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597 NE 93 St (6)PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 5'3 " 97 Job Address N qa Tax Folio 1(-32.-OC9 - CO( -) / 6 Legal Description 4.01- 2.3 51 ck S(o '" + Z-' Historically Designated: Owner/Lessee / Tenant g 6 CIA V l C+ Owner's Address 45q M.E • C Olt 4 ° 5 Al s:: � Address ,5 . /41,0444/tee >lco Contracting Co. Qualifier . V / 7G a 5 c s1- State # C-13, Municipal # Architect/Engineer 6U/ Bonding Company A . Mortgagor Square Ft. Competency # Address Address Address Phone Permit Type (circle one): Ull DIN LECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION 54R.1 £-- iqi,(A. (=CP' c446 - - Estimated Cost (value) 4S' 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. g n`T -. `: • 1 Not My . • . an .!o I. y ond4 Pf dent�� • pa co: .:SSION NU�ABE E R� Q CC3236 Ca' cORR1�ISSION EXP. F OF fr OCT. SQ.19. 7 owner and/or Con o President • ate OTARY SEAL S S N to mmissi APPROVED: Zoning Mechanical 97 FEES: PERMIT RADON Yes No V Master Permit # 3as: '?s7 -41g5a - SS# - Phone °(S Flo Ins. Co. Signature of Contractor or Owner - Builder S - 5D-a$ Z2 . (J ' ` Notary as to Contractor or Owner - Builder My Commission Expires: - — ���Y P(/ e)rr'�iL1� N �'ti'Cf;d�1 fl IAI� R;®C_._:o::: N' • iw. 0k rA p Date - _3 -97 NOTARY BOND Plumbing Engineering TOTAL DUE PERMIT NO. TAX FOLIO NO. // - D '/O`0 STATE OF FLORIDA: COUNTY OF DADE: 9782 1065 1 1997 MAY 13 10:2:: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes. the following information is provided in this Notice of Commencement 1. Legal description of property and street address: 4 f 23 - 2. Description of improvement ` Pep (4. ��. e.-- o 1 l,� ii �o e,o ( N �'�S - fi - po (� 0 -4 ( w,. k 1. S i ‘ t • 3. Owner(s) name and address: 100,0 ,Kve c._ C-(/t o`t 5 i B .5 1a 93 ra ST - rif t; - fie_ 331 3 r Interest in property: Ow Name and address of fee simple titleholder: _ c2.4 . tj ' 4. Contractors name and address: % - Hd $eli( (I474a4 s :1; . So S S c ' Lewed.,, LE. Z3 3 (CC, UNTY U� �`` E 5. Surety:(Payment bond re it by owner from contractor if an9 ATE OF FLQ�A• 00 , h y ° r da Q„ t . oily CEarlfY ►Mr 1W ( doY of Name and address: Amount of bond S B. Lenders name and address: / 7. Persons within the State of Florida designated by Owner upon whom notices or other docum may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: /Von. Z 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienors Notice as provided in Section 713.13(1)(b), Florida. Statutes. Name and address: /(f t711-g - 9. Expiration date of !*as Notice of Commencement (the expiration date is 1 year from the date of recording unless a different date is specified) Sgnawre or Owner Prtnt Owners N- Sworn to and subsc ibed b Notary Public Print Notary's Name My Commission Expires: W INE "S mr O V. RUM C • 5.21• f P ton� Co unf y Co** Prepared by:rctect '7 Acdress: ,lrie -/ rf • 5331 ' '3 SS/c. METRO -OAOE II PROIDUCY' CONTROL NOTICE OF ACCEPTANCE Vinyl Tech/Progressive Glass Technology 1070 Technology Drive Nokomis FL 34275 Acceptance No.:96- 0709.01 (Revises No.: 94- 0810.02) EApires:03/31 /98 Approved: 09 /05/96 1- METROPOLITAN 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 INTERNET: mdcc0l @shadow,net PRODUCT CONTROL SECTION (305) 375 -2902 FAX (305) 372 -6339 au ' o• guez Product Control Supervisor THIS IS THE COVERSI SEE ADDITIONAL PAGES FOR SPECIFIC AN* GENERAL CONDITIONS BUIILDING 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. FYI V V r Your application for Product Approval of Series 4100 Aluminum Single Hung Window 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. (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 Ix: 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 te<,ting will be incurred by the manufacturer. s G anger, Director Building Code Compliance Dept. it 1 Iika nntio rnllnCl( J Tech ro s� vve Maas '1'eshraoloav ACCEPTANCE No,: 96- 0709.01 APPROVED : SEP 0 5 1996 EXPIRES : NW 3 1 1999 NUTIICIF. OF ACCEPTANCE: SPEC11E1C cONIDI 1 qnS 1. DESCRIPTION OF UNIT 1.1 This approves an aluminum single hung window designed to comply with the South Florida Building Code, 1994 Edition for Dade County, for the locations where the pressure requirement, as detennined by ASCE 7 -88 "Minimum Design Loads for Buildings and Others Structures ", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 1.2 Ms Ldsil QesiEnajioat Series "4100" Aluminum Single Hung Window 1.3 Overall_ Size 4' 5" wide by 6' 2" high by 2 3/4" deep 1.4 Configiv+ration O/X 1.5 NFL S_+�eo Veftats• One vent measuring: 50 -5/8" wide x 37 -1/4" high 2. MATERIAL CHARACTERISTICS 2.1 Eramajand$ash LVent)1Mlaterial; Aluminum alloy 6063 -T5 and 6063 -T6. 2.2 Q laati!>�g 2.2.1 Old 1MlaQeo-tJ 1/8" ternpered Sentryg /as, composed of a laminated plastic film on the interior side. The film used is a DuPont's Sentry 457 which utilizes a 45 mil layer of PVB and a 7 mil layer of PET on the exposed side for a total composite thickness of 0.177 ". Minimum 1/2" bite required.. 2.2.2 Clazingliethod Exterior glazed using a gray adhesive bedding compound and rolled aluminum glazing bead. Glass bite is 1/2 ". 2.2.3 llDayligkQn niaag; One fixed light frame glazed at the top with a clear opening of 49 7/16" by 33 5/8" high (O/X). 2.3 £ish aenQLCs anatmiti to 2.3.1 Stiles: Consist of a vent stile of equal legs, .625" exterior face and 1.075" interior face by .937" deep and .062" wall thickness aluminum extrusion (Part # ), with 2 grooves for weatherstrips. 2.3.2 Rails: Bottom rail constist of a square shape with lift extension, a I.09 "outside face by a 1.782" inside face and .062" wall thickness aluminum extrusion with two screw splines. Top rail constist of a square shape with lift extension and notch to join with meeting rail, a 1.081 "outside face by a 1.707" inside face and .062" wall thickness aluminum extrusion with two screw splines. 