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40 NE 95 St (8)' PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date g 61 " 7 Job Address 9 NE �— Tax Folio Legal Description 1---° t &41 e ►Oc #I gn .7I V Hist ncall Desi ated: Yes N ' o f � Owner/Lessee / Tenant kir. 130110 /' [ o�ot, 0 � 7 C'r Master Permit # /V�,' . '7 / 3 2 Owner's Address 41 /1' 9 Phone -g 7}4 - 2 Fev Contracting Co. -- TT/ © .5 ElJ k SW tie ! 1 ; t 1 2 a Address SOS S 9 Qualifier / o • / N o sei,- State # C ) S 0O • Municipal # Competency # Ins. Co. bi e 4. atAorr' ) -L `, ` Architect/Engineer /) /A- Address Bonding Company P7/4 Address g/A- - Mortgagor Permit Type (circle one): BUILDIN (( ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION S`T4 t 1 I0 L.n. 0 1 ` 1 • ' /41 G;v < 44. 6..1_ 5 bt,. PvV e S' , ©• Square Ft. 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 contractor to do the work stated. i ature of owner and/o on do Pres dent ' Date Notary as to Owner and/or Condo President My Commission Expires: FEES: PERMIT 4/6. RADON D to SS# P h o n e 4s $3 "g51 O Address U � � Estimated Cost (value) APPROVED: Zoning Building ti1 1� t ij 1 )( 4 / Mechanical Plumbing Signature of Contractor or Owner- Builder Date p 70 Notary as to Contractor or Owner- Builder Date My Commission Expires: C.C.F. NOTARY j . BOND TOTAL DUE 'f 'm Electrical 8zq-C Engineering yo /VC tl(4;."'") S eSi 33138 <-N 57Q fr- 7x 45 • 4/4x4/, 26xiFs x 5? t . 114 L .<i ' V'LQCA ,&J S(: (., 4t - It • iX S? x S J 1 x xNS cv of Eas j- 1-{t.use 2 1 1 0" 32 s c tpw a , Sos S� ljS 0 5 . ( �e Fa. 3 33 (Co -0 < 27-2- METROOADE PRODUCT CONTROL NOTICE OF ACCEPTANC'E Florida Screen Enterprises 15201 N.W. 34 Avenue Opa Locka FL 33054 Your application for Product Approval of: .060" 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. 95 -18, Sheets 1 thru 5 of 5. (For listing, see Section 8 of this Notice of Acceptance) has been recommended for acceptance by the Building 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.:95- 0515.16 Expires:07 /20/98 METFIOPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 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 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: 07/20/95 -1- s anger, Director Building Code Compliance Dept. - Metropolitan Dade County f 1grida Screen Enterprises ACCEPTANCE NO.: 95- 0515.16 APPROVED : JUL 2 0 199 1. DESCRIPTION 1.1 EXPIRES : JUL 2 0 19 9 8 NOTICE OF ACCEPTANCE: SPECIFIIC CONDITIONS This approves an 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 13uildings 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. 95 -18 Sheet 1 of 5, using .060" thick aluminum alloy 5052 -H32. 2.2 Panels are rolled formed, nominal width of 12.00 ", total width of 14 3/8 ", forming 2" deep ribs. 2.3 Components shall be aluminum alloys 6063 -T5, "h" header, "u" header, 2" x 2" x .125" angle, 2" x 4" x .125" angle, and 2" x 4" x .125" aluminum channel. 2.4 Tested specimen: Dimensions: 39" x 99 -1/2 ", 39" x 97 -1/2 ", 39" x 96- 3/4 ",50" x 50" and 39" x 101" 3. LIMITATIONS 3.1 The design will be dependent on the maximum panel height of 97 -1/2" for wall mounts, 99 -1/2" for inside mounts, and 96 -3/4" for direct mounts and to be installed only as outlined on drawing No. 95 -18, Sheets 1, 2, 3, 4 and 5 of 5. 3.2 Minimum separation to existing glass to protect shall be 3.2.1 For spans up to 50" = 2 ". 3.2.2 For spans up to 96 3/4" = 2 3/4 ". 3.2.3 For spans up to 99 1/2" = 2 7/8 ". 3.3 Maximum clearance between top of panel and inside of header shall be 1/4 ". 4. INSTALLATION 4.1 The panels shall be installed only in the following condition: 4.1.1 Wall Mount The panels are secured to an "h" Wall Mount Header at the head and a Base Angle at the sill, both of which are anchored to the wall, using the tension anchors as shown on Section A -A, Drawing No. 95 -18, Sheet 2 of 5, bearing the Dade County Product Control approval stamp. 4.1.2 Direct Mount Similar to wall mount, but using the 2" x 2 "•x .125" Base Angles at both header and sill using the tension anchors as shown on Section C -C, Drawing No. 95 -18, Sheet 2 of 5, bearing the Dade County Product Control approval stamp. 4.1.3 Ceiling/Inside Mount The panels are secured inside a Ceiling Mount "U" Header at the head, which is anchored to the inside of the opening, and fastened to the 2" x 2" x .125" continuous studded aluminum Base \I IM uel Perez, P.E. Plans Examiner 1I Product Control Division frida Screen Enterprises ACCEPTANCE NO.: 95- 0515.16 APPROVED : I JUL 2 0 1995 EXPIRES : ' JUL 2 0 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS Angle at the sill, using 1/4 " -20 x 3/4" studs and washered wingnut spaced at 12" o.c. as shown on Section B -B, Drawing No. 95 -18, Sheet 2 of 5, bearing the Dade County Product Control approval stamp. 4.1.4 Any combination of the above, 4.1.5 Skylight Cover Application Continuous extruded aluminum channels 2" x 4" x 2" x 1/8 ", used as header and sill, run along the sides of the skylight frame channels and are supported by 4" wide brackets spaced not more than 20" apart. Brackets consist of a 2" x 4" 1/8" x 4" wide aluminum angle located along the side of the skylight frame and are anchored to the roof rafter using four (4) #10 x 1 1/2" SMS per bracket, these brackets must be properly flashed in compliance with Chapter 34 of the SFBC. A 2" x 2" x 1/8" x 4" wide aluminum studded angle, with two (2) 1/4 " -20 x 3/4" studs w /wing nut, is attached to the long leg of each bracket using three (3) #10 x 1 1/4" SMS penetrating into the skylight frame. This angle must be completely covered by the skylight flashing. The storm panels are then fastened at each end to a 2" x 2" x .125" continuous studded aluminum Base Angle with one leg turned up serving as an end cap covering the panel ridge openings along the sides. Angles and panels are secured to the top flange of the channels using 1/4 " -20 x 3/4" studs w /wing nut and washer spaced at 12" o.c., another 2" x 2" xl /8" is used at top and bottom of shuttter to cover the opening under the panels, as shown on Sections A -A and B -B, Drawing No. 95 -18, Sheet 5 of 5, bearing the Dade County Product Control approval stamp. 4.2 Anchorage of the aluminum angles shall be to concrete, masonry and/or wood framing and shall consist of only the anchors, embedment and spacing specified on Drawing No. 95 -18, Sheet 1 thru 5 of 5. 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 approved drawings No. 95 -18, Sheet 1, 2, 3, 4 and 5 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. 2a - M 1 Perez, P.E. Plans Examiner II Product Control Division TEST TEST LOAD DESIGN LOAD Deflection LARGE MISSILE IMPACT TEST SFBC PA 201 -94 (99 -1/2" SPAN) SATISFACTORY HETI -95 -434 Max. 2.88" LARGE MISSILE IMPACT TEST SFBC PA 201 -94 (97 -1/2" SPAN) SATISFACTORY HETI- 95-434 Max. 2.5" LARGE MISSILE IMPACT TEST SFBC ,PA 201 -94 (96 -3/4" SPAN) SATISFACTORY HETI- 95-434 Max. 2.75" LARGE MISSILE IMPACT TEST SFBC PA 201 -94 (50" SPAN) SATISFACTORY HETI- 95434 Max. 2.00" CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE (99-1/2", 97-1/2", 96 -3/4" SPAN) +68.0 PSF HETI- 95-434 +53.0 PSF HETI- 95-434 CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE (99 -1/2 ", 97 -1/2 ", 96 -3/4" SPAN) -91.0 PSF HETI - 95-434 -70.0 PSF HETI - 95-434 CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE (50" SPAN) +130.0 PSF HETI- 95-434 +100 PSF HETI - 95-434 . CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE (50" SPAN) -130.0 PSF HETI - 95-434 -100.0 PSF HETI- 95-434 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POSITIVE (101" SPAN) +80.0 PSF HETI- 95-436 +53.0 PSF HETI- 95-436 @ Design .602" UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE (101" SPAN) -105.0 PSF HETI - 95-436 -70.0 PSF HETI - 95-436 DESIGN PRESSURE RATING +53.00 PSF -70.00 PSF aorida Screen Enterprises ACCEPTANCE NO.: 95- 0515.16 APPROVED : ' JUL 2 0 1995 EXPIRES : JUL 2 0 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 7. TESTS PERFORMED TESTS: -2b- RESULTS: as M el Perez, P.E. Plans Examiner II Product Control Division Florida Screen Enterprises ACCEPTANCE NO.: 95- 0515.16 APPROVED EXPIRES : JUL. I 2 0 1995 JUL 201998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test report on Large Missile Impact and Cyclic Wind Pressure Test of aluminum storm panels, prepared by Hurricane Engineering & Testing, Inc., Report No. HETI - 95-434 dated March 27, 1995, signed and sealed by Hector Medina, P.E. 8.1.2 Test report on Uniform Static Air Pressure Test of Aluminum Storm Panels, prepared . by Hurricane Engineering and Testing, Inc., Report No. HETI -95 -436 dated 3/31/95, signed and sealed by Hector Medina, P.E. 8.2 Drawing: 8.2.1 Drawing No. 95 -18, Florida Screen Enterprises, Aluminum Storm Panels, Sheets 1, 2, 3, 4 and 5 of 5, prepared by Al Farooq, dated 04/17/95, revised on 06/28/95, signed and sealed by Humayoun Farooq, P.E. 8.3 Material certification: 8.3.1 Mill Certified Inspection Report issued by Alumax Mill Products with chemical composition and mechanical properties for aluminum alloy 5052 -H32 (Panels Only). 8.3.2 Certified Tensile Test Report from Hurricane Engineering & Testing, Report Number HETI- 94 -T66 dated 3/31/95 for aluminum storm panel, tested per ASTM E8 -93, signed and sealed by Hector Medina, P.E. 8.4 Calculations: 8.4.1 Anchor analysis dated 05/09/94, Pages A -1 through A -18, prepared by AI- Farooq Corp., signed and sealed by Humayoun Farooq, P.E. M uel Perez, P.E. Plans Examiner II Product Control Division Flgrida Screen Enterprises ACCEPTANCE NO.: 95- 0515.16 3 APPROVED EXPIRES NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 'JUL 2 0 1995 : 'JUL 201998 1. Extension of Acceptance may be considered 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. Mandel Perez, P.E. Plans Examiner [I Product Control Division FASTENER SPACING IN MASONRY TABLES 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 /Z" 8d =2" 6d= 1 -1/2" 5d =1 - 1/4 FACTOR 1.00 0.86 0.71 0.57 0.50 EXAMPLE: FOR 3" EDGE DIST. SPACING = 12" O.C. FROM TABLE) FOR 2" EDGE DIST. SPACING = 12 X .71 = 8.5 0.C. .094 2.000 1.500 3.500 2.000 —.062 .062 -+ 1 - 2.000 CEILING MOUNT HEADER 6063 -T5 - x-.062 --r 2.2.30 .094 TYP 2.000 WALL MOUNT HEADER 6063 -T5 -0-.125 .062 a 2.000 -- -� BASE ANGLE 6063 -T5 2.500 .094 2.500 2.000 4.820 FOR FASTENER DETAILS SEE SECTIONS ON r .._ SHEET 2 4 MAX. 1 1.180 (3) 12.000 PANEL. ALUMINUM .060 5052 -H32 1 I w x v► z 0 N z 0 N tn 24. END CAP ANCHORS 1 ■•• • . 1/4 0 ANCHORS 0 24 O C. DETAIL -A END CAP BUILT —OUT CONDITION A C B A 2 X 2 X 1/8" 2 X 3 X1/8 2 X 4 X 1/8' ALUM. ANGLE FOR END CAP AS REQD. AT BUILT -OUT CONDITIONS END CLOSURE ANGLE REQD. ONLY ON BUILT -OUT CONDRTON SEE DETAIL A 1 1 1 A B C TYPICAL ELEVATION PANELS CAN BE INSTALLED VERTICALLY OR HORIZONTALLY USING APPLICABLE ANCHORING DETAILS. i �— -F- 2.000 .12.5 TYP 4.000 2 X 2 X 1/9' 2 X 4 X 1/8' ALUMINUM ANGLES 6063 -T5 2.000 f .125 TYP 4.000 ALUMINUM CHANNEL 6063 -T5 r• Y r 1-- L- 1- r - r ti PRODUCT MARKING A LABEL SHAL_ BE AFFIXED AT BOTTOM OF ONE PANEL OF EACH OPENING WITH THE FOLLOWING STATE).1ENT. FLORIDA SCREEN ENTERPRISES. MIAMI, FL ALUMINUM STORM PANEL DADE COUNTY PRODUCT CONTROL APPROVED" DESIGN PRESSURE RATING = + 53 PSF — 70 PSF ATTN. BLDG. OFFICIALS DO NOT ACCEPT 11115 DRAWING W/0 FLORIDA SCREEN ENTERPRISES RASED CORPORAIF SEAL. GENERAL NOTES 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 uE ALLOT 6063-T5, �, OR AS NOTED. 4. ANCHORS SHALL BE AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. DIFFERENT TYPES OF ANCHORS MAY BE INTERCHANGED IN APPUCATION. 5, ALL BOLTS SHALL BE STAINLESS S1LLL. ALUMINUM ALLOY 2024 -T4 OR 7075 -T6. OR PLATED STEEL WING NUTS TO BE OF ZINC ALLOY. 6. THE DESIGN AT ANY GIVEN ELEVATION SHALL COMPLY WITH THE TABLES PERTAINING TO THE EXPOSURE/ZONE 7. DESIGN CRITERIA FOR PANELS: MAX DEFLECTION S L /30 OR 2'. 8. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE TO BE ENGINEERED SEPARATELY. DESIGN LOADS SHALL BE CALCULATED AS PER REQUIREMENTS OF ASCE 7 -88. BASED ON 110 MPH WIND VELOCITY. (FJdGINE17t HUMAYOUN FAROOQ PE ; 16557 Jlit 1995 • ANCHORS: EMBEDMENT & EDGE DISTANCES SHOWN ARE BEYOND THE WALL & FLOOR COVERING (STUCCO, TILES, ETC.) TYPICAL EDGE DISTANCE IN WOOD 1-1/4" NO REDUCTION FACTOR 15 REQUIRED AI'POOVI.D AS COMI'IYINC WITH THE SO11111 11 ORIUA BUIL DING CODE UA! L .SLA_L. 19 IIY PRBIAIL4- CON1ROI UIVPS,U Mill DINT, CODE COMPLIANCE OFFICE \CCII'IANCI N0 ((,, , 5 ACI5. L .SaQ C c cn 0 V) W N U') W W LL! Q Q W N LU ►`) w O ac N 3 N Q Z o ap — O _ O N < ANCHOR TYPE SPACING INCHES UPT 45 PSF UPT 70 P F CONC 12 BLOCK BLOCK CONC BLOCK,WOQD 12 A ,WOOD — — 12 6 — 6 12 — E _ — — 12 — — 10 TC HE R SPACING INCHES UPTO 45 PSF UPT 70 PSF CONC. BLOCK WOOD CONC. BLOCK WOOD A 12 11 - 12 7 — 6 12 - E — — 11 E - - 12 - _ - 10 ANCHOR TYPE SPACING INCHES UPT 45 P F UPT 70 PSF CONC. 12 BLOCK 9 WOOD CONC 12 BLOCK 6 WOOD A 9 9 — 6 — E — — 11 — — 7 ANCHOR TYPE SPACING INCHES UPTO P F UPT 70 P F � QNC. BLOCK 6 „MOOD - CONC. Id BLACK 4 WOOD 999 y E — — 8 — — 5 PANEL SPAN UPTO SEPARATION FROM GLASS 99 —1 /2" 2 -7 /I1' 96 -3/4" 2 -3/4 50" 2" - GLASS MIN. SEPARATION TYPICAL — ALL INSTALLATIONS SEE TABLE BELOW WALL MOUNTS MAX SPAN= 97 -1/2" 1 /4 TYP SECTION A -A 1/4- -20 x 3/4 STUDS W/ WING NUT & WASHER • 12^ 0.c. 2 x 2 x 1/8" ALUM. ANGLE 6063 —T5 I FEW GENERAL_ NGTES AND PANELS CONF1GURA1IQN 2 x 2 x 1 /8" ALUM. ANGLE 6063 —T5 fNSIDE MOUNTS G TYPICAL ANCHORS ANCHOR QA — 1/4" TAPCON 1 -3/4" EMBEDMENT TO CONCRETE 1 -1/4" EMBEDMENT TO BLOCK ANCHOR® — `14 S.M.S. W/ RAWL SCRU —LEAD INTO CONCRETE 1 -1 /2' EMBEDMENT. ANCHOR ©— /14 S.M.S. INTO WOOD, 1-1/r MIN. EMBEDM (S.C.- 0.47) NOTE ANCHORS. USE FULL EMBEDMENT IN CONCRETE BE 'IU, THE COVERING (STUCCO, TILES, EEC.) EQT1ON B —fl MAX SPAN =99 -1/2' 1/e-20 x 3/4 STUDS W/ WING NUT & WASHER 0 12 O.C. ANCHORS SAME AS HEADER Ed — TYPICAL EDGE DISTANCE CONC. & BLOCK — 12d (12 ANCHOR DIAMETERS) WOOD = 5d FOR LESSER EDGE DISTANCES SEE SHEET 1 OF 5. DIRECT MOUNTS 1/4 TYP 1/4" TYP SECTION C -C MAX SPAN =96 -3/4" 1/e-20 x 3/4 STUDS W/ WING NUT & WASHER • 12' O.C. 2 x 2 x 1 /8" ALUM. ANGLE 6063 —T5 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE L4� 199 BROD TR OL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.95 "DSl S. /6 *U f swing no. 95 -18 WOOD HEADER REQUIRED — FASTENERS AS PER SCHEDULES W/ 1 -1/2' MIN. PENETRATION TO COSTING HEADER . r FASTENERS SEE SCHEDULES 2" X 4' CONT. W/ (3) 1/4 0 X 5 LAG SCREWS 0 EACH STUD W/ 2' MIN PENETRATION INTO EXISTING STUD INSTALLATION DETAIL ON EXISTING WOOD BUCKS MAX. SHUTTER HEIGHT — 8 FT. MAX. DESIGN LOAD - 70 PSF OTHER CONDITIONS SIMILAR FOR FASTENERS SEE SCHEDULES SCALE : 1 / 4 =1' 2X4 1/8 2X5X 1/V ALUM ANGLE CONT EXISTING WOOD TRUSSES 0 24' 0.C. MIN. 2x4 MEMBERS MIN. S.G. = 0.51 • SPACING IN. 8 ANCHOR CONC. BLOCK WOOD 5 (2) 1 14 S.M.S. 0 EACH RAFTER 2' MIN. PENETRATION r MIN. HEADER CONNECTION TO WOOD TRUSSES MAX SHUT It)t HEIGHT = 9 FT. MAX DESIGN LOAD — 70 PSF WASHER '. 1 1 -3/4' 1/4' PLYWOOD EXISTING SOFFTT SPOT WELD 1' LONG 0 12' O.C. STAGGERED 1/4' -20 x 3/4' STUDS W/ WING NUT do WASHER 0 12' 0.C. 3/4' 2 x 3 x 8" ALUM. ANGLE W/ 1/4' RU BOLT W/ WASHER do NUT 0 6" 0.C. COUNTER TOPCONDfON (PASS THRU WINDOW) MAX SHUTTER HEIGHT - 6 FT. MAX DESIGN LOAD = 60 PSF. .500 ENGINEER HUMAYOUN FAROOQ PE t 16567 JUN 2 8 1995 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT � 199 BY PRODUCT 1 NTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO9.5' -Cl U 0' O O A 3 r` z r%) z Lin 0 g m c0 ct I (/) O d ` N W Z � ro W 3 CL ao U1 O) W N V) w N EE wo CL M LLJ �Z Q ZH ON W L`- O N N 0co < O � O N < 0 C 0 p 0 r rii ow ng r 1 95 - 18 J (,lu• t 3iof 1 1/4 —20 x 3/4 STUDS W/ WING NUT & WASHER 0 12' O.C. SPOT WELD ..r •• i l ii ( e )/ / \ ) STAGGERED 2x4x1/8 2x6x1/8" HORIZONTAL, TUBE ALUMINUM (6063 —T6) SPOT WE1D 1 LONG • 12 O.C. STAGGERED 1/4 —20 x 3/4• STUDS W/ WING NUT 6c WASHER 0 12 O.C. 2 x 2 x 1/8" ALUM. ANGLE 6063 —T5 FOR DIFFERENT CONDfiIONS SEE TYPICAL DETAILS AND SCHEDULES SHUTTER HEIGHT 1 • SHUTTER WIDTH 2 X 2 X 1/4 ALUM ANGLE 6 LONG W/ 3/8" KW1K BOLT ANCHORS 3/8' DIA THRU BOLTS W/ WASHER & NUT 3/4 TIP f TYPICAL ELEVATION 3 -3/4' MIN — Ed - IN OLT NNW la MINI MUNI i ALUM. TUBE 2 r 4 4 1/1 MAxIMUM PANEL LOADS VS. SPANS MAX. DEFLECTION • SPAN/ISO OR 2' EXTRUDED ALUMINUM 6863-76 NMI 0 NM IS D: SI: m ti ro HORIZONTAL T UBE CONNECTION TO W SCALE : 1/4 -1" 60 70 80 90 SHUTTER SPAN - INCHES m N m .0 u, ALUM. TUBE 2 • 6 w 1/0 MAXIMUM PANEL LOADS VS. SPANS MAX. DEFLECTION • SPAM/11111 OR 2' EXTRUDED ALUMINUM 6863 -T6 man 00" 4 , nt. 100 60 70 80 90 100 1 0 120 SHUTTER SPAN - INCHES ENGINEER:, HVMAYOUN FAR000 PE j 16557 1 1 . JUN 2 8 1995 BY 130 140 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DA1� TE �[_Y Q 1995 PAH DUCT CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N0. 6 6 1 -6515. 16 ( N W V) 62 0 at w 1— Z w Z W W CC U N 4 O J w Z w 1— r) Z O CV u0 u0 O r) 17 ( VI C 0 N L-4). C A 1 S Y 0 5 --: w 1 ; ng no. 95--18 •1l: .t 4 1.1 5 2 X 2 X 1/8' ALUM ANGLE 0 EACH END f 10 X 1-1/2' S.M.S. 4/ BRACKET ANGLES FASTENED WITH # 10 X 1-1/4" S.M.S. 3/ BRACKET SKYLIGHT COVER DETAIL DESIGN PRESSURE RATING = + 100 PSF —.100 PSF PANEL 2 MIN SEPARATION REDD. FROM GLASS W000 MEMBERS SKYLIGHT CURB SHOWN FOR REFERENCE ONLY B � MAX SPAN ■50' ROOF RAFTER 2 X 4 MIN. SOUTHERN YELLOW PINE OR EQUAL SECTION A -A DOUBLE —PANE GLASS SKYUGHT HORIZONTAL CROSS SECTION SHOWN FOR ILLUSTRATION PURPOSES ONLY DETAILS SHOWN ON THIS SHEET CAN ONLY BE USED FOR SKYUGHTS BEARING DADE COUNTY APPROVAL AND SWILL BE WHITED BY THE CONFIGURATION. SIZES AND PRESSURE RATINGS OF THIS SHUTTER. 1/4" -20 x 3/4" STUDS W/ WING NUT & WASHER 0 12" 0.C. SECTION B -B 2 X 2 X 1/8' ALUM ANGLE (CONT.) FOR END CAP WATER PROOFING NOT BY F.S.E --s- 2 X 2 X 1/8' ALUM ANGLE 4" WIDE 0 20' 0.C. FASTENED TO CHANNEL W/ TWO 1/4 -20 X 3/4' STUDS W/ WING NUT 2 X 4 X 2 X 1/8' ALUM CHANNEL CONT. # 10 X 1 - 1/4' S.M.S. 3/ BRACKET 2 X 4 X 1/8' ALUM ANGLE 4" WIDE REQD. 0 20" 0.C. WATER PROOFING NOT BY F.S.E PLY BY OTHERS r ENGINEETC HUMAYOUN FAROOQ PE #' 16377 :I i JUO 81995 TOP VIEW ( ) 4' � +1 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT 19 BY PRODUCT ONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NOR.S 6 1 C- w Lu c 0 A - c > x r m 0 0 0 < c In w N L ? r) Z Q < w w F- O LAJ _J N O Q Z U D - O O oN Q J t Q r) L� �O � z 0 drawing no. 95 -18 :,1„ cl 5 oI 5