 4 112 6 5 7 4 12 6 5 7 4 I ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS EXIST. STRUC. ANCHOR TYPE PE LOAD (W) P.S.F. MAX. (SEE NOTE 1) MIN. 3/4' EDGE DISTANCE SPANS UP TO 5. -8" (SEE NOT 1) SPANS UP TO 8' -0" (SEE NOTE 1) SPANS UP TO 9' -0" (SEE NOTE 1) SPANS UP TO 13' -1" (SEE NOTE 1) CONNECTION ' C1 (SEE C2 NOTE C3 TYPE 3) C4 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 400M 1111111111111111111111111111► V4 "• WON LAG W/ 1 - 3/4" MIN. . THREAD PENETRATION SHEAR PARALLEL OR PERP TO W000 GRAIN 4 5.0 12 12 12 9 7 12 .12 12 6 5 12 12 12 5 4 12 9 9 3 3 57.0 12 12 12 7 5 12 12 12 5 3 12 12 12 4 3 12 5 4 3 / / 73.0 12 12 12 5 4 12 9 9 3 3 12 6 6 3 / 12 5 4 3/ 3 105.0 12 9 8 3 3 12 S 4 3 f 12 5 4 3 / 12 5 4 170.0 12 5 4 3 // 12 S 4 / 3 / 12 5 4 3 / 12 5 4 3 / t 0 D • h 0. 0 X 49 0 d I c 0 0 v 0 ., m ' Q Cl a U / 0 0 0 0 u 1. SEE PAGE 7 FOR ANCHOR NOTES PRODUCT REVISED Ls complying With the Florida Bolding Code Acceptance No D - D 7.o/ Expiration Date 0 By Mia)ni Da Division roduct Control • Z Z Z - W w < 0 U °C d O N Q W 2 U wt iJ D w Z Z NZ 0 m m ll 4 it 0 2 0 .0 5 2 2 0 8l 5 } F t) 2 1- 4 v 0 N 4 .0 x W 0 0 47 8 asoimawau Vi. XNEZEVICH 11t 3T3C 1L E NEER 2 Lkt.u. Etz 0383 1 111 200 c 0 • dst• 10/17/2002 *cola Af NoStO design by V)K (dravn'Oy MCP f ch.ckod D V)K • d no. 03 -814 sheet 6 of 7 2 rint Information: ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS EXIST. STRUC. ANCHOR TYPE - LOAD • MIN. 2' EDGE DISTANCE MIN. 3' EDGE DISTANCE (W) P.S.F. MAX. SPANS UP TO 5'-B" (SEE NOTE 1) SPANS UP TO B -0" (SEE NOTE 1) SPANS UP 10 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 C1 C2 NOTE C3 TYPE 3) C4 C5 CONNECTION (SEE C1 NOTE C2 C3 TYPE 3) C4 C5 CONNECTION (SEE C1 C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 TYP NOSE 3) C3, C4 C5 CONNECTION (SEE C1 C2 NOTE C3 TYPE 3) C4 C5 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 HOLLOW CONCRETE BLOCK 45.0 12 12 12 7 4 9 9 9 5 3 8 8 8 4 / 5 3 3 3 ,12 12 12 8 5 10 10 10 6 3 9 9 9 5 3 6 3 3 3 A 73.0 7 7 7 5 4 3 7 S 7 7 3 3 4' 3' 6 4 5 Nam S 3 r 4'r� 4 ' '� r 11 8 11 8 11 8 6 4 8 8. 8 4 r 7 S 6 4 I 5 a �� m 3 p FA 2 gc i �IIIIIIIIlltI 111111111111 1111 ►� 1/4 TAPCON W/ 1 -1/4" MIN. EMBEDMENT 5 3 6 3 3 3 ' S Ora 3 �, 5 �re 3 105.0 5 .A22 4i�' ♦ 4 ♦ 'moue 4 or As r 6 ArAi' S PAM 3 IN 5 M' 3 170.0 4 12 440 7 5 4 ' 11 AT" 11 11 S 4 '�IA 10 r 4 4 - ' 7 %I�X �12 5 /� W 12 12 12 7 12 12 �' 12 8 5 S 12 Vi� 12 12 3 7 re 5 8 E' 3 5 * 1/4 "0 POWERS w 7 /e" 1. STEEL MACHI -IN 45.0 12 12 CALK EMBEOMENT E 57.0 12 12 12 6 4 9 9 9 4 8 3 5 / 12 12 12 9 5 11 11 11 6 4 10 8 9 5 7 pop 4 A § RI 73.0 10 10 10 4 3 7 4 3 / 6 ' ♦ A 3 A 5 egi 12 12 12 7 4 9 5 4 5 3 8; 3 4 A 7 ' s, 4 105.0 7 3 3 3'� 5'�" 5 "� 2' 5 "2�0 4 4 5 3 7 4 ' 7 �n MG 8 6 4. 4 � S 7 7 6 O' K' 4 4 3 170.0 5 / • 5 r i'�' 5 5 'M 7 7 7 E' 4 % S 5 HPA ' E /I 7 12 12 MIIMEIVAMILO 12 9 S 9 9 9 6 3 7 B 4 5.0 12 12. 