Loading...
150 NE 95 St (8)01 'f► PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 2 - -- 9' 7 Job Address 4 5-0 `: °'S `� Tax Folio it -- 32_O C° "01 33 — `° Legal Description Sec ec-6, 1 ea-9' igicck 2.4 Historically Designated: Yes No Master Permit # 4/13 Phone Contracting Co. ® S S' ((�'c�ok s , 1 « Address 5 Ste ' ; . lt-siataiehiz SS# . � - Phone q..9 i Owner/Lessee / Tenant Owner's Address L,O■S Rt 4,57 cJ 0. Qualifier �11 State # CIS .- o 6O ? Municipal # Competency # Ins. Co. Architect/Engineer Af - Address Bonding Company /WA - Address Mortgagor Address Permit Type (circle one),. BUILD ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION ....41-41 l` Q-1 -°F !4 - -374 c=7'P dit,6 ev e� P�, Square Ft. 3 Estimated Cost (value) Or 5 0 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. Signature of owner and/or Notary as to Owner and/or Condo President Date My Commission Expires: ` Z, Q FEES: PERMIT q 8 - `� RADON S — jt -97 dent Date APPROVED: Zoning Mechanical ' umbing Building Signature of Contractor or Owner - Builder Notary as to_Contractor or Owner - Builder My Conimissidi Expires: .:. A, :'.; _ U ��, ( 1 ,ems ` i1 .. iA 3 t'. '. rs c© ;., 'J.J� ii . ( ? F ^. °" C' . ,. ! '. _ i. NOTARY / BOND Electrical Engineering S -4 77 Date Date -9 7' TOTAL DUE /O$ This prgpared by: Name ... 1� (-S • S + 4 ' Olock u Address C' YZ �'1ar ` e , / .ce. sr— P. +744 33316. Permit # Tax Folio # I / -3Z0Co dt3 - -84.0 NOTICE OF COMMENCEMENT %State of Florida County of Broward The undersigned hereby give notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement: 1. Legal Description of Property: Lot/Unit ` # Jhbcre Page , Broward County, ( )Lengthy Legal, please see description attached hereto as Street Address: 1 /VF q5 Subdivision/Condominium: ( )Plat Book ( )OR Book (If available 1 kiJ ` /e , /ss— a 3 /.3g" Y (Space above ihls line reserved for recording lice use 2. General Description of Improvement: � 114 4'P 4K . ?'T'9" o� ry k cc.� g e l s 3. Property Owner Name: 1 "1 , ec r (1 Mailing address: 1,C0 A) cM 3 Ste• and interest in property Ow IAA " Name / mailing address of fee simple titleholder (if other than owner) 4. Contractor name: Address: SOS 6 t - Phone number: 'W Fax# (optional, if service by fax is acceptable): •Scrove 6. Lender name: Address: Phone number: Name: Address: Phone number: Name: Address: Phone number: N1Q Block /Bldg# 2 1 , O W! 5 UN 5. If Surety Bond, name: and address of Surety: and amount of Bond: $ ( copy of bond must be attached to this Notice at time of recording Phone number: Fax# (optional, if service by fax is acceptable): Fax# (optional, if service by fax is acceptable): 7: Persons within the State of Florida (names and addresses) designated by property owner upon whom Notices or other documents may be served as provided by Section 713.13 (1) (A) 7., Florida Statutes: Fax# (optional, if service by fax is acceptable): 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(8), Florida Statutes. Fax# (optional, if service by fax is acceptable): 9. Expiration Date of this Notice: (expires 1 year from date recorded unless a dif rent date is specified) Owner Signature: "P i► Printed Name: L • /3 r � N r_ r 1 -•) SWORN TO AND SUBSCRIBED before me this ,°/` day of , 19 , by , who is personally known to ma or who produced E.' /A ,7)-7i�, y..e_o IyL{ I ' as identification, and who take an �oaatt]h.. Signature of Notary: ���� !�' 7 . Printed Name: (affix seal) Return Recorded Document to: (Name and Address) .rms- ifs: um�rz- :hc'rk.v.%tn:%�M.4rw:�,t� +�y.�ca � paav ' ' .,,� IN A NOTARY SEAL 0 ` �. - 4A7 QA rONTIEL MY 4 QIYI&1 ON .EXP. 17 19.18 Florida. 97R21.0652 1997 MAY 13 10:22 ��r o: F f l,OR4nAo COl) of Ppo agQ� � � oa o Qruo.co do h U glQti vans Q*�r as -� 0A4 oo Mod in o "' ► °' - -- ° aa . rA er'd 0 0 (Soace above this line is reserved for recording office use.1 o w a e�-r rL V� -- 1 91 N. -E- q'5 gr- 1n WY-69 tilikeoo 264448 L`4 -x60 44x xl o 1O') loy x48' febcnkcert4 tksaL De +e T f 464-Pe Gnat - t ' / 1 So k X70 f 140 > o Doao ss . 23 5 (Ol4se63 . 5os 5 1 7 F(a 3--r3 e;-6 "1 2-`1 Please Call Us Before The Storm... THOMSEN INSTALLATIONS, INC. Aluminum Hurricane Shutters and Awnings Canvas Awnings • Carports • Replacement Windows &Doors':;:.:::: • 954 763 8510 Licensed & (' inured TODD THOMSEN' Bcoward CG v93 193 =AE•X OWNER CC ¢74- 7312 -AL -X Dad CC x94 -BS 00216 :1111:1111: m : : : : :mmmu :ammo :: : :: a ale :1 1111 11111 11111 11:=1111111111111111111 1 1111 1 a 111 111 11 11 1111:1:11111111111 ::1:1:11 amp imp mom ENEVE •••.e _ :111:1::1:1:: ::11111 1 11111 1 11111:11 1 all 1 1111 1 11111 =111 11 1 1 11111111111 1 1 1 1111111111111111111111111111111 1 :: 1111111111 1 1111 11111 1:::11:11: FLORIDA SCREEN ENTERPRISES 15201 NW 34TH AVENUE, OPA LOCKA, FLORIDA 33054 -2449 PHONE (305) 687 -0424, FAX (305) 687 -3008 SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM May 12, 1997 Building Official To Whom it may Concern; We are the Dade County Notice of Acceptance Holder for the 500 Series .060 Aluminum Storm Panel under 95- 0515.16 This letter authorizes Tropical Hurricane to use our 500 Series Aluminum Storm Panel under 95 -0515.16 to be used on the following job: Bert Riney 150 NE 95 St Miami Shores, Florida 33135 Sincere 9 John .i. Gusmano Sales Manager Aids jams my torn pry the aware/dm for me bonding permu wad shalt berme party oldie perrsk rloamears. 7 authorized atgnawwre wart bear Me tarred meat ojtke oompaay holding the Dade Co.myNotta ofAceeptanee. • MANUFACTURERS OF QUALITY SCREEN AND COMPONENTS Z METRO•DADE METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE 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 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE Approved: 07/20/95 -1- 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 Rodfiguez Product Control Supervisor 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. Director Building Code Compliance Dept. Metropolitan Dade County Florida Screen Enterprises ACCEPTANCE NO.: 95 - 0515.16 APPROVED : Jill 2 0 1995 EXPIRES : ' JUL 2 0 19 9 8 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. DESCRIPTION 1.1 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 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. 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 M. uel Perez, P.E. Plans Examiner 1I Product Control Division . Florida 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" x1/8" is used at top and bottom of shuttter to cover the opening under the panels, as shown on Sections A - A and 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- Mar�uc1 Perez, P.E. Plans Examiner 11 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-95 -434 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 ©n 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 Florida Screen Enterprises ACCEPTANCE NO.: 95- 0515.16 APPROVED : I JUL 2 0 1995 EXPIRES : JUL 2 0 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 7. TESTS PERFORMED TESTS: RESULTS: - 2b - G M el Perez, P.E. Plans Examiner 11 Product Control Division Florida Screen Enterprises ACCEPTANCE NO.: 95- 0515.16 APPROVED : I JUL 2 0 1995 EXPIRES : JUL 2 0 19 9 8 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. - 2c - I■Vatel Perez, P.E. Plans Examiner II Product Control Division Florida Screen Enterprises ACCEPTANCE NO.: 95- 0515.16 APPROVED : ' JUL 2 0 1995 EXPIRES : ' JUL 2 0 1998 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 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. - 3 - Mandel Perez, P.E. Plans Examiner II 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=2-1/2" 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 1 3.500 •� --.062 .062 2.225 2.000 .062 CEILING p-U HEADER 6063 -T5 .094 TYP -L . 2.000 -- -� .f31SEE._.A .094 2.500 .09 2.500 2.000 4.820 4 N w w 2 In z 0 V) z 0 L EA 1 1/1 24`TYP. ND CAP ANCHORS r -�I 4 MAX 1 • FOR FASTENER DETAILS SEE SECTION S ON SHEET 2 1/4" 0 ANCHORS 0 24" 0.C. 1.180 (3) 1 2.000 .PANEL. ALUMINUM .060 5052 -H32 DE END CAP BUILT -OUT CONDJTION 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 CONDITION SEE DETAIL A A B C TYPICAL ELEVATION PANELS CAN BE INSTALLED VERTICALLY OR HORIZONTALLY USING APPLICABLE ANCHORING DETAILS. 00 2.000 - .125 TYP 4.000 2 X 2 X 1/8' 2 X 4 X 1/8' ALUMINUM ANGLES 6063 -T5 •1 L 1 1 1 4 1 1 { r 1 L -4--. r •1 • -1— L 1 1 1 1 L L -T- 1 r Z 1✓ 11l C B A PRODUCT MARKING A LABEL SHALL BE AFFIXED AT BOTTOM OF ONE PANEL OF EACH OPENING WTTH THE FOLLOWING STATEMENT. FLORIDA SCREEN ENTERPRISES. MIAMI, FL ALUMINUM STORM PANEL "DADE COUNTY PRODUCT CONTROL APPROVED' DESIGN PRESSURE RATING + 53 PSF - 70 PSF ATTN. BLDG. OFFICIALS 00 NOT ACCEPT 11115 DRAWING W/0 FtORILUA SCREEN t:NTERPRISES RAISED CORPORA' I' SEAL 2.000 125 TYP 4.000 - ALUMINUM CHANNEL 6063 -T5 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 EDI110N_ 3. ALUMINUM ALLOYS: ALL EXTRUSIONS SHALL BE ALLOY 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 SItEL, 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 8. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE TO BE ENGINEERED SEPARATELY. DESIGN LOADS SHALL 8E CALCULATED AS PER REQUIREMENTS OF ASCE 7 - 88, BASED ON 110 MPH WIND VELOCITY_ ANCHORS: EMBEDMENT & EDGE DISTANCES SHOWN ARE BEYOND THE WALL do FLOOR COVERING (STUCCO, TILES, ETC.) ENGINEER: HUMAYOUN FAROOQ PE ; 16357 TYPICAL EDGE DISTANCE IN W000 - 1-1/4" NO REDUCTION FACTOR IS REQUIRED • iij `i? 1995 APPIOVLU AS COMPLYING WITH THE SOU1II FLORIDA BUILDING CODE DAEL it.A1. 11Y Ph,(iUUCE- C0N1R0l DIV!StO 11U111UNG CODE COMPLIANCE OFFICE ICCI PIANCI N0.?�? -(X / . S . I d2 z � CA 0 Ci CIE C n 0 1 6 CC) c 0 01 (1) W (n � W O_ W W W Q W LU F) CC U - (V) O O N J to W to r7 r) Q O (NJ O Y I CO O CO J ^ Q `f) CL (iluWing nrl 95 -18 1 1 0 1 5 ANCHOR TYPE A SPACi INCHES UPTO 45 PSF UPTO 70 PSF CONC.B 12 DCK 11 W000 CONC, BLOCK W000 - 12 7 - 8 12 10 - - - 12 - - 10/ ANCHOR SPACING INCHES WTI] I] 45 PSF UPTO 70 PSF CONC. BLOCK 11 _WOOD CONC, BLOCK 7 WOOD 12 9A 12 9 - 10 - - E - - 12 - - 10 ANCHOR E SPACING INCHES UPTD 45 PSF UP TO 70 PSF _CONC. BLOCK WOOD C. CONC BLOCK WOOD 12 9 3 9 4 - 999Q - - - - 11 E - - - 4 - - 3 ANCHOR TYPE SPACING INCHES UPTO 45 PSF UPTO 70 PSF CONC. BLOCK WOOD CONC 12 6 WOOD - 12 9 3 9 4 - 6 - - - - 11 - - 7 ANCHOR TYPE SPACING INCHES UP TD 45 PSF UPTO 70 PSF CONC. BLOCK WOOD CONC. BLOCK WOOD - 6 - 10 4 B y E PANEL SPAN UPTO SEPARATION FROM GLASS 99-1/2' 2 -7/8' 96 -3/4' 2 -3/4 50' 2' • 3/4" MIN • MIN. SEPARATION TYPICAL ALL INSTALLATIONS SEE TABLE BELOW - GLASS L WAIL MOUNTS 1/4 TYP MAX SPAN = 97 -1 /Y n 1/4' TYP SECTION A -A 1/4' -20 x 3/4' STUDS W/ WING NUT do WASHER 0 12' 0.C. 2 x 2 x 1/8' ALUM. ANGLE 6063 -T5 E T GENERAL NOTES AND EXTRUSION DETAILS SEE SHEET 1 OF 5. PANELS CONFlGURATIO 2 x 2 x 1 /8' ALUM. ANGLE 6063 -T5 3/4 MIN. TYPICAL TYPICAL ANCHORS ANCHOR ®- 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 -1/2" MIN. EMBEDMENT (s.G.- 0.47) NOTE ANCHORS, USE FULL EMBEDMENT IN CONCRETE I)FYI Ulr THE COVERING (STUCCO, T1LES, ETC.) INSIDE MOUNTS 4 MAX SPAN =99 -1/2" • - - Ed SECTION -B 1/4' -20 x 3/4' STUDS W/ WING NUT & WASHER 0 12' 0.C. ANCHORS SAME AS HEADER Etl - TYPICAL EDGE DISTANCE CONC. & BLOCK - 12d (12 ANCHOR DIAMETERS) W000 0 5d FOR LESSER EDGE DISTANCES SEE SHEET 1 OF 5. DIRECT MOUNTS MAX SPAN =96 -3/4 ' ENGINEER:, HUMAYOUN FAROOQ PE f 16557 JUN L 8 1995 1/4 TYP - SECTION C -C 1/4' -20 x 3/4 STUDS W/ WING NUT & WASHER 0 12' 0.C. 2 x 2 x 1/8' ALUM. ANGLE 6063 -T5 APPROVED AS COMPLYING WITH M SOUTH FLORIDA BUILDING CODE DATf Lit 191L pper dY $ RODUCT TROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 85 . 1(, JI U O in a- U Z r) O ') 0 O -J < o co in -o C I IL CD CO GL, w (1) N z a) 1 1O ; w Z N l.. wr-m ( W In O_W w Z Q W Z F- W W1 ., ) 0 • N Q Z � o o N) NJ n c O C O 1 U N b m U O O c 3 fi rf A 1 E. o it >w nq nn. 95 -18 I ,•. 1 2 n1 i W000 HEADER REQUIRED _. FASTENERS AS PER SCHEDULES W/ 1 -1/2" MIN. PENETRATION TO EXISTING HEADER MAX. SHUTTER HEIGHT - 8 FT. MAX. DESIGN LOAD - 70 PSF OTHER CONDm0NS SIMILAR FOR FASTENERS SEE SCHEDULES SCALE : 1 /4" d1" L 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 ■7: :1•■ ball: '1 a. : 2X 4X1 /8" ALUM 5 ANGL E r (2) # 14 S.M.S. O EACH RAFTER 2^ MIN. PENETRATION EXISTING WOOD TRUSSES 0 24" O.C. MIN. 2x4 MEMBERS MIN. S.G. = 0.51 r MIN. HEADER CONNECTION TO WOOD MI= MAX SHUTTER HEIGHT = 9 FT. MAX DESIGN LOAD m 70 PSF COUNTER TOP CONDfi7ON (PASS TNRU WINDOW) MAX SHUTTER HEIGHT v 6 FT. MAX DESIGN LOAD 60 PSF. 1/4 PLYWOOD C (STING SOFFIT // //////�//// - '1 SPOT WELD 1" LONG 0 12 0.C. STAGGERED -••--.500 1/4 " -20 x 3/4 STUDS W/ WING NUT & WASHER 0 12" O.C. 2 x 3 x ! 8" ALUM. ANGLE W/ 1 RU BOLT W/ WASHER & NUT 0 6" 0.C. EN gNEfr tTU 16587 6Y87N FAR000 PE APPROVED AS COMPLYING WITH THE ! 1 SOUTH FLORIDA BUILDING CODE DAIL Tu Lv 1995 BY I,(Ati PRODUCT 'CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICES ACCEPTANCE N095 -1 ' 1 ?. /6 JUN 2 8 1995 ( ) 0 F- 1n ( O q 0 a� b 0 0 ,C 0 r-. , U Cj w N- W z Z W r7 Cl- -o I v) O � W N W _ Z to co r) t w o W w Z ¢ Q w = d N LLI _J W r') ti a ? 21"-- Qz 0 CC O � < o A '(it OWIng n0. 9 -18 .I .I 3 u1 `, 1 1 I :,ILA,..ETIUFEliOlt;'!;::" 1:70: 2 EX"U°E° ALUNIP?L: 6"3-1b i in 11 alinle 1 111611111111111 Elk 111111111 ■ MEI ■ WOW. Iff.. M..._ 2 x 4 x 1/8' 2 x 6 x 1/8' HORIZONTAL TUBE ALIJMINUTA (6063 —T6) 1/C —20 x 3/4 STUDS W/ WING NUT & WASHER O 1r O.C. SPOT WELD 1" LONG 0 12' O.C. STAGGERED SPOT WELD 1 LONG 0 1 r o.c. STAGGERED 1/C —20 x 3/4" STUDS W/ WING NUT & WASHER O l r O.C. 2 x 2 x 1/8" ALUM. ANGLE 6063 —T5 FOR DIFFERENT CONDfTIONS SEE TYPICAL DETAILS AND SCHEDULES SHUTTER HEIGHT 1 0 2 I rf m r1 SHUTTER WIDTH rt1 2 X 2 X 1/4" ALUM ANGLE 6 LONG W/ 3/8" KWIK BOLT ANCHORS 3/8 DIA THRUU BOLTS W/ WASHER do NUT TYPICAL ELEVATION 3 -3/4' MIN HORIZONTAL TUBE CONNECTION TO WALL SCALE : 1/C —1" u m c m m 60 70 80 90 SHUTTER SPAN - INCHES m N m O to m MIEMINMEIREIMIMM ■UIMEM"".■■■■ ■■■■„""` EIMM■■""`M ,■■■ ■■■■ RBEM "■. ■■■■■■ MMEME■ 11 ININ INVER \E, \11■ imam l u m .. mow magnum - IMEMMORMI IMBOBERK IMMEMBORM ALUM. TUBE 2 ,. 6 . l/8 MAXIMUM PANEL LOADS vS. SPANS MAX. DEFLECTION • SPAN /188 OR 2" Ex TRUOE() ALUMINUM 6863 -16 100 60 70 80 90 100 110 120 SHUTTER SPAN - INCHES ENGINEER:, HUMAYOUN FAR000 PE j 18557 JUN 2 8 1995 U 130 140 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE onl r�.�L1 L� �Q 19Q5 PflHDUCT CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCLPIANCE NO.q - f)5's. 16 W O (// r) Cr a > M O 0 u Q O ^ _ °D C (15 C° I CL IT1 u N tf) - 0, I (' cV ,r) LL ) N W V Or w to CL D Z Z Q = 0_ d UJ d't j cV w r" w cc O co Q Z U c ° 0 O O • 1 Q lc O C Th c 0 0 Hc IG 0 kA 0 L 1 n ■Irnw nq no. ) 95 -18 •,11.•01 4 of a 2 X 2 X 1/8' ALUM ANGLE 0 EACH END ANGLES FASTENED WIN # 10 X 1-1/V S.M.S. 3/ BRACKET # 10 X 1-1/2 S.M.S. 4/ BRACKET SKYLIGHT COVER DETAIL. DESIGN PRESSURE RATING = + 100 PSF -.100 PSF 2' MIN SEPARATION REQD. FROM GLASS WOOD MEMBERS SKYLIGHT CURB SHOWN FOR REFERENCE ONLY B ROOF RAFTER 2 X 4 MIN. SOUTHERN YELLOW PINE OR EQUAL MAX SPAN -50' SECTION A -A WATER PROOFING NOT BY F.S.E — SKYUGHT HORIZONTAL CROSS SECTION SHOWN FOR ILLUSTRATION PURPOSES ONLY DOUBLE -PANE GLASS DETAILS SHOWN ON THIS SHEET CAN ONLY BE USED FOR SKYUGHTS BEARING DADE COUNTY APPROVAL. AND SWILL BE UNITED 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. —i SECTION B -B �M (CONT.) FOR END CAP 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 CONE. # 10 X 1 - 1/4' S.M.S. 3/ BRACKET 2 X 4 X 1/8' ALUM ANGLE 4' WIDE REQO. 0 20" 0.C. WATER PROOFING NOT BY F.S.E PLY BY OTHERS TOP VIEW 4' APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT BY PRODUCT ONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO9= J_/ I C. 16