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401 NE 94 St (13)Miami Shores Village 10050 NE 2nd Avenue Building Permit Phone: 305 - 795 -2204 Permit Number: BP2004 -742 Printed: 6/7/2004 Applicant: CYNTHIA DAMON Owner: DAMON CYNTHIA JOB ADDRESS: 401 NE 94 ST Contractor Local Phone: Parcel # 1132060140480 Permit Status: APPLIED Signed: ECONOMY GLASS OF SOUTH FLORIDA, INa;ontractor's Address: 500 N. W. 44 ST. Page 1 of 1 Legal Description: MIAMI SHORES SEC 2 PB 10 -37 LOT 13 & W1/2 LOT 14 BLK 52 LOT SIZE Fees: Description Amount FEE2004 -5687 Building Fee $150.00 FEE2004 -5688 CCF $2.40 FEE2004 -5689 Training and Education Fee $0.80 FEE2004 -5691 Scanning Fee $15.00 FEE2004 -5723 Technology Fee $3.75 Total Fees: $171.95 Total Fees: $171.95 0c� Total Receipts: $0.00 Work: REPLACE OLD EXISTING AWNINGS WINDOWS WITH NEW ALUMINUM HORIZONTAL ROLLERS. INSTALLING HURRICANE' 6' Permit Expiration: 11/28/2004 Construction Value: $4,000.00 (INSPECTOR) 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 responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder�y ier(AlAft, ?4/ Phone # ia� ' 7 7 ��,� Owner's Address /*V 6. ,k ` Z�° ' City /734 C.5 00 s State /4e- io4- Zip 3 3/ JP Tenant/Lessee Name Phone # Job Address (where the work is being done) 9' o/ /Ye 9 ,5 City Miami Shores Village County Miami -Dade Zip 331 3%,S Is Building Historically Designated YES NO X Contractor's Company Name AL.JBor y L� / Sl Contractor's Address y7 Z - /4P City ali,t 4 --� State `44104 Zip 3 30 27 Qualifier !�• ✓o74°_S" 46- Co L 'ZSooy Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit ' 600. 0 Submittal Fee $ U` ° C - Permit Fee $ Total Fee Now Due $ (Continued on opposite side) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 5 / Permit No. i 4_ -74a Master Permit No. Phone # 5" - )'J"83 Square Footage Of Work: 8 Type of Work: ❑AAddition ❑Alteration New / � E Repair/Replace ❑ Demolition Describe Work: /` � /Lee Od 6x1,,54. f' �yt//1Ji'4/f' Afrakds ea/3 /;Je ct/ 5Jr iv-C 74w," G ZOn1&/ be�(t�ies • -7 ) j7!/K2lcocide ir/ * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** /50 CCF $ 4 9,40 CO /CC Notary $ Fee $ ■ 0 Fee $ 3 . 7 S Scanning $ / 5— Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Bonding Company's Name (if applicable) Bonding Compan ' s Address City A k s hor 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 properly 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. //� v /�lFy?il � Signature C.Cac_ // • Owner or Agent . Contrac The foregoing instrument was acknowledg d befo e me this �g t b � The foregoin instrument was t a�cknowle / d�d before m this 20 04 by , day of /' / , 204P /, by (— �� Signature day of ,�/ who is personal l+� known ntto /me or who has produced who is persona y known to me or who has produced/` -eG i8entification and who did take an oath. -76;20 / /J.- 3' 2'fas identification and who did take an oath. NOT .' PUBLIC: ' NOTARY PUB .� a . Al •`app' u Sign: _1 t _ `'� Alfie J. Fl /Y�Q _ me S ign: I i , pn'1 1 • ,� ►, 1 J. F Print: � � i .,. Ex fires: Ma I I Print: p" • Orne , i . - � /_ i' Thru Commis�on #VW 1956 # "/M`'`' A tlantic Bondi " Expi My Commission Expires: ngCo.,lne. :, 1:, M y Commission Expires? :A.. . IG, 2008 i.oi B res: ondcrt play Thru (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. *********************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * *�� * * * * * * * :U * *, *A* * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 12/15/03 Aft ✓1 State !�v r 01 FL or ,c/ct Zip 3 Plans Examiner Engineer Zoning 1E4 1F 5EC! z., 1-1E L-411C111011Ft.111 121101 11 _1 �r..►aQ.� waltoar_ 13.na...asrss Owrzl tg• 5"ea -11.7xcc err ,rs ..024ea-s ®rpa.& JD ri Folio No.: 11- 3206 - 014 -0480 Owner Name: FRANK A & CYNTHIA A DAMON Property Address: 401 N.E. 94 STREET City, State, Zip: MIAMI SHORES FLORIDA 33138 Job Type: Retrofit Windows and Storm Panels Roof Height: =15 feet Roof Mean:= 15 feet Horizontal Dimensions: / /to wind + 48.00 feet Wind Speed - -V + 146 mph Wind load Calculations Design Wind Pressures Windows co...r..omrciliaatIM i .aurAgell a?atrs. 1211atalmcOw stwianio.+sia l - Window Code Size NOA# Quantity A = 74 x 50 5/8 02- 0204.01 2 B = 111 x 38 3/8 02- 0204.01 4 C = 37 x 26 02- 0204.01 2 D = 74 x 38 3/8 02- 0204.01 4 E = 37 x 38 3/8 02- 0204.01 3 F = Entire house Galvanized Steel Storm Panels 01- 0814.02 All openings y .1.= 4C 311:11. Sr) 111'7'1131.-7' 113 — Pax: {30 X95 — 052 cpio erg Ea: S-3Ct=10 o - =Cs rare vr Gcp Gcpi Pressure (p) psf Zone 4 windward 1.00 - 0.18 46.52 Zone 4 leeward -1.10 0.18 -50.47 Zone 5 windward 1.00 -0.18 46.52 Zone 5 leeward -1.40 0.18 -62.29 1E4 1F 5EC! z., 1-1E L-411C111011Ft.111 121101 11 _1 �r..►aQ.� waltoar_ 13.na...asrss Owrzl tg• 5"ea -11.7xcc err ,rs ..024ea-s ®rpa.& JD ri Folio No.: 11- 3206 - 014 -0480 Owner Name: FRANK A & CYNTHIA A DAMON Property Address: 401 N.E. 94 STREET City, State, Zip: MIAMI SHORES FLORIDA 33138 Job Type: Retrofit Windows and Storm Panels Roof Height: =15 feet Roof Mean:= 15 feet Horizontal Dimensions: / /to wind + 48.00 feet Wind Speed - -V + 146 mph Wind load Calculations Design Wind Pressures Windows co...r..omrciliaatIM i .aurAgell a?atrs. 1211atalmcOw stwianio.+sia l - Window Code Size NOA# Quantity A = 74 x 50 5/8 02- 0204.01 2 B = 111 x 38 3/8 02- 0204.01 4 C = 37 x 26 02- 0204.01 2 D = 74 x 38 3/8 02- 0204.01 4 E = 37 x 38 3/8 02- 0204.01 3 F = Entire house Galvanized Steel Storm Panels 01- 0814.02 All openings y .1.= 4C 311:11. Sr) 111'7'1131.-7' 113 — Pax: {30 X95 — 052 cpio erg Ea: S-3Ct=10 o - =Cs rare vr 44 MIArviMADE PRODUCT CONTROL N .Atlantic Shutters Inc. 15421 West Dixie Hwy. Bay 23 North Miami Bch ,FL 33162 The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0814.02 EXPIRES: 11/09/2006 APPROVED: 10/04 /2001 ACCEPTANCE NILOil-DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE CONII'LIANCE OFFICE NlFi RO- I): \I)li I'I.: \GLl :It BUILDING I•)1) wr:ST FI.. \GI.FR sTRNE . SUITE 1603 \II. \\11. FLORA):\ 33130-1563 (305) 375 - 2901 FAX (305) 375 -290s CONTRACTOR LICENSING sl(CI•ION (305) 375-2527 FAX (305)375-255S CONTRACTOR ENFORCEMENT DIVISION (305) 375 - FAX (305)375-200M I'RODt'C1 CONTROL DIVISION (305) 375 -2902 FAX (305) 372.6330 Your application for Notice of Acceptance (NOA) of: 0.035" (min.) Galvanized Steel Storm Panels Shutter under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the )Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office \ \s0450001 \pc2000 \\templates \notice accepcance cover page.doc Internet mail address: postmaster @buildingcodeonline.com • Homepage: http : / /www.buildingcodeonlinc.com 'Atlantic Shutters, Inc. 1 NOTICE OF ACCEPTANCE: ACCEPTANCE No. : APPROVED EXPIRES SPECIFIC CONDITIONS 1. SCOPE This renews the Notice of Acceptance No. 99- 0208.01, which was approved on March 4, 1999. It approves a 0.035" (min.) galvanized steel storm panels shutter, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. PRODUCT DESCRIPTION This 0.035" (min.) galvanized steel storm panels shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 98 -312, titled "20 Ga. Galvanized Steel Storm Panel ", prepared by Knezevich & Associates, Inc., dated December 16, 1998, sheets 1 through 9 of 9, signed and sealed by V. J. Knezevich, P.E., bearing the Miami -Dade County Product Control approval and renewal stamps with the Notice of Acceptance numbers and approval dates by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS All permanent set components, included but not limited to embedded anchor bolts, threaded cones, metal shields, headers and sills, must be protected against corrosion, contamination and damage at all times. 4. INSTALLATION This 0.035" (min.) galvanized steel storm panels shutter and its components shall be installed in strict compliance with the approved drawings. 5. LABELING Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies oldie following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. Efelmy A. Makar, P. E. - Product Control Examiner Product Control Division 01- 0814.02 10/04 /2001 11/09/2006 Atlantic Shutters, Inc. NOTICE OF ACCEPTANCE: . Renewal of this Acceptance (approval) shall be considered after a renewal application has been tiled and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer, who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (.through the filing ofa revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall he cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages I, 2 and this last page 3. END OF THIS ACCEPTANCE -3- ACCEPTANCE No. : 01- 0314.02 APPROVED 10/04 /2001 EXPIRES 11/09/2006 STANDARD CONI)ii'IONS 4.1/6- ( Helm) A wt�s . ar, P.E. - Product Control Examiner y c Examiner Control Division FASTENER SPACING (INCHES) ANCHOR SCHEDULE LOADS ANO SPANS REOUIREO FOR VARIOUS OESION EXISTING STRUCTURE L ANCHOR TYPE LOAD (W) PSF MAX. (SEE NOTE 1) MIN. 2' EDGE DISTANCE MIN. 3" EDGE DISTANCE SPANS UP TO 5 -0" (SEE NOTE 1) SPANS UP TO 8'-6" (SEE NOTE 1) SPANS UP TO 12 -0" (SEE NOTE 1) SPANS UP TO 5' -O" (SEE NOTE 1) SPANS UP TO 8' -6" (SEE NOTE 1) SPANS UP TO ' 12 -0" (SEE NOTE 1) 1 CONNECTION 2 TYPE 3 4 5 1 CONNECTION 2 TYPE 3 4 5 1 CONNECTION 2 TYPE 3 6 5 1 CONNECTION 2 TYPE 3 4 5 1 CONNECTION TYPE 2 3 4 5 1 CONNECTION TYPE 2 3 4 5 HOLLOW CONCRETE BLOCK "t- 1/4 ITW 1 -1/4" MIN. 48.0 12 12 8 12 12 9 3 4 9 9 5; 3 6 5 12 12 12 12 12 12 4 7 12 12 8 ., 5 8 6 6 2 .0 12 7 6 12 12 7 ''i/ 3 7 7 6./ 3 6 3 12 9 9 12 12 9; ,�• 5 9 9 7 • � /, 4 7 4 TAPCON W/ EMBEDMENT 72.0 10 4 5 10 10 6 j/ 3 6 3 3 6 6 / <-.-' 3 6 3 12 6 8 12 12 8' -% 4 8 4 7 ;'. 4 7 4 92.0 8 , 4 8 8 6 �/ 3 6 3 6 3 10 3 6 10 10 7 "/ . ' 4 7 4 7, 7 ; ' ' � % 4 4 7 7 4 4 2 0 0.0 6' 'r'. 3 6 3 6 /. 3 6 3 6 - 3 6 3 7 • , '/., ' • 4 7 4 7 • /j 4 7 4 * am( > ,..,,,,,,,,, * •� n 1/4••0 ELCO MALE/ FEMALE "PANELMATE" W/ 1 -1/4 MIN. EMBEDMENT & 1/4 - 20 MACHINE SCREW WITH NUT 4 8.0 12 12 12 12 12 12 5 7 12 12 11 3 5 11 8 12 12 12 12 12 12 6 8 12 12 11 3 6 11 8 6 2.0 12 12 9 12 12 12 3 5 12 12 10 / 4' 4 10 5 12 12 11 12 12 12 3 6 12 12 10 .!. ,,e4 5 10 S 72.0 12 8 8 12 12 10 .// 4 10 6 10 '.z 4 10 5 12 8 9 12 12 10 ' 5 10 6 10 '.• /, 5 10 5 92.0 12 4 6 12 12 10 ,/ / 4 10 5 10 //, 4 10 5 12 4 7 12 12 10 ',/,',., 5 10 5 10 .:: 5 10 5 200.0 10 '/ 4 10 5 10 '// 4 10 5 10 / / 4 10 5 10 , -' �• 5 10 5 10 , • • '� /.• 5 10 5 10 '// 5 10 5 ( 1/4 "0 RAWL w/ 7/8" L 1/4 -20 STEEL MACHINE POWERS CALK - IN EMBEDMENT STAINLESS SCREW 4 8.0 12 12 10 12 12 12 5 6 12 12 9 ' // 4 9 7 12 12 12 12 12 12 6 9 12 12 12 3 6 12 9 62.0 12 10 8 12 12 10 3 4 10 10 8 /, • 4 8 4 12 12 12 12 12 12 3 7 12 12 11 ; j 6 11 6 72.0 12 7 7 12 12 9 '2 . 4 9 5 8 .', • 4 8 4 12 8 11 12 12 11 3 6 11 6 11 • �/ 6 11 6 92.0 12 8 4 // 5 4 12 8 12 4 8 8 ; / -j / /, 4 4 8 8 4 4 8 8 %� ,, 2� 4 4 8 8 4 4 12 11 5 /,' ,: 8 6 12 11 12 6 11 11 ;.�% ' �!/ 6 6 11 11 6 6 11 11 ',/ /// 6 6 11 11 6 6 200.0 48.0 12 12 8 12 12 9 3 5 9 9 6 //: 3 6 4 12 12 12 12 12 12 11 8' 4 -,/ 7 5 11 8 11 8 8 7 7/ -,/, • .5 4 8 7 6 4 ] ] - � 62.0 12 7 6 12 12 7 ,' 3 7 7 5 ' ; 3 5 3 1 2 9 9 12 1/4••0 RAWL NAIL -IN MIN. EMBEDMENT POWERS ZAMAC W/ 1 -1/8 "' 72.0 10 4 5 10 10 6 /, 3 6 3 5 , 3 5 3 12 5 8 12 12 7 // . 4 7 4 7 ;' /• /. 4 7 4 92.0 8 5. r '.'% , '2 , ,'j 4 3 8 5 8 3 5 5 , !, j /// •/ , ,/ 3 3 5 5 3 3 5 -"7-. 5' 7,' / 3 3 5 5 3 3 10 7 3 r , ',• , 6 4 10 7 10 4 7 7 , , / .7- ' 4 4 7 7 4 4 7 7 '1/ ;.•/ 4 4 7 7 4 4 200.0 1/4"0 DYNABOLT ANCHOR 48.0 12 12 8 12 12 8 3 5 8 9 6 ../. T 3 3 6 4 12 12 12 12 12 10 4 7 10 10 7,. 5 7 5 no I� 6 2.0 11 6 6 11 11 6, ,. 3 6 6 5 5 3 12 8 9 12 12 8,,/ 5 8 8 7 '%! 4 7 3 ITW RED HEAD SLEEVE W/1 -1/8" MIN. EMBED. . 72.0 9 4 5 9 9 5 e . % 3 5 3 3 5 5 • �// // . 3 3 5 5 3 3 12 9 5 3 8 6 12 9 12 9 7 7 ' ' ',/,./, I. 4 7 7 4 3 7 7: '',',./ ;•:i 4 4 7 7 3 3 92.0 7 - %i/ 4 7 7 5 '// 3 5 200.0 5 ,, .' // � 3 5 3 5 ,'.•/ 7. 3 5 3 5 - /� / ,% 3 5 3 7 '/ / , 4 7 3 '- // ,/ 4 7 3 7 '// 4 7 3 * 1/4 EPDXY S.S. MACHINE 2" 4 8.0 12 12 12 12 12 12 11 12 12 12 12 6 11 12 12 12 12 12 12 12 12 11 12 12 12 12 6 11 12 12 #11M11111k1110 � 2 6 2.0 12 12 12 12 12 12 6 12 12 12 12 5 10 12 10 12 12 12 12 12 12 6 12 12 12 12 5 10 12 10 SCREW R001 - 20 ITW EPCON ANCHOR w/ SCREW w/ MIN. EM8EO. 72.0 12 12 12 12 12 12 5 10 12 12 12 5 10 12 10 12 12 12 12 12 12 5 10 12 12 12 5 10 12 10 92.0 12 8 12 12 12 12 5 10 12 10 12 5 10 12 10 12 8 12 12 12 12 5 10 12 10 12 5 10 12 10 200.0 12 5 10 12 10 12 5 10 12 10 12 5 10 12 10 12 5 10 12 10 12 5 10 12 10 12 5 10 12 10 12/17/98 15:38 ANCHOR NOTES: 1. SPANS & LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1. SHEET 6. 2. ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL. ANCHOR TYPE AND EOGE OISTANCE. SELECT DESIGN LOAO GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER ANO SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY 8E CONCRETE, HOLLOW BLOCK OR W000 FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEOMENT ANO EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE IS W000 FRAMING, W000 FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO AOEQUATE W000 FRAMING MEMBERS, NOT PLYWOOD. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2 "x4" (MIN.) WOOD STUD. 3/4" EDGE DISTANCE I5 ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE" G =0.5S OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR ANO MAY HAVE EITHER A PAN HEAD. TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT). U.O.N. 9. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. * DESIGNATES ANCHOR WHICH ARE REMOVABLE BY REMOVING WASHERED WINGNUT, NUT OR MACHINE SCREW. PRODUCT RED EwED ACCEPTANCE Na Ok U 1 y - U Z v( i a'TION DATL k\ & [ 2 00(.0 PRODUCI-coNI'ROL DIVISION BUILDING CODE COMPLIANCE OFFICE APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE GATE_ (N `AQ 19 BY . PRODUCT CO " OL OIVIS;ON BUILDING CODE COMPLIANCE OFfIC( 4CCEPTANCE NO ctct 0ZO8.01 0 U Z ,n .- < r' . , M a ; w . 0 4 ' LL N Q i N r z O s a 0 0 0 O o cr) a n O f- I, a P > 7 < o W zz W N O Y O w z L = < I -L- - FL L.c. PE 00. r r 0 C 1 VI I I.° I i i " i > • I it VJ. KNC nyICH !p4.F(SSION• (KIN FE: -. 0 3 9a9 !a.r 12/lu.! I ... , -- I a,.�•n ey 1 .:, NOT <OL � CJ V,n,i V •.r,no no. 98 -312 - _= .n..• .I . 1996 KNEZEVICH / ASSOCIATES. FASTENER SPACING ANCHOR SCHEDULE LOADS AND SPANS (INCHES) REQUIRED FOR VARIOUS DESIGN EXJSTTING STRUCTURE ANCHOR TYPE LOAD (w) PSF MAX. (SEE NOTE 1) MIN. 2" EDGE DISTANCE MIN. 3• EDGE DISTANCE SPANS UP TO S•_0" (SEE NOTE 1) SPANS UP TO S' -6" (SEE NOTE 1) SPANS UP TO 12' -0" (SEE NOTE 1) SPANS UP TO 5' -0" (SEE NOTE 1) SPANS UP TO 8' -6" (SEE NOTE 1) SPANS UP TO 12' -0" (SEE NOTE 1) 1 X CONNECTION 2 TYPE 3 I. 5 1 CONNECTION TYPE 2 3 4 5 1 CONNECTION 2 TYPE 3 4 5 1 CONNECTION 2 TYPE 3 4 5 1 CONNECTION 2 TYPE 3 4 5 1 CONNECTION 2 TYPE 3 4 5 CONCRETE �l „,„,\Ami�����um,„ 1 /4 "m ITW TAPCON W/ 1 -1/4" MIN. EMBEDMENT (MIN. 3.100 P.S.I. CONCRETE) 4 8.0 12 12 12 12 12 12 6 7 12 12 12 3 5 12 9 12 12 12 12 12 12 8 12 12 12 12 4 8 12 11 6 Z.0 12 12 10 12 12 12 4 6 12 12 11 3 5 11 6 12 12 12 12 12 12 5 9 12 12 12 3 7 12 7 72.0 12 9 9 12 12 11 3 5 11 7 11 3 5 11 6 12 11 12 12 12 12 4 8 12 9 12 3 7 12 7 92.0 12 5 7 5 12 12 11 3 5 11 6 11 3 5 11 6 12 6 10 12 12 12 3 7 12 7 12 3 7 12 7 200.0 11 3 11 6 11 3 5 11 6 11 3 5 11 6 12 3 7 12 7 12 3 7 12 7 12 3 7 12 7 *' aril � �- '1` 14)=03.- I /4"m ELCO MALE/ FEMALE 'PANELHATE w/ 1 -1/4 MIN. EMBEDMENT 8. 1/4 - MACHINE SCREW WITH NUT (MIN. 3,000 P.S.I. CONCRETE) 48.0 12 12 12 12 12 12 5 7 12 12 11 3 5 11 8 12 12 12 12 12 12 6 8 12 12 11 3 6 11 8 6 2.0 12 12 9 12 12 12 3 5 12 12 10 </2 . 4 10 5 12 12 11 12 12 12 3 6 12 12 10 " // 5 10 5 72.0 92.0 12 8 8 12 12 10 ', 4 10 6 10 . -. /. " l. 4 10 5 12 8 9 12 12 10 ': 5 10 6 10 , ; j 5 10 5 12 4 6 12 12 10 ', -,' 4. 10 5 10 ,.', 4 10 5 12 4 7 12 12 10 ,' /,' 5 10 5 10 .. j 5 10 5 200.0 10 ; -.% 4 10 5 10 ,� // 4 10 S 10 ,;/,, 4 10 5 10 ', . 5 10 5 10 , . % 5 10 5 10 ;,�! 5 10 5 / 1/4 RAwL w/ 7/8" 8. 1/4 - 20 STEEL MACHINE (MIN. 3.000 POWERS CALK -IN EMBEDMENT STAINLESS P.S.I. CONCRETE) SCREW 4 8.0 12 12 12 12 12 12 12 10 12 12 12 6 7 12 12 12 12 12 12 12 12 12 12 12 12 12 8 12 12 12 62.0 12 12 12 12 12 12 7 8 12 12 12 5 7 12 11 12 12 12 12 12 12 9 12 12 12 12 7 11 12 12 72.0 12 12 12 12 12 12 5 7 12 12 12 5 7 12 11 12 12 12 12 12 12 7 12 12 12 12 7 11 12 12 92.0 12 9 9 12 12 12 5 7 12 11 12 5 7 12 11 12 12 12 12 12 12 7 11 12 12 12 7 11 12 12 200.0 12 5 7 12 11 12 5 7 12 11 12 5 7 12 11 12 7 11 12 12 12 7 11 12 12 12 7 11 12 12 L (MIN. 4 8.0 12 12 11 12 12 12 5 6 12 12 10 /// , 4 10 7 12 12 12 12 12 12 6 10 12 12 12 3 7 12 9 62.0 12 11 9 12 12 11 3 5 11 11 9 // 9 /' 4 4 9 9 5 5 12 12 12 9 12 11 12 12 12 12 12 12 4 3 8 6 12 12 12 7 11 11 3 3 6 6 11 11 6 6 I^ 1/ 4."0 POWERS RAWL ZAMAC NAIL - IN W/ 1 - 1/8" MIN. EMBEDMENT 3.000 P.S.I. CONCRETE) 72.0 12 7 7 12 12 9 ; 4 9 5 92.0 12 4 6 12 12 './ 9 4. 9 5 9 r% 4 9 5 12 5 9 12 12 11 3 6 11 6 11 3 6 11 6 2 00.0 9 -./ 4 9 5 9' .< 4 9 5 9 / /, . 4. 9 5 11 3 6 11 6 11 3 6 11 6 11 3 6 11 6 Z 1/4'4'4 DYNABOLT ANCHOR (MIN. 4 8.0 12 12 12 12 12 12 7 8 12 12 12 4 6 12 11 12 12 12 12 12 12 9 12 12 12 12 5 9 12 12 u l (11111P12)---1.1 6 2.0 12 12 11 12 12 12 4 6 12 12 12 3 5 12 7 12 12 12 12 12 12 6 10 12 12 12 4 8 12 9 � 0 ITW RED MEAD SLEEVE W/1 - 1/8" MIN. EMBED. 2.100 P.S.I. CONCRETE) 72.0 12 10 9 12 12 12 3 5 12 8 12 3 5 12 7 12 12 12 12 12 12 L. 9 12 10 12 4 8 12 9 92.0 12 6 7 12 12 12 3 5 12 7 12 3 5 12 7 12 7 12 12 12 12 4 8 12 9 12 4 8 12 9 200.0 12 3 5 12 7 12 3 5 12 7 12 3 5 12 7 12 4 8 12 9 12 4 8 12 9 12 4 8 12 9 BOLT 1_1 (MIN. i 48.0 12 12 12 12 12 12 11 10 12 12 12 6 7 12 12 12 12 12 12 12 12 12 12 12 12 12 7 12 12 12 � - 6 2.0 12 12 12 12 12 12 7 8 12 12 12 5 6 12 10 12 12 12 12 12 12 8 12 12 12 12 6 11 12 12 1/4••15 PowERS RAWL DROP - IN 1/4 - 20 SIDEWALK (3/4"0 HEAD) W/ MIN. EEMB oMENT 2.000 P.9.1. CONCRETE) 72.0 12 .12 12 12 12 12 5 7 12 12 12 5 6 12 10 12 12 12 12 12 12 6 11 12 12 12 6 11 12 12 92.0 12 8 9 12 12 12 5 6 12 10 12 5 6 12 10 12 11 12 12 12 12 6 11 12 12 12 6 11 12 12 200.0 2 00.0 12 5 6 12 10 _ 12 5 6 12 10 12 5 6 12 10 , 12 6 11 12 12 12 6 11 12 12 12 6 11 12 12 12/17/98 15: 38 ANCHOR NOTES: 1. SPANS & LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1. SHEET 6. 2 ENTER TABLE 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 CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEOMENT ANO EOGE OISTANCE EXCLUOES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE IS W000 FRAMING, W000 FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2 "x (MIN.) WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR W000 FRAMING. WOOD STUO SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD. TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT), U.O.N. 9 . DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. * DESIGNATES ANCHOR WHICH ARE REMOVABLE BY REMOVING WASHERED WINGNUT, NUT OR MACHINE SCREW PRODUCT REititWED ACCEPTANCE No. O� O$ 1 - O) DT TION DAIL 1 \ /Ucj BY if PRO • •• NTROL DIVISION BUILDING CODE COMPLIANCE OFFICE APPROVED AS COMPLYING WITH THE SOUTH , F�LORIO BUILDING CODE oat 111 1 ` 19. BY ! / PRODUCT Cr"ROL OIVIS.ON BUILDING COOE COMPLIANCE OFFICE ACCEPEANCE NO 9 9.0201 0 ) F • .1 1 7i I c .2 I 10 ' N i V.J. K? ZZV1CH PROFESSIONAL EN N I FL Lic•n I PE 00,0 3.1J99_ ` qi air• i .i/1 1 1..IQn VP ( IcI .cw. P I -= y Srinp n:. -- - 98 -312 MIAMI 13051 883-9511 F T LAuDEROALE 1954.1 671 FASTENER SPACING ANCHOR SCHEDULE LOADS AND SPANS (INCHES) REQUIRED FOR VARIOUS DESIGN EXISTING STRUCTURE ANCHOR TYPE LOAD (w) PSF MAX. (SEE NOTE 1) MIN. 3/4 EDGE DISTANCE SPANS UP TO 5' -0" (SEE NOTE 1) SPANS UP TO 8" -6" (SEE NOTE 1) SPANS UP TO 12' -0" (SEE NOTE 1) 1 CONNECTION TYPE 2 3 4 5 1 CONNECTION 2 TYPE 3 1. 5 1 CONNECTION 2 TYPE 3 4 5 OOOM 4 8.0 12 12 12 12 12 12 12 9 12 12 12 6 6 12 12 6 Emamuuu' 1/4 0 WOOD LAG sCREW W/ 1 - 3/4 - THREAD PENETRATION (SHEAR PARALLEL TO GRAIN) 6 2.0 12 12 12 12 12 12 7 7 12 12 12 5 6 12 11 72.0 12 12 10 12 12 12 5 6 12 12 12 5 6 12 11 92.0 12 9 8 12 12 12 5 6 12 11 12 5 6 12 11 200.0 12 5 6 12 11 12 S 6 12 11 12 5 6 12 11 s_ 11111111111111 111111111U► 1 /4 W000 LAG SCREW W/ 1 -3/4 THREAD PENETRATION (SHEAR PERPENDICULAR TO GRAIN) 4 8.0 12 12 12 12 12 12 12 7 12 12 12 6 5 12 12 6 2.0 12 12 9 12 12 12 7 5 12 12 12 5 4 12 11 72.0 12 12 8 12 12 12 5 4 12 12 12 5 4 12 11 92.0 12 9 6 12 12 12 5 4 12 11 12 5 4 12 11 200.0 12 5 4 12 11 12 5 4 12 11 12 5 4 12 11 Ir amtlususienm- I v 51 ` 1/40 ELCCO MALE/ FEMALE - PANELMATE W/ 1 - 7/8 MIN. EMBEDMENT 1. 1/4 - 20 MACHINE SCREW WITH NUT 48.0 12 12 12 12 12 12 12 12 12 12 12 7 9 12 12 6 2.0 12 12 12 12 12 12 8 9 12 12 12 6 8 12 12 72.0 12 12 12 12 12 12 6 8 12 12 12 6 8 12 12 92.0 12 10 11 12 12 12 6 8 12 12 12 6 8 12 12 200.0 12 6 8 12 12 12 6 8 12 12 12 6 8 12 12 ' \1 4 8.0 12 12 12 12 12 12 5 7 12 12 10 3 5 10 8 62.0 12 12 9 12 12 11 3 S 11 11 9 ; - ',i, 4 9 5 7/16 BRASS w000 BUSHING W/ 5/8" EMBED. ANO 3/4 MIN. EDGE DISTANCE 72.0 12 7 8 12 12 10 2i. 4 10 6 9 /,j 4 9 S 92.0 12 4 6 12 12 9/ ;: 4 9 5 9 ,'.// , . 4 5 200.0 9 7,' 4. 9 5 9 < : 4 9 5 9 ;/' /, 4 9 5 12/17/98 15:38 ANCHOR NOTES: 1. SPANS & LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1, SHEET 8. 2. ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL. ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER ANO 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 ANO APPROPRIATE CONNECTION TYPE. SEE CONNECTION 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 W000 FRAMING. W000 FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS. NOT PLYW000. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2"x4" (MIN.) W000 STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. W000 STUD SHALL BE "SOUTHERN PINE " G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD. TRUSS HEAD. OR WAFER HEAD (SIDEWALK BOLT). U.O.N. 9. f!% DESIGNATES ANCHOR WHICH ARE REMOVABLE BY REMOVING WASHERED WINGNUT, NUT OR MACHINE SCREW. PRODUCT RENE'W'ED ACCEPTANCE No.01 U $1 L1.0 Z EDCPIRATION D AT t \ 1 /U q / 24.1-D to By � 41t. PRO OILK'ECONTROL DIVIKCIN BUILDING CODE COMPLIANCE OFF= DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. APPROVED AS COMPLYING WITH THE SOUTHF.ORIDA BUILDING CODE ,, DATE 1� ARGIN D�_ 19 BY PROOUCI CO(it1C0L DIVISION BUILOiNG CODE COMPLIANCE OFFICE ACCEPTANCE NO eel -QlQ •DI N 0 0 S u I O W wZ N_ 20.. > CC <0 Ow ow N (n : I 1 c ' 4 O O a 0 1' J 4 a r • , ; .J - a 4 • 0 i- .< Y n 4 o .: 4. a ^ a 0 • t o L L -I ' - I • N ti 4 V 0 N 4 r • C � 0 N > r VJ. KWIC 14 I PROM SIGMA OUR ' FL Lic • No. PE •0 0 .8 3 drawing n.. 98 - r... 1999 17 / I• /• 4J I � +• rMftO a7.ipn or� Nc d to NEGATIVE DESIGN LOAD W (PSF) TYPE I TYPE t1 TYPE 111 TYPE IV - U" 3 "H" HEADERS WITH STUD SILLS @ 6" 0.C. OR - F" TRACK WITH BOLTS @ 5" 0 C. 'k FOR STUDDED ANGLE MOUNTS, "F TRACK MOUNTS `1/ STUDS p 6" 0.C. & DIRECT MOUNTS W/ ANCHORS (n 6" O.C. (TOP & BOTTOM) "IC "U" & "H" HEADERS WITH STUD SILLS @ 12" 0.C. OR "F" TRACK WITH BOLTS p 12" O.C. k 'oir FOR STUDDED ANGLE MOUNTS. "F" TRACK MOUNTS W/ STUDS @ 12" O.C. & OIRECT MOUNTS W/ ANCHORS (la 12" 0.C. MAX. (TOP & BOTTOM) "iP 1.! L MAX. (FT -IN) L MAX. (FT -IN) L MAX. (FT -IN) L MAX. (FT -IN) 30.0 8 -8 12 -0 8 -8 12 -0 40.0 8 -8 11 -10 8 -8 11 -6 50.0 8 -8 11- 1 8 -8 10 -3 60.0 8 -8 10 -2 8 -8 9 -4 70.0 8 -8 9 -5 8 -8 8 -8 80.0 8 -6 8 -9 8 -1 8 -1 90.0 8 -0 8 -3 7 -2 7 -8 100.0 7 -4 7 -10 6 -6 7 -3 110.0 6- 8 7- 6 5- 10 6- 11 120.0 6 -2 7 -2 5 -5 6 -7 130.0 5 -7 6 -10 5 -0 6 -4 140.0 5 -3 6 -7 4 -7 6 -1 150.0 4 -10 6 -5 4 -3 5 -11 160.0 4 -7 6 -2 4 -0 5 -9 170.0 4 -4 5 -10 3 -9 5 -7 180.0 4 -0 5 -6 • 3 -7 5 -5 190.0 3 -10 5 -3 3 -5 5 -3 200.0 3 -8 4 -11 3 -3 4 -11 210.0 3- 6 4- 9 3- 1 4- 9 220.0 3 -4 4 -6 2 -11 4 -6 230.0 3 -2 4 - 4 2_9 4 - 1. POSITIVE (DESIGN LOAD (W) (PSF) ACTUAL SHUTTER SPAN (L) (FT -IN) MINIMUM SEPARATION FOR INSTALLATIONS 30' OR LESS ABOVE GRADE (INCHES) MINIMUM SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVEGRAOE (INCHES) 30 0 5 - 0 2 -5/8 1 -1/8 7 - 4 2 -5/8 1 -3/8 11 - 3 1/2 2 -7/8 2 - 1/4 12 0 3 -1/4 2 -5/8 40.0 5 - 0 2 -5/8 1 - 1/8 7 - 4 2 -5/8 1 -3/8 11 - 3 1/2 2 -7/8 2 -5/8 11 - 10 3 - 1/4 3 50.0 5 - 0 2 -3/1. 1 -1/8 7 - 4 2 -3/4 1 -1/2 11 - 2 3 3 60.0 5 - 0 2 -5/8 1 -1/4 7 - 4 2 -5/8 1 -1/2 10 - 8 3 3 70.0 5 - 0 2 -5/8 1 -1/4 7 - 4 2 -5/8 1 -5/8 10 - 3 3 3 80.0 S - 0 2 -5/8 1 -1/8 7 - 4 2 -5/8 1 -5/8 9 - 11 3 3 90.0 1 . - 0 2 -5/8 1 -1/8 7 - 4 2 -5/8 1 -3/4 9 - 7 3 3 100.0 4 - 0 2 -5/8 1 -1/8 7 - 4 2 -5/8 1 -7/8 9 - 1 3 3 110.0 4 - 0 2 -5/8 1 -1/3 7 - 4 2 -5/8 1 -1/2 8 - 8 3 3 120.0 4 - 0 2 -5/8 1 -1/3 7 - 4 2 -5/8 1 -1/2 8 - 4 2 -7/8 2 -5/8 12/17/98 15:38 TABLE 1 AND 2 NOTES: TABLE 1 - STORM PANEL SCHEDULE 1. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. ALLOWABLE STORM PANEL SPAN. 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES. USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE MAX. ALLOWABLE STORM PANEL SPANS. 3. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. STORM PANEL SEPARATION FROM GLASS. 4. = FOR TYPE I & II - BOLTS REQUIRED @ MIDSPAN TO HOLD PANEL SEAMS TOGETHER. FOR TYPE III & IV - NO BOLTS REQUIRED TO HOLD PANEL SEAMS TOGETHER. TABLE 2 - SEPARATION FROM GLASS SCHEDULE PRODUCT RENEWED ACCEPTANCE NO - O $1 I. O Z EXPIRATION DAT' I \ /Oq / Z 00 (o BY RO ••NTROLDIVISION BUILDING CODE COMPLIANCt OFFICE APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT t t . _ 19 BY PRODUCT CON al OIVIS!ON BUILDING CODE COhIPLIANCE OFFICE ACCEPTANCE NO cl i '010844_ _ 4 • a .� - L - 2 ,I • T r t. > a I aisomiii IIIT= L__... V J. 1ft 11 ■ PROF( 1110NA1 N((R FL Lic . N0. PE 00 I' 3 F : 0 _1999_ .I• % II ]J • N IIA..rn by J •t NOVCOJl "C tr.rin• n.. 98 -312 .n..I of • BEAM SCHEDULE DESCRIPTION PANEL LENGTH BEAM SPAN Tw = .125" Tf = .125" 8' -0" 8 -1 " FINISH MATERIAL STUCCO. .' EDGE' AND /OR PLYW000 • w _ / - / OIST r / 1L "• MIN. 12/17/98 15:37 i O TRAP MOUNT DETAIL R SCALE : 3" = 1' -0•' v - FINISH MATERIAL STUCCO, / jt / / / /71171f AND /OR PLYWOOD ExISTING CONCRETE OR HOLLOW BLOCK. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE EXISTING CONCRETE OR HOLLOW BLOCK. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE — FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION "TYPE 3' 1/4"-20 STUD & WING NUT @ 6" O.C. FOR TYPE I Z. II AND (a 12" O.C. FOR TYPE III & IV \- 2" x 5" MAX. x .093" STUDDED ANGLE I 1' x 2' I x .055" 6063 -T6 ALUM. TUBE 12" x 2" REF. CONNECTION 'TYPE 1'- FASTENER. SEE ANCHOR SCHEDULE a.. OR 2•, 1/1. -20 STUO & WINGNUT, PANEL PANEL TO ANGLE CONNECTION (a 6" O.C. / 2" x 5" MAX. x .093" / STUDDED ANGLE - NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. O 2" x 2" ALUM. TUBE BUILD -OUT SCALE : 3" = 1' -0" S O ALT. TRAP MOUNT DETAIL SCALE : 3 = 1" -0 2" x 2" x .093 - STUDDED ANGLE `-- 1/4 "0 MACHINE BOLT — EXISTING CONCRETE OR HOLLOW BLOCK. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE — FINISH MATERIAL STUCCO, AND /OR PLYW000 FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION 'TYPE 3• 0 2" x 2" x .093" STUDDED ANGLE 1/4" -20 STUO & WING NUT @ 6" O.C. FOR TYPE 1 & II ANO (a 12" O.C. FOR TYPE III & IV THREE S /16 POWERS RAWL CALK -IN @ 3 -1/8" O.C. W/ 1 MIN. EMBED. IN CONC. OR HOLLOW BLOCK W/ 3 -3/4 "• MIN. EDGE GIST. FINISH MATERIAL STUCCO. AND /OR PLYWOOD J •• W W • W Z•v IL I I J • J -L • / EMB. , / u 0 EXISTING CONCRETE OR HOLLOW BLOCK. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE PRODUCT RENEWED ACCEPTANCE No. 0 \ -0% \ -k EXPIRATION DAT, \\ / Z-C3 C.) (.0 I' / BUILDING � JDE COMPLIANCE OFFICE • 2 x 2"x .093 " STUDOED ANGLE ✓ Iw • .� r —� I--Ot #I12 SMS (a 12 O.C. - 2 x 3" x 1/6" x 0' -8" 6063 -T6 ALUM. ANGLE TWO- 1/4. THRU BOLTS ALT. LEG DIRECTION NOTE THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. (MAX. DESIGN LOAD : 72 PSF) 0 STORM PANEL SUPPORT BEAM T SCALE : 3 = V -0" 1/4"0 THRU BOLT (Ql 12 O.C. ANGLE TO ANGLE CONNECTION 2" x 3" 2" x 4"' x 1/8" 2" x 5" 6063 -T6 ANGLE FASTENER. SEE ANCHOR SCHEDULE, REF. CONNECTION TYPE 3e • NTROL DIVISION ,2" MIN. J ♦, t EDGE DIST STORM PANEL BUILD -OUT SCALE : 3" = P -0" 0 - r J z 0. X Q 'Z r J m ■ 1- l7 —ALUM. BEAM (SEE BEAM SCHEDULE BELOW FOR Tf BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) 0 \ \- 1/6"-20 STUD & WING NUT @ 6 O.C. FOR TYPE 13 II 1 AND (a 12" O.C. FOR TYPE III & IV NON- STRUCTURAL �2 x 2" x .093" STUD ANGLE NOTE: THIS DETAIL MAY BE USED I PROVED AS COMPLYING WITH TTi' TOP OR BOTTOM OF PANEL. SOUTH FLORIDA BUILDING CODE DAT tA 8Y PRODUCT CO ROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N0.99 :In 0 A•nI I z I CD W I !NQ 12 a. incc 0 1 ■ ow I o W N � A !1 0 P 0 N 0 a 0 0 4 13 a N 0 4 Z 2f: ' J I N ; ; J VJ. KH[Z[VICH PAUFISS10NAL GIN(19 f•L Lic a No PE 0` 0 8) yE :0; 1999 4., . 11/:6/1/i 1 ,414,1 Ar ...n Ol C. sign 0711 1 vIK VIN do. owing no. 98 -312 .W••• S et • BEAM SCHEDULE DESCRIPTION PANEL LENGTH BEAM SPAN 2" x 5" Tw = .125' Tt 3 .125" 5 • -0 .. 9 . -5 " 8' -O" 8' -1" rn EXISTING CONCRETE OR HOLLOW BLOCK SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE —, 1 •. /1, /04 •.1, 1 -1/2'• MIN. SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) 1/4 - 0 THRU BOLT ANGLE TO ANGLE CONNECTION (al 12 O.C. 2" x 2" x .093" STUDDED ANGLE • 'o EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE WOOD FRAMEO POCKET CLOSURE FOR SLIDING DOOR 5'• TO 10" ,11 111 11 \11111 \111 1111 \11111 \ .1 • ..� \111 PLYWOOD E. STUCCO FINISH (MAX. DESIGN LOAD s 72 PSF) O POCKET DOOR DETAIL L SCALE : 3" = 1' -0'• O O ANGLE BUILD -OUT SCALE .3- • 1' -0' t /2" - r ' - FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION 'TYPE 4" 2" x 3" x 1/8" OR 2" x 5" x 1/8" CONT. ANGLE 6063 -T6 ALUM. (TYP. TOP & BOTTOM) NOTE* THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. 1/2 -13 MACHINE SCREW NUT 1/2 "0 POWERS RAWL CALK -IN (ul 12" O.C. ■/ 1/2 -13 MACHINE SCREW 0 2" x 3" x 1 /3" CONT. 6063 -T6 ALUM. ANGLE W/ 1/4" 0 THRU BOLT TO HEADER �10 12 O.C. 1/4" MAX EXISTING CONCRETE OR HOLLOW BLOCK SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE J m Q 1— w SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 21 GLASS OR 000R 2"x2 "x.093" ALUM. STUDDED ANGLE SCALE : 3" a 1 -0 r- MAX. 1/8" TILE FINISH MATERIAL 3/4" PLYWOOD 2" x 4" x 1/8" CONT. EXISTING CONCRETE. HOLLOW BLOCK OR �. W000 FRAMING. SEE ANCHOR SCHEO. BASED 1, ON TYPE OF STRUCTURE -- (MAX. FINISH MATERIAL, STUCCO AND /OR PLYWOOD r Tw #12 SMS @ 12" O.C. (MAX. DESIGN LOAD z 72 PSF) HEADER MOUNT DETAIL ALUM. TUBE (6063 -T6) — 1/2 "0 THRU BOLT (07 12" O.C. 1/4"0 POWERS RAWL CALK -IN ® 12 O.C. WITH 7/8" MIN. EMB. IN CONC. OR HOLLOW BLOCK OR 1/4"0 LAG SCREW (al 24" O.C. W/ 1 -1/2" MIN. EMB. IN W000. WOOD SHALL BE OF SPECIFIC GRAVITY G OF 0.55 OR GREATER `2" x 2" x 1/8" CONT. ALUM. ANGLE 6063 -T6 DESIGN LOAD = 72 PSF) THREE 5/16 "0 POWERS RAWL CALK -IN ® 3 -1/8" O.C. W/ 1 MIN. EMBED. IN CONC. OR HOLLOW BLOCK W/ 3 -3/4" MIN. EDGE DIST. 1/4••0 POWERS RAWL CALK -IN (d 5" is / /_- a . O.C. WITH 7/8" MIN. EMB. IN CONC. OR I HOLLOW BLOCK OR 1/4 "a LAG SCREW( ` ~w— • (al 12" O.C. W/ 1 -1/2" MIN. EMB. IN W000. WOOD SHALL BE OF SPECIFIC GRAVITY G OF 0.55 OR GREATER "PASS THRU' DETAIL OM SCALE : 3" _ , _o PRODUCT RENEWED ALT. LEG DIRECTION TWO - 1/4 THRU BOLTS � --- 2" x 3" x 1/4" x 0'-8" / 6063 -T6 ALUM. ANGLE ALUM. BEAM (SEE BEAM SCHEDULE BELOW FOR BEAM DESCRIPTION E. r MAX. HORIZONTAL SPANS) J w z Q a X Q F 11 f l7 z W J J w z Q a X Q SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 21 2" x 2 x .093" STUOOED ANGLE ACCEPTANCE ANCE N^)L: ` 1 • V C- EXPIRATION DA'I. \'t / (A ' ZOOt By PROD O • NCROL DMSIQDi 8UI DING CODE COMPi.IANCt OfICI: I 1" x 3 2• x 3" / r, , x .055" 6063 -T6 EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE `EMB 2" x 5" x 1/8'• CONT. L ANGLE 6061 -T6 ALUM. w/ EXISTING CONCRETE 1/4"<15 STUD c 12" O.C. OR HOLLOW BLOCK SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE ALUM. TUBE FINISH MATERIAL, STUCCO AND /OR PLYWOOD —� NOTES THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. (MAX. DESIGN LOAO = 72 PSF) EDGE MOUNT DETAIL SCALE : 3" = 1' -0" O HEADER MOUNT DETAIL SCALE 3" = 1• -0" •- 5/16 " 0 POWERS RAWL CALK -IN (al 5" O.C. W/ 1" MIN. EMB. INTO CONC. OR HOLLOW BLOCK. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT A\tC 0 BY PRODUCT CO ROL OIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO ( 1 CI -010 B •n� - FASTENER. SEE ANCHOR SCHEDULE. REF. CONNECTION "TYPE 2" 1/4" MAX. .1/2" MAX. t I-- z w w 0 0 cn a U . > � N w z 1 0 0 0 71 0 X VJ. KK P R'JF(S(ION ( NUR I FL Lic Ne. PE 0. .•t13 s Q",3 19_9_9_ 98 -312 .n..e. • 12/17/98 15:37 SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) GLASS OR DOOR 1 AEI 4111111011M nn. r. Nn,::: ::. a ■ N z EMBE PLYWOOD AND STUCCO FINISH 2" x 6" P.T. W000 BLOCKING 1/1.-20 S.S. BOLT & WINGNUT © 12" O.C. MIN. 2" x 2" x .125 MAX. 4•• x 4" x .125" CONT. 6063 -T6 ALUM. ALLOY OR 18 GAGE GALV. STEEL ANGLE I WALL MOUNT SECTION (BOTTOM) SCALE : 3'• = 1' -0•' CORNER DETAIL SCALE : 3" = 1• -0•• OCONT '-FOR W000 BLOCKING USE 1/4"0 S.S. LAG SCREW W/ 1 -1/2" PENETRATION INTO W000 BLOCKING @ 12" O.C. STORM PANEL a m e 0 W J J JJ Z Q. X CONT. Z TWO 1 /4"m S.S. LAG SCREW @ 21." O.C. MAX. W/ 1 -3/4" PENETRATION IN CENTER OF STUDS 1/ 4-20 MACHINE BOLT & WINGNUT @ 5" O.C? FOR TYPE I & II ANO @ 12" 0.C. FOR TYPE III 3 IV PRODUCT RENEWED (MAX. DESIGN LOAD s 72 PSF) ACCEPTANCE No. O 0S3t4' NOTE: THIS DETAIL MAY BE USED 1 ` /�� / Z � AT TOP OR BOTTOM OF PANELS. EXPIRATION D \1L `o r STORM PANEL BY N PROM CONTROL DIVWBICV dUI DLNG CODE c MPU WC>r OPI'ECE THREE 1/ 4"0 W000 LAG SCREWS W/ 2 -1/2" MIN. EMBED. @ 21." 0.C. MAX. CONT. 6" x .250" ALUM. PLATE ACROSS W000 JOIST OR ROOF TRUSS PROVIDE CONT. PLATE WHERE TRACK ENDS BETWEEN TRUSSES - SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED (TABLE 2) 1/2..V, N O SOFFIT CONNECTION DETAIL J SCALE : 3" = V-0" GLASS SEE MIN. STORM OR DOOR — � PANEL SEPARATION FROM GLASS SCHED. (TABLE 21 • ® CONT 1/4 -20 MACHINE \ BOLT 3 NUT @ 12" 0.C. CONT. (TYP OP E. BOTTOM '\ \ --EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. ALT. BUILD -OUT MOUNT SECTION SCALE : 3" = V-0" (MAX. DESIGN LOAD s 72 PSF) EXISTING CONCRETE, :I0LLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE ! Tom / /7 — W000 ROOF TRUSS OR FRAMING MEMBER . �1 1111. SMS BETWEEN TRUSSES @ 12" 0.C. FINISH MATERIAL STUCCO. NI Z ANO /OR PLYWOOD ' ›f-/ 1/4" MAX. EMBED / S -FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION TYPE 4' *.--FINISH MATERIAL STUCCO, AND /OR PLYWOOD SEE MIN. STORM - SIDE CLOSURE REQ'D. (SEE PLAN VIEW SEC. A / 1) 1/4 -20 MACHINE BOLT & WINGNUT @ 6" 0.C. FOR TYPE I & II ANO 1 12 0.C. FOR TYPE III USE REMOVABLE ANCHORS ONLY @ 6." 0.C. MAX. FOR TYPE I & II AND @ 12" 0.C. MAX. FOR TYPE III & IV. BUT 00 NOT EXCEED ANCHOR SCHEDULE SPACING. FASTENER SEE ANCHOR SCHEDULE REF. CONNECTION 'TYPE 1' (LOCATE FASTENER IN NARROW PORTION OF KEYHOLE SLOT) EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING. SEE ANCHOR SCHED BASED ON TYPE OF STRUCTURE PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED (TABLE 2) O GLASS OR 000R & IV ,• EMBED r FINISH MATERIAL STUCCO, AND /OR PLYWOOD / FASTENER. SEE ANCHOR SCHEDULE. REF. CONNECTION "TYPE 4' 2" x 3•• x 1/8" CONT. ANGLE OR / 2" X 5" x 1/8" ANGLE 6063 -T6 ALUM. W/ 1/4" 0 THRU BOLT TO HEADER @ 12" 0.C. 1/4" MAX. ANGLE BUILD -OUT SCALE : 3" = 1• -0•• SCALE : 3" = 1• -0'• • • 1 , - FINISH MATERIAL STUCCO. AND /OR PLYWOOD DIRECT MOUNT DETAIL AP2OVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE (MAX. DESIGN LOAD 2 72 PSMT 8Y P= / PRODUCT C ; ' TROL DIMS ON BUILDING CODE COMPLIANCE Off ICE ACCEPTANCE NO19 QI 19 is 0 I i y ., — I � � 1 • VJ. KNC PRUf(tSIO '_ (Nr ((R FL Lic No. Pe Q;Q •3 A. ' : ....0. •..1959 $2 /INf } I : Or w .. • n b Id. olio 0 �Ic a �� vMJ vM y. -,n. n.. 98 -312 •n••r • •r • I" it 7 /OA i S• to EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) GLASS OR 000R r N 0 .w V 0 W EXISTING CONCRETE. .0 HOLLOW BLOCK OR K W WOOD FRAMING. SEE ANCHOR SCHED. BASED .0 ON TYPE OF STRUCTURE - -/ • / EMBED EXISTING CONCRETE, � EMBED WOOD FRAMING. SEE ANCHOR SCHED. BASED %o /i ON TYPE OF STRUCTURE --+ w ( w GLASS OR DOOR EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE ANGLE TO WALL DETAIL / FINISH MA TERIAL STUCCO. ANO /OR PLYWOOD FASTENER SEE ANCHOR SCHEOULE REF. CONNEC TION''YP `TYPE 2' 1 1/2" MAX SEE MIN. STORM PANEL SE PARATION FROM GLASS SCHED. (TABLE 2) SO CONT. (TYP. TOP & BOTTOM CONT7-\ ®CON T I/4•• MAX. GLASS OR 000R J 4 SEE MIN STORM a PANEL SEPARATION X FROM GLASS SCHED. <1 (TABLE 2) FASTENER. SEE 1/4 -20 MACHINE BOLT ANCHOR SCHEOULE & WINGNUT @ 6'" 0.C. REF. CONNECTION 'TYPE 4' FOR TYPE I & II AND (a 12" 0.C. FOR TYPE WALL MOUNT SECTION SCALE : 3" = 1-0" FINISH MATERIAL STUCCO, AND /OR PLYWOOD 2 8E01 /-- FASTENER. SEE ANCHOR SCHEDULE REF. CONNEC TION 'TYPE 4• : d 1/4 -20 MACHINE F}- BOLT & NUT 12" O.C. SCALE : 3•' 1' -0 PANEL TO ANGLE DETAIL >` - 1/4 -20 MACHINE BOLT • NUT @ 6" O.C. FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION "T 4' 1/4" MAX. ■ SIDE CLOSURE REQ•D. (SEE PLAN VIEW SEC. A /1) 1 MAX. DESIGN LOAD =130 P.S.F. \ -100 P.S.F. J BUILD -OUT MOUNT SECTION 1/4 -20 MACHINE BOLT & WINGNUT 6" 0.C. FOR TYPE I & II AND ® 12 O.C. FOR TYPE III & IV III & IV NOTE: PLYWOOD FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION 'TYPE 4" AND SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHEO. (TABLE 2) GLASS OR DOOR 'V - W000 FRAMING FASTENER. SEE ANCHOR SCHEDULE REF CONNECTION'TYPE 3' EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE - % r - PLYWOOD ANO STUCCO FINISH SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED (TABLE 2) 1/4" MAX. EDGE OIST tI E7. w: W J: J uwI 4 z5— 4 . w de . V) X '—. 4� Et THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. WOOD CEILING/INSIDE MOUNT SECTION SCALE : 3" = 1 -0" STUCCO FINISH w w 1- J EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE -• CONT. W000 FRAMING ANGLE TO WALL DETAIL OCONT GLASS OR DOOR — OCONT. O E WALL MOUNT SECTION SCALE : 3" a 1• -0•' - FASTENER. SEE ANCHOR SCHEDULE �. REF. CONNEC rioN .TYPE 3' E.•o , •EDGE •m • E' EQ. W I— EXISTING STUCCO FINISH (TYP ) 0 1/4" MAX. - - 1/4 -20 MACHINE BOLT b WINGNUT 6" 0.C. FOR TYPE I II ANO (a11 0.C. FOR TYPE III & IV !' EDGE DIST.1 FASTENER. SEE ANCHOR SCHEOULE REF. CONNECTION'1YPEg CEILING/INSIDE MOUNT SECTION — SCALE : 3" = 1 -0" O w E w USE REMOVABLE ANCHORS ONLY (al 6" 0.C. MAX. FOR TYPE I & II AND @ 12" 0.C. MAX. FOR TYPE III & IV, BUT DO NOT EXCEED ANCHOR SCHEOULE SPACING. FASTENER SEE ANCHOR SCHEOULE r� REF. CONNECTION 'TYPE 1' (LOCATE FASTENER Q IN NARROW PORTION OF KEYHOLE SLOT) 1/4" MAX L 1/4 -20 MACHINE BOLT & WINGNUT (al 6" 0.C. FOR TYPE I & II ANO (TYP.) @ 12" 0.C. FOR TYPE I11 & IV PANEL TO ANGLE DETAIL APPROVED AS COMPLYING WITH TILE SOUTH FLORIDA BU!LOIIG CODE DATE PA 1 1‘L 19 8Y _ PRODUCT CORTROL OIV :S ON BUILDING COOE COMPLIANCE O ACCEPTANCE NO ].D1�L_ B 0. L I r y i _ 1 I (N . , I ro 1 V.J. KN[ZtVICH II PROF ESSION♦ ' NGINCCR FL L.• • se No PE 0. 1.903 ..- .. IJIIene �•e Noreo][wn'MCJ 'design er •c11•4 e 0,-,.,,, n•. 98 -312 ( •n•u a of • 2 "h" HEADER 12/17/98 1 5: 38 PROOUC T MARKING LOCATION -- r .055' FULL PANEL 2.00" 30 "U" HEADER - PRODUCT MARKING (OPTIONAL LOCATION) 400 0 STORM PANEL SCALE 3" 1'• 0 185" 066" .0i •o I 122_1 • ( T P I 0SS" 2 . 000 GENERAL_ NOTES: 1. THIS SHUTTER SYSTEM IS DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE 1994 EDITION. 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS IN ACCORDANCE WITH ASCE 7 -88 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES ". TABLES SHALL BE REFERENCED AT THE APPROPRIATE DESIGN LOADS. 3. STORM PANELS SHALL BE 20 GAUGE STEEL It = .035 ") CONFORMING TO ASTM A653, STRUCTURAL QUALITY. GRADE SO, G60 GALVANIZED COATING. ALUMINUM EXTRUSIONS SHALL BE 6063 -T6, U.O.N. 4. PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE END OF THE PANEL WITH A MIN. OF ONE MARKING PER PANEL. AND SHALL BE LABELED AS FOLLOWS: ATLANTIC SHUTTERS. INC. NORTH MIAMI BEACH. FL MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED 5. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.S.I. 6. TYPE I & 11 PANELS LESS THAN OR EQUAL TO 88" IN HEIGHT SHALL BE FASTENED AT OVERLAPS AT MIDSPAN W/ 1/4 -20 x 1" SIDEWALK BOLTS W/ DIE CAST ALUMINUM WASHERED WINGNUTS (SEE TYPICAL ELEVATIONS). TYPE 13. II PANEL SPANS GREATER THAN 88" BUT LESS THAN 144" USE FASTENERS AT 1/3 SPANS. FOR TYPE I & II PANEL SPANS LESS THAN 33" FASTENERS ARE NOT REQUIRED. TYPE 111 & IV. NO BOLTS AT PANEL OVERLAPS ARE REQUIRED. 7. MATERIAL SPECIFICATIONS NOTED HEREIN ARE THE MANUFACTURERS • REPRESENTATION OF MATERIALS USED IN PRODUCT TESTING. 8. THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT, CYCLIC AND UNIFORM STATIC AIR PRESSURE TESTING IN CONFORMANCE WITH DADE COUNTY PROTOCOLS PA 201, 203, AND 202. REFERENCE CONSTRUCTION TESTING CORPORATION (CTC) TEST REPORTS No. 95 -007. No. 95 -026. 98-008 AND 98 -006R. 9. TOP & BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. 10. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. EMBEDMENT LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER FINISHES. 11. AT LEAST ONE WARNING NOTE PER OPENING SHALL BE PLACED IN A CONSPICUOUS LOCATION ON ANY OF THE COMPONENTS OF STORM PANEL SYSTEM ADVISING THE HOME OWNER OR TENANT THAT THE STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING BOLTS ARE PROPERLY INSTALLED AS SHOWN ON THESE APPROVED DRAWING. -- 107':666" SCALE : 3•• = 1'- 0'" SCALE : 3" = 1'- 0" SCALE : 3" = 1'- 0 " `5'• 6.00" COVERAGE 7.50" HALF PANEL N — 120" TYP HORIZONTAL LEG OPTIONAL (LEFT OR RIGHT) ® OPTIONAL ANGLE 50 ANGLE VARIES: 5.25" MAX.) SCALE : 3'" = 1'- 0"' SCALE : 3" = 1'- 0" .411@5.; S .O'• .25 "II (ZAMAC 3 ALLOY) 0 WASHERED WINGNUT SCALE . HALF SIZE FASTENER (al 12" O.C. FOR OESIGN LOADS LESS THAN OR EQUAL TO 100 PSF & (al 6" 0.C. 1 FOR DESIGN LOADS GREATER \ THAN 100 PSF 3. LESS THAN OR EQUAL TO 200 PSF. TOP MOUNT , 1/4 - 20 X 3/4 " MIN. owl PUNCHED INTO ANGLE O 6,6 . (SEE DETAILS FOR SPACING) 0103" TYP. 2.00 "1 © STUDDED ANGLE OVERLAP FASTENERS - (SEE PLAN VIEW & NOTE 6) TYPICAL ELEVATION - TYPE I (PERP >_ ___ c +— OVERLAP FASTENERS TYP. (SEE NOTE N 6) - ALUM. ANGLE CLOSURE PIECE: 1" x 2" x .125" MIN. TO 2"x5•"x.125• "MAX. EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING. (SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE) 6 (TY P) 112 TYP) WIDTH UNLIMITED TO PANEL SPAN) SECTION WIDTH UNLIMITED (PERP. TO PANEL SPAN SECTION O TYPICAL ELEVATION - TYPE III EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING. (SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE) SCALE: 1 -1/2" = TOP MOUNT OR OIRECT T MOUNT I WI 4.i N IEi r o i W J I J I W ; z 1;" Q d'w x -• Q IOTTOM MOUNT F TOP MouNr I • d p Q • z 8 0 b. T ct, BOTTDM M OUNT (NO BOLTS REQUIRED TO HOLD PANEL SEAMS TOGETHER FOR THESE MOUNTING CONDITIONS.) ALUM. ANGLE CLOSURE PIECE: CONTINUOUS FROM TOP TRACK/ THROUGH BOTTOM TRACK 1" x 2" x .125" MIN. TO , 2" x 5 " x .125 "• MAX. SECTION A WIOTM UNLIMITED I IPERP. TO PANEL SPAN ( "YP) WIDTH UNLIMITED ITYP) 1-1/2 - a MIN. SEC TION u , R{ M - MOUNT OR DIRECT MOUNT - OVERL FASTENERS (SEE PLAN VIEW & NOTE 6) TYPICAL ELEVATION - TYPE II :(PERP. TO PANEL SPAN- TOP MOUNT OR OIRECT • MOUNT L. BOTTOM MOUNT OR OIRECT MOUNT TYPICAL ELEVATION - TYPE IV FASTENER dal 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 100 PSF & @ 6" O.C. FOR DESIGN LOAOS GREATER THAN 100 PSF & LESS THAN OR EQUAL TO 200 PSF. }- 1/2" MIN. OVERLAP APPROVED AS COMPLYING WITH THE SOUTH FLORIDA PUIIDING CODE OAT BY PRODUCT CO(IROI DIVIS.Orl BUILDING COOE COMPLIANCE OFFICE ACCEPTANCE NO -01 .0 Y • 1 j O Y - UJ Q j 0 °o o ; • In Q <1 u > w N w z Y — 1 L 2 4 0 r ; • zj�1 tA Uri U�p V.J. IQd UVKH 1'AUfESSIO AL Ci1N((R I FL IIE� • Not FL 1 e7 y..,Inq n.. 98 -312 ..••• 114 M1AMIOADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 - 2908 TRACO Security Windows & Doors, Inc. 5100 N.W. 72 Avenue Miami, FL 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: Series 2100 Aluminum Horizontal Sliding Window APPROVAL DOCUMENT: Drawing No. W02 -06, dated 01/16/02, with revision A dated 04/25/02, titled "Series -2100 Alum. Horiz. Sliding Window ", sheets 1 through 5, prepared by A1- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 98- 0429.06 and consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 02 -0204.01 Expiration Date: April 29, 2007 Approval Date: May 16, 2002 Page 1 HEAD/SILL CORNERS �I A O 15 � r 5 . r i lo i 1 1 1 1 I 1 I II 11 n I 11 II 11 4 zI u n n I I I I 11 1 1 I 1; 1 I I II I11 /' -11 Cl11 11 1 11 1 _ 1 1 i! ji � II . I Ii r II 1 �! 1 11 1 II I 8 I 1 1 II II H 1 16 1/2' 33 1/4' D.L OPG. 0.1.. OPG. 36 1/2' 23 5/l6' 23 5/18' HEAD/SILL CORNERS - A O 15 � r 5 . r i lo i 1 1 1 1 I 1 1 1' I 1 1 � • II 11 `/ I t '%' 1 / II .--Jr.....-. / 1 t 11 11 11 1 � 11 - 1 1 1 1 I 1; 1 I I II I11 /' -11 Cl11 11 1 11 1 _ 1 1 i! ji r 1 1 1 1 1 33 1/4', H 1 16 1/2' 33 1/4' D.L OPG. 0.1.. OPG. 36 1/2' VENT WIDTH .._ 108 3/4 _ FALSE MATINS SURFACE APPLIED OPTILPIAL TYPICAL ELEVATION I tbt tD UNITS DSO ANN. GLASS OR 3/16' ANN. GLASS OR 3/18' TEMP. GLASS GLAZING DETAIL NON - IMPACT RESISTANT GLASS MIAMI DADE COUNTY APPR'D IMPACT RESISTANT SHUTTERS REDD. FOR ALL INSTALLATIONS GLAZING COMPOUND SCHNEE MOREHEAD 5555 FALSE NUNTINS SURFACE APPLIED OPTIONAL NOTES; 1. THIS PRODUCT 15 DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE OF THE 2001 FLORIDA BUILDING 000E. ALSO FOR WIND LOADS AS PER ASCE 7 USING CORRESPONDING LOADS. 2. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETMLS. ANCHOR EMBEDMENT TO BASE MATERIAL SHAH. BE BEYOND WALL DRESSING OR STUCCO. Enpr. DR. HIMAYOUN FN1000 STRUCTUFtES FLA. 16657 b 20 2 /.•:erow:l to we:p! 4sB wee the 11.trith: /NANA . C .. Dal .I — . . • •1 NOAe •F'7a117�.r. } Marl oxide Produce 0 P1_V i 0 0 it 2 w drowinq no. W02 -06 sheet 1 of 5 DESIGN LOAD CAPACITY - PSP (X0 OR OX SIZES) WINDOW DIMS. A .. STANDARD SILL SILL WITH RISER DSB ANN. GLASS 3/16" ANN. GLASS 3/16" TEMP. GLASS D56 ANN. GLASS 3/18" ANN. GLASS 3/16' TEMP. GLASS WIDTH HOLM DR.( +) INT.( -) DR.( +) INT.( -) EXT.( +) INT.( -) EXT. ( +) INT.( -) Dcr.( +) IM.( -) DT( 4) INT.( -) 26 -1/2' 37' 53 -1/8' 60' 74' 28' ( 2 44.0 78.4 44.0 107.0 44.0 107.0 53.3 78.4 53.3 125.0 5.3.3 107.0 4 44.0 78.4 44.0 125.0 44.0 125.0 53.3 78.4 53.3 125.0 53.3 125.0 6 44.0 72.7 44.0 125.0 44.0 125.0 53.3 72.7 53.3 125.0 53.3 125.0 8 44.0 64.7 44.0 111.7 44.0 125.0 5.3.3 64.7 53.3 111.7 53.3 125.0 6 44.0 50.9 44.0 89.2 44.0 115.0 50.9 50.9 5.3.3 89.2 53.3 115.0 28 -1/2' 37' 53 -1/8' 60" 74" 38 -3/8' ( 2 44.0 72.5 44.0 72.5 44.0 72.5 53.3 72.5 53.3 72.5 53.3 72.5 4 44.0 60.9 44.0 103.9 44.0 103.9 53.3 60.9 53.3 103.9 53.3 103.9 8 44.0 51.3 44.0 83.7 44.0 107.9 51.3 51.3 5.3.3 83.7 53.3 107.9 6 44.0 46.8 44.0 75.1 44.0 96.1 46.8 46.8 53.3 75.1 53.3 96.1 8 - - 44.0 63.6 44.0 77.9 - - 5.3.3 63.6 53.3 77.9 28 -1/2' 37' 53 -1/8" 80' 74' 50 -5/6' ( 2 44.0 55.0 44.0 55.0 44.0 55.0 53.3 55.0 53.3 55.0 53.3 55.0 4 44.0 49.2 44.0 78.7 44.0 78.7 49.2 49.2 53.3 78.7 53.3 78.7 8 36.3 38.3 44.0 62.4 44.0 72.5 38.3 36.3 53.3 62.4 53.3 72.5 6 - - 44.0 55.7 44.0 67.3 - - 53.3 55.7 53.3 67.3 6 - - 44.0 49.5 44.0 59.0 - - 49.5 49.5 49.5 59.0 26 -1/2' 37' 53 -1/8' 60' 74' 63" ( 2 44.0 44.2 44.0 44.2 44.0 44.2 47.2 44.2 5.3.3 44.2 53.3 44.2 4 34.4 34.4 44.0 63.3 44.0 83.3 34.4 34.4 53.3 83.3 53.3 63.3 8 - - 44.0 49.7 44.0 54.5 - - 49.7 49.7 53.3 54.5 6 - - 42.6 42.6 44.0 49.9 - - 42.6 42.6 49.9 49.9 6 - - 38.1 38.1 43.6 43.6 - - 38.1 36.1 4.3.6 43.8 DESIGN LOAD CAPACITY - PSI" (I0X SIZES) WINDOW DIMS. A STANDARD SILL SILL WITH RISER S /16" ANN. GLASS 3/16' ANN. GLASS 3 /16" TEMP. GLASS WIDTH HEIGHT EXT.( +) INT.(-) OR.( +) INT.( -) £XT.( +) INT.( -) 74' 63" 97" 109" 111' 26 (2) 8 44.0 125.0 53.3 125.0 53.3 125.0 9 44.0 120.1 53.3 120.1 53.3 125.0 9 44.0 102.9 53.3 102.9 53.3 125.0 9 44.0 90.7 53.3 90.7 53.3 117.1 9 44.0 89.3 53.3 89.3 53.3 115.0 74" 65' 109" 111' 38-3/8 (3) 6 44.0 89.8 53.3 89.8 53.3 103.9 9 44.0 78.7 53.3 78.7 53.3 101.7 9 44.0 70.5 53.3 70.5 53.3 89.1 9 44.0 64.7 53.3 64.7 53.3 79.3 9 44.0 63.7 53.3 63.7 53.3 77.9 74" 85" 97" 109" 111' 50-5/8 (4) 8 44.0 67.6 53.3 87.6 53.3 76.1 9 44.0 58.9 53.3 58.9 53.3 69.6 9 44.0 51.6 51.8 51.6 53.3 84.5 9 44.0 50.2 50.2 50.2 53.3 60.1 9 44.0 49.6 49.6 49.6 53.3 59.0 74' 85' 97" 109' 63' ( 8 44.0 58.5 53.3 56.5 53.3 57.5 9 44.0 45.6 45.6 45.6 52.0 52.0 9 39.3 39.3 39.3 39.3 47.5 47.5 9 38.6 38.6 38.6 38.6 44.1 44.1 4 A - NO. OF ANCHORS PER HEAD & SILL . NO. OF ANCHORS PER JAMB A - N0. OF ANCHORS PER HEAD & SILL - NO. OF ANCHORS PER JAMB �% ILO Enor: DR. HUMAYOUN FAR000 STRUCTURES RA. PE / 16557 APPROVED CONFIGURATION$ GLASS WIDTHS TO BE EQUAL ON MOVING MD FIXED UTES WINDOWS TO BE PROTECTED BY MIAMI DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS Approved in comply/ ad with Me Florid* BIWies Code ROM Mud Dade Product Cashel By sheet dot $ 8 IV drawing no. W02 -06 fIU PART / QUANTITY DISCRIP1ION MATBRLL MANP. /SUPPLIER /AEMARXS 1 070-00 -360 I FRAME HEAD 6063 -76 - 2 070-00 -220 1 FRAME SILL 6063 -17 - 3 050-00 -367 2 FRAYS JAMB 6063 -T6 — 4 050- 00-119 1/ VENT FOXED RAIL 0003 -T6 - 0 051-00 -165 I/ VENT VOW MEETING RAIL 6063-11 - 0 051 -00 -160 2/ VENT TOP AND BOTTOM RAIL 6063 -TO - 7 050-00 -102 1/ VENT JAYS STILE 00633 -T8 - 6 - AS RE00. FRAME ASSEMBLY SCREW - /8 x 3/4• P.H. PHILUPS SUS 9 004-00 -006 - G ADNO BEAD ALUMINUM ROLL FORMED 10 - AS RECD. FIX. RAIL DLL SCREWS - 15 X 2• SMS 10A - AS RECD. PIX. RAIL HEAD SCREWS - 0 x 1 5YS 11 - AS RECD. VENT ASSEMBLY WRENS - 010 X 1 P.H. 5YS 12 051-00 -353 - SILL ADD-ON RISER 6063 -16 - 13 - 2/ VENT PLASTIC ROLLERS IN PLASTIC MOUSING - SECURITY 14 - 2/ VENT SWEEP LOCK AT 6-3/4 FROM ENDS - SECURITY 15 046 -00 -050 AS RE00. BULB WEATHERSTRIPPING (.156 X .300) VINYL YRBORO 19614 10 046 -00 -017 AS REED. FLAP WEATHERSTRIPPING (.210 X .490) VINYL WIBORO /2169 17 046 -00 -030 AS REED. FLAP WEATHERSTRIPPING (.170 X .450) VINYL WIBORO /2205 16 046 -00 -036 AS RECD. FLAP WEAT¢RSTRIPPING (.165 It .500) VINYL WXBORO /2168 19 047-00 -001 AS REED. PILE 11114 FlN SEAL (.167 x .170) - AMES'BURY /17317 -187 20 - AS RECD. 2' x I -I /4' x 1/8 PLATE 6063 -15 BELOW EACH FIX. MTG. RA0. W " VI TYPICAL ANCHORS SEE ELEV FOR SPACING J I v it a TYPICAL ANCHORS - SEE ELEV. FOR SPACING SILICONE WOOD BUCKS NOT BY TRACO SECURITY. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1 BY OR 2 BY WOOD BUCK OPTIONAL ADD-044 RISER SEE CHARTS TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS: SEE ELEV. /CHART FOR SPACING 3/16• TAPCON$ INTO 28Y WOOD BUCKS OR WOOD STRUCTURE 1 - 3/8" MIN. PENETRATION INTO W000 THRU 1 BY WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1 -1/4' MIN. EMBED INTO MASONRY OR CONC. SEALANTS: FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL SEALED WITH SCHNEE MOREHEAD 5504 SEALANT. WEEPHOLES; WI - (1' X 3/8' WEEPHOLES) THREE PER VENT AT 5" FROM VENT ENDS & AT MID WIDTH Enpr, OXX. HUYAYWN FAR000 STRUCTURES FLA. Pt # 16557 R 2 5 2002 APP1ovd is comMYmi wNb tW Flosida ▪ Z7 Bolding � Code 6\ NOAi Y 'L U MW Dade PNOdsdN Zr e 7/1411 a 8 r z $ 0� n O W t 0 01 ^ W 8 O m � 10_1 srto drawing no. W02 -06 sheet 3 of 5 1BY OR 28Y WOOD BUCK • VENT WIDTH D.L OPG. EXTERIOR WINDOW WIDTH XO LAYOUT OX OPPOSITE XOX LAYOUT O.L OPO. TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 /e• SIOM MAX. TYPICAL ANCHORS SEE ELEV. FOR SPACING Engr•. OR. HUMAYOUN FARo00 STRUCIURE4 Fla. PE 16357 Approved as complying with the Florida Bolding Cade , NOM Miami Bade Product Contra) 11 t 110 drowsing no. W02 -06 (sheet 4of 5 4 .450 2.o5o 1 ^1374- 1 a000 II j .078 j 1�— 2.124 FRAME SILL FRAME JAMB FIXED MTG. RAIL J JAMB STILE ,125J —2.250 1.188 J SILL RISER 6 -- 1637 -- — 1.187— MEETING RAIL } .750 1.109 VENT TOP /8017OM RAIL VFNT TOP /BOTTOM CORNFR FIXEn MTG. RAII CORNFR FRAME TOP CORNER FRAMF ROTTOM CORNFR Env DR. NUMAYOUN rAR000 RA. PE t By Approved as comp:yU4g wuo are Florida Bolding Code O A#J r�zLI o NO ►IZ 711 11�L Miami Dade Produel — 1 8 drawing no. W02 -06 10 9 1 (sheet 5 o 5J NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. 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. 11. Legal es ription of pr'opertyni street/address: 2. Description of improvement: I.ADjn loin ceOec.YI(lpn- - 3. Owner ) name and address: t , As\r i V Lur, TAX FOLIO NO. P " - ;'3 , ;26) - (VV -- 6 / 6 3 r.) Interest in property: Name and address of fee simple titleholder. 4. Contractor's name and address: 5. Surety: (Payment bond required by owner from contractor, i Name and address: Amount of bond $ 6. Lender's name and address: rY �w u 7. Persons within the state of Florida designated by Owner upv w om notices or of er •ocumen s ay be se provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expir tion date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a diffeyrry date is sgq died) Signatur of Owner Sworn to and subscribed before me this day of Print Owner's Name Notary Public Print Notary's Name My commission expires: 123.01 -52 PAGE 4 8/02 -w C 33 1 C� �3_13 111111111111111111111111111111111111111111111 L1/ ,122AD20, WITNf::'i r;y n anC Ort,c:ar Sear. HARVE'i ( ',cl (:Leh.,. or Gwcuri 4$h. Cann►. Prepared by , 20 b 4, CFN 200480450798 OR Bk 22373 Ps 1531; (19s) RECORDED 06/07/2004 10:24:05 HARVEY RUVIN, CLERK OF COURT MIAMI -DADE COUNTY► FLORIDA LAST PAGE . •. *I_ HO 1 k TE GTF FUCAIDA. COUNT OF DADE Q w, tun rr. y mar rnrs is a true cop • 'the COO CURE C d,a _Address: Alfie J. orney •. I #DDD319 86 ay 16, 200a Horded rite Date 9 1 o Time Type Insp'n Wtric64 s Permit No. ('o -- rf< 9 Name 4407141 Address Company Phone # For Inspector: Cuv'+■ g 1 1 6 Name & Date Approved ❑ Correction MIAMI SHORES VILLAGE BUILDING DEPARTMENT ,46 305- 795 -2204 Building Inspection Request (tc i rye. qic 57 305 - 9-7 0 7583 Re- Insp'n Fee ❑ WiAirAws Ok 6,/1x.. .•• 3. — -IAMI SOORES VILLAGE y : VBIIII, DEPARTMENT '305-795 i: ilding Inspection Request Date 19 4 ° Time Type Insp'n i m01 WIrx60 e Lutts-46 -1 # Permit No. a 1 Name Thafil te0 3 WL' Address J4 q Company ekin Phone # 3o5' c7 o — 75&3 For Inspector: C.uf+' 1 ,1 6 Name & Date • • ? Approved Correction Re-Insp' n Fee . , a Type Insp'n i I ria f.: ••• - ,,z..'ii•l ,, Permit No. i''',. •71'''' Y , ...."2„.: . ' x - Name .')C.P •i' IA s Address 9 ■k(. Company Phone # 73 For Inspector: CA.::.1+‘ Name & Date • - - . Approved Correction Re-Insp'n Fee 7wc, O / MIAMI SHORES VILLA E BVILIANG DEPARTMENT 305-795-2204 wilding Inspection Request Date 4" ( Time Address Company MIAMI SHORES VILLA E BUILDING DEPARTMENT 305- 795 -2204 Buil• ng Inspection Request Inspection Date Correction Re- Insp'n Fee Date Type Insp'n r/ Permit No. Q ( + l Name D ►4' -1 I 442/,<Ic ? ,( o MAI 67 4-SS Phone # 6 0 42/,