2.3.3 Corner Construction: Butt joint. 2.4. rr9 a c ii trrt ct'on • • 2.4.1 Gilead: Consists of an unequal leg, 0.675" exterior face and 0.705" interior by 2.784" deep and .062" wall thickness aluminumn channel shaped extrusion. 2.4.2 Jambs: Consists of an unequal leg, 1.123" exterior and 1.023" interior face by 2.71" deep and .062" wail thickness aluminum extrusion with two screw splines. 2.4.3 Sill: Consists of an unequal leg, 0.655" exterior face and 2.33" nominal interior face by 2.784" deep and-.062" wall thickness aluminum extrusion. 2.4.4 Fixed Ibleeting Rail: Consists of a square shape with unequal leg extensions, 1.403" exterior face and 2,03" interior face by 1.187" deep and .067" wall thickness aluminum extrusion with two screw splines. 2.4.5 Corner Construction: Butt joint. J IL Man el Perez, P.E. Plans Product Control Division iner 11 ' kiesh, P i , v is ec�i_ n_, of o; �i 2.5 E ti ipptng; Quantity Description 2.5.1 Single Vinyl bulb with multi -flap 2.7.1 One ACCEPTANCE No.: 9&Q709.01 APPROVED EXPIRES 2.5.2 Single Single pile with integral plastic fin At vent jamb rails on the exterior and at 220 -250 vent meeting rail. 2.5.3 Single 0.830" by 0.25" by 0.210" high pile. At each end of fixed meeting rail. 2.6 )ilrwre: Quantity Description Location 2.6.1 Two Spiral balances One per frame jamb 2.6.2 One Metallic cam lock, locking into an One vent meeting rail, 9" from each extruded groove in fixed meeting rail. end. 2.7 Weepholes: Quantity Description Location Location At vent bottom rail. 1 1/8" weep notch. A 1/8" clearance At the sill screen retainer. between the frame sill and screen. 2.8 Mulnntins: None. 2.9 Reinforcement: None 2.11 Additional Description: 2" high overall interior sill flange used. S�Q 51995 ; 31 199 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in Section 10. 3.2 Units with dimensions equal to or smaller than those shown in Section 1.3 shall qualify under this approval. 3.3 For Design Pressure Rating see Section 7. Manu Perez, P.E. Plans Produc 'ontrol Division finer 11 yjnyassithowaskiirdmigehaggogy ACCEPTANCE No.: 96 -Q709 01 4. INSTALLATION: 4.1 a md Method Qf Att ch mt APPROVED 0 5 EXPIRES : rev 3 1 1998 NOTICE ® CEPTAI(C SPECI>�'IC _ONDEITt ®NS SILL : #10 x 1 1/4" FH SMS @ 6" from corners and remaining @ 20" o.c. max. HEADER: #10 x 1 1/4" FH SMS @ 6" from corners and remaining @ 20" o.c. max. J'AM3S : #10 x 1 1/4" FH SMS @ 6" from corners and remaining @ 15" o.c. max. 1996 Nutt. �1ea�se ee note # 11 Pages 4.2 Limit shim space to a maximum of 1/4 ". 4.3 Attachments of sub -bucks shall be designed by the Architect or Engineer of Records and must be in compliance with the South Florida Building Code. 4.4 Fs_steners must have their own Notice of Acceptance and must be made of stainless steel or have adequate protection against corrosion, per DEN 50018. Aluminum contacting metals not considered compatible shall be properly protected. 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 opening to receive window, mean roof height, length and width of building. 6.2 The Building Official shall ensure the adequacy of window to meet the pressure requirement of the opening in which it is to be installed. 6.3 This approval transferred from Notice of Acceptance No. 94- 0810.02 approved September 12, 1994. 6.4 Vote; The installation of this unit will not require a hurricane protective system. Manu� Perez, P.E. Plans Produc •ntrol Division iner 11 •VinyjJi;chllProgges ive Mass Technokg 7. TESTS PERFORMED UR (NFILTRATION @ 1.57 PSF FBI: PA 202 -94 (0.37 CFM/FT) JN IFORM STATIC PRESSURE FEC PA 202 -94 POSITIVE IN IFORM STATIC PRESSURE FI3C PA 202 -94 NEGATIVE W ATER RESISTANCE (PSF) no leakage S FBC PA 202 -94 L ARGE MISSILE IMPACT TEST FBC PA 201 -94 :YCLIC WIND PRESSURE TEST ;FBC PA 203 -94 ::YCLIC WIND PRESSUE TEST SFBC PA 203 -94 ign Pressure Rating (Negative) TEST ACCEPTANCE No.: 96- Q709.01 APPROVED EXPIRES RESULTS TEST LOADS 0.13 CFM/FT MTL -94 -212 +104.0 PSF MTL -94 -2I 2 -104.0 PSF MTL -94 -212 SEP 0 5 1996 rim 3 1 1998 DESIGN LOADS (3/16" annealed) (3/16" annealed) (4500 Cycles) +10.4 PSF MTL -94 -212 SATISFACTORY ATL -0725.01 -94 -70.0 PSF (4500 Cycles) ATL - 0725.01 -94 ORCED -ENTRY RESISTANCE (FER) SATISFACTORY AMA 1302.5 -76 MTL -94 -212 ign Pressure Rating (Positive) +69.33 PSF MTL -94 -212 -69.33 PSF MIL-94-212 +69.33 PSF MTL -94 -212 +70 PSF +70 PSF ATL- 0725,01 -94 ATL - 072 5.01 -94 -70.0 PSF ATL - 0725.0 1 -94 +69.33 PSF -69.33 PSF 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test reports on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 4) Forced Entry Resistance Test, per AAMA 1302.5 -76. prepared by Miami Testing Laboratory, Report No.MTL -94 -212 dated 4/29/94, signed and se . by Ernest Mitchell, P.E. 8.2 Drawing: 8.2.1 Manufacturer's die dwgs., sections and assembly dwg. Sheets 27 of 27. 8.3 Calculations: Manue, Perez, P.E. Plans Et Product ontrol Division .Vi 9. COMPARATIVE ANALYSIS: None. 10. TYPICAL ELEVATION AND CROSS - SECTIONS: ACCEPTANCE No.: 96-0709._ a_ . APPROVED EXPIRES L®IIC:E ()FE „ACC 'P A C EC[PQC C® IMT�_QNS . SEP 0 5 1996 3 1 1998 Manuel Perez, P.E. Plans E iner 11 Product ontrol Division S`ipyLC- lrarvami a Cac 'Cash oki END OF THIS ACCEPTANCE ACCEPTANCE No.: 96 -07029 SEP 0 5 1996 fail 3I1998 APPROVED EXPIRES 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years, 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted , is no longer practicing the engineering profession. 4. Any revision or change in the materials, use. and/or manufacture of the product or process shall automatically be causc for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process: b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Dade County, Florida. and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not be resealed by the engineer. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages 1, 2, 2(a) through 2(d) and this last page 3. �� _A��q� - - g �1L and doors Dims 10. 11 8e t � IiiRt¢ b�0�av nl a 1�� 3�.JT� —�-- 10. Unless specifically indicated in the Acceptance (approval), this unit is approved as a single unit installation. For multiple installation of this unit, a separate Acceptance for mullions is required from the Product Control Section. 11. The spacing of fasteners at window sills shall be as indicated in Section 4 of this Notice of Acceptance. The spacing of fasteners in all other parts of the frame, shall be as indicated in Section 4 of this Notice of Acceptance. but in no case shall exceed 24" on center. The first fastener shall be located at a maximum of 6" from each corner and mullion or stile. Fastener shall fully penetrate the buck, which shall be the same size as the one tested with the unit. No wood or plastic shields or pins shall be used for anchoring. 12. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter 36 he South Florida Building Code. Manue Perez, P.E. Plans Ex.' r 1l Product Control Division PRODUCT CONTROL NO'V'ICE OF ACCEPTANCE Vinyl Tech/Progressive Glass Technology 155 Center Court Ven ice Your application for Product Approval of: PG7'Abrasion= Time Mullions fort Whvddws 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. M95-02, Sheets 1 thru 3 of 3. (For listing, see Section 8 of this Notice ofAcceptance) 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 rig ;ht to revoke this approval, if it is determined by the Building Code Compliance Office that this produ,_t or material fails to meet the requirements of the South Florida Building Code, The expense of such t :sting will be incurred by the manufacturer. Acceptance No.:95- 0515.03 Expires:12 /28/98 Approved: 12128/95 FL 34292 METROPOLITAN DADE COUNTY. FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE QFP cE SUITE 1803 METRO.OADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI. FLORIDA 23130.1583 (305) Irs-assn FAX (305) 2908 PRODUCT CONTROL SECTION (303) 3752802 FAX (305) 372.6339 au o• guez 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. Director Building Code Compliance Dept. Metropolitan Dade County EMEttaliztakaalgelbaujiga ACCEPTANCE No.: ____21421114)3_ APPROVED ; DEC 2 8 1995 EXPIRES : DEC 2 8 19 9 8 1101 CE ®1:ACCE', ._ C>«RCONDITIONS 1. DESCRIPTION OF UNIT 1.1 This approves a structural mullion system for the windows specified below, designed to comply with the South Florida Building Code, 1994 Edition for Dade County, for the locations where the pressure requirement, as determine by ASCE 7 -88 "Minimum Design Loads for Buildings and Others Structures ", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3, 1.2 Model Desig aigg PGT Aluminum Tube Mullions. To be used to support only Windows and Doors with a current Notice of Acceptance. 2. MATERIAL CHARACTERISTICS 2.1 The structural mullion consists of an extruded aluminum rectangular tube of 1 /8" wall thickness. Tube dimensions are: l" x 2" and 1" x 4 ". Material is aluminum alloy 6063 -T5. The properties of the head, jamb or sill members are not added to the properties of the mullion. 2.2 Tested specimen: 2.2.1 A top -and -bottom and side -by -side configuration, consisting of one 111" wide x 37" Fixed Glass Picture Window unit over three 37" wide x 76" high Fixed Glass Picture Window units mulled together using 1" x 2" alum. tube mullions with and without steel reinforcement. Overall dimensions: 9' 3-1/4" wide x 9' 5-1/4" long overall. (FTL -1161) 2.2.2 A top - and - bottom and side -by -side configuration, consisting of one 111" wide x 37" Fixed Glass Picture Window unit over three 37" wide x 50 -5/8" high Fixed Glass Picture Window units mulled together using a I" x 4" horizontal and 1" x 2" verticals alurn. tube mullions, with and without steel reinforcement. Overall dimensions: 9' 3 -1/4" wide x 7' 3-3/4" long overall. (FTL -1 164) 3. LIMITATIONS 3.1 This approval applies to structural mullions to be installed vertically or horizontally, as shown in Section 10. 3.2 Mullions are to be used only to support Windows and Doors, with a current Notice of Acceptance. 3.3 The maximum mullion span (length) shall be: 60" max. for Type B (1" x 2 ") mullion. 95 3/4" max. for Type D (1" x 4 ") mullion. 3.4 For Design Pressure Rating vs. Mullion length, see "Mullion Load Charts" for each mullion size Type B (1" x 2 ") mullion and Type D (1" x 4 ") mullion on Sheet I of 3, Drawing No. M95 -02, bearing the Dade County Product Control approval stamp. 3.5 ;=or anchoring condition, see "Anchor Load Chan" for each anchor type (A, B or C) on Sheet 3 of 3, Drawing No. M95 -02, bearing the Dade County Product Control approval stamp. Manuel Perez, P.E. Plans Examiner 11 Product Control Division le,aeyice Glass Teekrnology -2a- ACCEPTANCE No.: 95- Q515.03_ APPROVED : DEC 2 8 1995 EXPIRES :. DEC 2 8 i D 9 8 3.6 Both mullion (size and span), as well as anchor (type) selected design pressure rating, per load charts, must meet or exceed the pressure requirement for the opening in which it is to be installed. 3.7 Window sizes and design pressures are to be limited to those appearing on Charts referenced above and listed in their individual Notices of Acceptance. 4. INSTALLATION: .4.1 Yertiezl mgr "AgwlicnttOnt. 4.1.1 _ .I e Anchor (Used on Mullion to Existing Structure Installations) r _ , One 2" x 2" x 1/8" x 2 5/8" long x 1 -3/4" wide (for 1" x 2" tube) or 3 -3/4" wide (for 1" x 4" tube) aluminum T -shape clip angles (one on each interior side of the tube) secured at each end of the mullion (totaling 2 clip angles) with U legs, using four #10 FHSMS, two on each side for 1" x 2" tube, OR using five #10 FHSMS, three one side and two the other side for 1" x 4" tube; and the flat leg anchored to a 2x wood buck using two #10 FHSMS (for 1" x 2" tube), three #10 FHSMS (for 1" x 4" tube) x 1 I/2" min. embed and spaced 2" apart minimum; or with two (for 1" x 2" tube), three (for 1" x 4" tube), 3/16" x 1 3/4" Tapcon directly into masonry with a minimum embedment of 1 I/2 ", as shown on Section "Anchor Type "A ", Drawing No. M95 -02, Sheet 3 of 3, bearing the Dade County Product Control approval stamp. 4.1.2 "[ra e Anchor (Used on Mullion to Mullion Installations) One 2" x 5/8" x 2" x 1/8" x 1 -3/4" long (for 1" x 2" tube) or 3 -3/4" long (for 1" x 4" tube) aluminum U- shape clip angles (one on each interior side of the tube) secured at each end of the mullion (totaling 2 clip angles) with U legs, using four #10 x 3/4" FHSMS, two on each side for I" x 2" tube, OR using five #10 x 3/4" FHSMS, three one side and two the other side for 1" x 4" tube; and the back anchored to an aluminum cross member using two #10 x 3/4" FHSMS (for 1" x 2" tube), OR three #10 x 3/4" FHSMS (for 1" x 4" tube), as shown on Section "Anchor Type "B ", Drawing No. M95 -02, Sheet 3 of 3, bearing the Dade County Product Control approval stamp. 4.2 For anchoring requirements of each window installation, please see Section 4 of each window's individual Notice of Acceptance. 4..3 Attachments of sub -bucks shall be designed by the Architect of Engineer of Records and must be in compliance with the South Florida Building Code. 4.4 Fasteners must have their own Notice of Acceptance and must be made of stainless steel or have adequate protection against corrosion, per DIN 50018. Aluminum contacting metals not considered compatible shall be properly protected. 5. IDENTIFICATION 5.1. Each mullion shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ". anuel Perez, P.E. Plans Examiner 11 Product Control Division 2rovrcppa g C__ paw T�h�elgev •2b- ACCEPTANCE No.: 95 -05 15.03 APPROVED EXPIRES . DEC 2 8 1995 : OK 2 8 1998 6. USE 6.1 Application for building permit shall be accompanied by two copies of the following: 6.1.1 This Notice of Acceptance, with mullion and anchor options indicated. 6.1.2 The Notice of Acceptance of each window or door attached to mullion. 6.1.3 Completely dimensioned drawing showing size and location, including height above grade of openings to receive mullion & windows or doors, mean roof height, length and width of building. 6.1.4 Manufacturer's installation instructions. 6.1 A copy of this approval as well as the manufacturer's installation instructions shall be provided to the permit applicant by the manufacturer or his distributors and shall be available for inspections at the jobsite at all time. 6.:3 The Building Official shall ensure the adequacy of mullion and windows to meet the pressure requirement of the opening in which it is to be installed. 6.4 Note:. This mullion can be installed as part of an impact resistant unit. anuel Perez, P.E. Plans Examiner H Product Control Division TEST r TEST LOADS DESIGN LOADS INIFORM STATIC PRESSURE AT DESIGN LOADS .PBC PA 202 -94 POSrrrvE (VERTICAL MULLION) +50.0 PSF FTL -1161 t +50.0 PSF FTL -t 161 INIFORM STATIC PRESSURE AT DESIGN LOADS FBC PA 202 -94 NEGATIVE (VERTICAL MULLION) -50.0 PSF 1 FTL -I 161 -50.0 PSF FTL•I 161 INIFORM STATIC PRESSURE AT DESIGN LOADS .FRC PA 202.94 POSITIVE (HORIZONTAL MULLION) +30.0 PSF f FTL -I 161 t +30.0 PSF FTL -I 161 4NIFORM STATIC PRESSURE AT DESIGN LOADS • FBC PA 202.94 NEGATIVE (HORIZONTAL MULLION) 1 -30.0 PSF FTL -I 161 -30.0 PSF I FTL -t 161 ARGE MISSILE IMPACT TEST r + FRC PA 201.94 (70" SPAN) SATISFACTORY FTL -1161 1 YCLIC WIND PRESSURE TEST FBC PA 203.94 (70' SPAN) POSITIVE (4500 cydcs) +60.0 PSF j FTL -1161 +60.0 PSF FTL -I 161 YCLIC WEND PRESSURE TEST ESC PA 203 -94 (70" SPAN) NEGATIVE (4500 cycles) -60.o PSF FTL-I 161 I -60.0 PSF FTL - 1161 NIFORM STATIC PRESSURE AT DESIGN LOADS • FBC PA 202 -94 POSITIVE (VERTICAL MULLION) +60.0 PSF FTL -I 164 +60.0 PSF FTL -1164 NIFORM STATIC PRESSURE AT DESIGN LOADS ! 11BC PA 202 -94 NEGATIVE (VERTICAL MULLION) -60.0 PSF j - -1164 ( , -60.0 PSF FTL -1164 NIFORM STATIC PRESSURE AT DESIGN LOADS • rBC PA 202.94 POSITIVE (HORIZONTAL MULLION) +50.0 PSF FTL -1164 +50.0 PSF FTL• 1164 NIFORM STATIC PRESSURE AT DESIGN LOADS ' +I ?BC PA 202 -94 NEGATIVE (HORIZONTAL MULLION) -50.0 PSF FTL -I 164 ) -50.0 PSF FTL -t 164 LARGE MISSILE IMPACT TEST e.1;0C PA 201 -94 (70" SPAN) ! SATISFACTORY f FTL•I 164 YCLIC WIND PRESSURE TEST ;• FBC PA 203 -94 (70" SPAN) POSITIVE (4500 cycles) i +60.0 PSF FI`L-1164 +60.0 PSF FTL -1164 'YCLIC WEND PRESSURE TEST t . I'SC PA 203 -94 (70° SPAN) NEGATIVE (4500 cycles) -60.0 PSF r FTL-1164 -60.0 PSF FTL -I 164 This is a verification test only. For Design Pressure Rating vg- Mullion length, see " Mullion Load Charts" on Sheet l of 3 and for Design Pressure Rating vs. Anchor type, see "Anchor Load Charts" on Sheet 3 of 3, of Drawing No- M95-02, bearing the Dade County Product Control approval stamp 7. TESTS PERFORMED RESULTS 2c ACCEPTANCE No.: 4 APPROVED EXPIRES NQTICE OF ACCEPTANCE: SPECIFIC CONDITIQ S - DEC 28 1995 DEC 281998 anuel Perez, P.E. Plans Examiner II Product Control Division gtro slue Glaa Teehnologv - ACCEPTANCE No.: E54515.03 APPROVED : OEC 2 8 1995 EXPIRES :. DEC 2 8 1998 N.TICE QF ACC PTANCE- SP - .IFIC -OaJMT O1i 8 EVIDENCE SUBMITTED 8 Tests: 8.1.1 Test reports on 1) Uniform Static Air Pressure Test, Loading per PA 202 -94 2) Large Missile Impact Test, per