12 7 8 8 57.0 9 9 9 6 6 6 4 9 6 4 5 3/ 4 or �� 10 10 10 7 4 7 7 7 5 6 5 6 4 141 3 O a j 1/4 "0 POWERS . ZAMAC NAIL -IN W /, -1 /B" MIN. EMBEDMENT 73.0 7 7 7 4 ' 5 3 Mr 4 Roma 4 ' I/G�M 8 6 8 5 3 6 3 3 4 ' 5 PN rdri 3' 3 a 4 4 ;� 4 ' "_3 3 6 0 2 lOS.O 5 /�' 4'/ /' ' 4 WANE ,��, 4 RI '�' 5 ��'�'. 4 170.0 4 4a 4 rdi�' 4 " ME© "IE 4 y egaill' 4 MEM 4" 3 Ed * nunnci,... m:.m . I ; �� „«.;,,, : * 1 "0 ELCO MALE/ 1/4 FEMALE "PANELMATE" W/ 1 -1/4 MIN. EMBEDMENT L 1/4-20 MACHINE SCREW w TH NUT 4 5.0 12 12 12 9 5 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 r 57.0 12 12 12 7 4 10 10 5 3 9 7 8 4 ' 6 � 12 12 12 8 5 10 10 10 5 3 9 7 8 5 3 6 V la 3 73.0 11 11 11 5 3 4 4 3' 7 3 3 3 ' 6 ram m 3 212 12 12 6 4 8 4 4 4 ' 7 3 3 I. 0 6 4 "n "EM 4 3 3 5 105.0 8 4 4 3 ' 6 'r�' 6 ♦ 3 ' 6 ' r 8 4 4 4 6 '�� 6 �� Era 12 12 3 ' 3 ' 8 4 6 " 6 8 45.0 6 12 12 'B' 12 10 5 6 ' 11 11 �' 7 4 6" 10 10 10 3 ' 6 3 6 7 3 IM 1 6 12 r 12 12 3 12 7 6 12 12 4 12 9 r 5 6 12 � 5 7.0 12 10 7 12 10 3 12 10 3 8 6 4 ' 4 3 immus 9 9 4 3 5 4 3 PAI'' 8 6 7 " 5 ' 3 3' 5 5. S ' w m ' a, ' 3' ' a 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 ran 9 3 6 4 ' 4 ' 3 7" 7 7 W' En 4 4 a VA �� 7 3.0 1/4" ELC11R1111111c O TEXTRON N HEX - FLANGE TAPCON/ 1/4" LC HEX / 1-1 /L" EMBED 105.0 170.0 5 A mE' 5'ou' 5" 3' 5 rog 3 2 7 4 7 '�; 7 ream 7 " 4 gral 4 5.0 12 12 12 10 5 11 11 11 7 10 7 12 12 12 12 7 12 12 12 9 5 12 12 12 8 5 12 12 12 8 4 9 9 9 5 8 S 5 3 12 12 12 10 5 11 11 11 7 4 10 8 9 6 A A DA 1/4"0 ELCO CRETE FLEX W/ BERM MIN. EMBEDMENT i 10 10 10 6 3 I 7 5 5 4 3 / 4 3 , / 6 col ui A , ♦ � I /�f 3 , 3 - 3 � r 1/ 5 S 1 5 A r r/ mot" P. 4 P. / 3 ' 3 � O r 1 3 1 12 8 7 12 12 7 4 8 5/ . � 4 /1 5 4 _ 3 r r VI 7 7 7 3 r , Y �/ 3 �1 4 i. A ' r 7 /A A , 4 4 105.0 7 3 3 4 Y 44 1/ ii 4 /1 5 4 Y 3 7 ( 7_7 - -. /_. l �� 7 Y /1 17 0.0 5 • r 3• 5 r / 3 4 I 4 Y A 7 I/, f/ V /1 4 I 1' / 1 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 PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS, SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING WOOD FRAMING CONDITIONS VARY. FIELD VERIFY•THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN.) WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE" 0 =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD. TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT). U.O.N. 9. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 10. * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. 11. FOR BUILD -OUT MOUNT SECTION OD ANCHOR SPACING SHALL NOT EXCEED 8 -1/2" 0.C. 12. FOR BUILD -OUT MOUNT SECTION 0ANCHOR SPACING SHALL NOT EXCEED 6" O.C. PRODUCT REVISED as complying nitb the Floridz Bniding Code Acccpteace No 0 Expiration Date 0 By Mi 1aiD Division roduct Control azumeiminromimir VJ. RNEZE PgOfrSSIOiLt . 'NEER [icenrr 0303 c 0 vs 2003 earn 10/17/2002 scale AS 140110 design' by vJK dr•vri 0y MC■ i cn.cl..d by V!K br •wlO9 no 03 -814 sheet 7 of 7 Print Informotion: