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1997 SHUTTERSPERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date /:.;:/ Job Address .060 A) 6 9A...1--/ Tax Folio Mortgagor Square Ft. Legal Description Historically Designated: Yes s� q � 2 ` Owner/Lessee / Tenant �(9 je� /- Redo riC ,K. Master Permit #/ ! /t J32 oC 6 0,2, 6) ) O/D Owner's Address r56O /t) £ 9 £ /i Ali ! 5 /p er Phone 757 • 93/5) Contractin Co. -kc 1I , A-yr' Address ‘ 4r? 5, % Qualifier mt /J (> 04.1 n S S# State # �� �� �� Municipal # Competency # Ins. Co. F4tco o9 eore/.9 Bonding Company 7�a� Architect/Engineer 4/ Permit Type (circle one): WORK DESCRIPTION gn ure of owner an 4 J7/LJ L1 Notary as to Owner d/or Condo Preside My Commission Explre'sj t y p OFFICIAL NOTARY SEA ov �"d DEBORAH SUE CONLEY X n CO NUMBER 'III' a _ CC539064 e APPROVED: r�j �J, �i, !� Zoning Building /"O Mechanical Plumbing Address /2 -3S ,566 87,41 /1l% i, fl Address Address ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN .1n 5 ( � Mr All �v o . �r�s WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. 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. Furthermore, I authorize the above -named contra'ti r to do the work stated. Condo President �!� ate / Estimated Cost (value) 411 7/ 2 actor or Owner- Builder r or Owner - Builder 02 p OFFICIAL NOTARY SEAL c G BH DEBORAH SUE CONLEY 2 1 0 COMMISSION NUMBER i'II Q CC539064 (t , F`o , : p MY RMISSION EXPIRES Si Notary as to Contrac My Commissio • �� MY COMMISSION EXPIRES OF F\. MAR. 12,2000 FEES: PERMIT ZIC3 RADON C.C.F. ' NOTARY BOND TOTAL DUE Electrical Engineering FRANK LU BIEN , 10050 N.E. 2ND AVENUE MIAMI SHORES, FLA 33138 Dear City Official, We are the Dade County Notice of Acceptance holder for the following products: - Aluminum Accordion Type Shutters under numbers 94- 1201.06. and 96- 0621.01 - Extruded Aluminum Rolling Shutters under numbers 95- 0223.11 and 95- 0303.01 - Extruded Aluminum Storm Panels under number 94- 0802.05. 18 ga. Galvanized Steel Storm Panels under number 95- 0120.02. - Aluminum Hinged Colonial Shutter under number 95- 0908.04. This letter authorizes Emilio Cuzan to use any of the following: Aluminum Accordion Type Shutters under numbers 94- 1201.06 and 96.0621.01 - Extruded Aluminum Rolling Shutters under numbers 95- 0223.11 and 95- 0303.01 Extruded Aluminum Storm Panels under number 94- 0802.05. 18 ga. Galvanized Steel Storm Panels under number 95- 0120.02. - Aluminum Hinged Colonial Shutter under number 95- 0908.04. at the following job: Job Owner's Name: Job Address: Sincerely, WI lam Devore Vice President ralladen>' 550 AN SIN ,IN BOULEVARD • HALLANDALE, FLORIDA 33009 Shutter Product Approval Authorization Forum Morno Fr� � inor Hallandale: (954) 454 -4114 Dade: (305) 757 -8591 Broward: (954) 525 -3466 Palm Beach: (561) 686 -6277 Fax: (954) 454 -1577 UNIT NO. PRODUCT CODE DOOR WINDOW ROOM ACTUAL OPENING SIZE WIDTH X HEIGHT ROLL SHUTTER CRANK ONLY OPERATION MOTOR ONLY MOTOR & CRANK COLOR SELECTION PROFILE FRAME SPECIAL INSTRUCTIONS / � �,/� �/!7/' / / 111/# G (O XOO 47/1.- / /-� `�� Z /}��n erie,Yt/A i-yitL CUSTOMER NAME 4W/2f'14 F /EDF�! C/ JOB ADDRESS BILLING ADDRESS 50• /N, , 90 Tt1 j'7 2/477 s'fffl.e�S, 33/3eF PROPERTY OWNER TELEPHONE 2 73 ff OTHER PHONE 6 3 y'/ 06 We propose to furnish and install the following: TOTAL Is electrical labor Floor of Buildi (Initi ROL -5 • Rear Indicate by number counter clockwise Omit GRO O Front ROLLADEN INCORPORATED TOTAL AMOUNT OF CONTRACT 1/3 DUE PRIOR TO COMMENCEMENT OF INSTALLATION BALANCE TO BE PAID TO INSTALLER Installation to begin in approximately 3 to weeks from date of receipt of deposit. This is only an estimated time and you will be contacted to schedule the actual installation date. Special Instruction: S'T711 S tor and s h installation by Rolladen included in this price? YES ❑ NO Is high work required? YES ❑ NO I-' �. I ha . received a copy of 'Notice of Consumer Rights Under the Construction Industry Recovery Fund' as required TERMS OF PAYMENT: BALANCE OF PAYMENT IS DUE UPON INSTALLATION. When Building Codes require a final building inspection or if an electrical connection by Rolladen is required, a maximum of ten percent (10 %) of the contract amount may be retained pending completion. Purchaser agrees to pay a late fee equal to 11/2% per month on the unpaid portion of the purchase price from the date of installation by the installer to the date of payment. OWNER OF PROPERTY? YES VW ❑ (If NO, fill in Owner's name and address in space provided at top of form.) Products are to be installed on the