PA 201 -94 3) Cyclic Wind Pressure Test, per PA 203 -94 along with installation diagram of a top - and - bottom and side -by -side configuration, consisting of one 111" wide x 37" Fixed Glass Picture Window unit over three 37" wide x 76" high Fixed Glass Picture Window units mulled together using 1" x 2" alum. tube mullions with and without steel reinforcement, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 1 161, dated April 17, 1995, signed and sealed by Yamil Gerardo Kuri, P.E. 8.1.2 Test reports on 1) Uniform Static Air Pressure Test, Loading per PA 202 -94 2) Large Missile Impact Test, per PA 201 -94 3) Cyclic Wind Pressure Test, per PA 203 -94 along with installation diagram of a top -and- bottom and side -by -side configuration, consisting of one 111" wide x 37" Fixed Glass Picture Window unit over three 37" wide x 50 -5 /8" high Fixed Glass Picture Window units mulled together using a 1" x 4" horizontal and 1" x 2" verticals alum. tube mullions, with and without steel reinforcement, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -1164, dated April 25, 1995, signed and sealed by Yamil Gerardo Kuri, P.E. 8.2 Drawing: 8.2.1 Drawing No. M95 -02 PGT, "Mullion Details " Sheet 1 thru 3 of 3, prepared by PGT, dated 12/8/95, signed and sealed by Farrokh Rasekhi, P.E. 8.2.2 Manufacturer's die drawings and sections. 8.3 Calculations: 8.3.1 Structural mullion and anchorage calculations prepared by Farrokh Rasekhi, P.E. Structural Design, Inc., dated 11/12/95, signed and sealed by Farrokh Rasekhi, P.E. 9. COMPARATIVE ANALYSIS: See "Mullion Load Charts" on Drawing No. M95 -02, Sheet 1 of 3, and "Anchor Load Charts" on Drawing No. M95 -02, Sheet 3 of 3, both bearing the Dade County Product Control approval stamp. 10. TYPICAL MULLION SYSTEM CROSS SECTIONS: See Drawing No. M95 -02, Sheet 1 of 3 and for anchoring details, see Drawing No. M95 -02, Sheet 3 of 3, both bearing the Dade County Product Control approval stamp. - 2d - anuel Perez, P.E. Plans Examiner 1I Product Control Division J' ACCEPTANCE Pio.: APPROVED EXPIRES NOWT 9ELcILEETANCE STAf4DARD COl atnaRNS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) lithe Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted , is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance; a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Dade County, Florida. and followed by the expiration date may be displayed in advertising literature. if any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents. where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not be resealed by the engineer. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages 1, 2, 2(a) through 2(d) and this last page 3. t: irf. ,1 i ►, ' ''.. 1 ► F. l . A(.: Ali S_ _ _ k yA I ‘A` __I k 1 0. Unless specifically indicated in the Acceptance (approval), this unit is approved as a single unit installation. For multiple installation of this unit, a separate Acceptance for mullions is required from the Product Control Section. 11. The spacing of fasteners at window sills shall be as tested. The spacing of fasteners in all other parts of the frame, shall be as tested, but in no case shall exceed 24" on center. The first fastener shall be located at a maximum of 6" from each corner and mullion or stile. Fastener shall fully penetrate the buck, which shall be the same size as the one tested with the unit. No wood or plastic shields or pins shall be used for anchoring. See section four (4) of this approval for sizes of fasteners used in testing. 12. Hardware for all windows and doors shall confonn to Security and Forced Entry Prevention, hapt 36 of the South Florida Building Code. END OF TFIIS ACCEPTANCE - 3 - : DEC 2 8 1995 DEC 28 1998 Manuel Perez, P.E. 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Vie% ■111111na - P lanm......aa I ..i. ■■.■.. a= ...t... ■....C. ■ .. 1 - - ■la.1....... ■■..r■..'.` ...■.M.■..■■IM. OMIN a Inumammigummomm I aa .. EEMO. ■..■■.■.■..rr . ■ ... ■ .. ■.... ■ ...... P sura: 1 .r............■■... ....■. ■......t. ■. a E n 1111:111111111111111 MMIMMa I MMOMMar n i.. ■ OMM .■........� .■ ■E.i■MMOM.. ■. r R,« ; t�a..toaa..■ i I P ■ P 1 x .,) 1 RIM Rf f MTN =a _w bf 1 W 411 an. A -R NEN fRR A 1t1 NOTES: ANCHORS TYPE. A' W. or - C" (2) WINDOWS MULLED TOGETHER /3D PH SAdS WAX_ 5" FROM CORNERS AND 4 WAX. 24" O.C. SFr NOTE 1g- 16393 1. (3) PER JAAMB UP TO 38 5/8. (4) PER sgNB OVER 38 3/8 UP TO 64 (5) PER .M#18 OVER 84' UP l0 96" (6) PER 4.4MS OVER 96" TYP_ 193E4 15393 A.T.W. TYP. INILL10N 1219 ANCHORS.' TYPE. A' "8" OR "C- 1639J 19454 1639 (w/2) (1) WINDOW MULLED W /ONE ABOVE Q4384 GLAZING PRODUCT TYP. MUULON GLAZING PRODUCT 12 19 ANNCF*ORS FYPE 'd OR C` E-0 fN SMS NAM. 6 FROM CORNERS AND A WAY. 24" D C SEE NOTE ea. CLIZING PRODUCT t , / TYP. WiLI TON CIAZfNC PRODUCT GtAZTNC PRODUCT IV? 1r2 HZ (W /Z) (2) WINDOWS MULLCD W /ON£ ABOVE H2 ji 1M}UJ.1014 ARRANGEMENTS CAN 8£ AS SHOWN OR ANY COMBINATION OF THE ABOVE ANCHORS' TYPE - 4 - 8 - OR C. St /1 0228 La !ii / Farmer Nisei* P.E. 1 2 3 2 0 1 1 1 / 4 + R. 331SE 1 IYP. MULUON CLL761� PRODi1L7 l TYP. MULLION ciAZJNTG PRODUCT GLAZD G PRODUCT GLAZING PRODUCT W f paaa2 HZ (111/2) (3) WINDOWS W(JLLf Q W/ONE ABOY " p f 0 n1 £MS MAX. 6' • FROb1 CORNERS AND A 4841. 24" 0. C. SEE NOTE /f_ 89454 19354 1110228 /8342 H2 /9454 /8)42 F. C ` u rA lam III AIFlIWl1 ax8 a? tAXI? UM 10K 10 (11 SUS MAX. 6" CORNEAS AND A MAY 24 O. C. SEE NOTE Q1_ OWC. 1195 - HtRIION CC1tMTGUR4f1ONS SfEIT 1 of .1 17/1,/95 TYPICAL HEAD AND SILL ANCHORS FOR MULLED WINDOWS WITH MULLION CLIPS FOR SrmrS• ennn cu .c 2Cc irrc, ovuu F7X£D GLASS, AND 700 CASEMENT !JOU CUP (SEE MOTE /f TYPICAL MULLION TO MULLION INSTALLATION TYPE A". r'. C. MUL LAO* OR ' t4 COWGEHSt f ( FOR Oro no. (SE NOTE /2 10? OTY) NOTES !. CUT FLANGES OFF OF a1ULL CIJP ID FORM A J -CTW0 5t ANO WSTALL .4S S140W7. 2. (2) S.M' S . ARE HEEDED FOR EACIY SIX fro Y 1fi111I6W SPACE SH.S AS Nor ro OYTE7LFERE Nom EACH Or7ir4 014 OPPOSITE SIDES OF /MAJOR SPAc2NC LS SHO101 FOR 4 " NIk LK1H. S. ALL FASID4ERS AXCH0f7# C MULL CLIPS TO OPERSYIC, LW 3/76' LAPCOX x 1 I//2' PlIkTRARC060 WTO CONC OR BL0C1( STRUCTURE Al L FASTENERS MIST BE DAD£ COUNTY APPROMD. fro F14. &M S (J) FOR 4" ,YUUION (2) IDR 2" AIL!lLILVO stE NOTE 12 F*i IAs Savas 122.2v SW t22 61t rok. a MISS P. G.T. 14111110N Iw2 OR !t4 1 r WOOD BUCK REMOVED TO CONC 5r TYPII`A l rr 1 rn Al Tn cror ^� o� WOOD BUCK TO CONC. TYPE . B °. BUCK MOOTS: I . (2) S.li.S ARE REMO FOR EACH ST0C or 2" mutt/0T4 SPACE S.M.S. AS NOT TO 7 WOW EACH OTTER ON OPPOSITE SIDES OF MULLION. SPACING fS SN0b571 FOR 4" WUllJON. NOTE- I. (2) S.W.S. ARE NEEDED FOR E.401 SASE IN 2" Muu oho SPACE S.M.S. AS NOT TO iNTERFQRE WITH OiCH O1NER ON OPPOSITE SJOES OF MutUON. SPADNG fS SHOW TOR 4" WkLJON. J) ONE SIDE 2 ON OPPOSITE 10 Fit SASS. s0 as nor TO MN EACH 09418.) SEE NOTE p. ROM .34 FOR 7:2 2. ALL FASTENERS ANEHORMIC Mkt CUPS TO 0PSJ@FC, &N.. J /IS IAPcON , 1 V2 PE14ETRAPGZ4 l4TO COWL BR BLOCK STRUCTURE. ALL FASSDEERS MUST 8E 0.4.DE Cc4mlY APPROVED TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC. TYPE ° C ". I 3 FOR 141 o 11 1 10 P H. S.LL S. 3 ) ONE SSE 2) ON OPPOSRE g S NOT TO MIR F4c4 OTHER.) SEE NOTE ®r. 2 i /B' WIN MILLS .3 2 All FASTENERS » CHORit10 44EA1 CUPS TO OPEINNC, _ £&4. --J1l16" GPCCW x 1 1 PF70£?RA RIM C04 . BLOCK STRUCTURE. ALL FASTENERS MUST BE NMOE COUNTY APPROVER. FOR 4.4 W000 BUCK pro F.H. S.1A S. (3) FAR a- Mk44ON (2) FOR 2 - NORWAY SEE NOTE /2. ATFpOeV Al C lieltrM0 7AR11 7755 sLutH MOM/ COM Doll @UMCINO CCM OGBAYF6i ORICI AOUIIARt1 a494 -1615 A � /10 F.N. S.M.5 (3) FOR 4 • MULLION (2) FOR 2' 44LHIIDH SEE NOT /2. ONR:./ 4495 -02 UULLiON ANC1fOROW COM1a'TSAYS SHIM( 3 of J 12/1 I/95 /1-4.66 5 ? 11/4),0 .305 —75 ' 5 ee GC /J v V►.t �nr F�cQ a��E Sk C�l �c. � � fir` 1 T�P� t^1A t vt r vtC�l L C,. (4° 0 S 1-0 13e• CoutzU E z X R Oc c/ C 10 « z7- rr .vl- l tv ^?SS /O - 1 q2 2_5 C L : d -4 - bt1 icrf LoLAs c 501+ -1: Cffcl S 9a� - �• .tis� -7�� -psi WINDOW OPENING DESIGN PRESSURES J Opening No. Size (by) Sq. Hg. ( 'Zone GCp (+) GCp ( -) N1n� im u Design Pr + 11i > x x u n r D sign - ��- gz;42 41.3 5 x1.-25 -1.70 { 41,o9 - 53.35 ,C 16S 71, a 5 -0 2 0 -1 .55 f- ;a _ (,1 - 4 c2 . 2 5 3 69x 58% z8. 4 /.3D - 1 . 40 } 42. 4 1 45,14 IMII11/")ezi" (n! 4 1 - /.s' 4 , 15.('1 91.85 i • rr� r Job Address Information Soucc: Wind Velocity: Importance Factor: Exposure Category: Mean Height: Velocity Pressure: Design Wind Pressure: DollaJd W o Shacke/ford PE CONSULTING ENGINEER 10705 S. W. 216th Street, Sufic D -202, Miami. Fl. 33170 Telephone (305) 253 -7042 WIND LOAD CALCULATION Company/ Owner . I 591 N 3 rt-c ASCE 7 -88 110 mph "1 "==1.05 'C" K1 =b Bo 15 r -T Dnlc 5-_ G 2 cl 0,00256 Ki ( 1 V ) = K :(34.2)= 27.?) (v p s r p = q ( GCp - GC WHERE GCM = +1- 0.25 5/ W Shackelioril P.E. CONSULTING ENGINEER 10705 S. W. 2161h Street, Suite D -202, Miami. Fl. 33170 Telephone (305) 253 -7042 x aN el N 11 • a PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date ' ' Job Address .6 i 93 Poe 5T Tax Folio L l -32- -° 10- -1 a' Legal Description 23 gi °c-k "`x 2 Historically Designated: Yes No V 4 t ie Owner/Lessee / Tenant d " ,5-1—e1.t Cis Owner's Address $ "r - JU PJQ S Phone Contracting Co. b►o k , cv ^- .. J '-Q t G • ` 5 . � — Address ��.5 � �- !� �� 6 qca:N 7 PC= Qualifier -r R c 4,et SS# ? -' 3'Phone - - SS /� State #G'" S O 9 Architect/Engineer w,4_ - i1/4)7A- Bonding Company Square Ft. g6° My Commiss Municipal # Mortgagor Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION . b-� 5"�� �� � �- es 4 - 9o Si of owner and/or Condo President ` Date fEC E CC32382 v,„ .G r 6. MY CONIIIM ,slnrf EXP. OF F■ OCT. 30 1997 • ' • / � ,1l as o 6 NOTARY S Competency # Address Address Address Master Permit # Ins. Co. Estimated Cost (value) 40 3 c WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RIESULT 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 Contractor or Owner - Builder Date Notary as to Contractor or Owner - Builder Date v ��. u� {`��`d L1RC/ ���:ql� 1 la �, �n : i . l ill I G IV IrCIVICIV 1 PERMIT NO. TAX FOLIO NO. // - 32°C° -(311 _ I O STATE OF FLORIDA: COUNTY OF DADE: 9782 1065 1 1997 MAY i3 10:22 THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street address: 4 f 23 - /ate &$. Ste Z 1,, ��� s c i - Z i14 2. Description of improvement: Rep (a. mow. euc{ o -C W & tzl q662,0 3. Owner(s) name and address: IPPig 'vec._ C6ee 5q 1V .,.e s-z - - 000 5- - f l _ 331 3 V Interest in property: Ow Name and address of fee simple titleholder: 5. Surety:(Payment bond require Name and address: Amount of bond S ry 6. Lenders name and address: //// 4. Contractors name and address: % _He 1 r ‘1474.C. 1'1 ' — I' Ca de t �3 "ip Z(o by owner from contractor, if anifi ATE OF FLQWDA' t UM o.�Q t Go o C�t�tPV DbtT oC"� 'r , W iNiEsS raY b ! it and County ecd 7. Persons within the State of Florida designated by Owner upon whom notices or other docum by Section 713.13(1)(a)7., Florida Statutes, Name and address: /Y c✓t- e 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)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement (the expiration date is 1 year from the date of recording unless a different date is specified) Print Owners N Sworn to and subscribed b Notary Public Print Notary's Name My Commission Expires: of 4bo do may be served as provided Prepared by:That art- owe-"• fi c.� �..s� .L sip 14 4 Ge. Acdress: 5 ° $ L1t , -. lamr. 333(4 4 -26-BS' a ) 7 S - 5 2 I 1 _0 1 r ---, ►�xz� ) a k0 1 8 1op< fit, -5. 