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SENC-08-187Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Date: 02/13/2008 loV Inspector: Grande, Claudio Owner: BENTON, THOMAS AND LAUREN el" Job Address: 230 100 Street NE 2. Miami Shores Village, FL Project: <NONE> Block: Contractor: TIKI ALUMINUM PRODUCTS INC Permit Type: Screen Enclosures Inspection Type: Final Work Classification: New Phone Number (305)795-2207 Parcel Number 1132060134480 Lot: Phone: (954)463-8441 Building Department Comments 3 concrete footers/ aluminum roof Passed ihtji, Inspector Comments Failed Correction Needed Re-Inspection Fee ($75) . No Additional Inspections can be scheduled re-inspection fee is paid . until Wednesday, February 13, 2008 Page 1 of 2 Miami. Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING EC E O / D PERMIT APPLICATIO11 FEB ,.O 1 2011 FBC 2004 Permit Type (circle): Owner's Name (Fee Simple Titleholder) Roofing 'ro PIA 3 E 1.41 -6 Permit N& -5 fl Master Permit No. Owner's Address o2 3 a • • / D S`T- City M 1 R ni 1 S lima State Ft- Tenant/Lessee Name is Phone #C34 -is- /- 10?`f zip 3 313 F' Phone # Job Address (where the work is being done) G2 3 N • 1 DD ST City Miami Shores Village County Miami -Dade Zip 3 31 3 FOLIO /PARCEL# 11 3 ),O(oO 134480 Is Building Historically Designated YES NO Contractor's Company Name 6 l lL- • A L "'" u ROOS IMt-Phone # �/ y T 4 3'- g 14 cf. 1 . Contractor's Address e t•-) .6t) • 13 fl /2 l�- City r--7-. LA--(4b State r-- t-- Zip 3 3 31 / Qualifier Name '! (Sr •R- Phone# (01 r`-t) L(43.. gyq State Certificate or Registration No. e G 6- 0 3 1 e-f 7 9 Certificate of Competency No. Architect /Engineer's Name (if applicable) R. N 0k-61Z-1 CN& /A)C-62//j6 Phone # l t S-c{) '7 2-7 - ZB 27 Value of Work For this Permit $ S is • OO Square / Linear Footage Of Work: Sz� Type of Work: ►,!! ddition ❑Alteration LJNew XRepair/Replace ❑ Demolition Describe Work: C©n/Cr-C-11 E -1- ,r/(os / A1.,c -t bv1 1 AA; vr. 72-00 ** *: x: x***** ******** *** **:x***** * **** ** *F� 6** **** ************ *************** ****:x:x**** CCF $ S. Submittal Fee $ Permit Fee $ Notary $S00 Training/Education Fee $ Scanning $ (.0 'OO Radon $ Bond $ Code Enforcement $ Structural Review. $ _T-A.)5pCcite.)-- COD tOCIATCOA..) 3— Ft7AJ 1.00 CO /CC Technology Fee $ ' DPI ' $ Zoning $ De /, y Total 'e ow Due $ ! V1 U -15 FEB 0 5 2008 /II SHORES VILLAGE See Reverse side -* Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lenders Address City State Zip Application :is hereby made to obtain a permit to do the work and mstaiiations-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, BOITFRS, 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 reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this day of F _ , 20 CA, by To -Thof rot who is'�iersonally knownn to�1i or who has produced As identification and who did take an NOTARY PUBLIC: Sign: Print: My Commission Expires: * * * ** * * * * * * * * * ** * * * * * * * * ** Signature Contractor ` 1 The foregoing instrument was acknowledged before me this �J l� J day of cCCI , 20 who is personally by A '.ac,.. • , �i , f NOTARY Sign: Print: � � _cationTtRR�MicMPilke an _ Notary Pu . to of Florida t ✓',I' ;My Comm ;. Tres May 25, 2009 Co ion 3 35 My Commission Expires: / 5 Qt *- * * * * * * * * * * ******* ******* ** **** ********** * +x**** ** *** *** * ** * ** *** *** z 08r APPLICATION APPROVED BY: (Revised 07/10/07) Plans Examiner Engineer Zoning This Instrums" t P B Name Tt 1..)<A171)0 Address Address 210 !- L( too S7vt»r 11111111111111111111111111111111111111111 1111 CFI's 2008Ri30808012 OR L K 26188 Ps 0544'► (1ps ) RECORDED 01/30/2008 14:27:19 HARVEY RUVfl4► CLERK OF COURT► MIAMI -DADE COUNTY► FLORIDA LAST PAGE Permit No. STATE OF Ete"tf Jk COUNTY OF OM) tt . NOTICE OF COMMENCEMENT Tax Folio No. THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property: (legal description of property, and street address if available) f i La 230 /„)G too 5.-Me Scc1 A-1,10 Pa (o -�o t-o'iS )741 6/0a. 7! t.or (oo xt,r 2. General description of improvement: �'wrtgfr /�l�wywu<, i'aoic ours- Patio �- 3. Owner information +ki x 1..4 st�/ ✓r• Q e...To�► 23 o /vv (Dos a. Name and address: T fncv b. Interest in property: bt c. Name and address of fee simple titleholder (if other than owner): ,v/ k 4. Contractor r" a. Name and address: � t I C i 4/1)1'41\ Uuet eit ,"`T 1 ` /UW /3 s %CkH b. Phone number: 3 or- 31,z- 5. Surety a. Name and address: b. Amount of bond $ c. Phone number. 6. Lender a. Name and address: b. Phone number: �'1 LA,,,1,041,dk 7311 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: a. Name and address: b. Phone number. 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided In Section 713.13(1)(b), Florida Statutes: a. Name and address: b. Phone number 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. ric C(fa 1mi 41 Q 1 -p .'. i �jYwrL.J l 2.$ 0 ?VV loD rr 4 i S'j4ow,, F 31171) /AJ Tdri 6 f'.-• Signature of Owner or Owner's Authorized Officer /Director Partner /Manag er Signatory's Title /Office T' The Dreg ing instrument was acknowledged before me this td y of , 0 8'(year) by ►UiM )� (name of person) as{ OWo?r\ • (type of authority, ...e.g. officer, trustee, attomey in fact) for (name of party on behalf of whom instrument was executed). 'e Ssato of Florida w. „ (r .!it.tza 0D510584 • Signature of Notary Public - State of Flori Print, Type, or Stamp Commissioned Name of Notary Public Commission Number Personally Known 4, or Produced Identification Verification Pursuant to Section 92.525. Florida Statutes Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. Signature of NaturM Person Signing Above STATE OF FLORIDA, COUNTY OF DADE I HEREBY CERTIFY that this is a copy of the original filar in his office cn L day of #? w a--N AD2. d? WITNESS m 1 Se f HARVEY .JIVlN, CLERK, '/r County Co By hand and Okici C. THOMAS E. FREDERICK CIVIL ENGINEER ANQ SURVAYOR No. 93 rad !!! ' • " HIALEAH FLORIDA ASSOCIATE ROY B.° PEPPERS•_ 8usvey of rats S : " a ,,7� ► toct�; '' 8uWWtsio1V A000rc my to Plat thereof as recorded in Plat $ool la Pubtto Records of .4•402,41.- County, Hoetda .. • Dais ••• s1...ti✓' },/ '1-S I'ov 'i . _ _.. c�c! • I liere6y certify that the •attached: plat .represents a cecent`surr.�ey made by ens or ander niy . direction and. is true: and: correct to the 'best. of my knowledg, and 6eltef. ^tS 14 �� !$ {j to 21 ?2 23h .•••. e• . .. • •• • •• • • •• •• • • •• • •• • • •• • ••• • ••• • •0 • • • • •• • 0•• • • 0000 • •• • ••0 • • ••• • ••• • •• • • • • • • • • • • •• •• • • EXIST. HOUSE WAL • EXISTING HOUSE NEW ' 4' `. ' NEW ..• • 'CONCRETE ' •, 'CONCRETE n ' PAD. • • .PAD• 4 • . °e "EXISTING, a' . ' 'e•' 4 • CONCRETE= a • as . • • T a4 • • •••• •••• •,,,r X 2°,4.411 X 1/8 ANGLE EA, • SIDE DF DL°, W/ 2 - 1/4' BOLTS TO COL. •8. •1- 3/8 X 4' LG, EXPANSION (1/1"Dt . ANCHOR) TO CONC. • t'1YP,) cER, COL. F ❑UNDATI ❑N PLAN ••• •••• • • • • •••• SAWCUT AND REMOVE EXIST, SLAB AS NECESSARY TO PROVIDE ROOM FOR NEW CONC, PAD EXIST, CONC. SLAB DOWEL #4X12' REBAR A MIN. DF 4' INTO EXIST. CONC, SLAB @ 12' O/C ALONG ALL EDGES DF PAD SET IN EPDXY 24'X24'X12' DEEP FTG, W/ 3 - #5 EA, WAY 2 E IS❑, FTG, DETAIL'` THESE PLANS CONFORM TO THE FBC 2004 ED. & ASCE 7 -02 DESIGN BASED ON 146 MPH WINDS, EXPOSURE "C" EXIST, CONC. SLAB EXIST HOU WAL EXIST, HOUSE WAL EXISTING HOUSE NEW 3' INS. ALUM. RDDF 3X3 3X3 3X3 COL, COL. COL, SE E-\ 2X5 BEAM PLAN INDICATES EXIST. CONCRETE SLAB ALUM. REJU 2X5 BEAM �X3 UUL. J O U co ro J O U ro 9' -0" I, 1 9' -0' 1 I 1 9' -0' 27' -0" FRONT ELEVATI ❑N z ED H Q LLJ LLJ I— CZ, PERMIT #• RFOT --1 S7 Miami Shores Village APPROVED ZONING DEPT BLDG DEPT= SUBJECT TO COMPLIAN' WITH y' ERAL STATE AND COUNTY RULES AND REGULATIONS ISO, FTG. TYP, ACCORDING TO RATIONAL ANALYSIS THIS EXISTING STRUCTURE (INCLUDING FOUNDATION AND HOUSE WALL ATTACHMENT TO STRUCTURE) CAN SUPPORT GRAVITY, UPLIFT, AND LATERAL LOADS IMPOSED BY SCREEN ENCLOSURE, ENGINEERING BUSINESS CA 00009677 CLIENT NAME AND ADDRESS BENTDN 230 NE, 100 ST. MIAMI SHORES, FL. 9iKi AI<umii L m Yroduct�,. Inc: ►90 rkt �W_ 1.3 tare. Terracam Port Lauderdale, Florida 33311 TARNOWSKI ENGINEERING, INC. Civil - -- Structural - -- Architectural 7360 N,W, 5th Street Plantation, FL. 33317 Phone (954) 727 - 2027 Fax (954) 727 - 9644 JOB #! 11300 DATE, 1/30/08 SCALD 1/8'= 1' -0' DRAWN BY' KAW SHEET NO. 1 OF 1 C SEAL C,T. 'GUS' TARNDWSKI LIC. NO. 50662 2 0 12° C.C./PANEL T&B C 2x3 HOUSE CONC. WALL INS. ROOF EXIST. MOBILE HOME 17 TO EA EXIST TRUSS FROM CHANNEL AND 0 12° O.C. MAX. TO FASCIA 2° MIN. FASCIA NOTE: FASCIA MAYBE BUILT UP BY LAGGING NEW 1° MEM. TO OLD/ 2-1/4° x 3-1/2° LAGS/TRUSS OR RAFTER. 2° SUB—FASCIA BEHIND 1° FASCIA IS ALSO ACCEPTABLE. FASCIA CONN. 2-1/4"X2-1/4° LON TAPCON ANCHOR THRU CUP INTO EXTG. (TWO EA CUP. 4/8M) OR 9" BEAMS OR GREATER CONC. WALL USE (3) TAPCONS. BM TO 2°X2"X1/8" CUP ANGLE EA. SIDE W/2 — #4 OR 3-12 ,EA. CUP TO BM. FOR 7 BEAMS OR GREATER, USE 3 — #4 OR (4) — #2. HOUSE CONN. "C" CHANNEL DOES SUPPORT ROOF LOAD ACTS ONLY AS WATER SEAL Co Lt PANEL TO HOUSE CONN. —STICK ALUM. ROOFING ..:1-APE OR EQUAL DET. ANEL MAY 4" PLYWOOD v••• IN-SULATION • • ' • • CONN. DET. #1 (INTERLOCKING PANELS) ROOF & WALL PANEL DETAI • • • • • • • PAN* FOR COL SPACING THAN 6' USE 3X2 — GREATER THAN 6' US 3X2 W/ 1X2 Y1/ # 1/2° LONG 0 11° #2 0 8" 0.0 EA. SIDE TION D—D SIDE) W/ 2 — #4 •'::r0 BM. (W/2 — #7 EA. CUP TO FASCIA) • • • • AL. KICK PL OPT. USE 202 TOP ATT W/1—#2 0 8" O.C. • • • • • • • • • • • • • ' . . WI, --.1- L/240 ROOM ADDITION R _0 • • • • • • •••• II • •••• • • • ' • • • SCREE!. # gir+MK0 , .,;vm,, att," 0 COF COL 11 '—e-- 411:11:11L. .".... 20 2 .0%,*3•4,,,,. — 4 im....i1,44,:lim„,,,,,. 27.1 witimism-10.44*Ok asmitessente voite"wakittiviiittiv4c, _ g n r • t • '*W., NER FOR COL SPACING LESS THAN 6' USE 3X2 ONLY ROOM ADDITION SECTION B—B (SCREEN ROOM 4,A• * SEE SITE SPECIFIC DRAWINGS E. CONN. TO BE CONT. TOP TO BOTTOM OF PANEL OF ALL JOINTS FASTENING SCHEDULE #1 — #14 TEK SCREW/HEX HEAD #6 — 2 — #1O S.M.S./ HEX HD. #7 — 3 — 1/4" X 2 1/4" TAPCON ANCHOR 118 — 4 — 1/4" BOLTS/WASHER/NUT 119 — 5 — CLIP ANGLE,.125" MIN. THICKNESS 1112 *LAG BOLT LENGTH TO BE 1" LONGER THAN #12X1" LG. S.M.S./HEX HD. 1/4" X 3" LAG 1/4" LAG*, WITH 1" WASHER #10 X 1 1/2" S.M.S./HEX HD. — CLIP ANGLE, 3/32" MIN.THICKNESS ALUMINUM PANEL THICKNESS SNAP BY BE USED . 42 0 8° 0.C. EA. SIDE SECTION C—C SIZES. #3 0 18" 0.C. 8 THRU PANEL, BM. 8" C.C. 202 2-42 (TTP.) INTERMEDIATE COL. FOR SCREEN ROOM 2 (1— /2" LONG) 11 C.C. (1Y13.) #5 CUP ANGEL W/3 — #2 EA. FACE FOR COL GREATER THAN 6'AND A CLEAR PANEL SPAN OF 12' OR LESS. (SEE BM TABLE FOR CLEAR PANEL SPANS GREATER THAN 12') MIN. 2" FASCIA FOR 7" BEAMS OR GREATER USE (3) — #4 & (3) — #7 BM. CONN. AT FASCIA AL FCC. OPTIONAL #8 THRU PANEL, BM. 8" C.C. #5 CUP ANGEL W/3 — #2 EA. FACE FOR COL SPAN 6' OR LESS AND A CLEAR PANEL SPAN OF 12' OR LESS. (SEE BM TABLE FOR CLEAR PANEL SPANS GREATER THAN 12') DETAIL B—B PANEL SCHEDULE: ROOF PANELS PANEL L/80 12' SPAN OR LESS L/180 OVER 12' L/240 ROOM ADDITION R — 2 _ 11 ' —0" 7'-6" — 3 11 '—e-- 9' —10" R — 4 13'-4" 12'—O" R — 6 17'-4" 15'-8" R — 8 20'-9" 18'-8" #2 SCREWS (5 SCREWS MIN. EACH SIDE) 202 48 0 8° O.C. PANEL (TTP.) 2°X2°X1/8° THK. (LENGTH DEEERMINED BY BM. SIZE) REV:1i ElitgAN CARRY BM, TO ALUM. COL. CONN. DETAIL DATE: 01/31/08 SCALE: N.T.S. INSULATED ALUM. PANEL DETAIL SHEET: PER F.B.C. 2004 EDITION & ASCE 7-02 STANDARD DADE COUNTY 047hr C.T. TARNOWSKI, P.E. STRUCTURAL ENGINEER — MA. LIC. 0050662 Iii z 0 (.0 N r•-) PLANTATION, FL. 33317 4.67" 040" D 1 X2 2.0" 4, � 2.0" 202 302 BEAM TYPE t. is 4LB .100 .046 5LB .116 .050 6LB .120 .050 7LB .120 .055 8L8 .224 .072 9L8 .224 .072 9LBH .306 .082 IOLB .389 .092 SNAP BEAM 602 702 3.0 GUTTER #1 SCREWS FOR 71.8 OR LARGER OR # 2 FOR 6LB OR SMALLER TTOP &BOT. 3.0 4, E- GUTTER 0 0 N -EXPOSED FACIA .0 4, 5.25 4, 3X2 SUPER G H -3 L 2X2 FOR COLUMNS 5 ": OR GREATER INV' ADDMONAL 2"X2 "X2 ANGLE EA. SIDE OF IIV OF COL YI ,: 3'< >bv #6 T( & 1 tt`A4's� ° LG. BOLL WE CHOR TQ .0 4LB,511 6LB,7LB 8LB,9LB,9LBH 10LB LAP BEAM H- GUTTER BRACE Z- GUTTER N 2"X2°X2" LONG X 1/8° ANGLE EA. SIDE OF COL W/ 4 6 TO COL & 1 - 3/8° 4" LG. EXPANSION BOLT (WEDGE ANCHOR) TO CONC. 0 EA. CUP A L . WING DETAIL SEE COLUMN ANCHORING DETAIL SEE COLU /4-#6 TO COL. (TYP 1 38 "X4 "LG. *` SION BOLT (WEDGE ANCHOR) TO . •NC. (TYP.) 2 PER COL PAVERS OR TILES OPTIONAL l I / / / / / / / / / /// /// /// / /// / / / / / / / / / /// / / / / / / / / / /// / / / / / / / / / /// / / / / / / / / / /// •• R TILES 3" FROM EDGE TO BOLT (MIN.), • 5'TRIP fG. a�rAlt. W/ RAVEN OR TILE * *2"X 8? FTG. IS MINIMUM FOOTIG •SIZE. REFER TO SITE SP 1SIFIC PLANS, AND STRIP FTG. OMEGA ROR ANY wpm. . REQUIREMENTS• MIN. FOQ1 NG IZES SHOWN APPLY TO NEW FGOITINGTo•ONLY. �QR St. FOOTING'S SEE 11 STS$lFIC PI ANR • • • • • •••• • • ••_• • •••• • • •••• SEE t61AIR !ANCHOR FINIS1{ GRADE • • 31 PROW., SODDED READ T u- FO1p•k!RCSIeN PROTECTION •��ry P1t/ C. SLAB - 10/ 0 W.W. 8° FTG. W/ WI !it OR TILE FTG. FRONT ELEVATION 3 0 18" 0. EWHERE DELETE 1X2 FOR OPEN PORT (TYP.) NOTE: ANGLES ARE NOT REQ'D. FOR 202 DOOR JAMB COLS. ANGLES SECURING THE COLUMN TO THE CONCRETE TO BE 2"X2"X1/8"X2" •NG. USE ONE ANCHORS PER CUP - MIN. TWO ANCHORS PER COLUMN IN ALL 3 x DIA. BOLTS ARE TO BE EXPANSION TYPE. (SEE ANGLE TO CONC. DETAI EXP. ION BOLTS TO BE "HIL11 KWIK BOLT II" SYSTEM OR EQUAL *3/8" T ` *! MAY BE USED IN UEU OF 3/8" EXPANSION BOLT SEE GENERAL 4 FOR ADDITIONAL REQUIREMENTS SEE COLUMN ANCHORING DETAIL 3" FROM !EDGE TO BOLT N. 2" MIN. COVER NOTE THIS DETAIL IS APP AND MUST BE ACC SPECIFIC CALCU NOTE: APP.. 4" CONC. SLAB W/ 6X6 - 10/10 W.W.M. W/ 8"X8" FTG. W/ 1 - #5 DETAIL •6" CUP ANGLE I`OR COLUMNS 5" DEEP OR GREATER 'INSTALL ADDTfIONAL 2"X2"X2"X1/8° ANGLE EA. SIDE OF INSIDE OF COL W/ 3 - #6 TO COL & 1 #3 TO - CONC. 0 EA. CUP 4 - #6 TO COL (TYP) 2 - #3 TO CONC. (TYP.) 4 PER COL FTG. #3 0 18° 0.C. EWHERE DELETE 1X2 FOR FRONT ELEVATION OPEN PORT (TYP.) 2°X3"X2" LONG X 1/8" ANGLE EA. SIDE OF COL W/ 4 #6TO COL &2- TO CONC. 0 EA. CUP RAL NOTE THIS STRUCTURE HAS BEEN DESIGNED & TESTED IN ACC F.B.0 2004 EDITION. THE MIN. MECH. PROPERTIES OF A4 THE ALUM. CONST. MANUAL. THIS STRUCTURE ALSO ASCE 7 -02 WIND LOAD = SCREEN WALL & SCREEN R00 44 ALUM. PAN & INS. PANEL ' x" IMPORTANCE FACTOR = 0.77 `? 1. ALL PRIMARY MEMBERS WILL BE CONNECTED COLUMN SCHEDULE (FOR OPEN;,,INALLS IVES MAX. COLUMN HEIGHT FOR G1? "- COLUMN TYPE: 3X3X.093 ' LOA SPACING 4 4 5 6 7 8 TO 11 12 14 16 18 20 21.3 19.1 174 16.1 15.1 14.2 13.5 12.9 12.3 11.4 10.7 10.1 9.5 6 7 .1 17.4 16.1 17.1 15.6 14.4 15.6 14.2 13.2 8 15.1 13. : }:1: o ' 12.1 {'1:. r%'4X • 0.6 '�: " ter:- :.: ''�2 :% x 12tr'` :4- xvr .. : %Z. ; 9.7 "VAS <c:. '. 1 12.3 11.4 10.7 ' . V `•_ `'ss.9.1 8 ':•.A,..: ' sf . 11.6 10.7 10.1 9•g.A <y}A,. _ 88 „f7.5 11.5 10.5. X' 8.6 4.,M VIII *...7.4 7.1 11.0 104 ` $:fN i M 8.2 7. j:: ' <<o.1 6.8 10.2 .ss4 >:; 7.6 7.2 9.5 4%>ti?ir •'•f8, 1.•' `'." •.. = 7.1 9*: 7.6. <•.�•`•"k•' % >:t 6..4 6.1 5.8 5.6 . 7 t 1�in1 %iS'x ',`: 5.7 5.5 5.3 PEN WALLS W /SOUD ALUMINUM ROOFS) HEIGHT FOR GIVEN COLUMN SPACING AND BEAM LOAD LOADING = 33 PSF AREA = 1.45 K = 1.5 I = 3.70 Ae 10.2 9.8 9.3 9.0 16 10.7 9.5 8.7 17 10.3 9.2 8.4 18 10.1 9.0 8.2 19 9.8 8.7 8.0 14.4 13.2 12.2 27.x,.4., 25.1' 24 s ? >: 2.5 5 19.0 17.8 16.7 15.9 15.1 14.5 13.4 12.6 11.8 11.2 ATAMMA 10 ,:,;n: tt8.1 °3 • 17.1 y.: LA .. 44 11 ',�c��::�: ��ti • 16.4 12 19 > 14 .;T,. 17.>15.9 14.5 16.;3:;`�:v:.16.6 14.9 13.6 trY5j.7 14.0 12.8 ;f.'; fi r4:., 14.9 13.3 12.1 SIB AA fig POP R FASTENERS. .c..�t;<U:�si;;,.. _ �•�•,�`tas•::�;s�"�.•'i: :�: 2. ANCHORS SHALL BE PLACED G ' ALL CONC. FASTENERS MUST LENGTHS SPECIFIED IN IN 3. FASTENERS FOR ALUM. 4. FASTENERS SHALL HAVE 5. CONTRACTOR IS RESPON* TO PREVENT ELE,TROLYSI 6. ALUM. IN CO PAINT OR W.A., COATS OF AL' 7. ALL DOORS TO`' SPA THE ST ED. OF OF THE SCREEN OPENINGS #JVE LOADS OTHER POSITIVE t, F CONCRETE SLAB OR FOOTINGS. X10 SOLID CONC. REGARDLESS OF 1J, PROTECTED W/ HEAVY BOOTED BITUMINOUS OR THE WOOD SHALL BE PAINTED W/ TWO S SEALED W/ A GOOD QUALITY CAULKING. OSINOt''i t .TCHING, W/5 FT. HIGH DOOR HANDLES WHERE POOL OR 202 DOOR JAMB PLACEMENT IS OPTIONAL ALL OTHER COLUMNS 'CENTER ED W/ 1/2 INCH DIA. WASHERS MIN. EMBERS FROM DISSIMILAR METALS : SITE - SPECIFIC PLAN SUPERCEDES ANY REQ.'S SHOWN ON W/ LOCAL BUILDING CODES. =' URUNC r: `: ®; t e .. S *AL 6063 -T6 .AL. 6063 -T5 S. T s *AL 3003 -i ` NETS, WASHERS .AL. 2024 -T4 ?' EIII TO BE ALUM., NON- MAGNETIC 4'STEEL, OR CADMIUM PLATED STEEL ? ` *UNLESS OTHERWISE NOTED 3" FROM G TO BOLT MIN. COLUMN ANCHORING DETAIL NOTE: ANGLES ARE NOT REQ'D. FOR 202 DOOR JAMB COLUMNS. ALL ANGLES SECURING THE COLUMN TO THE CONCRETE TO BE 2 "X3'X1/8"X2" LONG. USE TWO ANCHORS PER CUP - MIN. FOUR ANCHORS PER COLUMN IN AU. CASES. 1/4° DIA. BOLTS MAY BE ASHLEY QUICKSET", aka TAPCON ANCHORS. (SEE ANGLE TO CONC. DETAIL) 6.6 6.3 6.7 `O4 6.2 5.9 8.6 8.3 8.1 7.8 7.6 7.3 7.2 7.0 6.9 6.6 6.6 6.4 6.1 5.9 5.7 5.5 5.4 5.2 5.1 4.9 8.1 7.5 7.1 6.7 6.4 6.2 5.7 5.3 5.0 4.8 7.8 7.3 6.9 6.5 6.2 6.0 5.5 5.2 4.9 4.6 7.6 7.1 6.7 6.4 6.1 5.8 5.4 5.0 4.7 4.5 7.4 6.9 6.5 6.2 5.9 5.6 5.2 4.9 4.6 4.4 20 9.5 8.5 7.8 7.2 6.7 6.4 6.0 5.7 5.5 5.1 4.8 4.5 4.3 9 10 11 12 13 14 15 16 17 18 19 20 'x'23.5 22.1 21.0 20.0 19.2 18.4 17.8 17.1 16.6 16.1 15.7 15.2 14.9 21.0 19.8. 18.8 17.9 17.1 16.5 15.9 15.3 14.9 14.4 14.0 13.6 13.3 19.2 18.1 17.1 16.4 15.7 15.0 14.5 14.0 13.6 13.2 12.8 12.4 12.1 17.8 16.7 15.9 15.1 14.5 13.9 13.4 13.0 12.6 12.2 11.5 16.6 15.7 14.9 14.2 13.6 13.0 12.6 12.1 11.7 11.4 10.8 10.5 15.7 14.8 14.0 13.4 12.8 12.3 11.8 11.4 11.1 10.7 10.4 10.2 9.9 14.9 14.0 13.3 12.7 12.1 11.7 11.2 10.8 10.5 10.2 9.9 9.6 9.4 14.2 13.4 12.7 12.1 11.6 11.1 10.7 10.3 10.0 9.7 9.4 9.2 9.0 13.6 12.8 12.1 11.6 11.1 10.6 10.2 9.9 9.6 9.3 9.0 8.8 8.6 12.6 11.8 11.2 10.7 10.2 9.8 9.5 9.2 8.9 8.6 8.4 8.1 7.9 11.7 11.1 10.5 10.0 9.6 9.2 8.9 8.6 8.3 8.1 7.8 7.6 7.4 11.1 10.4 9.9 9.4 9.0 8.7 8.4 8.1 7.8 7.6 7.4 7.2 7.0 10.5 9.9 9.4 9.0 8.6 8.2 7.9 7.7 7.4 7.2 7.0 6.8 6.6 CARRY BEAM SCHEDULE (FOR SOLID ALUMINUM ROOFS TABLE GIVES MAX. BEAM SPAN FOR GIVEN BEAM LOAD BEAM LOADS WHERE ROOF OJECTION IS 12' OR LESS.... = L/80 BEM -EMS-WHERE ROOF PROJECTION IS 12' OR GREATER A = L/180 BEAM TYPE 4 (' 5 • 6 7 8 9 4 5 6 7 8 9 10 12 3X3 9.2 `"I - 7.5 6.9 6.5 6.1 7.2 6.7 6.3 6.0 5.7 5.5 5.3 5.0 41.8 8.9 8.0 7.3 6.7 6.3 5.9 7.8 7.2 6.8 6.5 6.2 5.9 5.6 5.1 2X4 11.1 9.9 9.0 8.4 7.8 7.4 9.0 8.4 7.9 7.5 7.1 6.9 6.6 6.2 X.`� 13.1 1.7')'10.7 19.6 9.9 9.3 8.7 10.9 10.1 9.5 9.0 8.6 8.3 8.0 7.5 5L8 11.0 19.7 9.0 8.3 7.8 7.3 9,7 9.0 8.4 8.0 7.1 7.3 6.9 6.3 61.8 12.6 11.2 10.3 9.5 8.9 8.4 11.2 10.4 9.8 9.3 8.9 8.4 7.9 7.2 718 14.2 12.7 11.6 10.7 10.0 9.4 12.8 11.9 11.2 10.6 10.0 9.4 9.0 8.2 81.8 19.7 17.6 16.1 14.9 13.9 13.1 16.7 15.5 14.5 13.8 13.2 12.7 12.3 11.4 91.8 21.4 19.1 17.4 16.1 15.1 14.2 18 3 17.0 16.0 15.2 14.5 14.0 13.5 12.3 1019 28.2 25.2 23.0 21.3 19.9 18.8 22.8 21.2 19.9 18.9 18.1 17.4 16.8 15.8 STRIP FOOTING SCHEDULE STRUCTURE 6 FOOTING (MIN.) WIDTH X DEPTH REBAR SCREEN ROOF W/ UP TO 7LB BEAM 12" X 8" 1 - #5 SCREEN ROOF W/ 8LB 12" X 10" 1 - #5 SCREEN ROOF W/ 9,8 12" X 12" 2 - #5 9.6 9.0 8.5 8.1 7.7 7.3 COLUMN SCHEDULE FOR SOUD ALUMINUM ROOFS WITH SCREEN WALLS) TABLE GIVES MAX. COLUMN HEIGHT FOR GIVEN WIND LOAD = 30 PSF ROOF, 10 PSF WALL SPACING z EXPOSURE C ja 1885 COL TYPE 4' -0" 4' -6" 5' -0° 5' -6° 6' -0 6' -6" 7' -0" 7' -6° 8'-0" 41.8 10 2 9.6 9.0 8.5 8.1 7.7 7.3 7.0 6.7 51.8 12.8 12.0 11.3 10.7 10.2 9.7 9.2 8.8 8.4 6LB 14.1 13.2 12.4 11.7 11.1 10.6 10.1 9.7 9.3 718 15.7 14.6 13.8 13.1 12.3 11.8 11.2 10.7 10.3 81.6 22.9 21.6 20.5 19.5 18.6 17.8 17.1 16.4 15.9 919 2 .1 22.7 21.5 20.4 19.6 18.6 17.9 17.2 16.6 9L8H 28.1 26.5 25.1 24.0 22.9 22.0 21.2 20.4 19.7 101.8 33.3 31.4 29.8 28.4 27.2 26.1 25.2 24.3 23.5 OPEN 2X4 SEE ATTACHED SCHEDULE FOR ALLOWABLE HEIGHTS. OPEN 2X5 0 0 Ail DATE: 01/31/08 SCALE: N.T.S. SHEET: C SCREEN ROOF W/ 101.8 12" X 12" 2 - #5 ALL SO ROOFS ALUMINUM 12" X 12° 2 - #5 MIN. FOOTING SIZES SHOWN APPLY TO NEW FOOTING'S ONLY. G ( or- FOR EXIST. FOOTING'S SEE SITE SPECIFIC PLAN. C.T. TARNOWSKI, P.E. GENERAL DETAIL SHEET: PER F.B.C. 2004 EDITION & ASCE 7 -02 I DADE COUNTY STRUCTURAL ENGINEER - FIA. UC. 0050662 PLANTATION, FL. 33317 CNI is" CLI oz