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372 NE 98 St (5)Dar, l L gal pescription Owner / Lessee / Tenant I(7 PAct -- C � - ` , Owner's Address �� t Contracting Co. 1O1eUp Qualifier Q>(a Mil �" ¶ c oy r . e State # 1 Municipal # Architect /Engineer s 0 U- AddressLO4 &- Bonding Company Address Mortgagor Address Permit Type(circle on • BUILDINGG LECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN I WORK DESCRIPTION � 121C- -iTVLo \J 0A l S 1 121--- 'G Y) Square Ft. WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT). Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S APPIDAVIT: be done complia autho,0 the.:ab /1 ignat e of owner and Dat . i . �: .0 a .. 14 010 N. ary as to Owner My Commission Expir ** * APPROVED: Zoning PERMIT APPLICATION FOR MIAMI SHORES VILLAGE \� �� � L �� J Jo b Addres ci ,;es I certify that all the foregoing information is accurate and that all work will ce wit j all applicable laws regulating construction and zoning. Furthermore, I contractor to do the work state • . , Rte or Condo President o' J une • BO NDED TN 1ROT PAIN INSUR INC. RADON C.C.F. Fire Competency 4� �� ( boo Ins.Co. e c U. - RIA LE IM EXYIHtJ Mechanical Plumbing; Tax Folio Address 3 1 b d `ltiQ ' 6 Estimated Cost(value) 4t' M / Signature of Contractor or Owner- Builder ate: Notary as to Co ;!, - Xor orI,,,_ , dywilder My Commission A@ INY COMMISSION N CC?Y992o EXPIRES June 6, 1998 MOD TNRU TROY f.4tN I $SJRANCE. INC. Master Permit # U 'en Phone * * * ** NOTARY TOTAL DUE Other Building '' ' /1 )' ( l/ Electrical Engineering 3750 N.W. 46th St. Miami, FL 33142 1901 N.W. 18th St. ' Bldg. D North Pompano Bch., FL 33069 June 30, 1995 Frank Lubien 10050 NE 2nd Miami Shores, FL 33138 Dear Mr. Lubien: We are the Dade County Notice of Acceptance Holder for the 18 gauge galvinized steel storm panels under number 94- 1007.03. This letter authorizes SeaView Industries to use our 18 gauge galvinized steel storm panels to be used at the following job: Sincerely, Mathew Cicero Vice President INDUSTRIES, INC. Ronald Edwards 372 NE 98 St. Miami, FL 33138 AWNINGS BAHAMA SHUTTERS CARPORTS SCREEN ROOMS SUNROOMS PATIOS STORM PANELS FOLD -A -GARD ROLL -A -GARD TROPIC ROOMS Miami (305) 633 -9650 S. Broward /Dade (305) 944 -9213 Broward (305) 960 -0110 Palm Beach (407) 734 -4339 Fax (305) 634 -9060 INSULATED FLORIDA ROOMS SeaView Industries, Inc. �i RUUR �`rA Y11 II II ••••■ ■•••■ ■■■••••11• NN■■■ Nv11■ ■1111 1111 ■■11■■ •••••■••••••••••••• ••••••••••••••••• ••••••••••••••••••• ■■1111■ ••1111••••••••■ ■ E mo sommil ■■■L!L!i"���r1P.:L. 1111■■■ ■fall ■r mmniinnum!I!J■■■■11■■ v1111 L. r►r.Y _ AY■■■■■■■ ••■ ■ ■ ■ ■•MMENaNIMMIIIIWARM•Ell ••■■ •■••••••• • • •••••••••• ■1111■■■■■■ ■1111 ■■■■■N ■ •■w ■■ ■■ 101111•••••• =ME 1111 1111■ ■ ■m■■ �+9 IlI PURCHASER tN ACT NO r SALES CONTRACT METRO )ADE METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE Seaview Industries, Inc. 3750 N.W. 46 Street Miami, FL 33142 BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 PRODUCT CONTROL SECTION (305) 375 -2902 FAX (305) 372 -6339 Your application for Product Approval of: 18 ga. Galy. Steel 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 (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 be valid for a period of three years. 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 Department may revoke, modify, or suspend the use of such product or material immediately. The Building Code Compliance Department reserves the right to require retesting of this product or material should any amendments to the South Florida Building Code be enacted affecting this product or material. The expense of such testing will be incurred by the manufacturer. Acceptance No.:94- 1007.03 Expires:03 /20/98 Raul RodYiguez Product Control Division Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Approved:03 /20/95 -1- s anger, Director Building Code Compliance Dept. Metropolitan Dade County Seaview Industries. Inc. ACCEPTANCE NO.: 94- 1007.03 ., ' e 2 APPROVED Man Perez, P.E. Plans Examiner II Product Control Division MAR 2 0 1995 EXPIRES : MAR 2 0 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. DESCRIPTION 1.1 This approves an 18 ga. galvanized steel storm panel designed to comply with the South Florida Building Code Impact Test Requirement and ASCE 7 -88 "Minimum Design Loads for Buildings and Other Structures ", for the following locations: 1.1.1 Non - coastal building zone. 1.1.2 Coastal building zone. 2. MATERIAL CHARACTERISTICS 2.1. The storm panels shall be constructed as indicated on approved drawing No. 94 -152, Sheets 1 of 4 using 18 ga. steel (.045" thick) structural quality grade C, conforming to ASTM A446. 2.2 Panels are rolled formed, have a nominal width of 12.00" and a total width of 13.625 ", forming 2" deep ribs 2.3 Components shall be aluminum alloys 6063 -T6, with shapes and thicknesses as shown on approved drawing. 2.4 Tested specimen: - Dimensions: 3 panels totaling 37 1/2" wide x 101" long overall, corresponding to 96" span. Dimensions: 3 panels totaling 37 1/2" wide x 137" long overall, corresponding to 132" span. 3. LIA'IITATIONS 3.1 The design will be dependent on the maximum panel height of 101" and 137 ", to be installed only as outlined on drawing No. 94 -152 Sheets 1 thru 4 of 4. 3.2 Minimum separation to existing glass toprotect shall be: 3.2.1 For panels up to 101" high: 1 7/8 ". 3.2.2 For panels over 101" high and up to 137" high: 2 7/8 ". 3.3 Maximum clearance between top ofpanel and inside of header shall be 1/4 ". 3.4 Special Requirement: All panels with spans from 137" to 101" high, require 1/4 " -20 x 1" sidewalk bolts w /die cast aluminum washered wingnuts spaced at 1/3" of the span along all overlaps. All panels with spans from 101" to 33" high, require a 1/4 " -20 x 1" sidewalk bolt w /die cast aluminum washered wingnut at midspan at all overlaps. Panels Less than or equal to 33" high do not require fasteners at overlaps. See Drawing No.94 -152 for detail of requirements. 4. INSTALLATION 4.1 The panels shall be installed only in the following condition: 4.1.1 Wall Mount (Direct Mount) The panels are secured to an "h" header (Part 2) or bolted, using 1/4 " -20 machine bolt & wingnut at 6" o.c., to a continuous 2" x 2" x .125" studded aluminum angle (Part 4) at the head; and using this same angle at the sill; all are anchored to the wall, using the tension anchors as shown on Drawing No. 94 -152, Sections A , D and E "Wall Mount" Sheet 2 of 4, bearing the Dade County Product Control approval stamp. Seaview Industries. Inc. ACCEPTANCE NO.: 94- 1007.03 APPROVED MAR 2 0 1995 EXPIRES IYIAA 2 0 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 4.1.2 Buildout Mount The panels are fastened to the continuous 2" x 2" x .125" studded aluminum angle (Part 4) at the head and sill, using 1/4 " -20 machine bolt and wingnut spaced at 6.0" o.c., this angle is secured with 1/4 -20 machine bolt and wingnut @ 6" o.c. to a 2.25" x 5.25" max. x .125" aluminum angle (Part 5) used to provide the buildout and which is anchored to the wall in accordance to the fastener schedule, as shown on Drawing No. 94 -152, Section C "Build -Out Mount" Sheet 2 of 4, bearing the Dade County Product Control approval stamp. 4.1.3 Ceiling/Inside Mount The panels are secured inside a top track "U" header (Part 3) at the head, which is anchored to the inside of the opening, and fastened at the sill, using 1/4 " -20 studs w /washered wingnut spaced at 6.0" o.c. to the continuous 2" x 2" x .125" studded aluminum angle (Part 4) which is anchored to the slab or bulkhead below, as shown on Drawing No. 94 -152, Section B, "Ceiling/Inside Mount" Sheet 2 of 4, bearing the Dade County Product Control approval stamp. 4.1.4 Any combination of the above. 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 "Anchor Schedules" and Details on Drawing No. 94 -152, Sheets 1, thru 4 of 4. Substitution of anchor type or indicated embedment is unacceptable and requires to be engineered separately. Fasteners must have their own Notice of Acceptance. 4.3 Permanent set fastener components, embedded anchor bolts, threaded cones or metal shields, not in use, must be protected against corrosion, contamination and damage at all time. 5. IDENTIFICATION 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ". Also a Warning Note shall be permanently stamped in each panel advising the home owner or tenant that the storm panels will not offer hurricane protection unless all reinforcing bolts are properly installed. 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. 94 -152 , Sheets 1, 2, 3, and 4, bearing the approval stamp, Notice of Acceptance number and date by Dade County Product Control Section, clearly marked to show the components selected for the proposed installation. 6.2 The Building Official shall ensure the adequacy of shutter to meet the pressure requirement of the opening in which it is to be installed. l Man Perez, P.E. 0 Plans Examiner II Product Control Division - 2a - TEST TEST LOAD DESIGN LOAD Deflection LARGE MISSILE IMPACT TEST SFBC PA 201 -94 (SPAN = 101 ") SATISFACTORY S1027A Max. 1 CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE (SPAN = 101 ") +93.6 PSF S1027A +72.0 PSF S1027A CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE (SPAN =101 ") -93.6 PSF S1027A -72.00 PSF S1027A UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POSITIVE (SPAN = 101") +108.00 PSF S1027A +72.0 PSF S1027A @ Design 0.50" UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE (SPAN = 101 ") - 108.00 PSF SIO27A -72.0 PSF S1027A DESIGN PRESSURE RATING +72.00 PSF -72.00 PSF LARGE MISSILE IMPACT TEST SFBC PA 201 -94 (SPAN = 137 ") SATISFACTORY S1028A Max. 2.88" CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE (SPAN = 137 ") +80.6 PSF S1028A +62.0 PSF S1028A CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE (SPAN =137 ") -80.6 PSF S1028A -62.00 PSF S1028A UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POSITIVE (SPAN = 137 ") +93.0 PSF S1028A +62.0 PSF S1028A UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE (SPAN= 137 ") -93.0 PSF S1028A -62.0 PSF S1028A @ Design 1.58" DESIGN PRESSURE RATING +62.00 PSF -62.00 PSF Seaview Industries. Inc. - 2b - ACCEPTANCE NO.: 94- 1007.03 APPROVED KR 2 0 1995 EXPIRES MAR 2 0 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 7. TESTS PERFORMED TESTS: RESULTS: Man e Perez, P.E. Plans Examiner, II Product Control Division ,4„ Seaview Industries, Inc. - 2c - ACCEPTANCE NO.: 94- 1007.03 APPROVED NIAR 2 3 1995 EXPIRES : MAR 2 0 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 8. EVIDENCE SUBIVIITTED 8.1 Tests: 8.1.1 Test report on: 1.) Uniform Static Air Pressure loading, per PA 202 -94 2.) Large Missile Impact Test, per PA 201 -94, and 3.) Cyclic Loading Wind Pressure Test, per PA 203 -94 8' -0" high, 18 ga. steel storm panels, prepared by Construction Research Laboratory, Inc., Report No. CRL-S1027A, dated October 3, 1994, signed and sealed by Vipin N. Tolat, P.E. 8.1.2 Test report on: 1.) Uniform Static Air Pressure loading, per PA 202 -94 2.) Large Missile Impact Test, per PA 201 -94, and 3.) Cyclic Loading Wind Pressure Test, per PA 203 -94 of 11' -0" high, 18 ga. steel storm panels, prepared by Construction Research Laboratory, Inc., Report No. CRL- S1028B, dated October 14, 1994, signed and sealed by Vipin N. Tolat, P.E. 8.2 Drawing: 8.2.1 Drawing No. 94 -152 Seaview Industries, Inc., 18 Ga. Steel, Storm Panels, Sheets 1, 2, 3 & 4 of 4, prepared by Knezevich & Associates, Inc., dated 08/29/94, with revision No. 4 dated 02/21/95, signed and sealed by V.J. Knezevich, P.E. 8.3 Material certification: 8.3.1 Mill Certified Inspection Report Coil dated 9/21/94 for Galvanized Steel by R & R Metals, Inc. 8.3.2 Certified Tensile Test Report from independent lab Atec Associates, Project #70 -02 -94 -220 dated 8/29/94 for Steel sample, tested per ASTM E8 -93. 8.4 Calculations: 8.4.1 Anchor analysis dated 12/16/94, Pages 1 thru 4, prepared by Knezevich and Associates Inc., signed and sealed by V.J. Knezevich, P.E. Ma . - 1 Perez, P.E. Plans Examiner, II Product Control Division Seaview Industries, Inc. ACCEPTANCE NO.: 94- 1007.03 .1 MAR APPROVED 2 0 1995 EXPIRES MAR 2 0 19 9 • 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 i/ ..- = ►__tom Man 'erez, P.E. Plans Examiner II Product Control Division (VERTICAL OR HORIZONTAL) 1/2 L 1/2 L CUTE 1 6) 1 101' < L S 137' POSITIVE DESIGN LDADI 72 PSF 62 PSF NEGATIVE DESIGN LOAD ■ 62 PSF PL (, 1 310 q ■ d (, . ]ION 33S) PANEL SPAN (L) 1 L i 101' 101' < L S 137' POSITIVE DESIGN LDADI 72 PSF 62 PSF NEGATIVE DESIGN LOAD 72 PSF 62 PSF (VERTICAL OR ,E)RIZONTAL) 1 /3 1/3 L 1/3 L (SEE NOTE . 6) PL (, 1 310 ■ d l (, . 310N33S)I 1 TYPICAL ELEVATION SPANS < 101' NTS. TENSION FASTENER t 21 MC EXISTING STRUCTURE .125' TYP. VARIES* S2.' MAX. © ANGLE f2• CDVCYQ 01 STORM PANEL SCALE 1 3' • r- 0' SCALE : 3' = r- 0' VIDTH UNLIMITED (PERP. TI7 PAN(r, SPAN) SECTION L OVERLAP FASTENERS DTP. (SEE NOTE ■ 6) 1 ,- TTP MEIN T. PLAN VIEV AL. ANGLE ELDSUSE PIECE' 1' x 2' x .057' )(TN. TD 2' x 5' x .055' MAX. FASTENERS (SEE DOTE • 8) BOTTOM MIANT. 07 WINGNUT SCALE 1 HALF SIZE EXISTING STRUCTURE N.T.S. 1 02 'h° HEADER SCALE 1 3' • r- 0' vIDTH u41MITED (PERP. TD PANEL SPAN) TYPICAL ELEVATION 101' < SPANS < 137' PLAN VIEW SCALE. 1-1/2' • 1' -0' SECTION 1 TCP NELNT. FASTENERS (SF's NOTE 1 6) VIEv BOTTOM MOUNT. Kam 1' OVERLAP SCALE 1 3' • 1' 0' 03 'U' HEADER 1. THIS SHUTTER SYSTEM IS DESIGNED U( ACCatDANCE VITH THE SOUTH r ORIDA )UILD!NG CODE. 1994 EDTTL . AND DC 1994 /ROWARD COUNTY EDITION. 2. POS1TTvE AND NEGAiivE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED IN ACCORDANCE VITH ASCE 7 -88 'MINIPXJM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES". 3. STIPM PANELS SMALL BE 18 GAUGE STEEL. (t = .045'). COiFORmING TO ATM A446. STRUCTURAL OUALJTY, GRADE t. VITH A MIN. Fy = 40 RS! BEFORE ROLLING. GALVANIZED IN ACCORDANCE VITH ASTM G90. ALUMINUM EXTRUSIONS SHALL 3E 6063 -76 A1;tl'(NUM ALLOT. U.O.N. PRODLCT NARKINGS SHALL BE VITHIR 12' IF ONE END OF THE PAP{ VITH .. A MIN. If ONE MARKING PER PA (SEE STORM PANEL DETAIL 1 FUR LOCATION). AND SHALL BE LABELZD,AS FOLLOWS. SEAVIEV INDUSTRIES, INC_ MIAMI, FLORIDA DADE COUNTY PROD. APPRD. 5. ALL BOLTS AND WASHERS SHALL 3E STAINLESS STEEL WITH A MINIMUM Fy - 33 KS1. 6. ALL PANELS VITH SPANS { 137• 7471 LARGER TNAN 101' SHALL BE FASTENED AT OVERLAPS 1 1/3 POINTS W/ 1/4-20 x 1' SIDEWALK BOLTS W/ DIE CAST ALLMIM.►( VASHEREE WINCAU1S. ALL PANELS VITH SPANS S 111' BUT LARGER THAW 33' SHALL 8E FASTENED AT OVERLAPS 1 MIDPOINT V/ 1 /A -20 * 1' SIDEWALK BOLTS v/ DIE CAST ALUMINUM VASIERED VINGNUTS. ALL PANELS VITH SPANS t 33' DA NOT REOUIRE FASTENERS AT OVERLAPS. MATERIAL SPECIFICATIOW NOTED HEREIN ARE THE MANUFACTURER'S REPRESENTATION OF MATERIALS TO BE USED IN PRODUCT TESTING. THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT, CYCLIC AND UNIFORM STATIC AIR PESS7.RE IM C174 ,WCC VITH DADE CDUNTT PROTOCOLS PA 201. 202. AND 203 VITH DESIGN LOADS AS FOLLDVSI DESIGN IS BASED ON CRL TEST REPORT 1 CRC- S1028A AND CRC- S1027A. 1 9. A YARNING NOTE SHALL BE PERMANENTLY RACED ON EITHER THE SILL OF THE SHUTTERS OR ON EACH PANEL ADVISING THE NOME OWNER OR TENANT TWAT THE STORM PANELS WILL NOT UPPER HURRICANE PROTECTION UNLESS ALL REINFORCING BOLTS ARE PROPERLY INSTN..LED. 10. TOP t BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY VHERE APPLICABLE. • PL. ANGLE CLOSURE PIECE• 1' x 2' x .125' MIN. TO 2' x 5' x .I25' MAX. • SHEAR FASTETER • 8 24' 0L. • • EXISTING STRUCTURE ® STUD ANGLE SCALE 1 3' ■ 1'- 0' $ .123' TYP, N I ZAP Q ANGLE SCALE 1 3' = 1'- 0' AFPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT X 1 S`_ BY PRODUCT ONTROL Did :S.Oi+ BUILDING CODE A OFFICE ACCEPTANCE NO. `{ U -( (Y ) ) •U3 PROFESSIONAL GINEER PE 0010983 3 1995 • dote 0• 0' 0 0 r L u i 0 0 4'I -f b PO. a 1 . .t dru•tng (W. 94 -152 KNEZEVICII L ASSOCIATES. INC. I. PRODUCT TESTING NAY. PANFI SPAN in 137' MIN. SEPARATION • FROM GLASS (IN) DIM. L S 101 101' C L S 137 A 1 -7/8 2-718 EXISITNG STRUCTURE EXISITTG STRUCTURE GLASS OR DON CEE ANSTIC R Sac:L.LC) GLASS DR DOOR 4 ANGLE TO %ALL DETAIL ANGLE TO WALL DETAIL TENIICN FASTENER CSEE MORN SCR(D(LE) WALL MOUNT SECTION SCALE 3' VOID FRAMING TENSION FASTENER c!EE AticHER SCNEDULD TYP. TCP i BOTTOM ® CONT. <TYP. TOP 1. 3QTTE1) WOOD FRAMING CC PANEL TO AtG..E DETAIL O WALL MOUNT SECTION SCALE 1 3' • I'-0' PANEL TO ANGLE DETAIL 1/4' MA 1 /4 -a MACHINE BELT WIXO T 1 L' ac. TYP. TEP L BOTTOM 1/4 -20 MACHINE DOLT i V D<G 6 T R 6' C. GLASS OR DOOR GLASS OR DOOR ©CANT. PLYWOOD AND STUCC3 FINISH - SCALE 3' = 1' - 0' CSEE "OCR 11 EDGE DISD: • Aa .neidnnnrmrmi i : : : : : :: ` -! • EXISTING STRUCTURE 1/4-20 MAO•E MILT uli OCUT 86' ac. EXISTING -5TRLCTURE coa •DISS. :NEAR FASTENER CSEE MQCR SC: EDLLD ® CEILING /INSIDE MOUNT SECTION q CANT. TEMSIQN FASTENER CSEE ANDIOR SOiEDLLD 2 - 1/ 4 '0 y 4 - 1/2' L. (AG SCREW t 24' DL APR. W 1-3/ 4* rENETRATIDc Dv (CENTER OF tflDS r 6'P.T. VDQD CONT. perm., THIS DETAIL )MY E USED AT TO CR DOTTER OF PANELS. WALL MOUNT SECTION (BThTT'OM) SCALE '3' = -o' V4' MAX EXISTING STRICTURE EXISITNG STRUCTURE 4 1- GLASS r . OR DOOR TCNSIQN FASTENER (SEE AR<CF[>R SQEDUID cos. - TYP. Trip i BDTID4 • SOX CLOIlRE REO D. (SEE PLAN VIEW) c4 1/4-20 MA( 4IN E Malt i % INGNLR It i' as EDGE car. © BUILD -OUT MOUNT SECTION SCALE 1 r = r a' 1/4 - 20 MACHINE MOLT 1 V DIGNUT 0 6' O.C. CTYP. TOP I. DQTTQlo ■ SPEAR FASTENER (SEE ANCH R SC]<EDLLD APPROVED AS COtMPLY:NG ‘VITH THE SOUTH FLOR :DA BUILDING CODE DATC 1 (Lki BY PRODUCT C1 TROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO "I q c/3 1 U z r '0 C7 VI W H H i W W Z 0' W drawing no. 94 -152 Ft r EXISITNG STRUCTURE EXISITTG STRUCTURE GLASS OR DON CEE ANSTIC R Sac:L.LC) GLASS DR DOOR 4 ANGLE TO %ALL DETAIL ANGLE TO WALL DETAIL TENIICN FASTENER CSEE MORN SCR(D(LE) WALL MOUNT SECTION SCALE 3' VOID FRAMING TENSION FASTENER c!EE AticHER SCNEDULD TYP. TCP i BOTTOM ® CONT. <TYP. TOP 1. 3QTTE1) WOOD FRAMING CC PANEL TO AtG..E DETAIL O WALL MOUNT SECTION SCALE 1 3' • I'-0' PANEL TO ANGLE DETAIL 1/4' MA 1 /4 -a MACHINE BELT WIXO T 1 L' ac. TYP. TEP L BOTTOM 1/4 -20 MACHINE DOLT i V D<G 6 T R 6' C. GLASS OR DOOR GLASS OR DOOR ©CANT. PLYWOOD AND STUCC3 FINISH - SCALE 3' = 1' - 0' CSEE "OCR 11 EDGE DISD: • Aa .neidnnnrmrmi i : : : : : :: ` -! • EXISTING STRUCTURE 1/4-20 MAO•E MILT uli OCUT 86' ac. EXISTING -5TRLCTURE coa •DISS. :NEAR FASTENER CSEE MQCR SC: EDLLD ® CEILING /INSIDE MOUNT SECTION q CANT. TEMSIQN FASTENER CSEE ANDIOR SOiEDLLD 2 - 1/ 4 '0 y 4 - 1/2' L. (AG SCREW t 24' DL APR. W 1-3/ 4* rENETRATIDc Dv (CENTER OF tflDS r 6'P.T. VDQD CONT. perm., THIS DETAIL )MY E USED AT TO CR DOTTER OF PANELS. WALL MOUNT SECTION (BThTT'OM) SCALE '3' = -o' V4' MAX EXISTING STRICTURE EXISITNG STRUCTURE 4 1- GLASS r . OR DOOR TCNSIQN FASTENER (SEE AR<CF[>R SQEDUID cos. - TYP. Trip i BDTID4 • SOX CLOIlRE REO D. (SEE PLAN VIEW) c4 1/4-20 MA( 4IN E Malt i % INGNLR It i' as EDGE car. © BUILD -OUT MOUNT SECTION SCALE 1 r = r a' 1/4 - 20 MACHINE MOLT 1 V DIGNUT 0 6' O.C. CTYP. TOP I. DQTTQlo ■ SPEAR FASTENER (SEE ANCH R SC]<EDLLD APPROVED AS COtMPLY:NG ‘VITH THE SOUTH FLOR :DA BUILDING CODE DATC 1 (Lki BY PRODUCT C1 TROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO "I q c/3 1 U z r '0 C7 VI W H H i W W Z 0' W drawing no. 94 -152 GLASS OR DOOR • - 1/4'• VOOD LAG t 24' O.C. V/ MIN. P(METRATIO4 INTO VOID FRAMING OF 2' SCALE • 3' • 1' -0' 4 A e SEE ANCNEA NOTE No. 2 WOO ROIs TRUSS STUCCO FINISH OR PLTYOOD SOFFIT 2' x L' x 127' PLATE t TRUSS CHILD GO SOFFIT CONNECTION DETAIL rx4'P.T. VIED CCNT. GLASS OR DOOR SCALE • 3' 4 1' -D' 1/2' T1 K. PLTVCOD EXISTING FINISH MATERIAL O CEM. ■ SEE ANCHOR KITE Nu. 2 1/4' ►MX. WALL MOUNT SECTION CPT D3NAL DU11. D -CIJT (SEE DETAIL © TENSION FASTENER (SCE ANO.CR scHEELLE FU( LAG SCR£VSt 0 2' x 4' P.T. vow CONT. GLASS IR DOOR • " CXISTDG SIDING 1 3/B' MAX VEDD MELDING corr. 1/4' MAX 0 -- • SEE AMC/ER MITE Mo. 2 WALL MOUNT SECTION SCALE • 3' • A ?PRC' /ED AS COMPLYING WITH THE SOUTH �' °. :t. E'U LD:NGGCCODE DATE. " .' /I t 19 BY PRODUCT t TROL BUILDING CODE OMPLIAfiCE OFFIC ACCEPTANCE ti0.l 7 • OPTD74AL BUILD -OJT (SEE DETAIL © SECTION) TENSION FASTENER (SEE AMCNQI SCkEDUL.E FOR LAG SCREWS) ru U Z N W 1 0 r a u u V N • O D 4- A Y � O � N M > N N 9 III N . • c( 0 drexInp no. 94 -152 ( sheet 3 of 4 ANCHOR SCHEDULE description 1 TC »SIDN • TCMSION FASTENER SPACING REQUIRE' CINCHES 0.C.) . EXISTING STRUCTURE CONC8E1 ANCHOR DESCRIPTION 1/4'4 RAVL STEEL DROP-IN W/ 1 -1/4' MIN. EMBEDMENT 1/4'4 RAVL ZAMAC NAIL -IN V/ 1' MIN. EMBEDMENT 1/4''4 RAVL_ 03tLIC -IN W/ 7/8° MIN. OBEDMENT '4 /4 RED HEAD 1 1/4 RED HEAD SLEE1ff ANCHOR 1 -1/4 1[LN EMBEDMENT V/ 1-1/4" MIN. EIMDMENT EDGE DIST IN. 2' 3' 2' 3' 2' 3' "2' 3' 2' •. �• L S - L S 101' 5 ' 9' ' 12' 12' ' I2' lj 12' ' L 5 137• 9' q8 . ' 9' 9' 9 . 9' 9' 9• 9, 9' 9' 9 ANCHDR SCHEDULE description 1 TENSION SH R I — SWISIA3M 03W ✓ " - -_ FASTENER SPACING REQUIRE (INCHES 0.C.) j - EXISTING STRUCTURE HOLLOV BLOCK VOOD FRAMINL ANCHOR DESCRIPTION 1/4'0 RAVL ZAMAC NAIL-IN V/ 1' MIN. EMBEDMENT 1/4'0 RAVL CALK -IN V/ 7/8' MIN. EMBEDMENT 1 /4'0 ITV TA ?''D ANCHOR W/ 1 -1/4' MIN. EMBEDMENT 1/4'd 1 /4'd RED HEAD ANCHOR V/ i -i /a " aeIN. �MBEDMEN? ONE 1/4'0 S.S. LAG SCREW V/ 1 -1/2' MIN, EM'BDMENT EDGE DIST SPAN (L) I " ' T. 2' 3' 2' 3' 2' 3' 2' 3' 3/4' (SEE ANCHOR NOTE To. 2) - L S 101' 5 ' 9' ' 12' , 6' • 9' 10' 10' 11' 12' 12' 101' < L $ 137' 4' 8' 6' 9' 4' 6 8' 9 8 9' 9 12' 8 ( SMSM4.1 description 1 rsrouiaav P104 •iiv I — SWISIA3M 03W ilop' lib- oc -ii1 C6 -t2 -2 II CEJI ANCHOR NOTES 1. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 2. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING. FASTENER SHALL BE LOCATED IN CENTER OF WOOD STUD. 3. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. • APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DA . 9 G 5 BY // /.._.. ' ! PROCUCI CONTROL D: BUILDING CODE COMPL ANC.: OFFICE ACCEPTANCE NO Q - is 7. c23 T m w. a drarnq c+o. . 94 -152 18 GAUGE STEEL STORM PANELS DESIGN WIND LOADS (PSF) TRIB. AREA > 50 SQ. FT. COASTAL OR NON - COASTAL BUILDING ZONES MEAN ROOF HEIGHT POSITIVE Zone<4) 8 (5) NEGATIVE Int. Zone<4) NEGATIVE End Zone(5) 0 -15 40.6 -43.4 -51.4 > 15 -20 44.1 -47.1 -55.8 > 20 -25 47.0 1 -50.2 -59.5 > 25 -30 49.5 I -52.9 1 -62.7 > 30 -40 53.8 I -57.4 -68.0 > 40 -50 57.3 -61.2 -72.5 > 50 -60 60.4 I -64.4 -76.4 DESIGN WIND LOADS (PSF) TRIB. AREA > 50 SQ. FT. COASTAL OR NON- COASTAL BUILDING ZONES MEAN ROOF HEIGHT POSITIVE Zone(4) & (5) NEGATIVE Int. Zone (4) NEGATIVE End Zone(5) 0 -15 1 37.2 -39.7 -47.0 > 19-P0 40.4 f -43.1 -51.0 > 20 -25 43.1 1 -46.0 -54.3 > 25 -30 45.4 1 -48.4 1 -57.2 > 30 -40 49.3 1 -52.6 -62.1 > 40 -50 52.5 1 -56.0 -66.2 > 50 -60 55.4 1 -59.0 -69.8 DESIGN WIND LOADS (PSF) TRIB. AREA > 20 SO. FT. ,_, DESIGNa17 LOADS (PSF) MEAN ROOF HEIGHT POSITIVE Zone(4) & (5) AAA > 20 SO. FT. NEGATIVE End Zone(5) 0 -15 ST OR NON - -COD T BUILDING ZONES S AL B L 0 MEAN ROOF HEIGHT POSITIVE Zone(4) & (5) NEGATIVE Int. Zone(4) NEGATIVE End Zone(5) -45.6 0 -15 43.2 45.8 -45.9 -57.2 > 15 -20 , 46.9 50.0 > 30 -40 -49.9 -53.1 -6.1 -66.2 > 20 -25 > 25 -30 52.7 > -56.0 -69.7 > 30 -40 57.2 67.1 -60.8 -75.7 > 40 - 50 60.9 -64.8 -80.7 > 50 - 60 64.2 -68.2 -85.0 DESIGN WIND LOADS (PSF) TRIB. AREA > 20 SO. FT. COASTAL OR NON - COASTAL BUILDING ZONES MEAN ROOF HEIGHT POSITIVE Zone(4) & (5) NEGATIVE Int. Zone(4) NEGATIVE End Zone(5) 0 -15 39.6 -42.0 -52.1 > 15 -20 4P.9 -45.6 -55.6 > 20 -25 45.8 -48.6 -60.3 > 25 -30 48.2 -51.2 -63.6 > 30 -40 52.4 -55.6 -69.0 > 40 -50 55.8 -59.3 -73.6 > 50 -60 58.8 -62.4 r -77.5 MAXIMUM DESIGN WIND LOADS (PSF) FOR ANY TRIBUTARY AREA MAXIMUM DESIGN WIND LOADS (PSF) FOR ANY TRIBUTARY AREA MEAN ROOF HEIGHT COASTAL OR NON- COASTAL BUILDING ZONES MEAN ROOF HEIGHT POSITIVE Zone(4) & (5) NEGATIVE Int. Zone(4) NEGATIVE End Zone(5) 1 -43.8 0 -15 45.1 -47.9 -61.5 > 15 -20 49,0 -52,0 -66.8 > 20 -25 1 52.2 -55. -. -71.2 > 25 -30 55.0 -58.3 -75.0 > 30 -40 59.7 -63.3 -81.4 > 40 -50 63.7 -67.5 -86.8 > 50 -60 67.1 -71.1 -91.4 MAXIMUM DESIGN WIND LOADS (PSF) FOR ANY TRIBUTARY AREA COASTAL OR NON COASTAL BUILDING ZONES MEAN ROOF HEIGHT POSITIVE Zone(4) & (5) NEGATIVE Int. Zone(4) NEGATIVE End Zone(5) 0 -15 1 41.3 1 -43.8 -56.1 > 19 -P0 44.8 -47.5 -60.9 > 20 -25 1 47.8 -50.6 -64,9 > 25 -30 50.3 I -53.3 -68.4 > 30 -40 54.7 -57.9 -74.2 > 40 -50 58.3 -61.7 -79.1 > 50 -60 1 61.4 -65.0 1 -83.3 suoisinaJ or+mvJN nnoaos 9 J11N (JSU1Jil urick.a.saci ifi ij IIH g - "IIII ASCE 7 -88, 7 -93 DESIGN LOADS FOR COMPONENTS & CLADDINGS D S",VA/1Thi PA MEA:0 ROOF HEIGHT _< 60 FT. c 0.0 165°E;sr E 0 > 10 ROOF SLOPE, 0 < 10 TABULATED DESIGN WIND LOADS ARE BASED ON ASCE 7 -88 AND 7 -93 SPECIFICATIONS FOR COMPONENTS AND CLADDINGS. THE FOLLOWING DESIGN CRITERIA ARE USED. A. MEAN ROOF HEIGIT LESS THAN DR EQUAL TO 60 FEET. B. BASIC WIND SPEED. 110 MPH C. AN IMPORTANCE FACTOR OF 1.05 FOR CATEGORY 1 STRUCTURES. FUR CATEGORY II AND III STRUCTURES, MLLTIPLY-APPLICABLE LOAD BY 1.12. D. TRIBUTARY AREA AS NOTED. 2. DESIGN LOADS ARE APPLICABLE FOR COASTAL AND NON - COASTAL BUILDING ZONES. EXPOSURE 'C' IS USED FOR ALL BUILDINGS LESS THAN 60 FEET. 3. POSITIVE AND NEGATIVE LOADS FOR ALL FLOORS ARE BASED UPON THE MEAN ROOF HEIGHT OF THE BUILDING OR STRUCTURE. 4. BUILDING ZONES SHALL BE DETERMINED IN ACCORDANCE WITH THE DIAGRAM SHOWN. DIMENSION 'n' EQUALS 10Z OF MINIMUJI BUILDING VIDTH OR 40Y OF MEAN RCAF HEIGHT (h), WHICHEVER IS SMALLER, BUT NOT LESS THAN EITHER 4Z OF MINIMUM WIDTH OR 3 FEET. 2.11' 12 J 12' 3. LINEAR INTERPOLATION WAY BE USED FOR VALUES BETWEEN TABULATED ELEVATIONS. 6. TRIBUTARY AREA REFERS TO THE AREA CF LOAD THE SYSTEM OR CONPONENT RESISTS. FOR SYSTEMS SUCH AS STORM PANELS AND FOLDING (ACCORDION) SM4JTTERS, TI4E TRIBUTARY AREA MAY BE TAKEN ASI Lj, WHERE L • SHUTTER SPAN FOR OTHER SYSTEMS. REFER TO THE ENGINEERED DRAWINGS ER THIS OFFICE FOR APPROPRIATE TRIBUTARY AREA OR USE TABLES DESIGNATED AS. DESIGN VIND LI/ADS FOR ANY TRIBULATARY AREAS. X R - O - FESSIONAL V.J. K Fl. License E 2 PE E 0983 19 Q 1 date INEER U z a 1 z VI CD z_ 0 Q -J 0 01 h- z W z 0 O 0 Q d nc 0 V u u . u drawing no. 94 -200 sheet 1 of 1 j COPYRIGHT 1995 KNEZEVICH ASSOCIATES, INC. BUILDINGS < 60 FT. I. PRODUCT TESTING g tnta. etstomtus 31'L i1£ 9$ s* VociLoc14 Issue Date: 9/29/2006 Owner's Name: JULIE SANCHEZ Permit Type: Windows /Shutters Work Classification: Door Replacement Job Address: 372 98 Street NE Miami Shores Village, FL Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 03/28/2007 Contractor(s) Phone Primary Contractor HOME OWNER Yes Additional Information Type of Work: Additional Info: In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated. Fees Due CCF Education Surcharge Notary Fee Permit Fee Scanning Fee Technology Fee Total: Building Department File Copy Applicant gnature No of Openings: 1 Classification: Residential Amount $0.60 $0.20 $5.00 $110.00 $3.00 $2.75 $121.55 Parcel #: Block: Section: Permit Status: APPROVED Permit Number: WS -9 -06 -2341 Phone: 1132060135680 Lot: PB: Total Square Feet: 0 Total Valuation: $ 1,000. Required Inspections Final Invoice Number WS Total: Amt Due $121.55 CkL12: 03°! Amt Paid NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. PLEASE CALL LEEANA 305 - 336 -3189 Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP -28410 Permit Number: WS -9 -06 -2341 Inspection Date: 12/07/2006 Inspector: Grande, Claudio Owner: SANCHEZ, JULIE Job Address: 372 98 Street NE Project: <NONE> Miami Shores Village, FL Contractor: HOME OWNER Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Door Replacement a 10 Phone Number Parcel Number 1132060135680 Lot: Wednesday, December 6, 2006 Page 1 of 2 Receipt Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Number: WS - - - 2341 Invoice Number: WS - - - 26157 Applicant: JULIE SANCHEZ Company Name: Date Tuesday, October 3, 2006 10/03/2006 Check Payment Type Check Number 2225 Owner Address: 372 NE 98 ST MIAMI SHORES, FL 33138 Job Address: 372 98 Street NE Miami Shores Village, FL Amount $121.55 Change $0. 00 Total Payment: $121.55 Page 1 of 1 • BUILDING 1 1 PERMIT APPLICATION ( FBC 2001 OI2i)O coAQ Permit Type (circle): Owner's Name (Fee Simple Titleholder) Owner's Address 3') 2... City M ( `4(1(/Te State Tenant/Lessee Name Job Address (where the work is being done) City Miami Shores Villa e Is Building Historically Designated YES Contractor's Company Name Contractor's Address City Qualifier Architect/Engineer's Name (if applicable) $ Value of Work For this Permit 4 lL pcj Type of Work: Describe Work: Code Enforcement $ Total Fee Now Due $ I aI .' 3 (Continued on opposite side) Miami. Shores Village ` C mmmt D Building Department 4 7 6 it g p �� � 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. W3O(3 - 03 l ( Master Permit No. Electrical Plumbing Mechanical Roofing L4, YeAKsori Phone # a dS 336 / c� 9 ( �tl State County Miami -Dade NO Phone # State Certificate or Registration No. Certificate of Competency No. ❑Addition ❑Alteration IDNew A-oh -r 4r4 (mod_. * * * * * * * * * * * * * * * * * * * * * * * * * * ** * es * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ i/D - CCF $0 CO /CC. Notary $ Training/Education Fee $ 0 Technology Fee $ d : 95 Scanning $ E' C � Radon $ Zoning Bond $ Structural Plan Review. $ ‘,1„CL3 et 0 3 rta Zip 3 3 03,1?-' Phone # Zip Phone # Square Footage Of Work: Zip •3Z Repair/Replace ❑ Demolition c-- •t Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspecti n fee will be charged. Signature 4 - Contractor The foregoing instrument was acknowledged before me this 0 The foregoing instrument was acknowledged before me this day oft 1 , 20 al by u G( /Cl kS)N1 day of , 20 by who is personally known to me or who has produced' Owner or Agent ' NOTARY Sign: a` ' ; Sign: Print: 1.1111.1W n � ' ~� Print: My Commission Expires: My Commission Expires: **** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *********************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** • * * * * * * * * * * * * * * * * * * * * * * * * * * * * *s * _ * * * * * * *s * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * APPLICATION APPROVED BY: chc 05/13/03 Signature who is personally known to me or who has produced As identification and'yh?'did take an oath. as identification and who did take an oath. ' Nii)I'41RY PUBLIC: '1. / /5/6 Plans Examiner Engineer Zoning VILLA GE OF MIAMI SHORES` OWNER BUILDER DISCLOSURE STATEMENT NAME: 1 4/J YC I KS U - - - -- ii DATE: - l (..� - C) ADDRESS: 31 Z Pi Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.1.03(7). And 1 have read and understood the following disclosure statement., which entitles' me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two - family residence. You may also build or improve a cornniercial building at a cost of $25,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.1.C.A and with- holdings tax and provide workers' compensation for that employee, all as prescribed by lair. Your construction must comply with all applicable laws, ordinances, buildings codes and zbning regulations. Please read and initial each paragraph. I. 1 hold title to the above property and 1 am planning on doing this construction Initial Initial Initial I understand that as an owner - builder 1 must abide by all zoning ordinances and building regulations in effect at the time of permit application Initial 3. .1 have an understanding of the 2004 FBC & FRC and understand that this department and its inspectors are there to help enforce and interpret the code. There is a copy of the code in this office for review. 4. 1 understand that the building official and inspectors are not there to design, alter or give advice on how to meet code —. only if the structure meets the minimum code. 5. I understand that as an owner - builder, that any contractor disputes with sub- contractors and myself must be handled in a civil court with the advice of an attorney. The department will not mitigate'any contract disputes. Produced there se or WNER. 11 ;1, f.'bev, A x`1984 � , � P Expi� • p �0 ®7 � L��.`� pe'qa II .111 \, A tnk �• ( Yip gne. Initial I understand that if I compensate any person or company for work performed they are required to have a business license in the county. If for any reason they do not .posses a business lic I will be responsible and liable for any wrong doing from this unlicensed Company-or person. Initial 7. , I uriderstattd that if any.person.gets injured on my construction project —they are entitled to wdrkriien's compensation. And if they do not posses a workmen's policy I could be held liable for all doctor and related cost which could include loss of wages during recovery from injury.' Initial 8: I. understand that under state and Ioral laws I can not do •any Electrical, Plumbing, Heating, Air & Roof work on my property with out first . obtaining the proper permits by licensed contractors. Initial Was acknowledged before me this .1 day of 6' p '20 04 . • • ) By LcancA ; r-csoi-J who Was personally known to me or who has as identification. NOTARY ScoP . a.v., aaanvV Jl.VU1511 1 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICJE OF ACCEPTANCE (NO Ann Traco Windows & Doors 71 Progress Avenue Cranberry Township, PA 16066 • .. • J ULi 0 • • • • • • • O(7 - z� • • • • .. • • • . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ' = - D'4 Qpt FLORIDA •' • METRO-DADS FLAt3LER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 • • • • • • • M'1, RARIDA 33130 -1563 • • : 0O1) X15.`1101 • •FAX (305) 375 -2908 mgmEwl"' SEP 4 2000 B Y: -N` This NOA is being issued under the applicable rules and regula " : governing the use of construction materials. The documentation submitted has been reviewed by Mi ade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accxpted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction- BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or materialfai]s to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with. the Florida Building.Code, includiuitlre High Velocity Hurricane Zone. DESCRIPTION: Series "Doral 3" Outswing Aluminum Patio Door (L.M.I.) APPROVAL DOCUMENT: Drawing No. 04. 113- -OOIA, dated 121/04, titled "Series "Donal 3" Outswing Aluminum Patio Door -L.M I. ", sheets 1 through 6 of 6, prepared by Traco Windows & Doors Inc., signed and sealed by Frank LBennardo, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturers name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL, of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERM/NAT1ON of this NOA will occur after the expiration date or if there has been a revision or change in the materiab, use, and/or manufacture of the product or process_ Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTIISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiation date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence page E - land E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 04- 0122.17 Expiration Date: April 22, 2009 Approval Date: April 22, 2004 Pagel PRODUCT CODE Write appropriate letter in box R = Reset Product M = MAP Product (ME for End Cap, MW for Wingstack) S = Special Order N = New Item/No Home C = Cross Merchandising Program SKU or DESCRIPTION QUANTITY: e HDS -4023 NON - STRIPED (Place an °X° in box) DATE: ( (11 � °6 NAME: DEPARTMENT 6L1 (0 o / b(Jbs (A) •• • • r • •• • •••• • • • • • • •••• • • •••• • • • • • • •••• • •••• • • • • • • • •• •• ••••• • •••• • • • •••••• •••• • ••• • • •••• • • •••: • • •••• a • • • • •••• 4 . •••• • • • • •• •• • • • • • • •-••• • • ••••t • D Na • • •iy••• • • • • •ids•• • • eeeee • • • • •• V 0 0 1 7 0 • 1A5 3\4A5 GAS 3 a \ µ EXTERIOR ELEVATI P- MULLION SIDELITES AS SHOV /M, OR OXX, XXO, 0 ` " , XQ �• ' • r))( CONFIG USE TYP. IAMB FASTENING Cn � � N FOR ALL CASES, AS SHOVIN (N.TS.)_ CLUSTER OF 13) ANCHORS (REF ANCHOR NOTES, SHEET 3), AS SHOWN.'EXCEF•T FOR 412 SCREW OR 3/16' TAPCON INTO W000 OR WOOD BUCK WHERE (4) ANCHORS ARE RECD., 3' MIN. SPACING BETWEEN CLUSTER ANCHORS (TYP. TOP & BOTTOM) IYPk AL • Mitt • • •••• • Y•W•a+ w- 0 Q •_I!,• x 0 ri a u_ U � U Z 0 Z L71 Lo co a) SIDEL(TE PAPI£L WIDTH (36' IAA; <) • LEAF PANEL WIDTH (36' MAX) LARGE MISSILE IMPACT RESISTANT 1 OUTSWING DOOR WITH SIDELITES OVERALL FRAME won-4 (144 MAX) LEAF PANEL ' /MOTH (36" PAX) CLUSTER OF (5) ANCHORS (REF ANCHOR NOTES, SHEET 3), 3' MIN. SPACING BETWEEN CLUSTER ANCHORS (TYP. TOP & BOTTOM) SIOEUTE PANEL WIDTH F +-- (36' MAC() 12' )TAX TYP 6' IAA�X TYP GENERAL NOTES: J. THE SIVING DOOR SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTIS IN COMPUAJICE WITH THE FLORIDA BUILDING CODE 2001 (HIGH VELOCITY HURRICANE' ZOfE) AND MIAMI -DAOE COUNTY PROTOCOLS TAS 201, 202 6 203. 2. A 31.1/3% INCREASE 111 ALLOWABLE STRESS FLAS BEEN USED DI THE DESIGN OF THIS DOOR SYSTEM, 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WIN THIS DOOR SYSTEM SHALL BE OETERPUNED BY OTHERS ON A.I08- SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CCOE. 4. THE DOOR SYSTEM DETAILED HEREIN HAS BEEN TESTED PER MIBMI -DADE COUNTY PROTOCOLS TAS -201, TAS -Z02, & TAS -203 AS REFERENCED IN TEST REPORT 40021. 1007 -03 BY HURRICANE TEST LABORATORY (IfTL). 5. THE DOOR SYSTEM DETAILED HEREIN IS GENERIC AND 00ES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL APPLY FOR ONE -TIME APPROVAL AND PREPARE SITE SPECIFIC DOCUMENTS FOR USE 1N C01uuNCTTO?I wi1N THIS DOCUMENT. 6. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF 11-i6 EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS. WOOD BUCKS ()TOT BY TRAM) SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE. 7. DOORS PANELS GLAZED WITH 7/16' LAMINATED GLASS ARE LARGE MISSILE IMPACT APPROVED. NO PROTECTION REQUIRED FOR ALL INSTALLATIONS. 8. ALL STEEL 1PI CONTACT WTTH ALUh1I1LUM SHALL OE PAINTED OR PLATED. DESIGN PRESSURES: +55 PSF / —60 PSF iARP.T :419Yi1 SHE I Of PRODUCT CODE Write appropriate letter in box R = Reset Product M = MAP Product (ME for End Cap, MW for Wingstack) S = Special Order N = New Item / No Home C = Cross Merchandising Program SKU or DESCRIPTION QUANTITY: J DATE: q HDS -4023 NON - STRIPED (Place an 'X° in box) NAME: DEPARTMENT G(14690 go ,,✓Dv✓ o� t •• • • • • • • • •••• • • •••• • • • • • • •••• ••• • • • • • • •• •• •••• • •••• • • • •••• • ••• • • • • •••• • •I • • •••■ • •• • • • • • • •••• • • •••• • • • • • •• • • SIOCUTE PANEL , (36" I WIDTH MAX) 24" TYP -1 %/ i 0 { 1 • x \ � �. . -d x !! X 1 It �. SIOCUTE PANEL , (36" I WIDTH MAX) 24" TYP -1 %/ i 0 { j/ • • • • • • O 0 7 7 0 • - J CLUSTER HGR NOTES, SHEET 3'141N. SPACING BSTNEEN CLUSTER ANCHORS (TYP. TCP & BOTTOM) • • • •• •• •• • • •s • X QN • •y • •• o• V A z ° 0 w w M ,41 U W ? j ¢7 VDELITE PANEL ]TH Or MAX) • • • • • • • • • • • • • 0 a 0 0 0 •• ( LARGE MISSILE IMPACT RESISTANT OUTSWING DOOR WITH SJPELITES FRAME WIDTH - 7E51E0 SIZE =J48 4 © EXTERIOR ELEVATION: TUBE- MULLION SIDEUTES AS SHOWN, OR OXX, XXO, OXO, XO, OX, XX, 0, or X COIJFIG USE TYP. JAMB FASTENJ CONFIGURATION FOR ALL CASES, AS S1COW21 (N.T,S,) i • 6° J.W iYP DESIGN PRESSURES: +90 PSF / -90 PSF 7/16' LAMINATED GLASS: 3/16° as x 0.090" SOLUTIA SAFLEX P/B x 3/I6" HS AD4ESWE BEDDING COMPOUND 5/9" TYP GLAZING DETAIL (LEAF oR s1t L ITE) FULL SCALE - y Re 0" RiPT■Cm4 _ -: riT.lbl 5 4EE 2 c6 • • • •• L ,••• • J • 1 • • • • • • •• 7) 0 0 9 7 0 7 7) 0 3 D 3 EXTERIOR PERIMETER SEAL TYP. BY OTHERS ENISTING STRICTURE loPTitVI.(L Ix OR 2)I WOO BL1( BLOT SH01YN) PERIL!. SEAL FL OTHERS • • • •• • •• • • • •• • • • • •• • • • • •• • ••• •• • • •••• 0o i • eee e • GLAZING a • • a •o • o •31 • • z •� •• c6 a S£C AN:80R NOTES FOR 4HCHOR ✓ ff p 6 AND EN BEDUENT. SEE m — ELEVATION TOR LOCAT)cGS 1c a W SPACING. • • •••• • ••• SEE N(CHOR )10TIS TOR AU12. R TYPES AHD E1IBEDHEM. SEE ELEVATION FOR LOCATIONS 8 SPACING n • NO SILL RISER 6 - Gii REOV WHEN MAD ` 4Y %IULL101I •E LsER LPL• ]� 1 1!� ` . ® SECTION OF RESIDENTIAL DOOR HALF SCALE 1/4' SHIN MAX. BY INSTALLER ALL SCREW HEADS TO BE SEALED BY 1NSTALLR TYP. AT HEAD MO SAL. FIELD APPLIED SEAL it 0 ASTRAGAL DETAIL HALF SCALE USHBOLT ACTIVATION tWR OH IIIICE TOP I)D '001101E AT AC7IYE ANEL LT.. • = • a41• 71:.19 $ SA1 1 16 0 • A • ELCO) WITH 1.1/2" M1111191M EMBEDMENT. NOTE: EXTERIOR AND INIEft7OR FINISHES, BREAK METALS MO FLASHING BY OTHERS. / 1 /4' ktA'. SHAH S( rUSTALLLR FRAME WIDTH MASONRY OPCHAIG ALL SCREW HEADS TO BE SEALED 3? INSTALLER TM. AT MAL ANCHOR NOTES 1, ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 2. ANCHOR EMEEDMENT SHALL BE INTO BASE ?MATERIAL EXCLUDING STUCCO OR OTHER WALL FINISH. 3. BASE MATERIAL SHALL EE WOOD (G-0.55 OR GREATER SPECIFIC GRAVITY), GROUT -FILLED BLOCK (MIN 2000 pal COMPRESSIVE STRENGTH FOR GROUT), oR CONCRETE �� EXITTT1116 4 N SEE EXTERIOR ELEVATIONS FOR ANCHOR LOCATIONS N4D SPACING, ' 5TRUCTURE 5. ENSURE MINIMUM OF 2 -1/2' EDGE DISTANCE FOR AdLANCHDRS INTO GROUT-FRIED BLOCK OR CONCRETE AND MINIMUM OF 1 -1/2• EDGE DISTANCE FOR ALL WOOD ANOIORS. 6. ANCHOR OPTIONS FOR INSTALLATION ARE AS FOLLOWS: TO CONC Ql GROUT -iLLED BLOCK (DIRECTLY OVR T R.0 1x OR 7x WOOD RUCK) 3)16" OR 1/4' TAPCONS (ITW OR ELCO) V!ITH 1 -1)4' MINIMUM EMBEO?•IEKT TO OOIIC OR GRGUT•FILLED BLOCK. E))STIIIO STTI:GTT)RE (OPTIONAL Ix OR n( wood" BUCK NO I• ROAM SEE AI HCH NOTES TOR ANCHOR TYPES AHD. F),IBEDME1.0. SEE ELEVATION i FOR LCCATXAS d( SP4CINC. o- 1/ JAMB DETAIL HALF SCALE DINO 1At P:fla LL Ita a -1aei i.1i S.NEI 3 CF 00 0 • Ln • • • • • •••�•• • r ` • r-.1 •••4•• • • • O • • • LEI 00 L7 00 tT CS7 00 E }TS 1 0.41FUCTURE ?oPTlCYML IXOR WOOD BL>rKND7 _ `' cFt• owCHOR NOTES FOR ANCHOR NOTE: a a • • • • • •• • ••• • PERIM. SEAL • BY OTHERS • • • •• • • • • • • • • • • •s •• •• •• • • • •1 • •••• •}• •• • • I • • 4• • • Q•1.• l•r • o e lL c O • •• SEE NLCHOR NOTES FOR ANCHOR TYPES AND ENBEDNEM. '.XE ELEVATION FOR LOUIIOIIS 8 SPACBIG !T LS AND ENBFOUENT. SEC EXTERIOR AND IN1ER)OR FINISHES. o ELLVATICN METALS LOCATONS d. BREAK CTALS Af10 FLASHING sPAtuw. BY OTHERS. O SECTION OF RESIDENTIAL DOOR HALF SCALE I/A SHIN MAR. BY .3IITALICR I /a' MA 1. SHW sr R:stALLTR ALL SCREW HEADS TO BE SEALED BY LiSTA1LER TYR_ AT HEAD AIID SILL NO 8111 RISER REM W1IUI SW MUL1ADH R8 l.SEA EXTERIOR USHBOLT ACINATION LEVER Oil 111IICE TOP VID OOTTOIA AT ACME • PANEL O ASTRAGAL DETAIL HALF SCALE ANCHOR NOTES: 1, ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S FIELD RECOMMENDATIONS. APPLIED 2. ANCHOR EMUDMEKT SHALL 8E INTO BASE MATERIAL, EXCLUDING STUCCO OR OTHER _EA. WALL. FINISH. 3, BASE MATERIAL SIIALLEE WOOD (G -O.55 011. GREATER SPECIFIC GRAVITY), GROUT - FILLED BLOCK (MIN Z000 psi COMPRESSIVE STRENGTH FOR GROUT), OR CONCRETE (MN 3000 PSI) -- �ExISTT1IG 4. SEE EXTERIOR ELEVATIONS FOR ANCHOR LOCATIONS AND SPACING. BTRUCt1R6 5. ENSURE MINIMUM OF 14/2' EDGE DISTANCE FOR ALL ANCHORS INTO 0ROUT•F1LLED BLOCK OR CONCRETE ARO MINIMUMI OF 1 -1/2' EDGE DISTAPICE FOR ALL WOOD AHOIORS. 6. ANCHOR OPIIOTLk FOR INSTAIIATION ARE AS FOLLOWS: TO 2x WOOD SUCK OR Wow RE TO CONG OR GROUT -FILLED ROC( rl2 5145, 3/16' Olt 1/4' TA (DIRECTLY OR THRU lx OR 2x W000 BUCK) ELDO) WITH 1.1/2' MINIMUM EMBE MENT. 3/16' OR 1/4' TAPCONS (ITW OR ELCO) WITH 1 -1/4• MINIMUM EMBEDMENT TO 00110 OR GROUT -FILLED BLOCK. FRAME WIDTH MASONRY OPENV/G ALL SCREW HEADS 10 BE SG/LED VI INSTALLER TIP. AT .NNE. PERIMETER SEAL TYP. BY OTHERS JANIE DETAIL HALF SCALE 1/ 4' SEE AL HCR NOTES T OR ANCHOR TYPES AHD. EMBED.NENT. SEE ELEvANORI FOR LCCATI LS .Ic SPACIr 3. MAF 0 n r7 I 0 7 0 1 1 7 1 .1 1 - EY+IS talc STRL TURe (CPT0NAL IX CR 7X D LY1c SNX/ /IIII a KINIEEER SEAL (RY 0TI#RS) 0 r-y LU C3 0 SEE ANCItOR NOTES FOR *KKR PES AND EVBEOMEIO. SCE ELEVATICN FOR LOCATIONS & SPACING. 0 Ci C.) SECTION OF SIDELITE HALF SCALE SEE ANCNCR NOTES n FC A MCI4OR FIRES AILO £AIBEDMCNT. SEE ELP /AMEN FOR LOcAro J5 & SPALIIIC. — 1/4 SHIM VAX. BY laGMLL.ER ALL SCREW IiCADS r To 8E SEA LEO BY IM INSTALLER TYP. AT HEAD AND SILL. ExISnNG STRUCTURE ocis NEG STRUCTURE L'OPTI U.IX OR 2% WOO DUCK NOT SHOW 1 EY(ERIOR AND INTERIOR FINISHES, EREAH METALS AND FLASHING BY OTHERS. F. 4(8 x 2 in- FLT SMS SEE ELEV. FOR LOCATION EXTERIOR• • FRALEC WIOTH FRAME MOTH MASONRY OPENING 1 1) SECTION OF SNAP - MULLION SIDELITE EXTERIOR HALF SCALE FRAME MOTH — SECTION OF TUBE - MULLION SIDELTTE HALF SCALE ALL SCREW HEALS To LIE SCALED 0Y INSTALLER TY AT JAMB. APPLY STRUCTURAL SILICONE TO BOTH LEGS PRIOR TO SNAPPING MULLI011 PARIS TOGETHER. 1/4" SHIAI MAX BY INSTALLER PERILIEIER SEAL / EN 01HERS ALL SCREW HEADS TD BE SEALED BY INSTALLER TYP. AT JAMS. ••••v • •••a•• PERGIETCR SEAL • • • BY OTHERS • • FRAME YIIDTH •••• MASONRY OPENING • • • • • • •• • • • /7 STRUCTURE / / (CPTlWlIl Ix CP X %WOO &UG( SI&0(MG D t i EMBED SEE : NCt'R IK01ES FOIL xsICKIR TYPES EMMEO.HENT. °SEE ELEvAIIOII FOR {OCXi e S 4 SP.0H0. 1/4" SHIM MAX BY INSTALLER SEE A'ACFX)R NOTES FOR ANCHOR TYPES AND EyIAIL P SE4 ELLVATVIN TOR 49CATiONS Lt SPACING. • • • • • • •••• • • ExIS11RG STRUCTURE I cPT1CNAL IX OR 2x woo ° SUCK aro •••• •••• • •••• •••• • • •••• ,. SHEE' • 4 cF• • 0 7 a SICiElfl i PANE TOP AND BOTTOM COMER • §EALAUTSI ALL FRAME AND LEAF CORNERS, INSTALLATION SCREWS AT SILL AND JAMBS AND BOTTOM GLAZING BEAD SHALL BE SEALED WITH SCHEE MORE) EAD 5504 SEALANT, HJMGES; 4' LONG ALUM. BUTT HINGES WITH .312 DIA )( 2•1/2 AWM PIN, BRASS SPACER AND NYLON CAPS AT 3 I/L' FROM TOP & BOTTOM AND AT MIDSpAN LOCKS: STANDARD STEEL THROW BOLT LCCY., KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR 39 I/2• FROM BOTTOM AT ACTIVE LEAF LOCK STILE CONVENTIONAL LCCKSET V/ITH LEVER TYPE OFERATOR / HANDLE AT ACTIVE LEAF LDCJ(STILE NEAR MIDSPAN STANDARD FLUSH BOLTS, MANUALLY OPERATED AT TOP AND BOTTOM OF EACH ACTIVE AND INACTIVE LEAF SIOELITS PRONE TOP A110 BOTTOM COPPER . i )1LRIJOJJ GLAZING INSERT TAsTE1lER SPACING 12' MAX TtP 6" AI.NC TIP • * 4 I • • • • •3p •••• • .a..•• ••• • • •••• •F•••• e 0 •• •• • • • • • • • e e • •• • •••• • • • •••• • •• • • • •••• • • • •••• •••• • •••• • • •• • • • •• • ••• ••• • ••• • ••• • .•• ••• • SHEET: ••• •5 OF 6 •••• • • • MATERIAL UST ITEV NO. PART IIUuOLR L7,JUMEY CE2 RIPTION )4ATER4AL liAMr. /SUPPLIER /RCO.URKS I 0`A - 536 1 /000R 2 /SIDr3.9TE AIRNU FRAME HEAD ATRIUAI FRAME Ft?AU LX4 5 L 6063 -16 TIFTCN OR EOLrv. 2 050 -309 2/ LEAF DOOR L EAF T0P & PO TT011 RAIL 6063 -T1 ALL/MAX OR EQUIV. 3 050 - 002 I/ SIUEUTE S!IAP CAIRILL'!ER 6.063 - - 4 0.50 -763 4/ GLASS L476 GLA2l0 SUB fRA1.ti 6063 -T6 TIR011 OR CQUN. 5 U_o - 1J1.1 1 m DOOR 1F44C.S-MCLO E06.1 - -15 M.UILA1 OR EOUN. a 00.0 -29Z 2/ 0000 1/ SIOELR£ ATRIUM FRAME JAl1B 6063 -T5 TIMM CR 00004. . 7 051 -399 2/ LEAF RES33ENII,L DOOR PANEL VERTICAL STILE 5063 -T5 TIFTCH OR EON. 050 - 455 1/ LEAr GAP CLOSURE 6083 -15 DITCH CR COON. 10 04 10D6 AS 2E00. 2" X 4" Ne M0.AL101I 6063-75 TRECO 011 EQUN. II OP-0 - 124 AS R£QD. 1' r I 1/4" x I/9" AIIGLE ALU51R3UA - 1 2 050 - 764 AS ROOD. cu294D BEAD 6063 -76 TIFTON cR EOUN. 13 012 -00 -401 A5 RECD. 110 x 1/2' FLAT HEAD 5CRE'A' - - 4 4 AS RECO- - 1/8' SWM PLASTIC - 15 - (1/ FPAME IT 10 X 1' COC1R FRAME ASSEMBLY SCREW - - 16 007 - 1.1 - 0390 AS RE00. DOOR NAI IDLE - 1.MRECLLO 17 - 4/ LEAr L /2' SELF LOCK IIUi sTELL - 18 - 2/ LEM )/2' ROD (2 X PANELS) STEEL - 1 9 - 4/ LFAF l /2' rLAT WASHER STEEL - • 20 - 4/ LCAr 1/2' REA:ULAR AUT - - 21 051 -181 3/ LCAr HINGES - - 22 007 -10 - 051 2/ LEAF STAtICJ'D FLUSH BOLT - - 23 - 4 MI6. 1/2' Skis - - 24 20 - 41E1 AS RE00. BULB \ILIYL W4YL - 25 4/ LEAF BLOCK 400 GUIDE 20 050 -10 -765 4 SILL RISER ALLA4INUL Ski RISER 27 - I/ LEAF I X .050 ALUN &4R (BETWE£11 I,ERIICALS) 4LWJIJI - 28 047 -10 -Ulf AS RCUU. FIN SEAL WEATHER-STRIPPING - - 00 CO Lr7 03 CO CT) L!") LC C�3 1.70 0.530 1-- 1.07 111362 _L__. GLAZING SUB1RAME s0. _ C57 t � THRESHOLD 4.000 --�- -� —0.125 0.063 J 1 H -1006 TUBE MULLION DOOR STILE 2.060 0.072 0.750 0.590 ATRIUM FRAME HEAD /SILL 0.076 UJ178 1.590 4.900 DOOR FRAME JAMB -� 1057 1091-•11 0.975 SILL RISER 3.500 0.0 f -- f 0.580 D.750 0. 75 _1_ 1 GLAZING BEAD • • •.• GAP CLOSURE " • 0.500 T DOOR STOP 4.003 0.500 • • • •..• •.• • • • • • • •••• • 0 • •• •• • • • • • 0 0 0 •. • 5.000 —1.750 ---- r -1.625 DOOR TOP/ BOTTOM RAIL • 0•• • • •••• • •• • • • •.•• .... • •0•• • •••• • • • • 0.078 --� -- r 0.07$ � l •••• •••• ••.• • • .•.. • • • • 91-eE' 6 GF