premises situated in County, State of owned by Purchaser and described as: Lot Block Sub Divisiorjr 3 CO Oa 0 CV/ 0 Folio # CONTRACT SUBJECT TO ADDITIONAL TERMS ON REVERSE SIDE "BUYERS RIGHT TO CANCEL" This is a home solicitation sale, and if you do not want the goods or services, you may cancel this agreement by providing written notice to the seller in person, by telegram, or by mail. This notice must indicate that you do not want the goods or services and must be delivered or postmarked before midnight of the third business day after you sign this agreement. If you cancel this agreement, the seller may not keep all or part of any cash down payment." EXECUTED IN SIX COPIES ONE C,p Y OF WHICH WAS DELIVEREDTO,AND RECEIPT IS HEREBYACKNOWLEDGED BY BUYER, THIS OF , 19 p7 (X) MAIN OFFICE (Purchaser Sign 7/7c' �ZCI a540 DEPOSIT - 1/3 MINIMUM REQUIRED 423 (X) (Accepted & Approved) Purchaser Sign Here) ORDER NO. L Page of CUSTOMER , 7 0 S — -- _ : 1 -- � 2 ; , 1 -1-- rry A -� � ' - 1 - O i 1 I I 1 i 1 I i 1 4 Lod-,...).- gay I / / ,fie n c= /s i 8 3 Y * :I 0s --A 1 leiz ��S6rtti - I -: MJ$4- 6-t A j .it —o.M c • to I•IS /bbQ_ I , 1 j CIOSC' 5h Ji 4 1 won i � 1 I 1 , 1- , - ' ' , , I I jl- - . , I I I I I I de- - i I I I I I T —1 Shutter Schedule # W dtthh Height Zone Product Anchor -. # Width Height Zone Product Anchor 1 ?)//e) 83 Y2 'f' Lilp l 7Z0•- 11 2 12 3 13 4 14 5 15 6 16 7 17 8 18 9 19 10 20 Customer: 1= Zc�C Z I CIL /Q0f 4 S`Z0o r3 9 n+ S Ize M`lntit• S 31( 33 Criteria Data Mean Roof Height: 7�5 Exposure: Roof Slope: / O LP S Elevation: /6. End Zone: T Design Loads Positive Negative Int. Zone: Negative End Zone: 7L0-O 4L3•/ 53 -`f Rolladen Shutters Date: �� /� � 7 � - 7 AP 2837, Contract #: Color: 'METRO-DADE METROPOLITAN DADE COUNTY. FLORIDA METRO-DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE Rolladen, Inc. 550 Ansin Boulevard Hallandale Expires:09 /12/97 FL 33009 BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 PRODUCT CONTROL SECTION (305) 375 -2902 FAX (305) 372 -6339 Your application for Product Approval of: Extruded Aluminum Storm Panels under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, along with Drawing No. 94 -51, Sheets 1 thru 4 of 4. (For listing, see Section 8 of this Notice of Acceptance) has been recommended far acceptance by Code•Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:94- 1230.03 (Revises No.: 94- 0802.05) Raul Rodriguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for. Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 07/06/95 Director Building Code Compliance Dept Metropolitan Dade County Rolladen. Inc. ACCEPTANCE NO.: 94- 1230.03 APPROVED : ' JUL 0 6 1995 EXPIRES Sept. 12. 1997 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. DESCRIPTION 1.1 This approves an extruded aluminum storm panel designed to comply with the South Florida Building Code, 1994 Edition for Dade County, for the locations where the pressure requirements as determined by ASCE 7 -88 "Minimum Design Loads for Buildings and Other Structures ", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 2. MATERIAL CHARACTERISTICS 2.1. The storm panels shall be constructed as indicated on approved drawing No. 94 -51, Sheets 1, 2, 3, and 4 of 4 using extruded aluminum alloy 6063 -T6, with a typical wall thickness of .068 ". 2.2 Panel .consst of a single extrusion having an effective width of 6.250" and a total width of 7.684" and forming 2" deep ribs. 2.3 Components shall be aluminum alloys 6063 -T6, "h" header, "u" header, 5 x 2 x .125" angle, 2 x 2 x .125" angle. 2.4 . Tested specimen: Dimensions: 39" x 96.5 "; 40" x 97 "; 50" x 131"; 39 -3/8" x 108 "; 97" x 170" 3. LIMITATIONS 3.1 The design will be dependent on the maximum panel height of 12' -01" or 145 ", see "Panel Performance Chart" for Panel Span vs. Design Load on Sheet 1, to be installed only as outlined on Drawing No. 94 -51, Sheets 1, 2, 3, and 4. 3.2 u'n'u r e.a '.. '•! . . . . -ctva'e acc dinot an lens 3.2.1 Panels 0- 96.5 ": 2 1/4" 3.2.2 Panels 96.5"-131": 3 3/4" 3.2.3 Panels 131" - 145 ": 5 1/2" 3.3 Maximum clearance between top of panel and inside of header shall be 1/4 ". 3.4 Special R uirernent: None. 4. INSTALLATION 4.1 The panels shall be installed only in the following condition: 4.1.1 Wall Mount (Direct Mount) The panels are secured at the top into the wall mount "h" shape header, anchored to the wall; and fastened at the bottom, using 1/4 " -20 studs w /wing nut and washer spaced at 6 1 /4 "o.c., to the 2" x 2" x .125" studded aluminum angle, which is anchored to the wall, as shown on . Drawing No. 94 -51, Sheet 2 of 4, Section A -A "Wall Mounts ", bearing the Dade County Product Control approval stamp. 4.1.2 Buildout Mount The panels are.captured at the top into the Ceiling Mount "U" shape Header which is attached with 1/4 "- 20.x 1/2" machine bolts w /nuts spaced at 9 1/2" o.c., and 6" o.c .ode 115 psf to a 2" x Man Percz, P.E. Plans Examiner 11 Product Control Division :Rolladen. Inc. ACCEPTANCE NO.: 94- 1230.03 = APPROVED . ' JUl 0 6 1995 -2a- EXPIRES : Sept. 12. 1997 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 5" max. x .125" aluminum angle that provides the build -out and which is anchored to the wall; and fastened at the bottom using 1/4" studs w/ washered wingnut spaced at 6 1/4" o.c., to the 2" x 2" x .125" studded aluminum angle, which is fastened, using 1/4 " -20 x 1/2" machine bolts w/ nuts spaced at 9 1/2" o.c., and 6" o.c., above 115 psf to another 2" x 5" max. x .125" aluminum angle that provides the build -out and which is anchored to the wall; end caps consisting of 3" x 2" .125 ", 2' x 2" x .125" or 1" x 2" x .125" aluminum angles shall be installed at the sides to cover the gaps between wall and panels, as indicated on the Drawing No. 94 -51, Sheet 2 of 4, Section B -B, bearing the Dade County Product Control approval stamp. 4.1.3 Ceiling/Inside Mount The panels are captured at the top into the ceiling mount "U" shape header which is anchored to the inside of the opening, and fastened at the sill, using 1/4" studs w/ washered wingnut spaced at 6 1/4" 6.T. the 2" x 2" x .125" continuous studded aluminum angle, which is anchored to a . concrete slab or bulkhead, as shown on Drawing No. 94 -51, Sheet 2 of 4, Section C -C, bearing the Dade County Product Control approval stamp. 4.1.4 Any combination of the above. 4.2. Anchorage of the aluminum header and angles shall be to masonry and/or wood framing and shall consist of only the anchors, embedment and spacing specified on Drawing No. 94 -51, Sheets 1, 2, 3 and 4 of 4. Substitution of anchor type or indicated embedment is unacceptable and requires to be engineered separately: Fasteners must have their own Notice of Acceptance. 4.3 Permanent set fastener components, embedded anchor bolts, threaded cones or metal shields, not in use, .must be protected against corrosion, contamination and damage at all time. 5. IDENTIFICATION 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ". 6. USE 6.1 Application for building permit shall be accompanied by two copies of the following: • 6.1.1 This Notice of Acceptance. 6.1.2 Completely dimensioned drawing showing size and location, including height above grade, of openings to receive shutters; mean roof height, length and width of building. 6.1.3 Duplicate prints of Drawings No. 94 -51, Sheets 1, 2, 3 and 4 of 4, bearing the approval stamp, Notice of Acceptance number and date by Dade County Product Control Section, clearly marked to show the components selected for the proposed installation. 6.2 The Building Official shall ensure the adequacy of shutter to meet the pressure requirement of the opening in which it is to be installed. 6.3 This revision supersedes Notice of Acceptance No. 94- 0802.05 dated Sept. 12, 1994. ..... '. Man 1 Perez, P.E. Plans Examiner 11 Product Control Division TEST TEST LOAD DESIGN LOAD Deflection LARGE MISSILE IMPACT TEST SFBC PA 201 -94 (50" x 145" PANEL) SATISFACTORY HETI - 95-430 Max. 5.50" LARGE MISSILE IMPACT TEST SFBC PA 201 -94 (50" x 131" PANEL) SATISFACTORY HETI- 94 -367i Max. 3.70" LARGE MISSILE IMPACT TEST SFBC PA 201 -94 (39" X 96.5" PANEL) SATISFACTORY HETI -94 -146 Max. 2.25" CYCLIC WIND PRESSURE TEST +68 PSF +52 PSF HETI -94 -146 _ SFBCPA 203-94 - POSITIVE 39" x 96.5" PANEL) _ HETI -94 -146 CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 - NEGATIVE (39" x 96.5" PANEL) -91 PSF HETI -94 -146 -70 PSF HETI -94 -146 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 - POSITIVE (40" x 97" PANEL) +168.00 PSF HETI -94 -338 +112 PSF HETI -94 -338 © Design 1.129" UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 - NEGATIVE (40" x 97" PANEL) -326 PSF HETI -94 -338 -217 PSF HETI -94 -338 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 - POSITIVE (39" X 96.5" PANEL) +79 PSF HETI -94 -144 +52.7 PSF HETI -94 -144 @ Design .6" UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 - NEGATIVE (39" X 96.5" PANEL) -105 PSF HETI -94 -144 -70 PSF HETI -94 -144 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POSITIVE (39 3/8 "X108" PANEL) +195 PSF HETI -94 -367 +130 PSF HETI -94 -367 © Design 1.77" UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 - NEG. (39 3/8"X108" PANEL) -237 PSF HETI -94 -367 -158 PSF HETI -94 -367 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 - NEGATIVE (50" X 131" PANEL) -131 PSF HETI -94 -367 -87 PSF HETI -94 -367 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 - NEGATIVE (97" X 170" PANEL) -60 PSF HETI -94 -367 -40 PSF HETI -94 -367 DESIGN PRESSURE RATING See "Panel Performance Chart" on Dwg. No. 94 -51 Sheet 1 of 4. . Rolladen. Inc. ACCEPTANCE NO.: 94- 1230.03 APPROVED : 0 6 1995 EXPIRES : Sept. 12. 1997 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 7. TESTS PERFORMED TESTS: RESULTS: -2c- // . Man•el Perez, P.E. Plans Examiner 11 Product Control Division Rolladen, Inc. ACCEPTANCE NO.: 94- 1230,03 APPROVED : JUL 0 6 1995 EXPIRES : Sept. 12. 1997 8. EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 8.1 Tests: 8.1.1 Test report on Large Missile Impact Test, per PA 201 -94, of extruded aluminum storm panels, (50" x 145" panel) prepared by Hurricane Engineering & Testing Inc., Report No. HETI -95 -430, dated March 15, 1995, signed and sealed by Hector M. Medina, P.E. 8.1.2 Test report on Large Missile Impact Test, per PA 201 -94, of extruded aluminum storm panels, (50" 131" panel) prepared by Hurricane Engineering & Testing Inc., Report No. HETI- 94 -367i, dated December 1, 1994, signed and sealed by Hector M. Medina, P.E. 8.1.3 Test report on Large Missile Impact Test and Cyclic Wind Pressure Test, per PA 201 -94 and PA 203 -94, of extruded aluminum storm panels, Samples I, II and IV, (39" x 96.5 ") and Sample III, "(39" x 91") prepared by Hurricane Engineering & Testing Inc., Report No. HETI -94 -146, dated June 14, 1994, signed and sealed by Arshad Vigar P.E. 8.1.4 Test report on Uniform Static Air Pressure Test, per PA 202 -94, of extruded aluminum storm panels, (40" x 97 "), prepared by Hurricane Engineering & Testing Inc., Report No: HETI -94 -338, dated October 14, signed & sealed by Hector M. Medina, P.E. 8.1.5 Test report on Uniform Static Air Pressure Test, per PA 202 -94, of extruded aluminum storm panels, (39" x 96.5 "), prepared by Hurricane Engineering & Testing Inc., Report No: HETI -94 -144, dated June 13, 1994, signed & sealed by Arshad Viqar, P.E. 8.1.6 Test report on Uniform Static Air Pressure Test, per PA 202 -94, of extruded aluminum storm panels, Sample I, (39 3/8" x 108 "); Sample II, (50" x 131"); and Sample III, (97" x 170 "); prepared by Hurricane Engineering & Testing Inc., Report No: HETI -94 -367, dated November 9, 1994, signed & sealed by Hector M. Medina, P.E. 8.2 Drawing: 8.2.1 Drawing No. 94 -51, Rolladen, Inc., aluminum storm panels, Sheets 1 thru 4 of 4, prepared by Al- Farooq Corp. dated 07/07/94, with Revision No. D dated 04/04/95, signed and sealed by Humayoun Farooq, P.E. 8.3 Material Certification: 8.3.1 Certified Inspection Report from mill, prepared by the William L. Bonnet' Co., dated 7/18/94 for aluminum alloy 6063 -T6. 8.3.2 Certified Tensile Test Report No. HETI- 94 -T11 prepared by Hurricane Engineering & Testing Inc., dated July 29, 1994. 8.4 Calculations: 8.4.1 Comparative analysis and anchor calculations , Pages D 1, R 1 -R 14, S1-S4, Al-A17, 01-010 & AP 1 -AP 11, prepared by AI- Farooq Corp., dated 12/21/94, signed and sealed by Humayoun Farooq, P.E. ManueCPerez, P.E. Plans Examiner 11 Product Control Division - 2d - Rolladen. Inc. ACCEPTANCE NO.: 94- 1230.03 APPROVED : � 0 6 1995 EXPIRES Sept. 12. 1997 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Extension of Acceptance may be con8idered after a new application has been filed and the supporting data, test report no older than ten (10) years, have been re- evaluated. All reports of re- testing shall bear the seal, signature and date of an engineer registered in the State of Florida. 2. Any revision or change in the materials, use, or manufacture of the product or process shall automatically be cause for termination, unless prior approval is granted for revisions or change. 3. Any unsatisfactory performance of this product or process or a change in Code provisions shall be ground for re- evaluation. 4. This acceptance shall not be used as an endorsement of any product for sales or advertising purposes. 5. The Notice of Acceptance number preceded by the words 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. 6. A copy of this approval as well as approved drawings and other documents shall be provided to the permit applicant by the manufacturer or his distributors and shall be available for inspection at the job site at all time. The prints need not be re- sealed by the engineer. 7. Failure to comply with Standard Conditions shall be cause for termination of Approval. // e.. .. Mantel Perez, P.E. Plans Examiner [1 Product Control Division MINIMUM SEPARATION FROM GLASS REQUIRED INSTALLATIONS ABOVE 30' OF GRADE SEPARATION FOR INSTALLATIONS UPTO 30 FT. OF GRADE DUE TO LARGE MISSILE IMPACT SPAN - H -. IN. SHUTTER S DESIGN LS = Pd = PSF FACTOR - K - Pd /100 - IN READING FROM SPAN DEFLECTION CURVE = 0 = IN. DEFLECTION AT Pd = K•0 = IN. MIN. SEPARATION REQ0. - K•0 +1" - IN. PANEL SPAN UPTO SEPARATION 96-1/2' 2-1/4" _ 131" 3 -3/4 145' 5 -1 /Y FOR INSTALLATIONS UPTO 30' OF GRADE USE MAX. OF .ABOVE TWO. FOR INSTALLATIONS ABOVE 30' OF GRADE IGNORE LARGE MISSILE IMPACT REQUIREMENT. NOTE: NO PART OF SHUITER SHALL BE UNDER 30' ABOVE GRADE TO WANE LARCE MISSILE IMPACT REQUIREMENT. a Ie; f. : 0.9S3 tn'4 /rt jOE FLECT=ON CURVE FOR POSITIV 1 LOAO ONLY. FOR LOAO OTHER 1 THAN 100 PSF SEE SCHEOULE. ROLOSPOL [ I + /I I /i { I 1 RA l i I I I I I 1 I I ? I I I1 ! 11 / I 1 l i I 1 1 1 I 1 11 1 i -I II J 3 I 1 ! ! A I I ! I 3 4. 1 3 1 1 t I I 1 + I i ` 1 I I I ! i/1 1 II ! I I lil I i 1 I l 1 / I 1 i 1 I I 1 1 i I I ! j I I I l I I a i ! I I II ! ; 5 _ 1 4_ � 1 _I 7 i I 1 1 1 I --f T 4 I i l I I 1 1 + ! "" ..... ...........1....;. X11....,..... ... ....1....1....1....;....... I I N 0' r- ° m 0(1 •■ z 0 H cn C— 1.00 .068 TYP 2.000 --•-+ 1.000 7.584 1.000 — L . 078 1 2.126 — H 1.000 EXTRUDED PANE{; IRON 59 A) - ALUMINUM .068 6063-76 PANEL PERFORMANCE CHART 60 70 80 ` 90 L00 110 120 PANEL SPAN - INCHES FOR INSTALLATION OETAILS SEE SHEET 2 AND 3. J 1.30 140 150 USE PANEL PERFORMANCE CHART TO VERIFY PANEL CAPACITY FOR THE REQUIRED DESIGN LOAD FOR THE PARTICULAR LOCATION. USE SPAN DEFLECTION CHART TO CALCULATE SEPARATION FROM GLASS. DEFLECTION C to S0 60 70 80 90 100 120 SLAT SPAN - INCHES 140 3."025 1 1.000 .062 PRODUCT MARKINg A LABEL SHALL BE AFFIXED AT BOTTOM OF ONE PANEL OF EACH OPENING WITH THE FOLLOWING STATEMENT. ROLLADEN INC. HAL ANDALE. FL. ALUMINUM STORM PANEL * DADE COUNTY PRODUCT CONTROL APPR04ED" 2.531 WALL MOUNT HEADER 6063 —T6 .100 .125 2.031 .125 .080 2.000 L 5.000 .125 TYP 2 X 3 X 1/8" 2 X 4 X 1/8" BUILT —OUT ANGLES 6 -T6 2.000 j -+- -- 2.000 SILL ANGLE 6063 -76 7.125 TYP. GENERAL NOTE 1. THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 -88 USING CORRESPONDING LOADS. 2. DESIGN CRITERIA FOR ALUMINUM. MINIMUM MECHANICAL PROPERTIES. AND SAFETY FACTORS ARE IN ACCORDANCE WITH THE "ALUMINUM CONSTRUCTION MANUAL" LATEST EDITION. 3. ALUMINUM ALLOYS: ALL. EXTRUSIONS SHALL BE ALLOY AS US 1 tD. PANELS SHALL BE ALLOY 6063 -T6. 4. STEEL SURFACES TO BE PLACED IN CONTACT WITH ALUMINUM SHALL BE GIVEN ONE COAT OF ZINC- CHROMATE PRIMER IN ACCORDANCE WITH FEDERAL SPEC. NO. TTP -645, OR BE GALVANIZED. 5. ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 6. ALL BOLTS SHALL BE STAINLESS STEEL ALUMINUM ALLOY 2024 - OR 7075 -T6, OR PLATED STEEL WING NUTS SHALL BE OF ZINC ALLOY. 7. THE DESIGN AT ANY GIVEN ELEVATION SHALL COMPLY WITH THE TABLES PERTAINING TO THE EXPOSURE /ZONE 8. DESIGN CRITERIA FOR PANELS: MAX DEFLECTION < L /30 OR 2 9. ANCHORING OR LOADING CONDIITONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE TO BE ENGINEERED SEPARATELY. 10. EXISTING STRUCTURES MUST BE CAPABLE OF SUSTAINING LOADS IMPOSED BY SHUTTER. DESIGN LOADS SHALL BE CALCULATED AS PER REQUIREMENTS OF ASCE 7 -88. BASED ON 110 MPH WIND VELOCITY. SEE AFC 94 -01. ENCNEFR: HUMAYI3UN FAR00C PE 1 1 5 ..55 5 7 APR 0 5 1995 APPROVED AS COMPLYING W!TH THE SOUTH FLORIDA BU'LD!NG CODE (� _ DATC U A� Q9. BY �� PFODUCT I.'NTROL DIV:SOi4 BUILD:NC CODE COMPLIANCE OFFICE `CCEPT:.UCE CIO: J N -IZ30.o3 J w Z 0_ O 0 0 0 ' 0 S a U z Z LA.( 0 O 01 CC 0 J LL O m Z Q In Z Z a g O Q to 2 L 0_ 0 .1 J ( c 0 0, 'c 0 .n 0 v 0 8 z x H 0 U r 1 1 draw ng no. 94-51 sheet 1 of 4. 1 3 I 3 1 3 t l 3 I 3 5 3 3 1 3 ! 4 ! \ ECATIVE LO g I \ \ i 1 \ / 3 i l% \ \ ` 3 1 / \ 3 ,7431 VE LO � 4 a 3 4 MAX. DEFLECTION SPAN /30 AT NE! ;r. VE LOAD SPAN /30 OR 2 . AT POSITIVE LOAD _.__ -. _ _uLSTPSL \ I N 0' r- ° m 0(1 •■ z 0 H cn C— 1.00 .068 TYP 2.000 --•-+ 1.000 7.584 1.000 — L . 078 1 2.126 — H 1.000 EXTRUDED PANE{; IRON 59 A) - ALUMINUM .068 6063-76 PANEL PERFORMANCE CHART 60 70 80 ` 90 L00 110 120 PANEL SPAN - INCHES FOR INSTALLATION OETAILS SEE SHEET 2 AND 3. J 1.30 140 150 USE PANEL PERFORMANCE CHART TO VERIFY PANEL CAPACITY FOR THE REQUIRED DESIGN LOAD FOR THE PARTICULAR LOCATION. USE SPAN DEFLECTION CHART TO CALCULATE SEPARATION FROM GLASS. DEFLECTION C to S0 60 70 80 90 100 120 SLAT SPAN - INCHES 140 3."025 1 1.000 .062 PRODUCT MARKINg A LABEL SHALL BE AFFIXED AT BOTTOM OF ONE PANEL OF EACH OPENING WITH THE FOLLOWING STATEMENT. ROLLADEN INC. HAL ANDALE. FL. ALUMINUM STORM PANEL * DADE COUNTY PRODUCT CONTROL APPR04ED" 2.531 WALL MOUNT HEADER 6063 —T6 .100 .125 2.031 .125 .080 2.000 L 5.000 .125 TYP 2 X 3 X 1/8" 2 X 4 X 1/8" BUILT —OUT ANGLES 6 -T6 2.000 j -+- -- 2.000 SILL ANGLE 6063 -76 7.125 TYP. GENERAL NOTE 1. THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 -88 USING CORRESPONDING LOADS. 2. DESIGN CRITERIA FOR ALUMINUM. MINIMUM MECHANICAL PROPERTIES. AND SAFETY FACTORS ARE IN ACCORDANCE WITH THE "ALUMINUM CONSTRUCTION MANUAL" LATEST EDITION. 3. ALUMINUM ALLOYS: ALL. EXTRUSIONS SHALL BE ALLOY AS US 1 tD. PANELS SHALL BE ALLOY 6063 -T6. 4. STEEL SURFACES TO BE PLACED IN CONTACT WITH ALUMINUM SHALL BE GIVEN ONE COAT OF ZINC- CHROMATE PRIMER IN ACCORDANCE WITH FEDERAL SPEC. NO. TTP -645, OR BE GALVANIZED. 5. ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 6. ALL BOLTS SHALL BE STAINLESS STEEL ALUMINUM ALLOY 2024 - OR 7075 -T6, OR PLATED STEEL WING NUTS SHALL BE OF ZINC ALLOY. 7. THE DESIGN AT ANY GIVEN ELEVATION SHALL COMPLY WITH THE TABLES PERTAINING TO THE EXPOSURE /ZONE 8. DESIGN CRITERIA FOR PANELS: MAX DEFLECTION < L /30 OR 2 9. ANCHORING OR LOADING CONDIITONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE TO BE ENGINEERED SEPARATELY. 10. EXISTING STRUCTURES MUST BE CAPABLE OF SUSTAINING LOADS IMPOSED BY SHUTTER. DESIGN LOADS SHALL BE CALCULATED AS PER REQUIREMENTS OF ASCE 7 -88. BASED ON 110 MPH WIND VELOCITY. SEE AFC 94 -01. ENCNEFR: HUMAYI3UN FAR00C PE 1 1 5 ..55 5 7 APR 0 5 1995 APPROVED AS COMPLYING W!TH THE SOUTH FLORIDA BU'LD!NG CODE (� _ DATC U A� Q9. BY �� PFODUCT I.'NTROL DIV:SOi4 BUILD:NC CODE COMPLIANCE OFFICE `CCEPT:.UCE CIO: J N -IZ30.o3 J w Z 0_ O 0 0 0 ' 0 S a U z Z LA.( 0 O 01 CC 0 J LL O m Z Q In Z Z a g O Q to 2 L 0_ 0 .1 J ( c 0 0, 'c 0 .n 0 v 0 8 z x H 0 U r 1 1 draw ng no. 94-51 sheet 1 of 4. 1 ANCHORICHART TO USE TYPE iCONC. I BLOCK_ WOOD A I 7 3 - C 5 I 3 - 0 8 - - - V — — E - r WALL MOUNTS ANCH0RRT TO USE I I LC .TYPr • •. • • ••• A 9 3 MAX. SPAN SEE GRAPH 1/4" STUDS W/ WING NUT & WASHER O 6 -1/4" 0.C. T ANCHORS SAME AS HEADER 2 X 4 1/T " 2X 5X 1/8" ALUM. ANGLE 6063 -T6 FOR GENERAL NOTES AND EXTRUSION DETAILS SEE SHEET 1 OF 4. FOR W000 INSTALLATIONS SEE SHEET 3 OF 3. ALUM. ANGLE 2 X 2 X 1/8" 4" MIN BUILT —OUT CONDITION INSIDE MOUNTS SECTION 8 -8 ANCHORS: EMBEDMENT & EDGE DISTANCES SHOWN ARE BEYOND THE WALL & FLOOR COVERING (STUCCO. TILFS. E1C.) ANCHORICHART TD USE TYPE :GONG ; BLACK IW000 A t 7' 3 i- 1/4" -20 1/2' ' 0 ! 8 3 1 - BOLT W/ N E I- - 1 4 1 & 9 -1 /z" 0, . UPTO 115 PSF 6c S O.C. AB •VE 1 15 PSF \, I 1/4" STUDS W/ WING NUT & WASHER 0 6 -1/4" 0.C. 20 X 1/r BOLT W/ NUT & 9-1/r 0.C. UPTO 115 PSF do E 0.C. ABOVE 115 PSF ; I GLASS FOR MIN. SEPARATION SEE CHART ON SHEET 1 ALUM. ANGLE ' 2 X 2 X 1/8' f v' MAX. SPAN SEE GRAPH I Ed SECTION C —C Ed 24 NO CAP T ANCHORS 1/4" STUDS W/ WING NUT & WASH 0 5 -1/4" 0.C. Ed TYPICAL EDGE OISTANCE CONC. do BLOCK '= 12d (12 ANCHOR DIAMETERS) W000 = 5d FOR LESSER EDGE DISTANCES SEE SHEET 4 OF 4. 4 MAX (ENGINEER HUMAYOUN FAR004 [ENGINEER: # 16557 PR 051995 3 TYPICAL ELEVATION ENO CLOSURE ANGLE — REQO. ONLY ON BUILT -OUT CONDITION SEE DETAIL A v END CAP BUILT —OUT CONDITION DETAIL A 1/4" ANCHORS 24 0.C. 1 1 X2X :/8" 2 X 2 X 1/8" 2 X 3 X ; /8" ALUM. ANGLE FOR END CAP REDO. ONLY BUILT -OUT CONDfIION APPROVED AS COMPL Y!NG WNITH THE SOUTH FLORIDA S J1LDING CODE DAT v1I9 s; PRODUCT ONTRGL DIV!S:ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE M 236. 03 r c O y . O O < O J ci 0 Z L_j O w zm Z Z_ -J 0 • W (n 0 • < O 0 J O J Cr to 0 a. C 0 'O a v 0 n W 6 x O z 0 p � 3 z a J 0 0 Z Q { 4 0 1r 0 1 0 0 e 0 -if drawing no. 94-51 (sheet 2 of 4 J GLASS HOOD HEADER REQUIRED 1/4" STUDS --` W/ WING NUT dt WASHER 0 6 -1/4 0.C. i--- FASTENERS AS PER SCHEDULES l W/ 1-1/2" MIN. PENETRATION TO ISING WOOD HEADER � 2 X 3 X 1 /8 2 X 5 X 1/8" ALUM. ANGLE 6063 —T5 I t 1/4 -20 X 1/2 BOLT W/ NUT O 2' FROM ENDS & 9 -1/2' 0.C. 2 X 3 X 1/8" L 2 X 4 X 1/8' 2X5X 1/8' ALUM. ANGLE 6063 —T5 FASTENERS SEE SCHEDULES • 1/4 -20 X 1/2" BOLT W/ NUT 0 2" FROM ENDS & 9 -1 /r 0.C. 2' X 4" CONT. w/ (3) 1/4" 0 X 5' LAG SCREWS O EACH STUD W/ 2" MIN PENETRATION INTO EXISTING STUD INSTALLATION DETAIL ON EXISTING WOOD BUCK MAX. SHUTTER HEIGHT — 9 FT. MAX. DESIGN LDAD = 105 PSF OTHER CONDITIONS SIMILAR FOR FASTENERS SEE SCHEDULES ON SHEET 2 SCALE : 1/4' -1' 1/4-20 X 3/4" STUDS W/ 'MNG NUT do WASHER 0 6 -1/4' O.C. 2 X 2 X 1/8' ALUM. ANGLE 6063 —T5 1" X 4 X 1/8" CONT. ALUM TUBE W / (3) 1/4" i X 4" LAG SCREWS O EACH STUD W/ 2' MIN PENETRATION INTO EXISTING STUD 2 X 4 X 1/8' 2 X 5 x 1/8' ALUM ANGLE CONT. I / (2) 1/4' X T LAG SCREWS 0 EACH RAF t tK 2' MIN. PENETRATION EXISTING WOOD TRUSSES 0 24 0.C. MIN. 2x4 MEMBERS MIN. S.G. = 0.51 HEADER CONNECTION TO WOOD TRUSSES MAX SHUTTER HEIGHT = 9 FT. MAX DESIGN LOAD = 75 PSF ENGINEER: HU14AYOUN FAROOQ PE 31 16557 1/4' PLYWOOD EXISTING SOFFTr i 1 + —.500 1/4 " -20 X 1/2" BOLT W/ NUT 0 2" FROM ENDS do 9 -1/2" O.C. APPROVED AS COMPLYING MTH THE SOUTH FLORIDA BUILDING CODE OAT y • .!. 199.`2 8Y PRODUCT SNTROL DIV'S10n BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE Nei-1-'23a (13 U 4-4 J CD Z i 1 z O- g ° a- 0 0 U w z r) cif z 0 C - N O (1; w A �N Z � .� W N a N 0 y L ._ 0 co 0_ O ¢ ' 0 O W z m - z CL J C Z 0_ Q � p —I 0 0t1< fn � N Z N1 qI Q: o • c 0 0. 'C U y 'v a ,n 0 0 0 z O c h 0 2 T a f drawing no. 94 - 51 sheet 3 of 4 r ;FASTF'NER _IN _MASONRY CHARTS ARE BASED ON TYPICAL EDGE DISTANCE = 12d. FOR LESSER EDGE DISTANCE DECREASE SPACING BY MULTIPLYING WITH THE FACTOR BELOW EDGE DIST. 12d- 3"10d =2 -1 /2" 8d - 64=0 -1/ .., 5d =1 -1/4�/ FACTOR 1.00 0.86 0.71 0.57 4. " . " 650 - 7CA/APIE.: FOR 3 EDGE GIST. SPACING = 9.37 0.C. (FROM CHART) FOR Z' EDGE DIST. SPACING = 9.37 X .71 - 6.65 0.C. \ I I I ANCHOR CHART 2 RoaTracz • . \ I V J .. I A I _ .. ! , '] 1 I • 1 } { N I . 1 I ISPACE 1 \ I � \I 1 I I I I 1 \ \J I II a i i I I { i I I-..,1 I a •;y c- ! I I I I I I I I! I I I 1 \ \ I 1 1 I I} ] I I \ 9. ..75 . �i. 4, I I I .....:............. .... , 11.;....1,1..;...1 3 LN I \ I \ 1 1 \ I ! ! ] 3 ....,.... .. ,11111,1 1 6 ANCHOR SPACE I I I 6 .. I IN-c, I r II NF L4 l . �� 1,,.11.11 1111 �,..,,.. 1 1 5' I I 1 3 I I ' ± ................. .1 1.11 ,,, .,.r,.,,, ,.,.;,,..,.•••• i \ I I ANCHOR C;-iAR 4 RDETPOCA 3 I \ I I V J .. I A I _ .. 1 1 1 I I 1 ! 1 I I 1 I • 1 } { N a \f) ANCI}iOR 1 ! I ISPACE 1 \ I � \I 1 I I I I 1 \ \J I II a i i I I { i I I-..,1 I a •;y c- ! I I I I I I I I! I I I 1 l'T r T I � \ I a TITTI ! I I I I { 9. ..75 . �i. 4, I I I .....:............. .... , 11.;....1,1..;...1 3 I I 1 1 1 i V \\I IANCHCR CHART 1. L ..„.e: ___ _ 1 1 1 I i 1 I iI 1 } { N 1 ! R I 1 I II a i i I \9 ,.._. 3 1 \ - I ! \ ANC�fiG I C7 r 1 "\ I \ I I 1 /I R 1 l'T r T I � \ I a TITTI I 11 f fA I 9. ..75 . �i. 4, � In 1 I 1 1 1 - 1 LN ! III I I 1 � • ANCHOR CHART 6 \ 6 lINC' 1CR SPACE 3 ....,.... .. ,11111,1 ! I '''''''''''',, I ?ANCHOR CHART 6 .. I IN-c, I r II 111111.''' l . �� 1,,.11.11 1111 �,..,,.. 1 1 1 I n..1 1.....n..n ,,, , , .111.. n11 , . .. , 11 ,1.n.. 1.1.1.1 3 I I f I \I 1 i V \\I 1 1 1 _ 1 1 1 I i 3 !\ I 1 i I �� / // 1 } { N 1 ! \f,.. . 1 SP LIcE R I 1 3 a i i I ! 3 1 \ - I ! \ ANC�fiG I C7 r 1 "\ I \ I I 1 /I R I �j \ I a TITTI I ) f fA I 9. ..75 . �i. 4, � In 1 I 1 1 1 - 1 LN ! •475 I I 1 1I 1 \ I • ANCHOR CHART 6 1 I 1 1 3 ....,.... .. ,11111,1 ! I ?ANCHOR CHART 6 .. I IN-c, r II 111111.''' 1.1.1...1 1,,.11.11 1111 - \ 1 1 1 1\ 1 I \ \I 1 \ 1 1 1 1 1 1 _ \ I I I 1 - \ I ! 1 \! 1 1 , I l\ I I • R I 1 3 El `\ .1INCfll SPACE I \ 3 1 \ - I ! \ ANC�fiG I C7 r 1 - 1\ ! V I / ! \ 1 1 N I\� R I �j \ I a TITTI I f fA I I \ I In 1 I 1 1 1 - 1 •475 \f 1 I 1 1I 1 \ I • ANCHOR CHART 6 ' 1 3 ....,.... .. ,11111,1 I 3 \ \I 1 \ I\ IIII V I\ \ 1 I1\ 1 i \ \! 1 1 , I l\ I I • R I 1 3 I .1INCfll SPACE OP) SPIKE 1 3 I i 1 \ \ 1 1 N I\� R I �j \ I a TITTI ! I I I I \ I In 1 I 1 1 1 3 99 375 - •475 ! 1 I 1 1I \ I 1 ' 1 3 I I 3 I IN-c, r II I1 ` 1 1 1 r i 7 T 7 1 - 11 I► 1 I I ! AN CHOR CHART I. RafTrar7 . .... I ...1 I .1.. I 1.11 I ,..r 7 1 I 1 I j 1[1 rrn \ I\ IIII TI111 ►I \ 1 I1\ 1 i \ \! 1 1 it • Ni 3 I 9 . 37E ANC OP) SPIKE 1 3 I I \ 1 1 N I\� 7. 11� \ I a TITTI ! I I I I \ I In 1 I 1 1 99 375 - r :1 7 1 .- 171 ! 1 I 1 1I \ I 1 ' 1 3 I I I 1 [! I IN-c, r II I1 i I1 1 1 1 r i 7 T 7 1 - 11 I► 1 i 1111 1 I 1 1 j 1[1 11 1 i I . ANCHOR ' y RafT•aC7 CHART 9 tTn ! 111 I 1 ANCHOR CHART L0f rrn \ I\ IIII TI111 ►I \ 1 I1\ 1 i it • \1 � "11 I I TTITI II 11� \I i TITTI ! I I I \ \ I In 1 I 1 1 99 375 - r :1 7 1 .- 171 ! 1 I 1 1I \ I 1 I1 I! I ! I 1 [! I IN-c, r II I1 i I1 1 1 r i 7 T 7 1 - 11 I► I 1 II 1111 1 I 1 1 i1 1[1 11 11 11 tTn I} 111 1 ANCHOR CHART L0f 1 R arTOeiQ I ' ,.. , n.. t. 1 .,,.,p,nl.nin,n.nlp,.,...,..1. nnrn,m,.. III. .......h.,... • • • 413 60 90 1130 120 PANEL SPAN - INCHES 60 8J' 100 1.20 PANEL SPA - INCHES a 4 • � 140 140 TYPICAL EDGE DISTANCE IN W000 - 1 -1 /4" NO REDUCTION FACTOR IS REQUIRED N tn CI 413 60 80 100 1.20 PANEL SPAN - INCHES 40 60 80 100 120 PANEL SPAN - INCHES 140 140 N N m ry ! I y I 1 N w 3 a m \ ! I I 40 60 80 100 120 140 PANEL SPAN - INCHES TYPICAL ANCHORS \ I I \ i c m � .a ] ANCHOR CHART 8 ID Raairata d0 60 80 ANCHOR ® - 1 /4" TAPCON 1 -3/4" EMBEDMENT TO CONCRETE ANCHOR © = 1 /4' x 1 -1 /4 HILT! METAL HR ANCHORS /NAIL PIN 1" EMBEDMENT 10 CONCRETE OR BLOCK ANCHOR@ - 1/4 RAI& C41i( - 1+ S'T# T44PI4? OR EQUAt. TOTAL ANCHOR 900Y INTO CONC. ANCHOR © - 5114 S.M.S./LAG SCREWS INTO W000. (S.c.- 0.47) 1 -1 /2' MIN PENETRATION. NOTE: ANCHORS, USE FULL EMBEDMENT IN CONCRETE BEYOND lc THE COVERING (STUCCO. TILES. ETC.) ANCHOR CHART 3 nail= I I I F CYOR !SPLICE r PANEL SPAN - INCHES r 9 .�75 f 1 I. i ., 111 11.. 1 100 :20 140 USE CHARTS 1 THRU 10 TO REQUIREMENTS AND STRESS LOAD /SPAN COMBINATIONS FOR d13 60 80 1.00 120 PANEL SPAN - INCHES L40 40 60 80 100 120 PANEL SPAN - INCHES VERIFY ANCHOR UMTTATIONS OF HEADER AND SILL .0 40 m N N m m N 01 CO <L ••. (r; C- • W m c CO rn W ID C N W 5 H a m o ENGINEER: HUMAYOUN FAROOQ PE i 16557 APR 6 5 1995 60 80 100 120 PANEL SPAN - INCHES 1.40 40 60 80 100 120 PANEL SPAN - INCHES APPk04ED AS COMPLYING WITH Th'E SDUP; FLOP: .; BUILDING CODE OSTF 1 (.� L C: BY PRODUCT ONTBOL OIV!S;ON BUILDING CODE COMPLIANCE OFFICE ;CCEPT.ANCE NO9 y -/ 230 •. (1). 9 Ig 140 1 L vi c 0 y m 00 J � J z 0] I..1 w In o 0zz g og O tnQ LO N z 0 rn 0 0 o. a 'C 0 of D 0 -, 0 0 w 2 8 1-- - s 5 1- ri 0 0 0 1 v 1 1 v ) 1 drawing no. 94 -51 sheet 4 of 4 ) D 1 4.4.95 I T.H. dot.: 07-07-114 BUILDINGS GREATER THAN 60 FEET HIGH MEAN ROOF ELEV FEET DESIGN LOADS -PSF EXPOSURE C DESIGN LOADS -PSF EXPOSURE D ZONE ZONE ZONE ZONE ZONE ZONE ZONE ZONE 5 5 6 7 5,6,7 5 6 7 + - - - + - - - 10 27.2 EVALUATE NEGATIVE LOADS AT ROOF ELEVATION 40.6 EVALUATE NEGATIVE LOADS AT ROOF ELEVATI ❑N 20 29.5 43.0 30 33.1 46.6 40 36.0 49.4 50 38.3 51.6 60 40.4 53.6 80 43.8 48.5 79.4 110.3 56.7 62.8 102.8 142.7 100 46.7 53.2 86.2 119.1 59.3 65.7 107.5 149.3 120 49.2 54.5 89.2 123.9 61.5 68.1 111.5 154.8 140 51.4 57.0 93.2 129.4 63.5 70.2 114.9 159.7 160 53.5 59.2 96.8 134.5 65.2 72.1 118.1 164.0 180 55.3 61.2 100.1 139.1 66.7 73.9 120.9 167.9 200 57.0 63.1 103.2 143.3 68.1 75.4 123.4 171.5 220 58.5 64.8 106.0 147.3 69.5 76.9 125.8 174.8 240 60.0 66.4 108.7 151.0 70.7 78.2 128.0 177.8 260 61.4 68.0 111.2 154.5 71.8 79.5 130.1 180.7 280 62.7 69.4 113.6 157.8 72.9 80.7 132.0 183.4 300 64.0 70.8 115.9 160.9 73.9 81.8 133.9 185.9 320 65.2 72.1 118.0 163.9 74.9 82.9 135.6 188.4 340 66.3 73.4 120.1 166.8 75.8 83.9 137.3 190.7 360 67.4 74.6 122.1 169.5 76.7 84.9 138.8 192.8 380 68.4 75.8 124.0 172.2 77.5 85.8 140.4 194.9 400 69.4 76.9 125.8 174.7 78.3 86.7 141.8 196.9 BUILDINGS EQUAL OR LESS THAN 60 FEET HIGIL ,_ - L� OAD PSF EXPOSURE MEAN ROOF ELEV. FEET ROOF SLOPE > 10 DEG. ROOF SLOPE = <10 DEG. ZONE ZONE ZONE ZONE ZONE ZONE 4 &5 4 5 4 &5 4 5 + - - + - - 15 34.4 37.1 45.9 30.9 33.4 41.3 20 37.4 40.4 49.9 33.6 36.3 45.0 25 - 40.1T� �C4 53.4 36.0 38.8 48.1 30 42.1 45.5 56.3 37.9 40.9 50.6 35 43.8 47.3 58.6 39.4 42.6 52.7 40 45.5 49.2 60.9 41.0 44.3 54.8 45 47.3 51.0 63.2 42.5 45.9 56.8 50 48.6 52.4 64.9 43.7 47.2 58.4 55 49.9 53.8 66.6 44.9 48.4 59.9 60 51.1 55.2 68.3 46.0 49.7 61.5 DR. HUMAYOUN FAROOQ STRUCTURES FlA PE # 16557 THIS DOCUIIINNT IS NOT VALID WITHOUT THE =BOSSED SEAL OF AN BNGDYEEB KICpLOYED BY AL- FAROOQ CORPORATION. NO PORTION OF THIS DOCUMENT MAY BE USED OR REPRODUCED IN ANY MANNER WHATSOEVER WITHOUT THE WRfiTEN PERMISSION OF AL- FAROOQ CORPORATION (EXCEPT. HOWEVER, FOR THAT PORTION OF ASCE 7 -88. SET FORTH HERON). • MAY 1 21997 AL- FAROOQ CORPORATION ENGINEERS, PLANNERS & PRODUCT TESTING 1235 SW 87th AVENUE MIAMI, FLORIDA 33174 (305) 264 -8100 • a C TS -40 786 NOTES: BLDGS. 60 FT. HIGH OR LESS a = 10% OF MINIMUM WIDTH OR .4h, WHICHEVER IS SMALLER BUT NOT LESS THAN EITHER 4% OF MINIMUM WIDTH OR 3 FT. LOADS, POSITIVE AND NEGATIVE ARE TAKEN AT MEAN ROOF HEIGHT AND APPLY TO ALL FLOORS. LOADS BETWEEN ELEVATIONS SHOWN IN TABLE. CAN BE INTERPOLATED. h -�- NOTES: a a BLDGS. GREATER THAN 60 FT. IN HEIGHT. USE EXPOSURE C FOR NON - COASTAL AREAS. USE EXPOSURE D FOR COASTAL AREAS. a = 5% OF MINIMUM WIDTH OR 0.5h, WHICHEVER IS SMALLER. POSITIVE LOADS CAN BE GRADUATED FLOOR BY FLOOR USING ELEVATION ABOVE GRADE AT PARTICULAR FLOOR. NEGATIVE LOADS MUST BE TAKEN AT MEAN ROOF HEIGHT AND APPLY TO ALL FLOORS. LOADS BETWEEN ELEVATIONS SHOWN IN TABLE CAN BE INTERPOLATED. SEE ABOVE ILLUSTRATION FOR DETERMINATION OF ZONES. WIND LOAD TABLES FOR COMPONENTS & CLADDING AS PER SPECIFICATION ASCE 7 -88 BASIC WIND SPEED: 110 MPH IMPORTANCE FACTORS: 1.05 TRIBUTARY AREA: 40 SQ. FT. GCPI FACTORS NOT INCLUDED NOTE: THESE TABLES ARE FOR USE WITH SHUTTERS WHEN INSTALLED IN FRONT OF GLASS.