1 o 1 Lie - )51. meta. • 2_15 -sib 5 _ _ a 9 • „8,g S .! i- 1 r „ � „ o- C \k CF5 4 8 fgx 5Z1 1 r"11` �+ 4 rA b • 21b5 " .. •.'M1 -* -, 4 ' ' -'► ¶%q 1,. r'-,Q rslzG :e :aa : Lew7! m! :.aa :alas: s 1 11111 : : s 1 1111111111111111111 s s :: ::_ :1 ••• 1 111111 1 11111111111111 11:1111111 111111111 1111:1::1111:1:: 1:::111 : :111 1 1•• 11aaa1:1111111111111 1:111:111111111 1 11111111 •.u...11111111 1 111111.... 1111111111 ::: 1111 1:: 1:111::11 1 1:11:111111111 111 :1 1:::1::111 1 .... : 111111 a••••111aaa1aa :. 1:111 1:::1 mmo 11::11::1 1 1 111111•••.••11111 111111111111 1 111111 UM 1 :s 1111111111 :1111 a 11111••1 111111111:1::11:1 1 1111111111 1 1 11 1111111111 111111111....... 11 11 1x1::1 :1:1:11 :11 ::::a :• sass::::::::::: 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: Steve Christie 597 NE 93 St Miami Shores, Florida 33135 Sincerely, Jo J. Gusmano Sales Manager Ms farm mat accompany the oppltacaloe far the beadles permit a d eta became parry of the peradt doeactems. rfiz aaitt o, zed signature mot bear Ma raised seal of the coe+pmy holding the Dade Coanty Alariee of Acceptance. MANUFACTURERS OF QUALITY SCREEN AND COMPONENTS METRODADE 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- METROPOLITAN 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 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. s anger, Director Building Code Compliance Dept. Metropolitan Dade County • Florida Screen Enterprises ACCEPTANCE NO.: 95 0515.16 APPROVED : ' JUL 2 0 199 EXPIRES : ' JUL 2 0 1998 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 11 Product Control Division Florida Screen Enterprises ACCEPTANCE NO.: 95- 0515,16 APPROVED : JUL 2 0 1985 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 -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. I 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 HET[- 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 • Florida 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; RESULTS: - 2b - M el Perez, P.E. Plans Examiner II Product Control Division . Florida Screen Enterprises ACCEPTANCE NO.: 95 0515.16 APPROVED : 1 JUL 2 0 1995 EXPIRES : JUL 2 0 1998 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 Al- Farooq Corp., signed and sealed by Humayoun Farooq, P.E. -2c- M Plans Examiner II Product Control Division • Florida Screen Enterprises ACCEPTANCE NO.: 95 0515.16 APPROVED . 'J111. 2 0 1995 EXPIRES : ' JUL 2 0 19 9 8 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 - Man uel Perez, P.E. Plans Examiner II Product Control Division FASTENER SPACING IN MASONRY 1 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 /T 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 T EDGE DIST. SPACING = 12 X .71 = 8.5 O.C. .094 3.500 - .062 2.225 2.000 CEILING MOUNT HEADER 6063 -T5 2.230 .094 Ti? 0 2.000 .062 6063 -T5 .062 2.000 -- —� DA5_ E— ANCL, .094 2.500 x- .094 2.500 2.000 4.820 - (3) FOR FASTENER DETAILS SEE SECTIONS ON SHEET 2 24. END CAP ANCHORS 4" MAX. 1/4 0 ANCHORS ® 24 O.C. 12.000 EL ALUMINUM .060 5052 -H32 A B B --- A �8 E AP AS REQD. AT BUILT -OUT CONDIITONS DETAIL A END CAP BUILT —OUT CONDITION END CLOSURE ANGLE — REQD. ONLY ON BUILT -OUT CONDMON SEE DETAIL A A B C TYPICAL ELEVATION PANELS CAN BE INSTALLED VERTICALLY OR HORIZONTALLY USING APPLICABLE ANCHORING DETAILS. 2 X 2 X 1/8' 2 X 4 X 1/8' ALUMINUM ANGLE 6063 -T5 L 1 i L 1 L L 1 a✓ 1 I L 1 F-� L 1 L 1 ! •1 C ♦l1 C B A PRODUCT MARKING A LABEL SHALL BE AFFIXED AT BOTTOM OF ONE PANEL OF EACH OPENING WITH THE FOLLOWING STATEMENT. FLORIDA SCREEN ENTERPRISES. MIAMI, FL ALUMINUM STORM PANEL 'DADE COUNTY PRODUCT CONTROL APPROVED' DESIGN PRESSURE RATING = + 53 PSF — 70 PSF L ATTN. BLDG. OFFICIALS 00 NO1 ACCEPT THIS DRAWING W/0 FLONIIIA SCREEN LNIERPRISES RAISED CORPORAII SEAL '-1 f 2.000 1995 .125 TYP ENGINEER: HUMAYOUN FAROOQ PE 4 16557 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 EDITION. 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 APPLICATION. 5. ALL BOLTS SHALL BE STAINLESS SILEL 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. 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 IS REQUIRED APP5;OVI.0 AS COMI'IYING WITH THE SO1I111 F I / A UUIIDING CODE nn ££ DA l SLA_Y _ 197 IY I'It1iotit. C ON1ROI UIV S O ItUlt ntNG CODE COMPLIANCE OFFICE 1CCI I'IANCI N0 -4 LI 6/5. 16 AN CHOR THE SPACING INCHES UPTO 45 PSF - - UM 70 PSF CONC. 12 BLOCK W000 - _CONC BLOCK WOOD A B 12 - 12 - 6 - E - - 12 - - 10 ANCHOR TYPE SP ACING INC1$S UPTU 45 PSF UPTU 70 PSF C ONC BLOCK WOOD CONC. BLOCK 7 _WOOD A6 12 11 4 - - 12 6 12 A - - 6 E - - 12 - - 10 ANCHOR TCHE SPACING INCHES UPTO 45 PSF UP TO 70 PSF lig RIOCK WAN BLOCK WOOR WOOD CONC. BLOCK WOOD A E - - 4 - - 3 ANCHOR TYPE SPACING INCHES UPTO 45 PSF UPTO 70 PSF CONC. BLOCK WOOD CONC. BLOCK WOOD A _CONC. 12 9 - 12 6 - A 9 - 6 - - E - - 11 - - 7 ANCHOR TYPE SPACING INCHES UPTD 45 PSF UP TO 70 PSF CONC. BLOCK WOOD CONC. BLOCK WOOD - I� t2 6 - 10 4 E - - 8 - - 5 PANEL SPAN UPTO ,S6ARAT1ON FROM GLASS 99- 1/2",x 2 -7/8' .- _ 963`%4" -----06•='374" 2 -3/4 50" 2" \./ 3/4" MI N • Ed MIN. SEPARATION 7.-- TYPICAL — ALL INSTALLATIONS SEE TABLE BELOW -..-- GLASS WALL MOUNTS L • 1/4 TYP MAX SPAN= 97 -1 /Y i I - -- 1/4' TYP SECTION A 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 FOR GENERAI. NOTE; AND EXTRUSION DETAILS SEE SHEET 1 OF 5. PANELS CONF1GURA1JON 2 x 2 x 1/g'' ALUM. ANGLE 6063 -T5 TYPICAL ANCHOR5 ANNCHORQA - 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. EMBEDMI NT (s.G.- 0.47) NOTE ANCHORS. USE FULL EMBEDMENT IN CONCRETE III it IU THE COVERING (STUCCO, TILES, ETC.) INSlD MOUNTS MAX SPAN =99 -1 /2' E'T1ON B -B 1/4' -20 x 3/4' STUDS W/ WING NUT & WASHER • 12" O.C. ANCHORS SAME AS HEADER Ed - TYPICAL EDGE DISTANCE CONC. & BLOCK - 12d (12 ANCHOR DIAMETERS) W000 = 5d FOR LESSER EDGE DISTANCES SEE SHEET 1 OF 5. DIRECT MOUNTS JUN L 8 1995 1/4" TYP SECTION C -C ENGINEER HUMAYOUN FAROOQ PE ; 16557 MAX SPAN =96-3/4 1/4' -20 x 3/4 STUDS W/ WING NUT & WASHER O 12' O.C. 2 x 2 x 1 /8'" ALUM. ANGLE 6063 -T5 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA rr BUILDING CODE DAT f LY 199 rl Y B RODUCT TROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N0.95•(S1 .S. 1 (0 U cj ( cn w (n D' d cc w 1- Z w Z w w U (n D CC O J w w F- Z (NI U V) c 0 0 .o 0 n A i. • 3 0 e fi !r,rw n nn 95 -18 I,• . I 2 n .r) WOOD HEADER REQUIRED FASTENERS AS PER SCHEDULES W/ 1 -1 /2" MIN. PENETRATION TO EXISTING HEADER FASTENERS SEE SCHEDULES 2 X 4 CONT. W/ (3) 1/4 4 X 5" LAG SCREWS 0 EACH STUD W/ 2, MIN PENETRATION INTO EXISTING STUD INSTALLATION DETAIL ON_DOSTING WOOD BUCKS MAX. SHUTTER HEIGHT - 8 FT. MAX. DESIGN LOAD - 70 PSF OTHER CONOTTIONS SIMILAR FOR FASTENERS SEE SCHEDULES SCALE : 1/4 -1" 2X4X 1/8" 2 X 5 X 1/8" ALUM ANGLE CONTt EXISTING WOOD TRUSSES 0 24" 0.C. MIN. 2x4 MEMBERS MIN. S.G. = 0.51 (2) # 14 S.M.S. 0 EACH RAFTER 2" MIN. PENETRATION r MIN. HEADER CONNECTION TO WOOD TRUSSES MAY SHUTTER HEIGHT = 9 FT. MAX DESIGN LOAD - 70 PSF COUNTER TOP CONDmON (PASS THRU WINDOW) MAX SHUTTER HE1G11T - 6 FT. MAX DESIGN LOAD = 60 PSF. 1/4" PLYWOOD (STING SOFFIT .500 SPOT WELD 1" LONG 0 12" 0.C. STAGGERED 1/4 " -20 x 3/4 STUDS W/ WING NUT do WASHER 0 12" 0.C. 2 x 3 x ! ES" AI JM. ANGLE W/ 1/4" 1NRU BOLT W/ WASHER & NUT 0 6" 0.C. EN GIN EF3t IUMAYOUN FAROOQ PE 18567 JUN 2 8 1995 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT .00•• 1995 i PRODUCT ' NTROL DIVISION a BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N0.9S"(Al C • /6 0 () J zI 0 o tr O n_ O (/) <r U w z r1 or z W O �Q 0 °pO N Ea.- I ui (0 • Lai U_ CN N Z - Z N (n W (/) tr W C_ LLI Z Q W Z F- LU 'd ui rr) V) • tf) 0 0 tr 0 J li dm wing no. 95 -18 1/4" —20 x 3/4 STUDS W/ WING NUT & WASHER 0 12" O.C. SPOT WELD 1" LONG 0 12' O.C. STAGGERED SPOT WELD 1" LONG 0 12" O.C. STAGGERED 1/4" —20 x 3/4" STUDS W/ WING NUT & WASHER 0 12" O.C. 2 x 2 x 1/8" ALUM. ANGLE 6063 —T5 FOR DIFFERENT CONDITIONS SEE TYPICAL DETAILS AND SCHEDULES SHUTTER HEIGHT 0 1 r -[ SHUTTER WIDTH _r 2 X 2 X 1/4" ALUM ANGLE 6" LONG W/ 3/8" KWIK BOLT ANCHORS 3/8" D A THRU BOLTS W/ WASHER & NUT 3/4" TYP 1 TYPICAL ELEVATION 3 -3/4" MIN HORIZONTAL TUBE CONNECTION TO WAL SCALE : 1/4 " -1" ea m 0` 0) U) 0 0 a 0 J 0 61 z H,0 0) w 0 0) m 60 70 80 90 SHUTTER SPAN - INCHES 0) .0 Buik 1 ■ Inemogivom r lo ALUM. TUBE 2 . 6 ■ l/S MAXIMUM PANEL LOAOS TS. SPANS MAX. OEFLECTION • SPAN /IBE OR 2 E XTRUDEO ALUMINUM 6863 -16 MELD i 100 60 70 80 90 100 110 120 SHUTTER SPAN - INCHES DIGWEER, HVMAYOUN FAROOQ PE 1 16357 JUN 2 130 140 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DA1 ; Tt ! 19 gs BY DUCT ONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NOgs - g 515. 16 - �n 0 p O` O in wor '") o < < ° c7 0) 1 -coo cr GY o , co r : :1 c _ ^ a) W cV � Li ) o D Z V) W a W O _ W W C Z F W f W N) 0 < Z O O O o N Q O !Z LL O .0 O v o • - " , 1 5 al A p " U) c 0 L.. C I A 8 Y i ■ Ir owing 00 95 -18 1.••1 4 r1 "T"'" "'"I' 6 NUN 1 IMO 1 TIM MK SEIM MK MEI ■ \MI IR MI 11111 II II MILIIININ \MM. IL "MM. IE. . 1/4" —20 x 3/4 STUDS W/ WING NUT & WASHER 0 12" O.C. SPOT WELD 1" LONG 0 12' O.C. STAGGERED SPOT WELD 1" LONG 0 12" O.C. STAGGERED 1/4" —20 x 3/4" STUDS W/ WING NUT & WASHER 0 12" O.C. 2 x 2 x 1/8" ALUM. ANGLE 6063 —T5 FOR DIFFERENT CONDITIONS SEE TYPICAL DETAILS AND SCHEDULES SHUTTER HEIGHT 0 1 r -[ SHUTTER WIDTH _r 2 X 2 X 1/4" ALUM ANGLE 6" LONG W/ 3/8" KWIK BOLT ANCHORS 3/8" D A THRU BOLTS W/ WASHER & NUT 3/4" TYP 1 TYPICAL ELEVATION 3 -3/4" MIN HORIZONTAL TUBE CONNECTION TO WAL SCALE : 1/4 " -1" ea m 0` 0) U) 0 0 a 0 J 0 61 z H,0 0) w 0 0) m 60 70 80 90 SHUTTER SPAN - INCHES 0) .0 Buik 1 ■ Inemogivom r lo ALUM. TUBE 2 . 6 ■ l/S MAXIMUM PANEL LOAOS TS. SPANS MAX. OEFLECTION • SPAN /IBE OR 2 E XTRUDEO ALUMINUM 6863 -16 MELD i 100 60 70 80 90 100 110 120 SHUTTER SPAN - INCHES DIGWEER, HVMAYOUN FAROOQ PE 1 16357 JUN 2 130 140 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DA1 ; Tt ! 19 gs BY DUCT ONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NOgs - g 515. 16 - �n 0 p O` O in wor '") o < < ° c7 0) 1 -coo cr GY o , co r : :1 c _ ^ a) W cV � Li ) o D Z V) W a W O _ W W C Z F W f W N) 0 < Z O O O o N Q O !Z LL O .0 O v o • - " , 1 5 al A p " U) c 0 L.. C I A 8 Y i ■ Ir owing 00 95 -18 1.••1 4 r1 • 2 X 2 X 1/8' ALUM ANGLE 0 EACH END # 10 X 1-1/2" S.M.S. 4/ BRACKET kola ANGLES FASTENED WITH 10 X 1-1/4" S.M.S. 3/ 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 MAX SPAN -50 ROOF RAFTER 2 X 4 MIN. SOUTHERN YELLOW PINE OR EQUAL SECTION A -A WATER PROOFING NOT BY • y r 1 a—� DOUBLE —PANE GLASS SKYLIGHT HORIZONTAL CROSS SECTION SHOWN FOR ILLUSTRATION PURPOSES ONLY \\XX' DETAILS SHOWN ON THIS SHEET CAN ONLY BE USED FOR SKYLIGHTS BEARING DADE COUNTY APPROVAL AND SHALL BE UMITED BY THE CONFIGURATION, SIZES AND PRESSURE RATINGS OF THIS SHUTTER. 1/4 " -20 x 3/4" S1UDS W/ WING NUT & WASHER 0 12" O.C. SECTION B -U 2 X 2 X 1/8° ALUM ANGLE (CoNT) FOR END CAP 2 X 2 X 1/B" ALUM ANGLE 4' WIDE 0 20" 0.C. FASTENED TO CHANNEL W/ TWO 1/4 -20 X 3/4 __ c:(c:L_____I STUDS W/ WING NUT 2 X 4 X 1/8" ALUM ANGLE 4" WIDE REQD. 0 20" 0.C. WATER PROOFING NOT BY F.S.E 2X 4 X 2 X 1/3 ALUM CHANNEL CONT. # 10 X 1 - 1/4 ° S.M.S. 3/ BRACKET PLY BY OTHERS TOP VIEW ( +) k +\ r - r 4' ENGINEER HUMAYOUN FAROOQ PE f' 14557 :I JO 2 81995 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT - 1°--1) 19 BY PRODUCT ONTROOI DIVISION BUILDING CODE ACCEPTANCE N09.5 COMPLIANCE C- OFFICE U 0 i o C h c rn a1 c a 0 0 0 c O_ w C CC w Z Q Z 1-- W O_ cn U Q Z Lr O O N < p J10 OL r1 L t _ z 0 ; e iIr owing no. 95 -18 (-1 .. r,l 5 of 5