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ROOF PERMITDate ` 146 Address /t/ l% (-5 Owner/Lessee / Tenant L -v e (. yv \ Owner's Address 4" V ,U 6 • 2 i Square Ft. 30 fitp._ i 2e Ceal4i–ea• of owner and/or Condo President e2? .- (02/)-d Notary as to and/or Condo Presi My Corium Srevctv FEES: PE Zoning ✓C Building APPROVED: Mechanical L5• 77 PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Legal Description GI/ / �2 S /3a( / / (- f c°/1/2L / `1 - /O/ Contracting Co. -/ ///e ,"• ��icj;9 P ,Dive ghti / ,m-a • N' i5 es: OFFICIAL NOTARY SEAL 1P a �� S MAROARTA MONTIEL 2 1 r P r f n COMMISSION NUUBER 4 •s , CC79727 MY COMMISSION 2 0 ES OF F�•O DEC. 17, RADON Date Date Tax Folio / / 3 0 7, 0NJ /7 0 03 d Historically Designated: Yes No Address Master Permit # 4. 4lo,.ro,5 Phone 41 4 SS# % Phone Fa-f' -6°d-1- /.r-ra Qualifier State # Municipal # 7 .7 / S OO a-/ ' Competency # Architect/Engineer ~r . Address 4/ U d ✓ , 7G Bonding Company — Address Mortgagor Address Permit Type (circle one): BUILDIN G ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION ,� `'/�O /441 e Estimated Cost (value) J. 1,/6 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 stat -- Signature of Conira�ior or Owner - Builder %-' = Notary as to Contractor or Own My C •ssion Expires - _ OFFIC ""4 • Y SEAL MARIA SANTOS NOTARY.P.UBLIC SPATE OF FLORID :N COMMISSION O:. C6fI6541 TOTAL DUE k 3( 60 (3(101 Plumbing Structural Engineer 4 Y..3 Electrical Ins. Co. pO/9 - 'Cif 14.4 e e Date - MA) 'Date Qualifier •To4}r.1 l 0 R E2 Date '1 /i 114 Job Address L ilo 4 WE, PERMIT APPLICATION FOR MIAMI SHORES VILLAGE ** * * * Notary as to Owner My Commission Expir . SyP P(/g OFFICIAL NOTARY SEAL. O <i BARBARA ANN FUOAZZI 2 Zl�Sr 0 * * COMMISSION NUMBER TA ;�a Q CC360191 7lF Q O -m COVAMISSIOP* EXP. OF F\ O MAR. 29 1998 FEES: PERMIT 3O- 0 RADON C.C.P. APPROVED: Fire Zoning Build' Mechanical Plumbin 1 r Legal Description Owner / Lessee / Tenant M r-. DAY'S Master Permit # 36-5 G . Owner's Address L4 (o 4 N.E. / 1S T Phone ?A-7 r) g 7 9 Contracting Co. - 31,E40 Wee _t ?eet sa Address 2 J 31 �•W • rl 9 sr SS# - State # Municipal # Competency # 1 mg Tax Folio Phone Ins .Co. (�rk kiln 43 Architect /Engineer Address Bonding Company Address Mortgagor Address Permit Type(circle one): BUILDING � ELLECTRICAL PLUMBING MECHANICAL ROOFING PAVI G TPENCE SIGN WORK DESCRIPTION " RE. f JRee� py.. LL 1� �t asp &lefi,Ae-o qp 1,La , „ 1 1[144 -) Square Ft. 3 do ? Estimated Cost(value) 'Ty DC> 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 iFFI15AVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. Signature of owner and /or Condo President Signatu Date: Date: Aii iiillp if / • e of Contractor or Owner - Builder 10/./fgAi 9/mhy rib • - e op ; epnBu ildn>al. !te BARBARA ANN FUGAZZI * COMMISSION NUMBER 'I' `a `� CC360191 / � - 4 MY COMMISSION EXP. * * * OF F* PAR. 24. 1998 ** Notary as to Co My Commission E TARY TOTAL DU 7 .527 Other Electrical Engineerin& SCREEN ROOM W /ALUMINUM 3" RISE ROOF PANEL PRODUCT AUTHORIZATION FORM MARCH 17, 2000 MIAMI SHORE BUILDING OFFICIAL 10050 NE 2nd. AVE. MIAMI SHORE, FLORIDA WE ARE THE DADE COUNTY NOTICE OF ACCEPTANCE HOLDER FOR THE SCREEN ROOM W /ALUMINUM 3" RISE ROOF PANEL UNDER NUMBER 96- 1101.03 THIS LETTER AUTHORIZES ALUMINUM EXPRESS TO USE OUR 3" RISE ROOF PANELS, APPROVED UNDER NUMBER 96- 1101.03 TO BE USED AT THE FOLLOWING JOB: SINCERELY: 0 4L14.64A-1.4...) HIALEAH IN DAGMARA FIGUERAS VICE - PRESIDENT Hialeah Alum. Supply Inc. 2360 West 76th Street Hialeah. Florida 33016 EVELYN WINSOM 464 N.E. 91st. STREET MIAMI, FLORIDA 33138 INC. 1.- This form must accompany the application for building permit and shall become part of the permit documents. 2.- The authorized signature must bear a raised corporate seal of the company holding the Dade County Notice of Acceptance. �� PRODUCT CONTROL NOTICE OF ACCEPTANCE Hialeah Aluminum Supply, Inc. 2360 W. 76 Street Hialeah FL 33016 Your application for Product Approval of: Screen Room with Aluminum 3" Rise Roof Panel System 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 Hialeah Aluminum Supply, Inc. drawing number 96 -313 sheets 1 through 5 of 5 dated 03/21/97, signed by Walter A. Tillit Jr., P.E. (For listing, see section 7 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.:96- 1101.03 Expires:05 /08/00 ✓ THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL Approved: 05/08/97 Internet mail address: postmaster @buildingcodeonline.com CONDITIONS BUILDING CODE COMMITTEE METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375-2908 PRODUCT CONTROL DIVISION (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 Homepage: http : / /www.buildingcodeoniine.com APPROVED : MAY 0 8 1997 EXPIRES : MAY 0 8 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1.0 DESCRIPTION: This approval refers to an aluminum screen room. The roof consists of 3" Rise Roof Panels reinforced by 2" x 3" aluminum (6063 -T6 Alloy) panel tubes. The panels shall be of 0.050" thick and 12.0" width and made of aluminum alloy 3105-H154. The supporting frame is made of aluminum (6063 -T6 Alloy) extruded beams and columns. This screen room is as shown on the approved drawing number 96 -313 sheets 1 through 5 of 5 dated 10/08/96 and revised on 03/21/97 bearing the Dade County Product Control approval stamp. 2.0 INSTALLATION: The panels may be used on screen rooms with or without screened walls, attached to a structure at ground level adequate to provide support to the design vertical and horizontal loads imposed on and by the screen room. The installation of the screen room shall be as shown on the approved drawing number 96 -313 sheets 1 through 5 of 5 revised on 03/21/97 bearing the Dade County Product Control approval stamp. 3.0 LIMITATIONS: These structures may be used as a screen room in connection with Group 1 occupancy when deflection is limited to span/80 and the projection is limited to 12 ft. as detailed in Subsection 2303.3(g) of the South Florida Building Code. Panels limited to a deflection of span/180 may be used on roofs of screen rooms with projection greater than 12 ft. (utility sheds are not open structures) detailed in Subsection 2303.3(0 of the South Florida Building Code. The maximum design wind pressure for the screen room walls is 21.6 psf. The maximum design pressure for the screen room roof panel is +85.0 psf and -85.0 psf. These screen room structures can be attached to the masonry wall but not to the fascia or eave of the roof. Screen room mean roof height above ground level shall be Less than 15 feet. A registered engineer or architect proficient in structural design shall certify that the existing supporting structure is adequate to carry the superimposed loads from the screen room structure. 4.0 CONDITIONS OF USE: The design of the structural elements shall be based on the general notes, plans, elevations, sections, connection details and schedules shown on the approved drawing number 96 -313 sheets 1 through 5 of 5 revised on 03/21/97 bearing the Dade County Product Control approval stamp. Aluminum extruders shall certify that the raw aluminum used in these structures complies with 6063 -T6 specifications. -2- Helmy A. Makar, P.E., Plans Examiner Product Control Division APPROVED : MAYO 8 1997 EXPIRES : MAY 0 8 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 5.0 IDENTIFICATION: The screen rooms shall be permanently labeled with the manufacturer's name, city, state and the following statement "Dade County Product Control Approved" or the manufacturer's Logo and the Dade County Logo. The label shall be placed at the bottom of the chair rails at each panel of screened rooms and at each beam or column of the structures. Each roof panel shall be stamped with the same information. 6.0 SPECIAL CONDITIONS: Applications for building permits shall be accompanied by duplicate prints of the following: a) Copy of this Notice of Acceptance including approved drawing number 96 -313 sheets 1 through 5 of 5 dated 10/08/96 and revised on 03/21/97. b) Site adaptation drawing signed, dated and sealed by a Florida registered engineer or architect proficient in structural design, showing: Actual field conditions Size and spacing of structural members Type and spacing of connections Size and location of foundation as required c) Detailed Plot Plan 7.0 EVIDENCE SUBMITTED: TESTS: Laboratory Number Type Signature Date Laboratory Number Type Signature Date Miami Testing Laboratory 16832 Uniform Static Air Pressure Loading for roof panel, per ASTM E330 Roof panel test pressures are +70.0 psf and -170.0 psf. Roof panel Maximum design pressures are +35.0 psf and -85.0 psf. David G. Ober, P.E. 09/26/96 Center For Applied Engineering, Inc. 257825 Tensile testing of Metallic Materials, per ASTM E 8 -93a J. M. Bridenstine, P.E. 10/11/96 -2a- Helmy A. Makar, P.E., Plans Examiner Product Control Division APPROVED : MAYO 8 1997 EXPIRES : MAY 0 8 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS Laboratory Fenestration Testing Laboratory, Inc. Number 1617 Type Uniform Static Air Pressure Loading for roof panel, per ASTM E330 Roof panel test pressure is +170.0 psf. Roof panel Maximum design pressure is +85.0 psf. Signature Gilbert Diamond, P.E. Date 03/25/97 Laboratory Jupiter Aluminum Corp. Number None Type Certification of Physical properties Signature Michael Friel DRAWINGS Title Screen Room Number 96 -313 Sheets 1 through 5 of 5 Signature Walter A. Tillit Jr., P.E. Date 10/08/96 Revision Date 03/21/97 CALCULATIONS Title Screen Rooms Signature Walter A. Tillit Jr., P.E. Date 10/14/96 Revision Date 03/28/97 -2 b- II AAl., ' Helmy A. Makar, P.E., Plans Examiner Product Control Division APPROVED EXPIRES U 81997 MAY 0 8 2000 NOTICE OF ACCEPTANCE STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been tiled 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 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 Nonce 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 I, 2, 2(a) through 2(b) and this last page 3. Items 10, 11 & 12 listed below only apply to dazed products 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 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 conform to Security and Forced Entry Prevention, Chapter 36 of the South Florida Building Code. END OF TH IS ACCEPTANCE -3- I/ A Helmy A. Makar, P.E., Plans Examiner Product Control Division j n T. /3 • 4 November 2,1934 /V C:. ✓ S 7 ,t }t 14 17 /8 19 20 2/ f , • ,/47 90 67 suAi /Or/4: ryo/<✓_ /744 .5 . ...... _x.__.,11.. 4 .__ SURVEY FOR MR. CHARLES 'WOODRUFF n . Florida Registration Certificate Number 1891 LEGAL DESCRIPTION: The West ki of lot 4, & all of lot 5, Flock 1 of EL PORTAL Subdivision, as recorded in Plat Book 9, Page 101 of the Public Records of Dade County, Florida I HEREBY CERTIFY: That the sketch of survey shown hereon of the above described property is true and correct to the best of my know - ledge and bet Lef as recently surveyed and platted under nay direction; also that th,eLe are no encroachments unless shown thereon. Surveyor / ):L, 1 .'s 4 (t) ro C. 15. S.. 12S.."5 5/0/- ?. z •,q5" , WIA-t. i i: 1 7Qp.c._ 2 rr■ Cr ? QT3 -f) 75: - Lunn ciON1 iZeiOF TRIZOIDOsa c - „-‹ 0,,c ( 20' RA, L/ / ) 1 x j 1 MARK "H" Tw Tf 10 4 .055" .104" 11 6" .055" .120" 12 7" .070" .264" 13 8" .082" .224" 14 9" .072" .450" MARK "1.1" 0 .5- O 4" 0 5" 0 6" O 3" x 3" FLUTED POST R. 300' Q 2" x 3" PATIO SECTION SCE: 3 /8" = 7' -1 .250 SCALE. 3/8 = 7' SCALE. 3 /5" = 1" 2.944" 4. 000' .190" "I" BEAM ® "I" BEAM 1" FLAT .BAR 6063 - 75 ALLryWWUM ALLOY SCALE: .5/5' - 7" - �- R2260" R.062" SCALE, 3/4' - 1' 3.000' .093" 20 ('Typ•) J2 fro) 0 , @ 3" x 3" COLUMN 3. 500' 8.031" 725" .18a" r f SCALE: 3/8" = 1 SG4LE: 3/8' - 1' �•�- - ?.000 2" x 3" PANEL rep 2" x 3" TUBE SNAP COLUMN SNA SCALE 3/8' = 1' SCALE.' 3/4" - 1' 055' ( Typ.) 4.007 LAP BEAM oa0 & o x 4" COLUMN RECTANGULAR BEAM SCALE: .3/8' - 1' SCALE 3/8' - 7" w / 12 x 3/4' S. M. S. 75" 0. C 0D0--1 .062" (TYP-) TABLE 2 r ___ ZD00 � 1" x 2" PATIO SECTION SOME 3/4' = 7' 2 ., x4 „ BEAM,/COLUMN SCALE 3/8" = r" ."' TABLE 1 03P FRIGHT 1996 11LTECO. INC. /1TEZNC. GENERAL NOTES: 1. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH CHAPTERS 23, 28 .i 44 OF THE 1994 EDITION OF THE SOUTH FLORIDA BUILDING CODE WIND VELOCITY CONSIDERED IS 110 m.p.h. DESIGN WIND LOAD AS PER SECTION 6 OF ASCE 7 -88. 2. DEFLECTION FOR COLUMNS, BEAMS AND ROOF PANELS SHALL BE AS FOLLOWS: - L/80 MR ROOF PROJECTIONS FROM EXISTING STRUCTURE LESS THAN OR EQUAL 70 12 FEET WHEN USED FOR RESIDENTIAL OCCUPANCY. - L/180 R IR ALL COMMERCIAL PROJECTS AND FOR RESIDENTIAL WHEN ROOF PROJECTION FROM EXI57ING STRUCTURE I5 GREATER THAN 12 FEET. 3. ALL EXTRUSIONS 70 BE 6063 -T6 ALUMINUM ALLOY UNLESS OTHERWISE NOTED. 4. THE THICKNESS OF ALL EXTRUSIONS SHALL BE AS SHOWN ON THIS DRAWING. MINIMUM THICKNESS SHALL BE .055' WIN STANDARD TOLERANCES IN ACCORL14NCE WITH THE ALUMINUM STANDARDS AND (DATA 1988 EDITION", ALUMINUM ASSOCIATION INOORPORAIED. WASHINGTON, D. C. 5. ALUMINUM ROOF PANEL ALLOYS SHALL BE 3105 -H154. 6. ALL SCREWS TO BE 304 SERIES STAINLESS STEEL OP 2024 -74 ALUMINUM ALLOY. 7. ALL BOLTS TO BE A. 5. T. M. A -307 GALVANIZED STEEL OR 2024 -T4 ALUMINUM ALLOY. 8. ALL CONCRETE SHALL DEVELOP 3000 P.S.I. COMPRESSIVE STRESS AT 28 DAYS. WELDED WIRE FABRIC SHALL COMPLY W/ A57M A -185. 9. ALL REINFORCING STEEL SHALL BE A.S.T.M. A -615 GRADE 60 DESIGNATION BARS. 10. SCREEN USED ON WALLS SHALL BE 60 PERCENT MINIMUM OPEN. 11. ALUMINUM MEMBERS IN CONTACT WITH CONCRETE AND WOOD SHALL BE PROTECTED BY KOPPERS BITUMINOUS PAINT ACCORDING TO S.F.B.0 SECTION 3004.4 (d) AND (e). WHEN ALUMI NUM /5 04 CONTACT WITI/ PRESSURE TREATED WOOD. IT SHALL BE IN ACCORDANCE WITH THE S.F.B.C. SECTION 3004.4 (f). 12. IT SHALL BE RESP0NSI8ILIY OF THE CONTRACTOR 70 VERIFY THE SOUNDNESS OF THE THE STRUCTURE WHERE SCREEN ROOM IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. 13. MINIMUM SOIL BEARING CAPACITY TO BE 2000 p.s.f. 14. CONCRETE MID MASONRY ANCHORS SHALL 8E TAPCON TYPE ANCHORS, AS MANUFACTURED BY L.T.W. /RAMSET OR ELCO INDUSTRIES, INC., OR RED HEAD WEDGE ANCHORS, AS MANUFACTURED BY L T. W. /RAMSET. DAME; EMS AND LENGTHS SN4LL BE AS SPECIFIED ON DRAWINGS. MINIMUM PENETRATION INTO MASONRY LS 1 1/4'. MINIMUM P£NETRATIOAI INTO CONCRETE IS 1 3/4'. MINIMUM MINIMUM PENETRATION IS IN ADDITION TO ANY ADDED LENGTH REQUIRED TO PENETRATE EXISTING PRECAST STONE PRECAST CONCRETE PANELS, PAVERS OR TILES THAT COULD BE COVERING THE CONCRETE OR MASONRY WALL OR FLOOR. 15. 17115 STRUCTURE SHALL 8£ CONSTRUCTED FREE STANDING OR ATTACHED TO A C.B.S. YY/IH MEAN ROOF HEIGHT EQUAL OR LESS TI44N 60' -O'. NOTIFY 7)1/S ENGINEER IF THE ABOVE CONDITION (5 NOT COMPLIED WIN. THIS STRUCTURE SHALL 8£ INSTAL LED LESS THAN 15'-0" HIGH ABOVE GROUND LEVEL. 3.000" .145" .102' SCALE: 3 /8" = r TILER TESTING ! ENGINEERING COMPANY 6503 N.W. 361P. 51.. Re. 217. WOW. GARDENS. Fl. 3315E Phan (305)571 -1530 . Fax : (305)871 -15.31 WALTER. A. TILLIT Jr.. P. E FLORIDA Lic. 4416 1711. 110 ® 2 "x2 "PATIO SECTION SCREEN ROOM HIALEAH ALUMINUM SUPPLY, INC. 2360 W. 76th STREET HIALEAH. FLORIDA 33016 013C1111n1011 663E t.ENQUL 3121/67 77C:. S. i SCALE: J /8" = 7" arc CORNER COLUMN APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BULGING CODE DAT BY PRODUCT CO ROL DIVISION BUILDING .CODE COOMPLIAN E OFFICE ACCEPTANCE NO Ole - 10 I • DADE COUNTY AS SHOWN SCALE 10/6/96 DATE 96 - 313 DRAWING No SHEET 1 OF 5 .050 "R. (2) .202'+ .031'R 2.750' 1.875' --∎1 C HEADER SCALE: 3,.'8 1" .070' Typ. VALANCE 6063 -T5 ALUMINUM ALLOY SCALE: 3/8' = 1' .031'R. (3) .050'R. (2) ti "T" GUTTER 6063 -13 ALUM.NUM ALLOY SCALE: 5/8' 1' 2.063" � .050' Typ. 035'R. (3) cl ! r I 2 + 500 "�I N 3.000" 2/ 14x4'S.M.S 1,/1'x2" 3;3c ALUMINUM PLATE WASHER Typ. EA. ( TO BEAM / SEE DETAIL 'P' FOR PANEL CONh7GURATION @- ROOF PANEL SECTION SCALE: 3/8" = 1' / 14x3/4"S. S • 18' 0. C BEA 4 I 14 x 3/4' S. M. 5. EA PANEL TO BEAM W 2 - 1 1/4 • x .047' WASHER EA S. M. S. PANEL SCALE: 1/4" - 1' / 14x3 /4 "S. M. S. • 18" 0. C. START F/RSr SCREW • 3 1/2' FROM ENO5. DETAIL 2/4 CONNECTION TO BEAMS 3/4" x 3/16' nix. ALUMINUM STRAP ® M/OSPAN (1/1) W/ 14 3/4" S M. S O EACH RIB AND • EACH 1 4' s TAPCON ANCHORS 0 6' 0. C. (2 PER PANEL) 10 C. 9. S. WALL (Typ.) 3.000'' \ 6.000' 5/ 14x /4` S. M. S. 0 EACH PANEL AS SHOWN T T. PANEL ▪ 1 ' DETAIL X SALE: 1/4' - 1" 1 x.675' I f 4 H 2.000' DETAIL "P" PANEL CONFIGURATION SCALE: 3/8' a 1' / 14x 34' S. M. S 0 EACH PANEL (Typ.) /14 /4'SM.S • O EACH R19 (Typ.) DETAIL 1/4 CONNECTION TO HEADER PAN R8 BEAM BELOW SCALE: 1/4" a 1" r• .oDD' °7 r 2000' 2.000' APPROVED AS COMPLYING WITH THE SOUTH LIRIDA BUILDING CODE DAT 111 • . q� • BY PRODUCT CO ROL DIVISION BUILDING CODE CO MPLIANCE OFFICE ACCEPTANCE N0.% "lib! . £ 3 DADE COUNTY COPYRIGHT 1996 TILTECO, INC. ILTIETFI TILLJT TESTING & ENGINEERING COMPANY 8592 N.C. 38th. St. Sts. 217. V19G61N GINS. fl. 33166 P/on6 : (305)871 -1530 . fat (30671 -1331 WALTER A TILLR Jr., P. E. FLORIDA Lit. 44167 SCREEN ROOM HIALEAH ALUMINUM SUPPLY, INC. 2360 W. 76th STREET HIAL.EAH, FLORIDA 33016 KV. 69 2 0555 21/1101• 6WIE1u1 6aTt IV. S. 3/21/97 3 • otyu9nol+ OCT AS SHOWN SCALE 10/6/96 DATE 96 - 313 DRAWING No SHEET 2 OF 5 1� I I 1 4 ©------. t Y SCREEN _� \ 20 oR2 AT SCREEN WALLS _ dIg(DO o , !7 1 1 1 2 13 OR CD 000 OR OPEN (OPTIONAL) ALTERNATE TO EWE COLUMN USE r WWI BASE ANGLE Eo. S SEE CONNECTIOn spas. ON SHEET cRA 0 4:11D o (SEE SCHEDULE) 1 W SHEET 5 .......... (ID .. ................ ... ` 4' Conc. SLAB W/ d x d, W1.1, W1.4 W. W. M. (OPTIONAL 0 CARPORT) 1 � A -� It, I a } .:..... »_.... 2 ® ......__. 1 t j ....... _.._ �� ' i41= 11= 11= 1h�JI. 18' x 16 Cont. ... .. Cons A'g. / I —1-1— DET 5/4 L U I' — �\ _ J Col. EMBEDDED IN FTG. 4 ) VALANCE EACH SIDE (Cont.) ONLY O SCREEN ROOM j" � ' / / / % �'- Z - /- 1_ SEE BEAM SCHEDULE Typ. A9 SCREEN ROOM /CANOPY ROOF PAN. Nu". Co. yyP� ON ' AT r Rf� R OW. 26 rm. BCAU (010.) GIJ11t4 (ConL) V BEAM SPAN OR CoI. SPACWC N. T. S. 3 H srw ZS t.) (Z'R) BEAM SPAN OR ROOF PLAN - MONOSLOPE ROOF (OPTIONAL TO CLIP LS) R6/ cc. (To) BEAM SPAN OR CoL SPACING Col. SPACING SCREEN ROOM (W/ OR W/0 SCREEN) GUTTER (Cont.) O SEE -�{ BEAM SCHEDULE NOTE: SEE BEAM & COLUMN SCHEDULE ON SHEET 5 OF 5. ISOLATED Conc. FOOTING. SEE SCHEDULE ON SHEET 5 34'x 3//16' 'N MK. ALIMPLIN STRIP O � W MIDSPAAN 2 t (TYP•) R. x '0 2 7 INC Coi. DE 4 ELEVATION - MONOSLOPE ROOF SCREEN ROOM (W/ OR W/O SCREEN) : -w N. T. S. 3/2:2>7,,Z) (2) 1/4' TAPCON ANCHORS PER PANEL C. NOTE : FOR SCREEN R OATS ONLY, ALWA USE BEAM W/ j OR COJUMN & (r j BEAM W/ COLUMN Add r 4001 pmmitatuif. / mow W HEADER (Cont.) 00R 4' Conc. SLAB W /6'x6, W1.4, W1.4 WAN. OVER WELL COMPACTED FN.L (PROVIDE IX SLOPE) (c) -11111111. \ - n= 11 =11 =11 1= 11 =11 =11 =111 f1 11= 11= 11. =11 II` 11 II"11 =11 =11 SEE DET. 1/2 SEE DET. 2/2 1 10 M. S. � 1 S. ' 0o E — *► Mum. BEAM w/(4) Cs`J x 1 1/Li AITERPAL S E115 70 COLUMN • f-•• 30' 1 RETURN SECTION A N. T. S. ROOF PANELS W/ /4712 Min. TO 1 J /4712" Max. SLOPE GUTTER (Conf.) 3/ 10S M. S a. PANEL W /(4) -/ 10 x 1 1/2' INTERNAL S.M.S. TO CoL SEE CO>NECIION S acs. ON SHEET 4 OF 5 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE COPYRIGHT 1996 TILTECO, INC. / T i L ECOINC. TILLfT TESTING ! ENGINEERING COMPANY 659.5 N W. 36th. St.. Ste. 217, VIRGINIA GARDENS, FL 33160 Phone : (305 )871 -1530 . Fat (705)871 -1531 WALTER A. TILLJT Jr., P. E. FLORIDA Lic. # 441E7 SCREEN ROOM HIALEAH ALUMINUM SUPPLY, INC. 2360 W. 76th STREET HIALEAH, FLORIDA 33016 2 GENERAL OI7[ 3 61M. P. a 66TA1101 MOT AS SHOWN SCALE 10/8/96 DATE 96 — 313 DRAWING No SHEET 3 OF 5 DAT BY PRODUCT CONTR'' DIVISION BUILDING CODE COO C OFFICE qb ACCEPTANCE NO -O/ •113 DADE COUNTY f 14 S.M.S. (Typ.) — 1/2' x 1/8" Alum. STRAP 0 48' 0. C. Alum. COLUMN OR (3) CASE 1 ROOF PANEL W/ 1/4'/12' Min. SLOPE SEE BET. 2/4 OR NOTCHED Alum. I –BEAM. FLANGES FOP/BOTTOM W/(3) -1 2 0 TNRU BOLTS TO Col. FOR 9 do (3) -5/8" �THRU BOTSTO Col. FOR ® I-BEAM/COLUMN CONNECTION DETAIL N. T. S. 3" x 3 x 1 4' x 0' -2` Alum. ANGLE Eo. DEW 4 / 14 x 3/4" S.M.S. TO OR AND W/ 5/8'' RED HEAD WED ANC ORS W/ 3" Min. PENETRATION TO CONCRETE. g W/ 1/4" 0 x 2 1/2" TAPCON ANCHORS CONCRETE 0 16" O. C. START FIRST ANCHOR AT 3" FROM FACE OF COLUMN Ea. SIDE, AND 1 10 x 1 1/2" INTERNAL SCREWS TO Vi OR ® Eo. SIDE 2 / 10 x 2" INTERNAL SCREW Ea. SIDE OF COLUMN ® OR (2j . 18" x 16" CONCRETE FOOTING W/ 2 # 5 REARS. 'mmaii! 1-i COLUMN CONNECTION TO FOOTING N. T. S. ROOF PANEL IV/ 1/4'/17 Min. SLOPE ALUMINUM BOX 6E4M w/(3) 0 THRU BOLTS TO Co!. 14 & g -1/2" 0 TNRU BOLT TO COLUMN R /TEST OF BEAMS. Num. COLUMN NOTCHED 2" AT CENTER TO AT BEAM BOX BEAM /COLUMN CONNECTION DETAIL N. T. S. CASE 2 SEE DET 2/4 3 114 x 1 1/2' 5. M. 5. (Typ.) CONCRETE FOOTING ' Alum. COLUMN 3" x 3 x 1/4" x 0' -3" Alum. ANGLE Ea. SIDE W/ HEAD *WEDGE ANCHORS W/ .S" M;n. T70 CONCRETE FOR COLUMNS SUPPORTING BEAMS TIi4T RECEIVE ONLY ONE SINGLE PANEL PROJECTION FROM ONE SIDE + 2'–O" Max. OVERHANG FROM THE OTHER FOR BEAMS RECEMNG ROOF PANEL PROJECTIONS FROM BOTH 51DES USE (4) 3" x 3' x 1_/4" x 0' -3" Alum. ANGLES ALL AROUND W/ (2) 1/2" 0 TNRU BOLT EA. ANGLE TO COLUMN & 5/E RED HEAD WEDGE ANCHOR W/ 3" Min. PENETRATION TO CONCRETE EACH ANGLE. COPYRIGHT 1996 TILTECO, INC. ILIECOINC. TILLYT TESTING & ENGINEERING COMPANY Mk' N M. 30th St.. Ste. 217. NR61NI* GrRDDIS. Fl. 3319.: Rana (305)871 -1SWC . Fa.: (305)871 -1531 WALTER A. TILUT Jr.. F'. E. FLORIDA Lk. # 44167 SCREEN ROOM HIALEAH ALUMINUM SUPPLY, INC. 2360 W. 76th STREET HIALEAH. FLORIDA 33016 tusoomm an oac./rw GENERA! DWI 3/21/97 • AS SHOWN SCALE 10/8/96 DATE 96 — 313 DRAWING No SHEET 4 OF 5 SCREEN (Typ.) OR BEAM (SEE SCHEDULE) ON SHEET 5 FOR OUANTTTY REQUIRED NOTE : THIS DETAIL 15 ONLY REQUIRED FOR SCREEN ROOMS — FRONT WALLS PRODUCT CO (SEE SCHEDULE) ON SHEET 5 FOR QUANTITY REQUIRED Alum. COLUMN OR APPROVED AS COMPLYING WITH THE SOUTH LORIDA BUILDING CODE DAT it ati g 1 ''7 BY DETAIL 5 : BRACING CONNECTION DETAIL (ELEVATION) N. T. S. OL DIVISION BUILDING CODE COMPLIA C OFFICE ACCEPTANCE NO 96- 1/U DADE COUNTY BEAM TYPE - TRIBUTARY WIDTH • M MAXIMUM 5' -0" 6 6' -0" 7 7' -0" 8 - B 9' -0" 1 10' -0' 1 11' -0" 1 12' -0" O ® 7 7' -1" 6 6' -5" 6 6' -0' 5 5' -r 5 5' -3 5 5• -0" 4 4' -9' 4 4' -r 2 2'-0* 5' -6" 5 5' -2" 4 4' -11" 4 4' -8" 4 4' -6" 4 4' - 4' 4 4' -3' 4 4' -2" 2 2' -O" (5) S S' -5 7 7' -11' 7 7' -4" 6 6' -10" 6 6' -6" 6 6' -2" 5 5' -10" 5 5' -7 2 2' -6' T -7 6 6' -r 6 6' -3 6 6 -0' 5 5' -9" 5 5' -6' 5 5' -4' 5 5' -2" 2 2' -6" (1.6) 1 10' -2" 9 9• -3" 8 8' -7 8 8'-C 7 7 -7 7 7 -2' 6 6' -10' 6 6' -7 3 3'-0 I Us SCREEN l ROOMS W/ 1 / 1BD I ROOF ATTACHED TO PERMANENT BUILDING COLUMN TYPE WITH SCREEN WALLS W/0 SCREEN WALLS 7' -0" 7' -6" 8' -0" 8' -0" 9' -0" 10' -0" ` O - - - *9* •„ - - - V - - - ••* *4* www O - - w•• w•, *4* Q 4 4' -2' - B' -6" 6' -8" - 8' -6" 6' -B' s•• ,t• ww• w•, •„ _ ,,1 .w• v-- w.• wW ROOF AREA REQUIRED REINFORCING STEEL BEARING OR FOOTING SIZE EQUALY SPACED EACH COLUMN (Ft. 2 )* IN SAND /ROCK • WAY. SAND /ROCK 144 5' -6' x 5' -6' 5 f 4 REBARS 3' -3" x 3' -3 4 # 4 REBARS 120 5' -0" x 5' -0" 5 f 4 REBARS . 2' -10' x 2' -10' 3 / 4 REBARS 90 4' -4' x 4•-4" 4 1 4 REBARS 2' -2" x 2' -2' 3 f 4 REBARS 60 3' -6 x 3' -6" 4 B 4 REBARS 2' -0" x 2' -0 3 f 4 REBARS 40 2' -15 x 2' -10' 3 1 4 REBARS 2' -0' x 2' -D" 3 f 4 REBARS 25 2' -2" x 7 -2" 3 # 4 REBARS • 7-0" x 2' -O" 3 # 4 REBARS Max. SPAN "L" SPAN CONDITION L /80 L /180 r-- L -.i 11' -4" 9' -5 11 - - L-« 11' -6 9' -6 6 a 11•-9" 9' -11' Iw r-+ -- L --.4 d - A A 12•-0" 12' -0" A 6 e.. d 11' -8" 11' -8" N_L L L _ TOTAL NUMBER ROOF PROJECTION P (Ft.) OF STRAPS AT FRONT WALL 11' -9' OR LESS 2 >11' -9" TO 23' -6" Max. 4 6 EAM SCHEDULE MAXIMUM SPAN FOR A GIVEN TRIBUTARY WIDTH * • TR113UTARY WID': N: - ROOF SPAN (FROM WALL TO FRONT BEAM) /2 + OVERHANG FOP ROOFS ATTACHED TO BUILDING. - ROOF SPAN (FROM BEAM TO BEAM) FOR ROOF ATTACHED TO BUILDING WITH MULTIPLE BAYS. •• ®• (9) . g , C) & 03 BEAMS SHALL ONLY BE USED JOINTLY WITH COLUMNS ® OR Q. ••• ALWAYS USE @II BEAM .W/ 21 OR COL & ® BEAM W/ @ "COL (NEVER USE 0 BEAM W/ ® COL) COLUMN SCHEDULE MAXIMUM COLUMN SPACING (Ft.) * FOR A GIVEN HEIGHT, TYPE OF COLUMN AND TYPE OF' STRUCTURE WHERE COLUMN IS LOCATED • Mox. COLUMN SPACING SHALL NOT EXCEED Max, BEAM SPAN AS PER BEAM SCHEDULE FOR A GIVEN BEAM TYPE. INTERIOR COLUMN: COLUMN THAT RECEIVE REACTIONS FROM BEAMS THAT ARE LOADED WITH ROOF PANELS FROM EITHER SIDE. END COLUMN: COLUMN THAT RECEIVE REACTIONS FROM BEAMS THAT ARE LOADED WITH ROOF PANELS FROM ONE SIDE PLUS AN OVERHANG (IF APPLICABLE) FROM THE OTHER SIDE. LIMITED BY BEAM SPAN AS PER BEAM SCHEDULE. •' • " 1/ 1/150 MINIMUM FOOTING SIZE FOR A GIVEN ROOF TRIBUTARY AREA BEARING ON COLUMNS • ROOF PANEL SPAN x BEAM SPAN (INTERIOR COLUMNS) OR (ROOF PANEL SPAN /2 + 0. H.) x BEAM SPAN (END COLUMNS) Max. ROOF PANEL SPAN SCHEDULE A. 7'. !,x ' 10 .,.. <<. ir • - v OPTIONAL SLAB EQUAL - - - I - - ANGLE TO FOOTING APPL ICABL: TO ROOFS ATTACHED TO PERMANENT BUILDING. SEE SCHEDULE / COLUMN • L EQUAL ---•• - -- ISOLATED FOOTING DETAIL GRADE 2 f 5 x 24" DOWELS 0 90 3000 psi rc ISOLATED CONCRETE FOOTING SEE SCHEDULE FOR REINFORCEMENT REQUIRED STRAP SCHEDULE (REQ'D ONLY AT SCREEN ROOM) P = DISTANCE FOR EXISTING WALL TO FRONT SCREEN WALL Typ. FRONT WALL ELEV. APPROVED AS COMPLYING WITH THE SOUTH LFRIOA BUILDING CODE RI DAT 19 BY PRODUCT CON ' OL DIVISION BUILDING CODE C PLIA C j OFFICE ACCEPTANCE NO. COPYRIGHT 1996 TILTECO, INC. IL ECO INC. TRAIT TESTING t ENGINEERING COMPANY 6595 N.W. 36th. SL. St.. 217. VIRGINIA GARDENS. 19. 33155 Peon* : (305)871 -1530 .Fax (303}871 -1531 WALTER A TILFT Jr., P. E. FLORIDA Lit. 44167 SCREEN ROOM HIALEAH ALUMINUM SUPPLY, INC. 2360 W 76th STREET HIALEAH, FLORIDA 33016 Off. NO Oe4'xsmol GENERAL 90n 3/21/97 R0. N. OCSCIS110N Oat SCALE 10/8 DATE 96 - 313 DRAWING No SHEET 5 OF 5 DADE COUNTY ROOF AREA REQUIRED REINFORCING STEEL BEARING OR FOOTING SIZE EQUALY SPACED EACH COLUMN (Ft. 2 )* IN SAND /ROCK • WAY. SAND /ROCK 144 5' -6' x 5' -6' 5 f 4 REBARS 3' -3" x 3' -3 4 # 4 REBARS 120 5' -0" x 5' -0" 5 f 4 REBARS . 2' -10' x 2' -10' 3 / 4 REBARS 90 4' -4' x 4•-4" 4 1 4 REBARS 2' -2" x 2' -2' 3 f 4 REBARS 60 3' -6 x 3' -6" 4 B 4 REBARS 2' -0" x 2' -0 3 f 4 REBARS 40 2' -15 x 2' -10' 3 1 4 REBARS 2' -0' x 2' -D" 3 f 4 REBARS 25 2' -2" x 7 -2" 3 # 4 REBARS • 7-0" x 2' -O" 3 # 4 REBARS Max. SPAN "L" SPAN CONDITION L /80 L /180 r-- L -.i 11' -4" 9' -5 11 - - L-« 11' -6 9' -6 6 a 11•-9" 9' -11' Iw r-+ -- L --.4 d - A A 12•-0" 12' -0" A 6 e.. d 11' -8" 11' -8" N_L L L _ TOTAL NUMBER ROOF PROJECTION P (Ft.) OF STRAPS AT FRONT WALL 11' -9' OR LESS 2 >11' -9" TO 23' -6" Max. 4 6 EAM SCHEDULE MAXIMUM SPAN FOR A GIVEN TRIBUTARY WIDTH * • TR113UTARY WID': N: - ROOF SPAN (FROM WALL TO FRONT BEAM) /2 + OVERHANG FOP ROOFS ATTACHED TO BUILDING. - ROOF SPAN (FROM BEAM TO BEAM) FOR ROOF ATTACHED TO BUILDING WITH MULTIPLE BAYS. •• ®• (9) . g , C) & 03 BEAMS SHALL ONLY BE USED JOINTLY WITH COLUMNS ® OR Q. ••• ALWAYS USE @II BEAM .W/ 21 OR COL & ® BEAM W/ @ "COL (NEVER USE 0 BEAM W/ ® COL) COLUMN SCHEDULE MAXIMUM COLUMN SPACING (Ft.) * FOR A GIVEN HEIGHT, TYPE OF COLUMN AND TYPE OF' STRUCTURE WHERE COLUMN IS LOCATED • Mox. COLUMN SPACING SHALL NOT EXCEED Max, BEAM SPAN AS PER BEAM SCHEDULE FOR A GIVEN BEAM TYPE. INTERIOR COLUMN: COLUMN THAT RECEIVE REACTIONS FROM BEAMS THAT ARE LOADED WITH ROOF PANELS FROM EITHER SIDE. END COLUMN: COLUMN THAT RECEIVE REACTIONS FROM BEAMS THAT ARE LOADED WITH ROOF PANELS FROM ONE SIDE PLUS AN OVERHANG (IF APPLICABLE) FROM THE OTHER SIDE. LIMITED BY BEAM SPAN AS PER BEAM SCHEDULE. •' • " 1/ 1/150 MINIMUM FOOTING SIZE FOR A GIVEN ROOF TRIBUTARY AREA BEARING ON COLUMNS • ROOF PANEL SPAN x BEAM SPAN (INTERIOR COLUMNS) OR (ROOF PANEL SPAN /2 + 0. H.) x BEAM SPAN (END COLUMNS) Max. ROOF PANEL SPAN SCHEDULE A. 7'. !,x ' 10 .,.. <<. ir • - v OPTIONAL SLAB EQUAL - - - I - - ANGLE TO FOOTING APPL ICABL: TO ROOFS ATTACHED TO PERMANENT BUILDING. SEE SCHEDULE / COLUMN • L EQUAL ---•• - -- ISOLATED FOOTING DETAIL GRADE 2 f 5 x 24" DOWELS 0 90 3000 psi rc ISOLATED CONCRETE FOOTING SEE SCHEDULE FOR REINFORCEMENT REQUIRED STRAP SCHEDULE (REQ'D ONLY AT SCREEN ROOM) P = DISTANCE FOR EXISTING WALL TO FRONT SCREEN WALL Typ. FRONT WALL ELEV. APPROVED AS COMPLYING WITH THE SOUTH LFRIOA BUILDING CODE RI DAT 19 BY PRODUCT CON ' OL DIVISION BUILDING CODE C PLIA C j OFFICE ACCEPTANCE NO. COPYRIGHT 1996 TILTECO, INC. IL ECO INC. TRAIT TESTING t ENGINEERING COMPANY 6595 N.W. 36th. SL. St.. 217. VIRGINIA GARDENS. 19. 33155 Peon* : (305)871 -1530 .Fax (303}871 -1531 WALTER A TILFT Jr., P. E. FLORIDA Lit. 44167 SCREEN ROOM HIALEAH ALUMINUM SUPPLY, INC. 2360 W 76th STREET HIALEAH, FLORIDA 33016 Off. NO Oe4'xsmol GENERAL 90n 3/21/97 R0. N. OCSCIS110N Oat SCALE 10/8 DATE 96 - 313 DRAWING No SHEET 5 OF 5 DADE COUNTY Max. SPAN "L" SPAN CONDITION L /80 L /180 r-- L -.i 11' -4" 9' -5 11 - - L-« 11' -6 9' -6 6 a 11•-9" 9' -11' Iw r-+ -- L --.4 d - A A 12•-0" 12' -0" A 6 e.. d 11' -8" 11' -8" N_L L L _ TOTAL NUMBER ROOF PROJECTION P (Ft.) OF STRAPS AT FRONT WALL 11' -9' OR LESS 2 >11' -9" TO 23' -6" Max. 4 6 EAM SCHEDULE MAXIMUM SPAN FOR A GIVEN TRIBUTARY WIDTH * • TR113UTARY WID': N: - ROOF SPAN (FROM WALL TO FRONT BEAM) /2 + OVERHANG FOP ROOFS ATTACHED TO BUILDING. - ROOF SPAN (FROM BEAM TO BEAM) FOR ROOF ATTACHED TO BUILDING WITH MULTIPLE BAYS. •• ®• (9) . g , C) & 03 BEAMS SHALL ONLY BE USED JOINTLY WITH COLUMNS ® OR Q. ••• ALWAYS USE @II BEAM .W/ 21 OR COL & ® BEAM W/ @ "COL (NEVER USE 0 BEAM W/ ® COL) COLUMN SCHEDULE MAXIMUM COLUMN SPACING (Ft.) * FOR A GIVEN HEIGHT, TYPE OF COLUMN AND TYPE OF' STRUCTURE WHERE COLUMN IS LOCATED • Mox. COLUMN SPACING SHALL NOT EXCEED Max, BEAM SPAN AS PER BEAM SCHEDULE FOR A GIVEN BEAM TYPE. INTERIOR COLUMN: COLUMN THAT RECEIVE REACTIONS FROM BEAMS THAT ARE LOADED WITH ROOF PANELS FROM EITHER SIDE. END COLUMN: COLUMN THAT RECEIVE REACTIONS FROM BEAMS THAT ARE LOADED WITH ROOF PANELS FROM ONE SIDE PLUS AN OVERHANG (IF APPLICABLE) FROM THE OTHER SIDE. LIMITED BY BEAM SPAN AS PER BEAM SCHEDULE. •' • " 1/ 1/150 MINIMUM FOOTING SIZE FOR A GIVEN ROOF TRIBUTARY AREA BEARING ON COLUMNS • ROOF PANEL SPAN x BEAM SPAN (INTERIOR COLUMNS) OR (ROOF PANEL SPAN /2 + 0. H.) x BEAM SPAN (END COLUMNS) Max. ROOF PANEL SPAN SCHEDULE A. 7'. !,x ' 10 .,.. <<. ir • - v OPTIONAL SLAB EQUAL - - - I - - ANGLE TO FOOTING APPL ICABL: TO ROOFS ATTACHED TO PERMANENT BUILDING. SEE SCHEDULE / COLUMN • L EQUAL ---•• - -- ISOLATED FOOTING DETAIL GRADE 2 f 5 x 24" DOWELS 0 90 3000 psi rc ISOLATED CONCRETE FOOTING SEE SCHEDULE FOR REINFORCEMENT REQUIRED STRAP SCHEDULE (REQ'D ONLY AT SCREEN ROOM) P = DISTANCE FOR EXISTING WALL TO FRONT SCREEN WALL Typ. FRONT WALL ELEV. APPROVED AS COMPLYING WITH THE SOUTH LFRIOA BUILDING CODE RI DAT 19 BY PRODUCT CON ' OL DIVISION BUILDING CODE C PLIA C j OFFICE ACCEPTANCE NO. COPYRIGHT 1996 TILTECO, INC. IL ECO INC. TRAIT TESTING t ENGINEERING COMPANY 6595 N.W. 36th. SL. St.. 217. VIRGINIA GARDENS. 19. 33155 Peon* : (305)871 -1530 .Fax (303}871 -1531 WALTER A TILFT Jr., P. E. FLORIDA Lit. 44167 SCREEN ROOM HIALEAH ALUMINUM SUPPLY, INC. 2360 W 76th STREET HIALEAH, FLORIDA 33016 Off. NO Oe4'xsmol GENERAL 90n 3/21/97 R0. N. OCSCIS110N Oat SCALE 10/8 DATE 96 - 313 DRAWING No SHEET 5 OF 5 DADE COUNTY TOTAL NUMBER ROOF PROJECTION P (Ft.) OF STRAPS AT FRONT WALL 11' -9' OR LESS 2 >11' -9" TO 23' -6" Max. 4 6 EAM SCHEDULE MAXIMUM SPAN FOR A GIVEN TRIBUTARY WIDTH * • TR113UTARY WID': N: - ROOF SPAN (FROM WALL TO FRONT BEAM) /2 + OVERHANG FOP ROOFS ATTACHED TO BUILDING. - ROOF SPAN (FROM BEAM TO BEAM) FOR ROOF ATTACHED TO BUILDING WITH MULTIPLE BAYS. •• ®• (9) . g , C) & 03 BEAMS SHALL ONLY BE USED JOINTLY WITH COLUMNS ® OR Q. ••• ALWAYS USE @II BEAM .W/ 21 OR COL & ® BEAM W/ @ "COL (NEVER USE 0 BEAM W/ ® COL) COLUMN SCHEDULE MAXIMUM COLUMN SPACING (Ft.) * FOR A GIVEN HEIGHT, TYPE OF COLUMN AND TYPE OF' STRUCTURE WHERE COLUMN IS LOCATED • Mox. COLUMN SPACING SHALL NOT EXCEED Max, BEAM SPAN AS PER BEAM SCHEDULE FOR A GIVEN BEAM TYPE. INTERIOR COLUMN: COLUMN THAT RECEIVE REACTIONS FROM BEAMS THAT ARE LOADED WITH ROOF PANELS FROM EITHER SIDE. END COLUMN: COLUMN THAT RECEIVE REACTIONS FROM BEAMS THAT ARE LOADED WITH ROOF PANELS FROM ONE SIDE PLUS AN OVERHANG (IF APPLICABLE) FROM THE OTHER SIDE. LIMITED BY BEAM SPAN AS PER BEAM SCHEDULE. •' • " 1/ 1/150 MINIMUM FOOTING SIZE FOR A GIVEN ROOF TRIBUTARY AREA BEARING ON COLUMNS • ROOF PANEL SPAN x BEAM SPAN (INTERIOR COLUMNS) OR (ROOF PANEL SPAN /2 + 0. H.) x BEAM SPAN (END COLUMNS) Max. ROOF PANEL SPAN SCHEDULE A. 7'. !,x ' 10 .,.. <<. ir • - v OPTIONAL SLAB EQUAL - - - I - - ANGLE TO FOOTING APPL ICABL: TO ROOFS ATTACHED TO PERMANENT BUILDING. SEE SCHEDULE / COLUMN • L EQUAL ---•• - -- ISOLATED FOOTING DETAIL GRADE 2 f 5 x 24" DOWELS 0 90 3000 psi rc ISOLATED CONCRETE FOOTING SEE SCHEDULE FOR REINFORCEMENT REQUIRED STRAP SCHEDULE (REQ'D ONLY AT SCREEN ROOM) P = DISTANCE FOR EXISTING WALL TO FRONT SCREEN WALL Typ. FRONT WALL ELEV. APPROVED AS COMPLYING WITH THE SOUTH LFRIOA BUILDING CODE RI DAT 19 BY PRODUCT CON ' OL DIVISION BUILDING CODE C PLIA C j OFFICE ACCEPTANCE NO. COPYRIGHT 1996 TILTECO, INC. IL ECO INC. TRAIT TESTING t ENGINEERING COMPANY 6595 N.W. 36th. SL. St.. 217. VIRGINIA GARDENS. 19. 33155 Peon* : (305)871 -1530 .Fax (303}871 -1531 WALTER A TILFT Jr., P. E. FLORIDA Lit. 44167 SCREEN ROOM HIALEAH ALUMINUM SUPPLY, INC. 2360 W 76th STREET HIALEAH, FLORIDA 33016 Off. NO Oe4'xsmol GENERAL 90n 3/21/97 R0. N. OCSCIS110N Oat SCALE 10/8 DATE 96 - 313 DRAWING No SHEET 5 OF 5 DADE COUNTY 6 EAM SCHEDULE MAXIMUM SPAN FOR A GIVEN TRIBUTARY WIDTH * • TR113UTARY WID': N: - ROOF SPAN (FROM WALL TO FRONT BEAM) /2 + OVERHANG FOP ROOFS ATTACHED TO BUILDING. - ROOF SPAN (FROM BEAM TO BEAM) FOR ROOF ATTACHED TO BUILDING WITH MULTIPLE BAYS. •• ®• (9) . g , C) & 03 BEAMS SHALL ONLY BE USED JOINTLY WITH COLUMNS ® OR Q. ••• ALWAYS USE @II BEAM .W/ 21 OR COL & ® BEAM W/ @ "COL (NEVER USE 0 BEAM W/ ® COL) COLUMN SCHEDULE MAXIMUM COLUMN SPACING (Ft.) * FOR A GIVEN HEIGHT, TYPE OF COLUMN AND TYPE OF' STRUCTURE WHERE COLUMN IS LOCATED • Mox. COLUMN SPACING SHALL NOT EXCEED Max, BEAM SPAN AS PER BEAM SCHEDULE FOR A GIVEN BEAM TYPE. INTERIOR COLUMN: COLUMN THAT RECEIVE REACTIONS FROM BEAMS THAT ARE LOADED WITH ROOF PANELS FROM EITHER SIDE. END COLUMN: COLUMN THAT RECEIVE REACTIONS FROM BEAMS THAT ARE LOADED WITH ROOF PANELS FROM ONE SIDE PLUS AN OVERHANG (IF APPLICABLE) FROM THE OTHER SIDE. LIMITED BY BEAM SPAN AS PER BEAM SCHEDULE. •' • " 1/ 1/150 MINIMUM FOOTING SIZE FOR A GIVEN ROOF TRIBUTARY AREA BEARING ON COLUMNS • ROOF PANEL SPAN x BEAM SPAN (INTERIOR COLUMNS) OR (ROOF PANEL SPAN /2 + 0. H.) x BEAM SPAN (END COLUMNS) Max. ROOF PANEL SPAN SCHEDULE A. 7'. !,x ' 10 .,.. <<. ir • - v OPTIONAL SLAB EQUAL - - - I - - ANGLE TO FOOTING APPL ICABL: TO ROOFS ATTACHED TO PERMANENT BUILDING. SEE SCHEDULE / COLUMN • L EQUAL ---•• - -- ISOLATED FOOTING DETAIL GRADE 2 f 5 x 24" DOWELS 0 90 3000 psi rc ISOLATED CONCRETE FOOTING SEE SCHEDULE FOR REINFORCEMENT REQUIRED STRAP SCHEDULE (REQ'D ONLY AT SCREEN ROOM) P = DISTANCE FOR EXISTING WALL TO FRONT SCREEN WALL Typ. FRONT WALL ELEV. APPROVED AS COMPLYING WITH THE SOUTH LFRIOA BUILDING CODE RI DAT 19 BY PRODUCT CON ' OL DIVISION BUILDING CODE C PLIA C j OFFICE ACCEPTANCE NO. COPYRIGHT 1996 TILTECO, INC. IL ECO INC. TRAIT TESTING t ENGINEERING COMPANY 6595 N.W. 36th. SL. St.. 217. VIRGINIA GARDENS. 19. 33155 Peon* : (305)871 -1530 .Fax (303}871 -1531 WALTER A TILFT Jr., P. E. FLORIDA Lit. 44167 SCREEN ROOM HIALEAH ALUMINUM SUPPLY, INC. 2360 W 76th STREET HIALEAH, FLORIDA 33016 Off. NO Oe4'xsmol GENERAL 90n 3/21/97 R0. N. OCSCIS110N Oat SCALE 10/8 DATE 96 - 313 DRAWING No SHEET 5 OF 5 DADE COUNTY 2fs MIAMI SHORES VILLAGE Location a d legal descri ton of lot to be built on: Lot W -.y 9 / Block / Street and Number where work is to be done _ State work to be done and purpose of building (by floors) Use is to be residential Building Inspector BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement or the plans and specifications herewith submitted for the build • ing or other structure herein described. This application Is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida. and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during prggress of the work. November 2, 84 Date..._...__.__...— .._._......_.__......__. —.... ,19.._._ Bonnie Woodruff 464 NE 91st Street Owner's Name and Address ... - -- No...... .._. Street — Registered Architect and /or Engineer NA ,,,,. .11...99,.,,, „n.,,.,...,,, 1111,. Name and address of licensed contactor Bama Construction Co and Roofing 651 NW 106th Street Subdivision /��'' /�;•!f� -....1,� 0 464 Northeast 91st Street Tare off old roof and replace with Cement Tile FL License CC C0037 l and for no other purpose. New Building Remodeling Addition Repairs X No. of Stories X To be constructed of Kind of foundation Roof Covering Tile Estimated Total cost of improvements S 7 , 800.00 Amount of Permit $. Zone cubage required .Plan Cubage Distance .to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to.. The un dersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Snp clement, and has complied sith the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as arc required by the Act. The undersigned agrees to employ only such subcontractors, on work to performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared Edward Buyama to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the. Licensed Contractor of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him state e true. t 1 rn • �.. Date l 1 s-+ Rea won% to and Subscri • • bef • r • me. Permit No.._..-• --• Disapproved _ Notary Public, State of Florida (Signed) �. . T Notary Public, State o Florida at eaige My ommission Expires �W ommizsiortZapices Septee - 8g8 Bortdad thiu Maynard Bonding Agency PLANNING BOARD DATE . Chairman Member \Icrr,ber Member Member .. .. Member _.._..... Council Approved Date Disapproved Date NOTE: A charge of S1.00 will be made for making corrections or changes to this application after approval has been obtained from the Pl,mnir,;; Board. A re-inspection fee of 51.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship.