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HomeMy WebLinkAboutSUBMITTED PAPERSOFFICE USE Date: 1 Y: Fee Due: Receipt# Permit # 3. 4. PLANNING & DEVELOPMENT SER CES SeING & CODE REGULATION D HE® 2300 Vvginia Avenu BY FL Pierce, FL 34982-5652 �$. Lucie County ��2-462-1553 APPLICATION FOR ALUMINUM STRUCTURESVPRMIT *.scwrv-7 i:r - -or x aG' T L)1xI fil�fE ADDRES4S. 2� ,t a L AN° [�IIAW CiX . vat- 1 L' % -- PROJECTNAME: IZT ��5 SITE PLAN NAME: PROPERTY TAX ID #: Q> i 5 '- b o 53 -- D©O -- 8 L-'� LEGAL DESCRIPTION (attach extra sheets if necessary): &-'G - Phi 5. PLAT BK. PAGE BLOCK LOT +4 19,1 6.2L4 tangy r 6 ,,LL 6. PARCEL SIZE: ACRES/SQ FT. W�2 LOT DMNS NS X , ��• ! 7T 7. SETBACKS (ACTUAL) FRONT: U:f5 BACK: ZS a� RIGHT SIDE: 23 LEFT SIDE: 8. TYPE OF STRUCTURE (CHECK ALL APPROPRIATE BOXES FOR EACH AND EVERY TYPE OF STRU TURF) TYPE OF CONSTRUCTION N = New A = Addition R = Rebuild SG = Slab on Grade SR = Raised Slab WD = Wood Deck DEAENSIONS SQUARE FEET OF CONSTRUCTION ❑ SCREEN ROOM ❑ NEW ❑ EXISTING X ❑ HABUABLE GLASS ROOM ❑ NEW ❑ EXISTING X ❑ CAT 1, 2 OR 3 SUNROOM ❑ NEW ❑ EXISTING X ❑ ALUMINUM COMP. SHED ❑ NEW ❑ EXISTING X X POOL ENCLOSURE P S(V NEW; EXISTING X NO ❑ M H ROOF OVER ❑ NEW ❑ EXISTING X ❑ ROOF SYSTEM OVER EXISTING ACCESSORY STRUCTURE ❑ NEW ❑ EXISTING X OTHER: 5t-ft?) SCJ NEW ❑ EXISTING ,�� X 2 � 130 ❑ ALUM POOL FENCE Linear feet TOTAL SQUARE FOOTAGE OF CONSTRUCTION l Gip`Z 9. VALUE OF CONSTRUCTION: $ 11 0015.op The value of construction is used to determine the amount of permit fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction activities. If the value is $2500 or more, a RECORDED Notice of Commencement must be submitted PRIOR TO FIRST INSPECTION. SLCCDV Form No.: 001-02 Rev.04126/2010 4 i Lc U PI-06 3 9 . 700 OWNER INFORMATION -�� V/ NAME: lC+t' P� I� ��► b&AAA K, ERA ADDRESS: 15+w 0 vJ c. -"wr-1 6 L 5 4- Cl k.c- CITY: ��CL,r`ul C rim STATE: ' � ZIP 34- O PHONE (DAYTIME): 0- 33 G -+ t g EMAIL: FILL IN NAME AND ADDRESS BELOW IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE: FEE SIMPLE TITLEHOLDER: ADDRESS: CITY: STATE: ZIP PHONE (DAYTRAQ: (__) CONTRACTOR INFORMATION ,�y STATE OF FLORIDA REG./CERT #: °SLC n 4 670(01� ST. LUCIE COUNTY CERT It: _ BUSINESS NAME: ?%0 i'SzCR. S P,ee*3 t V m Pw�- QUALIFIER'S NAME: CR, A t G R % C-S ADDRESS: 27 4-0 5.0 Q iAAc tTi iJ ToW Q S 'J3%-A ®` ' 3 91 CITY: 1 A- -M C,I-TM STATE: f-'i_ : ZIP PHONE (DAYTIME): 774 L' 3 -RI CJ 7 FAX NO. ?7Z-7-b3 3DZ% email: ARCHITECT/ENGINEER: i A-9.t40 � SV 1 ADDRESS:: 13 L b A ly a 5� 5 � CITY: STATE: eL ; ZIP 3 17 PHONE (DAYTIME): ('15qr 7 z% " ZO '0 NOTE: IF APPLICABLE, SUBCONTRACTOR AGREEMENTS MUST BE ATTACHED TO APPLICATION FOR ROOFING, ELECTRIC, PLUMBING, AND HVAC ZONING REQUIREMENTS All such structures will be subject to the requirements of the ST. LUCIE COUNTY LAND DEVELOPMENT CODE. ❑ 2 scaled plot plans showing lot size, dimensions of existing host structure, and proposed aluminum addition. All setbacks including front, side, rear and distance between adjacent property structures in MH Parks shall be indicated on the plot plan. ❑ 2 sets of color photos for all storm damaged areas to be reconstructed. One picture must include house address number for inspection verification. ( not required for construction unrelated to storms) OFFICE USE ONLY SECTION �, V TOWNSHIP RANGE ` iO MAP NO. L44bS Additional ZONING c,1 LAND USE {> LOT CVG %PRermits equired REPORT` BIMS FEE $ MISC FEES $ TOTAL FEES $ CODE BUILDING & ZONING REVIEW FRONT PLANS VALUE OF CONSTRUCTION REVIEW COUNVR ZONING SUPERVISOR EXAMINER VEGETATION USING ICC TABLE CATE OMPLETE 0�3 U TNTTTAT.0 L� /� '!/ ) F CERTIFICATION:' This application is hereby made in order to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity, if applicable, for the permitted work. NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU 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: IN THE EVENT IT IS NOT YOUR RIGHT TITLE OR INTEREST THAT IS SUBJECT TO ATTACHMENT, THE APPLICANT DOES HEREBY MAKE A GOOD FAITH PROMISE TO DELIVER A COPY OF THE ATTACHED CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT, AND DOES SO AS A CONDITION PRECEDENT TO THIS PERMIT 1. If utilizing the AAF Guide to Aluminum Construction in High Wind Zones, I the Contractor/Owner Builder hereby certify that the components being used, fasteners type and fastening pattern meet all the requirements for the designated wind zones established by the county and take full responsibility for complying with the submitted design of the structure being permitted. 2. I further certify that all the foregoing information is accurate, that no work or installation has commenced prior to the issuance of a permit and that all work shall be performed in compliance with all applicable laws regulating construction and zoning in this jurisdiction. I understand that separate permits may be required for ELECTRICAL, and HVAC, etc., not otherwise included with this building permit application. 3. I , the Contractor / Owner Builder, have -verified that the existing foundation meets the requirements of the Engineer of Record 'and is in adequate condition to withstand the uplift and weight of the aluminum structure and said structure will not exceed the footprint of the structure that was in existence prior to removal by the storms. cn�� OWNER OR CON OR SIGNATURE CONTRACTOR SIGNATURE STATE OF FLORIDA 1 COUNTY OF iykkP::11 N The foregoing instrument was acknowledged before me / me this day of �' , 20OD , by 1 Cy ��CC who is personally kn produced to me, or who has STATE OF FLORIDA COUNTY OF Nisi 1 The foregoing instrument was acknowledged before me me this bji day of D E-C— , 20 b , by C l& Rtce: who is person yLovtn:_ to me, or who has produced as identification. as identification. P (Seal) Signature ofNotary * OMMISSIO iDD Signature ofNotary a ; ••• ;� W My EXPIRES: November 12, 2012 * MY IDD LWiIMPORTANT NOTICES9OFFIDa eondedmue+agetNomryseulus EXPber12,2012 OFF"" BoMedThNBud9etN01AlySPMC1i • TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE.NOTARIZED. IF APPLYING FOR THIS BUILDING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR, IN THE OFFICE LISTED ON THE FRONT OF THE APPLICATION, TO SIGN THIS APPLICATION & THE OWNER/BLDR AFFIDAVIT. • ALL SIGNATURES ON APPLICATION SUBMITTED SHALL BE ORIGINAL, SIGNED IN INK. COPIES, FAXES, OR STAMPED REPRODUCTIONS ARE PROHIBITED. • WHEN A PERMIT IS AVAILIBLE FOR ISSUANCE BUT IS NOT PICKED UP WITHIN THIRTY (30) DAYS AFTER NOTIFICATION OF AVAILIBILITY, IT WILL BE VOIDED. IF THE APPLICATION IS RESUBMITTED, AN ADDITIONAL FEE WILL BE CHARGED. PLAN LNIEW SPECIFICATION - PLEASE PROVIDE ONE OF THE FOLLOWING: ❑ 2 Sets of Detailed Plans: Dated, Signed & Sealed by an Engineer or Architect holding a Florida State professional license. ❑ 2, Sets of Detailed Plans: Designed in accordance with the AAF Guide to Aluminum Construction in High Wind Areas. ❑ 2 Sets of Detailed Plans: Designed in accordance with any Approved Manual per fs-489.113. (1) ANY PLANS SUBMITTED WITHOUT COMPLYING WITH THE FOLLOWING SHALL BE RETURNED WITHOUT APPROVAL. ALL PLANS MUST BE IN INK AND ANY NOTATIONS IN PENCIL WILL NOT BE CONSIDERED A PART OF A SUBMISSION. • All plans must be legible and must be designed in Architect's Scale on pages which are 81/2" x I I" or larger. • All relevant tables & details, if using a manual, must be properly highlighted and must match design checklists & drawings. • The plan view must include all dimensions; the location of the host structure and all materials must be sized and identified thereon. • All elevations must be shown, including 4s' wall detail, dimensions and all material must be sized and identified. • All primary and secondary carrier beams, spans, spacing, gauges must be shown [Example: 2" x 8" x .072"]. • All methods of fastening or other details which are relevant to the design must be identified on the Plans. • All upright column heights, sizes, spacing and gauges must be shown as follows: [Example: 3" x 3" x .050"]. • All chair -rails, roof purlins, girts, channels, knee -bracing; k-bracing, cable bracing or any other required component must be sized and identified. • All ridge beams and super gutter or fascia attachments must be identified. • All roof pans or composite panels, with gauges and spans, must be sized and identified. • All footing, slab and ISO pier designs must be on the plans, per the Architect / Engineer's plans & specifications. • All light metal alloys which are utilized shall be designed in conformity with the Florida Building Code of 2007, Chapter 20, including 2006 revisions. • Barrier railings, if utilized, shall have all materials, fasteners and height specified and shall have self -closing, self - catching gates with picket spacing. (II) SITE CONSTRUCTED SHEDS, HAVING ANY ALUMINUM COMPONENT, SHALL MEET ALL OF THE ABOVE REQUIREMENTS AND THE FOLLOWING ADDITIONAL ITEMS: (A) 2 copies of the current product approval [i.e. N.O.A. or State of Florida approval] with the proposed "opening" or cladding component highlighted and with fasteners and design pressures, per FBC 1714, clearly identified. (B) 2 electric schematics, in accordance with the N.E.C., if applicable. (C) Design pressures, per ASCE-7, identified on the openings of all Plans. (III) HABITABLE ROOMS/ADDITIONS DESIGNS SHALL MEET ALL OF THE ABOVE REQUIREMENTS, EXCEPT AAMA SPECIFICATIONS, AND CHAPTER 13 OF THE FLORIDA BUILDING CODE. (IV) SUNROOMS (as defined in R202 and FBC 2002.6) MAY BE ET ALL OF THE ABOVE REQUIREMENTS AND MUST BE IN SCONSTRUCTED, F STRICT COMPLIANCE WITH AAMA/NPEA/NSA210� 0.0EY 2AND MEET THE FOLLOWING ADDITIONAL ITEMS: (1) The designer or engineer will state on all Plans, which Category of Design [3.1.2] will be used, inclusive of the definition. (2) If designing a Category 4 or Category 5 structure, as defined in the current Edition of 3.1.2.4 and 3.1.2.5, proper energy calculations and long form equipment sizing calculations shall be required, pursuant to Chapter 13 of the current State of Florida Building Code. (V) MOBILE HOMES (FAC 15C-2.0081- FAC 15C-2.0072): ALL STRUCTURES ADJACENT TO OR NEW ROOF SYSTEMS (Pan or Composite) OVER EXISTING ADJACENT STRUCTURES TO A MOBILE HOME SHALL REQUIRE: (a) A 4te wall or a current, signed original manufacturer's attachment approval letter which includes the model number, serial number and current owner's name and street address. (b) That the complete guide to H.U.D. specifications be strictly adhered to. (c) A Certified Florida Engineer may design the manner of attachment of the proposed structure to the host house but shall assume full responsibility for both structures' integrity by site specific documentation. I— JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY FILE # 3540703 OR B(; �3251 PAGE 1956, Recorded 12/07/201Q -` 02:24 PM NOTICE OF COMMENCEMENT The undersigned hereby given notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statues the following information is provided in the Notice of Commencement. µVI.6 -- $)S`—DO S'3 —Ob 0-8 1. DEscRipnoN of PROPERTY (Legal description and street address, if available) TAX FOLIO NUMBER: SUBDVMION 1}'RiZR. ��� BLOCK TRACE LOT BLDG UNIT' 0 I — I - (a r 24t{$_Z47S 9 r-c DAr.nFSCRIPTIONOFIMPROVEMENT: , t e.l„o✓c>I /l�forw+a K ['r+h 3. OWNER INFORMATION, I , a, Nem�ej ' l j Q j �J /� b. Address/ST 6 IV W k1 4 7TOvt YJ N f ✓� / G I "t- ' "' c. Interest m ProP�Y-J. tI& H e d. Name and address of fps simple titleholder (if other than Owner) 4 gnTORE ADDESSdPHO-NCE.NUMER:Zy o cJ s L7`f �41n� k 7 Zg3• l-7 TQ 2 3-307-8 5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: ' Q 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER' 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: NAME, ADDRESS AND PHONE NUMBER: 8. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in Section 713.13 (1) (b), Florida Statutes: NAME, ADDRESS AND 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): , _, 20_ Print Name and Provide Signatory'htlarOffice Owner's Authorized Officer/Director/Partner/Manager State of Florida County of P. Vhr The fore g instrument was ac.4nowledged before me this e?9 __ day of , 20 A')' By 1C I c a* 0w 7 fj (name • f perron) �2 (type of authority,... e.g, officer, trustee, attorney in fact)d cc C i For ":i��3 (name of party on behalf of whom instrument was executed) r •.`. •' �ersonallyknown or —produced the f to t "e f" a 'S " • �J ,, , SHIRLEY A. RIALL d�P: r Nol>try public • State of Florida iz w i. Comm. Empires Sep 28, 2Public)-- r fAY, (Signature o ary df Commission # DD 90298/ �+ f,` ` Bonded Waugh Ndionai Noiary Assn. Under Penalties of perjury, I de ie forcgoTg and that the facts in it are true to the best of my knowledge and belief (Section 92.525, Florida Statutes). O.. r Si tur•e(s of er(s) a Orvr ,r{s)' Authorized Officer/ Director/ Partner/Manager who signed above: Q p— ev .0&09-07 (S.Recording O I u.r By = C L G_ O O U U ii LU O ca O � � <!J 2 .9— U1j �JL�E C�Gy ST. LUCIE COUNTY . r. BUILDING & ZONING 2300 VIRGINIA AVENUE • '� ^ " ; FORT PIERCE, FL 34992-5652 F�OR`Op 462-1553 FILLED LANDS AFFIDAVIT I, the undersigned, am the owner of the following described property: fay U� �J uvk Lt", gg2'6-- 81,'-00-�� - 0 0 0 ._g (Tax ID/Legal description/Address) for which I have applied to St. Lucie County for a Final Development Permit. In accepting this Final Development Permit, BP Number SLc l0Aa-00-'>(o , I acknowledge that as owner of the above described property, and in accordance with Section 7.04.01(D), St. Lucie County Land Development Code, I shall be responsible for assuring adequate drainage so that the immediate community WILL NOT be adversely affected. I further acknowledge that in granting this permit for the development of this property, St. Lucie County -is neither obliged nor liable to provide for, or maintain in any form, adequate drainage off my property which will not adversely affect the immediate community. Property Owner Name Property Owner Signature Date STATE OF FLORIDA, COUNTY OF ACKNOWLEDGED BEFORE ME THIS DAY OF , 20d, BY Ale,te m a. /\/JJ• G 27`h WHO IS PER ONALLY KN WN TO ME OR WHO HAS PRODUCED AS IDENTIFICATION. SIGNATURE OF NOTARY TYPE OR PRINT NAME OF NOTARY (SEAL) NOTARY PUBLIC TITLE ,7f�COMMISSION NUMBER l SHIRLEYRIALL� Notaate of FloridaMy CSep 28, 2013CoD 902964Bondenal Notary Assn. i S Nr �v O UNIT 47 v� 4- SET I.B. _ � h � N23° L �� �� a q0 / cut m /q� J 42 06'!pj SET I B. S v OF` ly Ll Ql UNIT, 46 ONC. 1, nj co �Q t1fc� cOce �. HMO' /� ��M �'� `'c►�; A / SET I.B. I- STORY Q1 C.B.S. wl E FND P P. ti \ _. ; . p• -� ft C? � PK/ MI5'�f ':S,Q' °� $(` `? E 5� x A°O 1-0A i; PJ 2i2 R.=3 50.00' KNOW /U2 RECORD N. 029 53' 00" E. 174.81'(P) SET ►.B. RECORD SET I.B. MARTIN COUNTY DESIGN CERTIFICATION CODE EDITION: FBC 2007 EDITION W/2009 SUPPLEMENTS OCCUPANCY: SINGLE FAMILY DWELLING - SCREEN ROOM BUILDING DESIGNED AS: OPEN STRUCTURE BUILDING HEIGHT < 60 FEET MEAN ROOF HEIGHT: 10'-6" IMPORTANCE FACTOR: 0.77 BASIC WIND VELOCITY PRESSURES: WIND SPEED: 140 MPH (s smow cusp BASIC WIND VELOCITY PRESSURES: 29 PSF WALLS 8 PSF ROOF 30 PSF SOLID ROOF ROOF DEAD LOAD (Acme DEAD LDAD usED To RESLsr uPuFr HEAonoNs): 0 PSF SOIL BEARING CAPACITY. WELL COMPACTED REVIEWED FOR SHEAR WALL REQUIREMENTS: YES NO IMPACT PROTECTION REQUIRED FOR SCREEN ROOMS 3" INSUL — ALUM. ROOF q'I 8LB CARRY BEAM #14 TEK SCREWS ®® 18" O.C. SUPER GUTTER Section A —A N.T.S. DASH —DOT INDICATES NEW 5'X26'X4" CONC. SLAB W/ 6X6— 10/10 W.W.M. OR FIBERMESH & 8"X8" FTG. W/ 1— #5 REBAR (TYP.) p X r -m Nii X3 Ia m ct 4LB 3DOOR" m m oo cn C D O _ X 202 O O O w ro 1X.3 n' Z Z 2'-8" NOTE: NOTE: THIS JOB WAS DESIGNED DOOR LOCATION IS OPTIONAL. BASED ON 6005-T5 CONTRACTOR MAY ADJUST IN ALUMINUM ALLOY FIELD PER HOMEOWNER REQUEST 2"X5"X2" WIDE X 1/8" THICK ALUM. ANGLE GUTTER BRACE 0 EACH 9LB 1X3 2"X2'X1/8"X3" LG. CLIP ANGLE EA. SIDE W/ (2)- 1/4" THRU-BOLTS OR (3)- #14 TEK SCREWS TO BEAM SCREEN ROOF 1 - 1/4" THRU BOLT PER CLIP THRU 1X3 & GUTTER ATTACH 1X3 TO GUTTER W/ # 14 X 2" LG. TEK SCREW O 24" O/C ATTACH TO EXIST. 2" FASCIA 28'-8" EXIST. HOUSE 1 EXIST. 32" O.H. i._._._._._.-._.-.-.-.-.-._._._._._. =1 1 �i INSUELWALUM. io NI ROOF —� I� 15'-4" T I £ I EXIST. HOUSE L j EXIST. 32" O.H. 1X3 SUPER GUTTER 2X3X.060 2X3 Ui _ o 0 =Go x N X mJ Ld 2X3X.060 2X3 PLAN j ATTACH TO EXIST. 2" FASCIA 12'-0" IXIST. HOUSE / I EXIST. 32" O.H. I I O N NEW 3" 10 0 r1 INS ROOFLUM. !: I� A I B CARRY BEAM _ 1X3 A 30'-0" 0 I N I M 3X2 1X2 iX3 m m �G� X to Lo to cJo rl ccoo �0 co o M I I 2X3X.060 ; 2X3X.06O K B�Cf aN 1X3 6'-6" L 6'-6" 1 6'-6" L 6'-6" 1 V-6" 1 7'-6" 1 7'-6" I V-6" �I FRONT ELEVATION l0/2 ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR CONS LIANCE REVIEWED BY DATE PLANS AND PERMIT MUST BE KEPT ON JOB OR NO iNSPECT19 WILL BE MADE 5LB O N 5LB 1X3 z I Lo d- n. I uo cn z D 11 J JJ r` r` (o rn O 0 O 0 U rn rn a� c �N m rn c •L a� a� c c Ld L F Z W Y � W .._I EL EL En Q� O O (V p U LLI W CONCEA 9'-0" N 0 :_FASTENERS OR ATTACHMENTS ARE THE RESPONSISILIif m W OF THE LU CONTRACTOR OF RECORD O O 4 LL Z Z OISCLAINER: U O FOUNDATION INFORMAMON SHO1M ON THIS PLAN IS WED ON DATA PROVIDED BY THE CONIR'�LTOR//CIIENT. THE FDUNDAnONS (n 0 SPECIE® ARE THE MMURED TO RESMaf'ALL SUPERIMPOSm LIVE AND DEAD LDADS FROM THE PROPOSED SIRUCTUP Z LU N Q J Q EL m EXIST. CONC. SLAB WITH Lu Z CONT. 8"X8" MIN. FTG. co (D W �LLJ O zto co Q 0 F - Lo ^i3 � F-- U 0 I ' w O ; Li LL. N — O N \ II 0 0 00 m O N \ m 0 O Ld Z Ld Z Y I— m Cd Q Q W IW 0O 0 0 U O U � Z o W LL. � U LLIftf = UJ Ln Ld m w o U O U r a z � J m � Ld z W3i� o W Z U Q � =com U OfLL0< 0 (n Ld —0- U r- � O (o ,N O t• Z L �� H W W z O Lu vv D) X Z z LZ J 0 Li IL 1- W N � Lo LL rJ z 0 O co c r-0 (L 1X3 IS GUTTER j"X1" PICKET EA. LAG `f ° (2 EA. BM. EXIST. &5 RUSSSCIA CLIP E> OPTIONAL & EAM W�(s.V` BEAIvI+;(4a SOFFIT TO 1X3 1 1 1X3 ALUM. BEAM 1/2" X 9" LO�JG LAG EA #1 - 2" LONG ® 24" X3 TO SUPER GUTTER O.C. FROM FA f .sw.. =' CLIP THRU 2 FASCIA BETWEEN BEAMS m NOTCHED 4"X4"X1/8" SUPER ADDTTIOTEr; 2'X2"X2 X 12I TH ##4 TO BEAM OR 4 - o 6 EA CUP TO BM. ALUM. TUBE SPACEER EA BM. GUTTER LAG :-•:«• AL ANGLE CLIP 1"X1" PICKET(2 EA. BM) (EA. SIDE OF BM.) OPTIONAL CUT OFF`= GUTTER CONNECTION DETAIL (MANSARD & FLAT ROOFS) FORE712G. G LUTTERSG SCREEN FABRIC DETAIL SHEET: O.H. & 2" FASCIA 2 _ 4 OR 1'X1' PICKET T ® CUP 0 COL 3/g" LAG X 9' LAG BOLT THRU X 3" 2" X 2' X 1/8' EA CUP & 202 AND GUTTER ANGLE FA. SIDE (24" C.C. ELSEWHERE) TER SUPER GUTTER (TRANSOME) KNEE WALUFASCIA CONNECTION RAIL U IED FASCIA ALUM. SUPER 2"X2"X ANGLE Wl- EA. FACT �r;_ INTERIOR FASTENING 4 - #10 X 1 1/2" SC INTO REW SLOTS EA: 12" CHAIR RAIL CONNECTION *THICKNESS PER SCHEDULE 1X2 SNAP \ #2 \ 18" C.0 ALTERNATE EAVE MEMBER NOTE: THIS MAY BE USED ON„ WHEN COLUMN SPACIIIC,fi ARE 7'-6" OR LESS `'<^ OR SLOPED 1X3 2" MIN. *ROOF BRACE TO BE 2"X2°X.090" ROOF 1-#4 1-#4 2"X2"> 'C' CF 3/4" DIA WASHER SAVE MEM. (6)-7-Tl0X3/4"SMS.. (.3. r 2"s1X ;!,2" X 2X3* ' VARIES j 03 '::: PER SCHED. BELOW `.f•; t "#>`:%:•::_ MANSARD BEAM SPLICE EA. STtp::r?;?__.> REO'D 4 OF ;U14 TFK SCREWS SITS%''f I BEAM EA BEAM EA. SIDE TOTAL BOTH SIDES 7LB 8 32 8LB 9 36 9LB 10 40 10LB 11 44 - PURLINS NOTE: BE FLAT OR PROVIDE MIN. 1" SEP. BETWEEN FASTENERS. MIN. ED 1" EDGE DISTANCE BETWEEN FASTENERS & GUSSET_ _RUST- 4SCIA 2X3XO.05 5LB OR 2X3XO.060 (SLOPING PURUN) ;f r N 3X3X0.070 CONTINI 1X3 l 1X3 NOTCH COL 1"X0.090"X8" LG. STRAP W/ (7)- r . '-f'r1f" FASCIA MAY BE #10 TEK SCREVS .N45 .fi =:• #LF;UP BY LAGGING NEW 1 " 2" X 2" X 1/8" ANGLE ^-•µ--?:-: -• :.:.r " "'}*ti :;� #:'' TO OLD W/2 - 1 /4" X3 '2" EA. SIDE W 2 7 TO FASCIA & I6) - 6 2X3XO.050 FLAT - 3L/8' THRU BOLT T LAGS/TRUSS OR RAFTER. SUB FASCIA BEHIND 1" TO PURLIN 3 #6 EA SIDE BE 2"X2"X.090" ROOF BRACE* 1-#4 W/ 1" DIA. WASHER L EAVE MEM. ALT. ROOF BRACING *ROOF BRACE TO BE 2"X2"X.090" OF BRACE* 1/8" ANGLE OR 311 144 W/ PICKET/4CUT DIA. WASHER TO FIT / EAVE MEM. I ALT. ROOF BRACING HOST STRUCTURE 2" X 2" X .090" — V_ -ANCHOR TO PURUN OR EAVE MEMBER W/ (1) - 3/8" THRU BOLT -BRACING MAY BE INSTALLED ON TOP OR ON THE SIDES OF PURUNS, BEAMS, AND EAVE MEMBERS. -ANCHOR TO LAP BEAMS W/ (1) - 1/4' THRU BOLT OR (2) - #14 TEK SCREWS ROOF BRACING (TYPICAL PLAN) *REFER TO SITE SPECIFIC PLAN FOR ADDITIONAL BRACING REQUIRMENTS SITE SPECIFIC ENGINEERING SUPERCEDES THIS GENERAL GUIDE ® sclA IS S ALSO ACC P--TABL - 2" X 2" X 1 8" COL #1 14 TEK SCREW HEX HEAD LAG 6 G Z" GUTTER BRACE ANGLE W/3 / #1 2 — 10 S.M.S./HEX HEAD ® EA. ALUM. BM. �nli__EA• FACE 3 — 1/4" X 2 1/2 TAPCON ANCHOR OPTIONAL 2"X2"X.125" X 3" LG. CUP -- P'URLIN TO 4 — 3/8 BOLTS/WASHER/NUT 1X3 ANGLE ONE EA. SIDE OF BEA]IF, 3X3Xo.o70 COLUMN 5 — CLIP ANGLE,.125' MIN. THICKNESS BEAM 6 — #12 X 1"LG. S.M.S/HEX HEAD t DETAIL 7— 1 /4" X 2 1 /2" LAG 2 - #4 OR 4 - #6 EA. C 9 — # 10 X 1 1 /2" S. M.S./HEX HD. OPPTIONAL I DATE 03/01 /09 ENGINEERING BUSINESS CA 00009677 AP CUT OFF lj(SCALE N.T.S. TARNOWSKI P 4 - (#1xXPER CUP GE�� GUTTER BRACE F.B.C. 2007 EDITION W/2009 SUPPLEMENTS ALT. W/O SH A ENGINEERING SNAP #2 16" C.0 i CIVIL & STRUCTURAL ENGINEERING B� 7360 N.W. 5th Street Phone (954) 727 - 2027 Plantation, FL 33317 Fax (954) 727 - 9644 T5 THIS DOCUMENT IS THE PROPERTY OFTARNOWSKI ENGINEERING, C.T. TARNOWSKI, P.E. INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR IN PART STRUCTURAL ENGINEER — FIA. UC. 0050662 WITHOUT WRITTEN CONSENT OF TARNOWSKI ENGINEERING, INC. CHAIR RAIL ALL CALCULATIONS BASED ON THE FOLLOWING CRITERIA: 1. FOR SCREENING WITH OPENINGS > 60% SPANS ARE BASED ON LOADS FROM FBC TABLE 2002.4 LOADS ARE APPLIED SIMULTANEOUSLY TO WALL & ROOF 2. 8 PSF ROOF -I- 29 PSF WALL COMBINED LOAD & 300# NON -COMBINED LOAD 3. EXPOSURE C, IMPORTANCE FACTOR = 0.77 4. DESIGN MEETS L/60 DEFLECTION REQUIREMENTS SCREEN BEAM SCHEDULES WITH MANSARD ROOF W/8' COLUMN HEIGHT W/10' COLUMN HEIGHT MAXIMUM BEAM SPAN MAXIMUM BEAM SPAN BEAM 4' 5' 6' 7' 8' BEAM 4' 5' 6' 7' �8 ❑ 4LB - - - - - 4LB - - - - - 9L813.6 9.0 - - - 5LB 10.5 - - - - MAXIMUM SPAN RAIL 4' 1 5 16' 1 7' 8' 9' 2X3XO5O 7.4 6.9 6.4 6.0 5.6 5.3 2X3X060 8.2 1 7.6 1 7.2 1 6.8 1 6.5 6.3 -F 1/2 THE DISTANCE TO CHAIR RAIL OR EAVE ABOVE; EAVE MEMBER SCHEDULE` MAXIMUM SPAN "R�.'• LOAD FACTOR = 1/2 RAIL BELOW is 1/2 ( W/ 12' COLUMN MAXIMUM BEAM U) 6LB 18.4 14.4 10.5 6.0 - I 6LB 16.0 11.0 4.1 -- - 6LB Z 7LB 22.5 18.5 15.1 11.7 8.2 7LB 20.5 16.1 11.5 6.4 _ 7LB Q � 8LB 35.9 31.1 27.4 24.5 22.0 8LB 34.4 29.5 25.7 22.5 19.9 8LB cQ 9LB 45.4 39.8 1 35.6 32.2 29.4 i9LB1' 44.0 1 38.3 1 34.0 30.6 9LB 10LB 54.2 1 48.0 1 43.2 1 39.4 36.3 1DLB 1. 53.2 1 46.7 1 41.8 38.0 34.8 10LE W/8' COLUMN HEIGHT W/'10' COLUMN HEIGHT MAXIMUM BEAM SPAN MAXIMUM BEAM SPAN BEAM 4' 5' 6' 7' 8' BEAM 4' 5' 6' 7' 8' BEP ❑ 4LB - - - - - 4LB - -- - - •`;:::==;:i;<„4LB 5LB 8.1 - - - - 5LB - co 6LB 14.9 8.8 - - - 6LB 10.5 - - Z 7LB 19.7 ' 14.8 9.5 - - 7LB 16.7 9.7 - :5-; 8LB 34.2 29.1 25.1 21.8 19.0 8LB 32.2 26.9 22.7;yt 15.9 d 9LB 43.9 38.1 33.7 30.2 27.2 9LB 42.2 36.3 31.8 OW. t}.,. 25.0 ,: $;<,. 10L6 53.2 46.6 41.7 37.7 34.5 1OLE 51.7 F MANSA RD AN D A-FRAM E TABLE APPLIES T0 MAN SARD HALF ' FOR LARGER HEIGHTS SEE 5fiE SPECIFIC ENGINEERING. ..... .. .. 4LB 9.9 9.4 5LB 12.3 11.6 '6LB 14.1 33.3 7LB 15.8 14.8 8LB 22.0 20.7 9LB 26.6 25.1 10L6 1 31.2 1 29.4 UMN HEIGHTS BASED ON..! R LONGER SPANS SEE SITO IE: THIS TABLE APPLIES TC WALLS FOR HORIZONTA OLUMN HEIGHT - 4.2 LI3 3.4 L •1 "7 LB 13.0 - - - - 8 3 r :.•: 90 6 �;;�1 � 8LB 2 .8 24.5 2 .1 1 .3 11. 33.3 1 1OLB 1 49.4 1 42.8 1 37.8 1 33.7 HT I W/16' COLUMN HEIGHT FOR SCREENING WITH OPENINGS > 60%' SPANS ARE BASE FBC TABLE 2002.4 LOADS ARE APPLIED SIMULTANEOUSLY (10 PSF LIVE LOAD) EXPOSURE C IMPORTANCE FAC;R = DESIGN MEETS L/60 DEFLECTIONg., I MAXIMUM BEAM 4LB 16.3 15.1 1 14.2 13.5 1 12.7 5LB 20.1 18.7 1 17.6 16.6 15.5 6LB 23.4 21.7 1 20.4 18.9 17.7 7LB 26.7 24.8 22.7 21.0;, 8LB 34.7 32.2 30.3 28.8 COACINLUMMGN SP, 9LB 41.2 38.2 36.0 34.2 10LB 47.5 44.1 41.5 39.4 8 15 BEAM LOAD FACTOR = THE SUM OF 1/2:ij,SPAN OFN is 6' 7' 8' BEAM 4` 5' 6' 7' 8' COLUI �N �PACI G - - - 4LB - -- - - - F _ - - - 5LB - - - - - 6LB - - - - - Im 12.8 - - - - 7LB - - -- - - 30.2 24.7 20.2 16.1 11.3 8LB 26.2 20.0 13.7 3.3 - � 40.6 34.5 29.8 25.9 22.6 9LB 37.2 30.9 25.8 21.4 17.2 50.1 43.4 38.3 34.1 1 30.6 10LB 47.1 40.2 34.8 30.4 26.7 ,; SCREEN BEAM SCHEDULES WITH FLAT ROOF 5.01 - 5.5't)':<a^..: 6 5`>>;;ij%:>4' 7. 8.0, COLUMN %SPACING 8;5i t;>3i; ' <?:i? ':; `s: kt: 7.7'";;`':' 7i; --71 6.8 9.5 t3':2 8.8 8.5 F- 12. 6%1 t3:a. i11s1;tz:'szi``f€7:.:•, D "10.4 �10I0 16 ir 9.7 = t� 14.0 ::>;:;: .:.. .,12;�•::a: 11.6 11.2 10.8 = v 19.78.0 :::; ; `i ` ?;3' 16.6 16.0 15.6 20.9 20A 19A 18.8 7:9. 26.6'`= 1`;<• ' ';5 ;. 94.5 23.6 22.8 22.0 2.0 4.0 0.100 0.046 > $' Lgptav '`''•;;2,0 5.0 0.116 0.050 6LB LAP B•?s:0 6.0 0.120 0.050 7LB LAP BEAM%. 2.0 7.0 0.120 0.055 8LB LAP BEAM' 2.0 8.0 0.224 0.072 9LB LAP BEAM 2.0 9.0 0.994 0.072 9LBH LAP BEAM 2.0 9.0 0.306 0.082 1OLB I LAP BEAM 1 2.0 1 10.0 1 0.389 I 0.092 UP TO 16' COLUMN HEIGHT MAXIMUM BEAM SPAN BEAPJI 4' 4LB 15.1 13.5 1 12.3 11.4 10.6 - 5LB 19.4 17.4 15.9 14.7 13.7 6LB 23.0 20.5 18.7 17.3 7LB 26.4 23.6 21.6 20.0 18.7 8LB 37.4 33.6 30.6 1 28.4 26.5 9LB 44.4 41.2 10LB 1 51.2 1 47.5 FUR LAKULK titMrtl, =r_ aiie TABLE APPLIES TO FLAT AND G 'f OF SCREWS .• BEAM SCREW SIZE (EA. ANGLE FACE)' 8LB, 9LB, 10LB #14 6 F: 6LB, 7LB #12 4LB, 5LB Q12 ROOF NOTE: ANGLE MIN. LENGTH TO BE 2" LESS THAN BEAM DEPTH X 2" X1/8" ANGLE SIDE (SEE SCHEDULE S BASED ON 6005-T5 ALUMINUM ALLOY rum SCREW REQUIREMENTS) ALL CALCULATION **1/3 STRESS REDUCTION- NOT USED IN CALCULATIONS CARRY BEAM CONN. DEl-AIL **LINEAR INTERPOLATION BETWEEN COLUMN SPACING IS ALLOWED SCREEN -FABRIC DETAIL SHEET: EXPOSURE C 140 MPH F.B.C. 2007 EDITION W/2009 SUPPLEMENTS 6005-T5 :>161' ` f:r BEAM LOAD FACTOR men 'm iid �v mm 1.4' (8' 20' 9.0 8.4 8.0 1.0 10.3 9.8 12:5 11.8 11.1 fe' 13.9 13.1 12.4 A.6 19.3 18.2 17.2 ?4.9 23.2 21.9 20.8 ?9.0 27.1 25.6 24.3 TO EACH SIDE OF THE CARRY BEAM. L N NOTE: MAX END BAY SIZES (PURLIN SPANS ONLY) w J COL � c�.� w � rn U j 2y • �� w U - ALUM. KICKPLATE OPTIONAL USE 202 TOP & ATTACH KICKPLATE W/ 1-n2 0 24" O/C (TYP.) ENGINEERING BUSINESS CA 00009677 TARNOWSKI ENGINEERING OIVIL & STRUCTURAL ENGINEERING 7360 N.W. 5th Street Phone (954) 727 - 2027 Plantation, FL 33317 Fax (954) 727 - 9644 THIS DOCUMENT IS THE PROPERTY OF TAFINOWSM ENGINEERING, IND. AND SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN CONSENT OF TARNOWSK ENGINEERING, INO. 2X3 CHAIR RAI IELEVATION DATE : 03/01/09 SCALE : N.T.S. SH .r . C.`I. TARNOVISKI, P. STRUCTURAL ENGINEER - FIA. LIC. 005066 ► 1 2" 0.5" .5," / o 040"' 040" vi 040" ;,•Qio " 050" 11 N TYP. N TYP. T1?. N TYP. vi " N Iri 55" Nd t(j 055" 070 TYP I.1.0" 1.0" 2.0" 3.0 ` 2.0 1 2.0" 102 1X2 1X3 202 060 Dd?' f ,?`` GUTTER -GUTT R FASCIA 2X3X0.050 2X3X0...MB FOR COLUMNS 5" DE OR GREATER INSTALL` o ADDITIONAL 27C2"X2"Xlt;;:?;.';`•f:? g ANGLE EA. SIDE #14 TEK CREWS FOR 7LB 0 LARGER 0W/,.. t R R O S.M.S.S z # 1 .M.S� ' .... . L. . FOR 6LB OR SM ALLER S. M.S. TO.,,... n EXPOSED . ®18° C.C. TO P P BOT. 2 1 2":�E:'•;%;:, is L "o r .070 1O jo 4LB.5L 3.0" 6LB,7LB 8LB,9LB.9LBH 3X3X0.070 10LB LAP BEAM 303 BEAM TYPE t, t= 4LB .100 .0 6 4 5L8 .116 .05D 6LB .050 7LB .120 .055 BLB .224 .072 9LB .224 .072 9LBH .306 .082 JUL, .389 .092 "" SEE COLUMN ANCHORING DETAIL bLL 1 X3 COT PAVERS OR TILES ,•!;%"y OPTIONAL I 0 M TO FRO DG //////////// 0 B�40 T OLT MIN. I / // I` CO// MP. FI 00 //////////// 3" FROM EDGE*"*`"'': TO BOLT (MIN.) 3" ., W%2 1'- 5 _ a it 12 "* I, .8 STRIP G T P FT DETAIL W PAVER OR TILE / VER * 12"X 8" FTG. IS MINIMUM FOOTING SIZE. REFER TO SITE SPECIFIC PLANS, AND STRIP FIG. SCHED. FOR ANY !;t:,::•.>z;>;n<.....;:. :'.;r...':;%^•::. '`1?+;`?ET'ti;>;'5'{'uE ADDITIONAL REQUIREMENTS. MIN. FOOTING SIZES SHOWN APPLY TO NEW FOOTING'S ONLY. FOR EXIST. FOOTING'S SEE SEE COLUMN ANCHORING COL FINISH GRADE 3" FROM EDGE %'>'->' TO BOLT MIN. SODDED READ. ( )s �'':�?i FOR EROSION J " •'' PROTECTION 0 0 5.094" 1 O 4.0" 3.0" - .064" N �+ M TYP. 00 ' 090" o 0 125" .050" tO II-- II''`k- 'C 2X2 2.0 2.0 C 2X2 3X3 2 4 C 2X3 4X4 2X5 3X2 COLUMN SCHEDULE (FOR 01 TABLE GIVES MAX. COLUMN E L MN HEIGHT FOR "X3 X LONG X 1 8 2 2 / G EA. SIDE OF COL ANGLE O W 6- 12X 1" LG. M S.M.S. TO COL. &(l)- 1/2" X 4' LG. EXPANSION , y BOLT WEDGE ANCHOR 01 _e" IOLT tMIN.) COLUMN ANCHORING DETAIL LL; )- #6 TO COL (TYP) - 4" LG. EXPANSION (1) 1/2" X CUP ANGLE BOLT(WEDGE ANCHOR) TO CONC. 1X3 FOR (TYp,) 2 PER COL. PORT (TYP.) 1 4" TAPCON ® 18" O.C. 1X3 1X3 ELSEWHERE I-: 1 2 TILES FTG. FRONT ELEVATION s NOTE: ANGLES ARE NOT REQ'D. FOR 202 DOOR JAMB COLS. ALL ANGLES SECURING THE COLUMN TO THE CONCRETE TO BE A MIN. 2"X2"Xt/8"X2" LONG. 1/2" DIA. BOLTS ARE TO BE EXPANSION TYPE. (SEE ANGLE TO CONC. DETAII EXPANSION BOLTS TO BE "HILTI KWIK BOLT II" SYSTEM OR EQUAL SLAB r,.,.' ' F VlD o w.w. O 1 6 *1/2" TAPCON MAY BE USED IN UEU OF 1/2" EXPANSION BOLT F. TAPCONS ARE TO BE SIMPSON "11TEN" OR EQUAL SEE GENERAL NOTES 2 & 4 FOR ADDITIONAL REQUIREMENTS �`<< OF 6X6 - 10/10 W.W.M. COLUMN ANCHORING DETAIL 3" FROM EDGE TO BOLT (MIN.) • o a z - 2" MIN. • NOMINAL•• I• :,: COVER ;:Sac;::; -spa:::• `% :::'•>y: . NOTE •:;>.{:;f:: io 8 CONC. SLAB 4" N THIS ETA LE FOR�':�%`:%i IS DETAIL IS APPLICABLE :�x:s >.,:�#�,�:::r_>::;,: w sxs � 10/10 w.w.� MUST BE ACCOMPANIEDWITH EN i'S •':Sf? ` :.: t >::;:::• 8 XS FIG. W 1- CALCULATIONS PE RM : THIS US-,"..'.-.-.,..` ;.:. .:.: 'y:: ...'::>:::;:•: ITfNG SPECIFIC CALCULA7iRE NOT RU{:;SCRE[N FTG. & SLAB DETAIL WALLS UNDER USE 0 EJ¢tSTTRIG.i1t� E R O :..:..,.SLAB F00'.. NOTE FlBERMES Y BE USED 1 UEU OF 6 6 - 10 10 W.W.M. H MAY N x / f f -� ` �:r:. :. FOR OIL, NS' "5""-DEEP OR GREATER INSTALL OTE: T, _ +: j# .}14 N ;.,. ADDTfld3�AL 2"X2"X2"X1 B" ANGLE Ek. SIDE PPU #r:E}s;g, / CO 2" 2" 2"X3"X3" LONG X 1 8" ANGLE EA. SIDE OF / ' 1IDE tu�A }btftY Wl ;y?%OF INSIDE OF COL W/ (3)- #12 X 1" LG COL. W/ (6)- #12 X S.M.S. TO COL & (1)- 1/4" X 2 1/2" LG. TAPCON LG. S.M.S. TO COL & f.,,... CONC. 0 EA. CUP O O (2)- 3/8" X 2 1/2" L TAPCON TO CONC. ' CUP ANGLE COL .'lJf #12 X 1" LG. S.M.S. TO COL (TYP) ';� (2)- -4 a- X 2 1/2" LG TAPCON `:_'• ' ® CH CUP. TO CONC (TYP.) 4 PER COL. N O O O O r7 f'?:': 1/4" TAPCON t� 18" iX3 1X3 0. C. ELSEWHERE i•G. 2" MIN:✓ ::. 3" FROM EDGE� • :.�•.:: 2 • BETWEEN`<;.;'r lX3 FOR MIN. OPEDELN PORT (TYP.) MIN. FASTENERS'<;,.# FRONT ELEVATION COLUMN ANCHORING DETAIL NOTE: ANGLES ARE NOT REVD. FOR 202 DOOR JAMB COLUMNS. 3/8" DIA BOLTS MAY BE ASHLEY QUICKSET", aka TAPCON ANCHORS. GEiq�R L DETAIL SHEET: E�CFOSURf C °1'4 THIS STRUCTURE HAS BEEN DESIGNED & TESTED IN ACCORDANCE F.B.0 2007 W/2009 SUPPLEMENTS. THE MIN. MECH. PROP�i;;T4S.; LATEST ED. OF THE ALUM. CONST. MANUAL THIS STRUGI't3fi}~> OF THE ASCE 7-05 5 WIND LOAD = SCREEN WALL & SCREEN ROOF.'' ALUM. PAN & INS. PANEL STF+ttx IMPORTANCE FACTOR = 0.77 1. ALL PRIMARY MEMBERS WILL BE CONNECTEM FASTENERS. 2. ANCHORS SHALL BE PLACED G " ''.'�AN i . EF} ALL CONC. FASTENERS MUST•','$lr; #3 A_ LENGTHS SPECIFIED IN INDl.1{}?!};'fSAIL`a: f 3. FASTENERS FOR ALUM. S�3'SHALL.#3T $ 4.67" INUM ROOFS) LOAD L 2X2 COLUMNE• `�,,' IYF' 3X3X.090 '<"�>•; .:`- 3s#38i':• _ .5 = 1.52 K 1 COL SPACING 6 7 8 9 16 1 7 1 8 1 9 20 4 21. 3 1 9 17.4rl 15.1 :i' >: • # 3 1 5 ' 11.8 '1':'4 1 1.0 10.7 10.3 10.1 9.8 9.5 5 19.1 .1 17.1 15.6.4 .1 13.5:1:,.12.1 .. 1'#:$':':`.'f3<::s;;10.6 . 10.2 9.8 9.5 9.2 9.0 8.7 8.5 6 15.6 14.2.2 12':: o :%:Yi;B[ :?< ';1.0 10.5;: i?`:1Oz '::'.i`9c? 9.3 9.0 8.7 8.4 8.2 8.0 7.8 7 16.1 14.4 13.2.2 11.4` ' :`7 t"';< 8.6 8.3 B.1 7.8 7.6 7.4 7.2 8 15.1 13.5 12.3.4 10.7 :LfY'r.9i' ::':t:.1 Bi'•74:::;::['4 8.1 7.8 7.5 7.3 7.1 6.9 6.7 9 14.2 12.7 11.6.7 10.1 >':: '.. '6 8.2* :-: .9 7.6 7.3 7.1 6.9 6.7 6.5 6.4 10 11 13.5 12.1 11.5 11.0 10.5::Y 5 ;;: ``i%; 9.0'" :: :%t 7.8 :.7.4 7.5 7 7.2 6 .9 7.0 6.6 6.7 6.4 6.5 6.2 6.4 6.1 6.21 5.9 5.7 12 12.3 11.0 1<#§ *'%'';'' :% 8.2 :$j ?:::#}'£; ;'a7.1 6.8 6.6 6.4 6.2 6.0 5.8 14 11.4 10.2 :8s.3>:'.'•'=8$%C^:' f^3< 7.6 7.2•'''i`#r@:.'>`'' 6.6 6.3 6.1 5.9 5.7 5.5 5.4 16 10.7 9.5::': s:2-'.:i'.''+'$.1':"t;; _: 7.1 6.7 "`g4` 6.2 5.9 5.7 5.5 5.3 5.2 5.0 18 0 9.::s': 'z' z2V 7.6.:; S;z:: :``%z ::... 6 6.1 5.8 5.6 5.4 5.2 5.0 4.9 4.7 20 9.5 %::. 7: ?' .` 7?: %' `' ' $'''r' :yi►'(::: 5.7 5.5 5.3 5.1 4.9 4.8 4.6 4.5 ifJLUMfV<` iI£)3. Ef7f";OPEN WALLS W SOLID ALUMINUM ROOFS GIVES'•%`d)lt�kRl„ HEIGHT FOR GIVEN COLUMN SPACING AND BEAM LOAD ) rnl rt1:°Ita for av iv art •i::11 »%,. ;;-;+' ' ; 6 27 :: .1 5�: 25.1 `;k3'' "' 3 2 5 9 22.1 10 21.0 11 20.06 12 19.2 13 1 8 14 17.8 15 17.1 16 1 6 6 17 16.1 18 5 1 .7 19 5. 1 2 20 14.9 22.5 2 .D 9 8 B.8 .9 17.1 .4 1ud',6.5 15.9 15.3 14.9 14.4 14.0 13.6 13.3 xi<<'.'t'ti3>' �i s•'f;:'i "•: 226`>;?'• 1: `' : ;'::' .�i0.5 ''19.D 19.2 17.8 8. 1 1 16.7 17.1 15.9 16.4 15.1 15.7 14.5 15.0 13.9 14.5 13.4 14.0 13.0 13.6 12.6 13.2 12.2 12.8 11.8 12.4 11.5 12.1 11.2 >:r•. 2` .%}::i2 17.8 16.6 15.7 14.9 14.2 13.6 13.0 12.6 12.1 11.7 11.4 11.1 10.8 10.5 16.4 15.1 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 15.7 14.5 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 17.Si: ' 15.9 14.5 13.4 12.6 11.8 1.2 10.7 10.2 9.8 9.5 9.2 8.9 8.6 8.4 8.1 7.9 16t i:ir 16.6 14.9 13.6 12.6 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 :::+E.7 14.0 12.8 11.8 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 13.3 12.1 11.2 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 E W/ CRITERIA ;1IVE LOADS rR OTHER POSITIVE )NCRE`E SLAB OR FOOTINGS. SOLID CONC. REGARDLESS OF 4. FASTENERS SHALL HAVE; # j MIN!:;;; Jifi3f'` BE PROVIDED W/ 1/2 INCH DIA. WASHERS MIN. :;'.•; ..:<:i ; CONTRACTOR S D SS ALS 5. I RESPONS#{)w;.k>;•INSULT+TE,`1`i'•AEMBERS FROM DISSIMILAR MET 0 EVENT E OL S T PR Y I 6 U C (tw BOOTED BITUMINOUS AL M. IN A CO ` D W HEAVY TE ;;r�..';: `•BE PROTECTED AI 0I. SHALL E PAINTED W TWO PAINT R WA::ETHA >''.'> TIER OR THE WOOD SHA BE / COATS OF ALUfs#�.SC}5':}?(LINT �%�113`z�k�E%�siTSINTS SEALED W/ A GOOD QUALITY CAULKING. 7. ALL DOORS TO B`?«.':EOSING AND LATCHING W/5 FT. HIGH DOOR HANDLES WHERE POOL OR 8. DOOR JAMB PLACEMENT IS OPTIONAL ALL OTHER COLUMNS SITE -SPECIFIC PLAN SUPERCEDES ANY REQ.'S SHOWN ON TURAL MEMBERS STRIP FOOTING SCHEDULE TO CWP-VYW/ LOCAL BUILDING CODES. EI,iS,, COLUMNS ........................ AL 6005-T5 41:IONS...............................AL 6005-T5 , w^. *AL. 6005-T5 RIVETS, WASHERS .....AL 2024-T4 JERS TO BE ALUM., NON-MAGNETIC STEEL, OR CADMIUM PLATED STEEL *UNLESS OTHERWISE NOTED CARRY BEAM SCHEDULE (FOR SOLID ALUMINUM ROOFS) TABLE GIVES MAX. BEAM SPAN FOR GIVEN BEAM LOAD o BEAM LOADS FOR ALUMINUM ROOFS G = L/120 EXPOSURE C Qo 10 PSF LIVE LOAD) J BEAM 4V 5' 6' 7' 8' 9' 10' 12' 14' 16' 18, 20' 2X4 10.3 9.6 9.0 8.6 8.2 7.9 7.6 7.1 6.8 6.5 6.1 5.8 2X5 12.4 11.5 10.9 10.3 9.9 9.5 9.1 8.6 8.2 7.6 7.2 6.8 4LB 8.9 8.3 7.8 7.4 7.1 6.8 6.5 6.0 5.5 5.2 4.9 4.6 5LB 11.1 10.3 9.7 9.2 8.8 8.4 8.0 7.3 6.8 6.3 6.0 5.6 6LB 12.9 11.9 11.2 10.7 10.2 9.6 9.1 8.3 7.7 7.2 6.8 6.4 -7J.B-1,4.7 13.6 12.8 12.1 11.3 10.7 10.1 9.2 8.6 8.0 7.6 7.1 8LBI" .911111 17.7 16.7 15.8 15.1 14.5 14.0 12.8 11.9 11.1 10.5 9.9 9LB 22.6 21.0 19.8 18.8 18.0 17. 3 16.7 15.5 14.3 13.4 12.6 12.0 10LB 26.1 24.3 22.8 21.7 20.7 19.9 19.2 18.1 16.7 15.6 14.7 14.0 FOOTING (MIN.) STRUCTURE REBAR WIDTH X DEPTH SCREEN ROOF 12" X 10" 2-#5 W/ UP TO 7LB BEAM SCREEN ROOF W 8LB 12" X 12" 2- 5 SCREEN ROOF W 9LB 12" X 16° 2-#5 SCREEN ROOF W/ 1OLB 12" X 16" 2- 5 ALL SOLID ALUMINUM 12" X 12" 2-#5 ROOFS MIN. FOOTING SIZES SHOWN APPLY TO NEW FOOTING'S ONLY. FOR EXIST. FOOTING'S SEE SITE SPECIFIC PLAN. PH F.B.C. 2007 EDITION W/2009 SUPPLEMENTS 6005-T5 >E<L COLUMN SCHEDULE (FOR SOLID ALUMINUM ROOFS WITH SCREEN WALLS) TABLE GIVES MAX. COLUMN HEIGHT FOR GIVEN SPACING z WIND LOAD = 30 PSF ROOF, 29 PSF WALL EXPOSURE C J¢ oa U(JI 0 Iw )x U DATE 03/01 /09 ENGINEERING BUSINESS CA 00009677 SCALE N.T.S. TARNOWSKI SHEV ENGINEERING CIVIL & STRUCTURAL ENGINEERING 7360 N.W. 5th Street Phone (954) 727 - 2027 �2 .l Plantation, FL 33317 Fax (954) 727 - 9644 THIS DOCUMENT IS THE PROPERTY OFTARNOWSKI ENGINEERING, C.T. TARNOWSKI, P, INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR IN PART STRUCTURAL ENGINEER - FIA. LIC. 0050662 WITHOUT WRITTEN CONSENT OF TARNOWSKI ENGINEERING, INC. o_ 0 0 J I- sa o, Jo x 0 U COL. TYPE! `4fOA r 4.5' 5.0' 5.6 6.9 6.5' 7.0' 7.6 8.0' 4LB 9.6 9.0 8.5 8.1 7.7 7.4 7.0 6.7 6.4 1 SLB � �L2 1 i .0 11.3 10.7 1 0.2 9.7 9.2 8.8 8.4 8.1 6LB 13:8_ 13.0 12.2 11.6 11.0 10.5 10.0 9.6 9.2 7LB 15.5 14.5 13.7 12.9 12.3 11.7 11.2 10.8 10.3 8LB 21.7 20.4 19.4 18.5 17.7 17.0 16.3 15.7 15.2 9LB 26.3 24.8 23.5 22.4 21.4 20.6 19.8 19.2 18.5 10LB 30.8 29.0 27.5 26.3 25.1 24.1 23.3 22.5 21.8 C 2X3 TRUSS PANEL 3 EA EXIST TRUSS -j CHANNEL AND 0 12' 2' MIN. FASCIA MAX. TO FASCIA FASCIA MAYBE BUILT UP BY LAGGING NEW 1' MEM. TO OLD/ f4" x 3-1/2" LAGS/TRUSS OR RAFTER. UB-FASCIA BEHIND 1" FASCIA IS ALSO ACCEPTABLE FASCIA CONN. PIP 2 U) w o W J = m U m m Iw w HOUSE INS CONIC. WALL BEAM 2-1/4"X2-1/4" LON A\ 2"X2"X1/8" CLIP ANGLE TAPCON ANCHOR THRU CUP INTO EXTG. EA. SIDE W 2 - 4 OR CONC. WALL. 3 42 M. LIP T BM. RTWO . CUP. 4/BM FO 7 BEAMS OR OR 9"EABEAMS OR GREATER GREATER, R_ USE 3 - #4 USE (3) TAPCONS. BM TO HOUSE CONN. } ! , t ,,11 l BEAM SPAN I. SEE SCHEDULE VARIES ROOF PLAN A BEARING WALL SEE COL SCHEDULE (SHT. "C")7 3"X3" COL -j" ELEVATION coi m CAR PORT H ma w o_ A-J 6 BEARING WALL 8'-0" MAX. COL. SCREEN SCREEN RMS ONLY CO CO 202 71 AL KICK PL OPT. USE 202 TOP ATT. KP W/1-#2 ® 8" O.C. ELEVATION TOP & 3 1 3/PANEL " cc EXIST. DRIP CAP FLASHING OPTIA EXIST. MOBILE p NEL HOME 2-3/8" THRU BOLTS W/ WASHERS & NUTS "C" CHANNEL DOES NOT Jo BEAM SUPPORT ROOF LOADS. 0. ACTS ONLY AS WATER SEAL (MOBILE HOME) z_ Ld H - z z m � o °0 z 11 CORNER COLS �X. COL HGT. PER TABLE (SHT. 'C") ® 8" W 0 U) #8a8" Of' `AL SIG jF" 2 @ 8" C.C. NEL #3 ® 16" O.C. TO CONC. #7-16" O.C. TO 2 X 4 STUD H-2 OR H-3 PANEL TO. HOUSE C"40NN.--. CAULK #5 (EA. SIDE) W/ 2 - #4 WATER- - TO BM. (W/2 - #7 EA. CUP PROOFING INTO FASCIA) // AL. FL'G. OPTIONAL MIN. 2' FASCIA-1 FOR 7" BEAMS OR GREATER USE (3) - #4 & (3) - #7 BM. CONN. AT FASCIA BOTTOM FOR COL SPACING LESS THAN 6' USE 3X2 - T-2 OR T-3- GREATER THAN 6' USE 2 - 3/8" THRU- 3X2 W/ 1X2 W/#2X1 BOLTS 1/2' LONG ® 11' C.C. ■ B� PER SCHEDULE OR SITE SPECIFIC Z'X2'X1/B' X 2" LONG CUP ANGLE W/3 - §2 EA. FACE 4LB� 4LB* 3X30 202 RNER F�COOLL SPACING USE 3X2 ONLY SEE ANCHORING COL DETAIL FOR CORRECT COL SPECS 1X2 d. SECTION B—B SECTION A —A (SCREEN ROOM) (CARPORT) SEE SITE SPECIFIC DRAWINGS FOR REQUIRED BEAM AND COLUMN SIZES. CONT. SNAP MAY BE USED 17x2" OM 20 �M 202 FASTENING SCHEDULE - �LwHllvry I1 #14 TEK SCREW/HEX HEAD Roots ADDITION _ 2 10 S.M.S./ HEX HD. 3 — 1 1/4" X 2 1/4" TAPCON ANCHORa(� o.c. PANEL 4 — 1/4" BOLTS/WASHER/NUT 5 — CLIP ANGLE,.125" MIN. THICKNESS 202 6 - #12X1" LG. S.M.S./HEX HD. #2 SCREWS CARRY BEAM (5 SCREWS MIN. 8 — 1 /4" LAG*, WITH 1 " WASHER EACH SIDE) 2'X2'X7/8' THK (LENGTH 9 - 12 #10 X 1 1/2" S.M.S./HEX HD. — CLIP ANGLE, 3/32" MIN.THICKNESS COL DETERMINED 13Y BM. SIZE_) TENEL K SCRERWS RECEIVING cCOL_ CREA *LAG BOLT LENGTH TO BE 1" LONGER . THAN ALUMINUM PANEL THICKNESS CARRY BM. TO ALUM. COL. CONN. DETAIL INSULATED ALUM. PANEL DETAIL SHEET: EXPOSURE C 2 "2 •-•#2 #2 0 16' O.C. WINDOW FRAME AL TK. ALLOY - � 1 T-2 OR T-3 WINDOW FRAME BY WINDOW MANUFACT. ANCHOR WINDOW FRAME TO CHANNEL -OR 302 W/ #10 SMS X 1" LONG 16" O.C. MAX. FIRST SCREW ON ALL SIDES TO BE NO FURTHER THAN 2" FROM ANY CORNER OF WINDOW SECTION E—E PANEL #2 @ B" O.C. T-2 OR T-3 EA. SIDE 1 SECTION D—D 2 ® C.C. SIDEOF C -CHANNEL FOR COLUMNS 5" DEEP L OR GREATER INSTALL ADDITIONAL 2"X2"X2"X1/8" INSUL ALUM. ANGLE EA. SIDE OF INSIDE PANEL OF COL W/ 3 - #6 TO COL — & 1 - 3/8" X 4" LG. EXPANSION BOLT (WEDGE ANCHOR) , TO CONIC. 4, EA. CUP INSUL ALUM. PANEL 48" TYP. CONN. DET. WALL PANEL MAY R — 4 BE 1/4" PLYWOOD 3 R 6 z;. SELF -STICK ALUM. ROLL ROOFING TAPE OR' EQUAL ON.N M'�,o IN•SU .T.I D-<'. ; CONN. DET._ '#1 INTERLOCKING PANELS) ROOF & WALL PANEL DETAILS PANEL SCHEDULE: ROOF PANELS DEFLECTION PANEL L/120 L/240 ROOM ADDITION R — 2 12' ' 0" 9' — 6" 11 3 RWCW67 12'-4" R — 4 16'-2" 14'=8" R — 6 20'-8" 18-10 R — 8 24'-4" 22'-2" ANGLE EA. SIDE OF COL 3/84 XF4" TO LGC EPANSION Q BOLT (WEDGE ANCHOR) TO CONC. @ EA. CUP G711�11'� T-2 OR T-3 V a2 ®8' O.C. TO BOOT (MINA i=A SIDE_ COLUMN ANCHORING DETAIL 3" a #3 0 18" O.C. /—#6 TO COL (TYP) CLIP ANGLE COL 1 - 3 8" X 4" LG.. EXPANSION SECTION C—C BOLT ( EDGE ANCHOR) TO CONC. (IYP.) 2 PER COL. (SUN ROOM) #3 ® 18" O.C. ELSEWHERE #8 THRU PANEL, BM. 8 C.C. 3X2 #8 THRU PANEL, BM. 8 C.C. N 7Xz `#2 (1-1/2" LONG) ' --1 ® 11 C.C. (TYP.) CORNER COL. o -1 U 2"X2"X1/8" X 2" LONG CowM 2"X2"Xi/8" X 2" LONG o0 CLIP ANGLE W/3 - #2 CUP ANGLE W/3 - #2. EA. FACE EA. FACE 202 P202FOR COL GREATER THAN WAND A FOR COL. SPAN 6' OR LESS AND (TYP.) CLEAR PANEL SPAN OF 12' OR A CLEAR PANEL SPAN OF 12' OR LESS. (SEE BM TABLE FOR CLEAR LESS. (SEE BM TABLE FOR CLEAR INTERMEDIATE COL. PANEL SPANS GREATER THAN 12') PANEL SPANS GREATER THAN 12') FOR SCREEN ROOM DETAIL B—B 140 MPHI F.B.C. 2007 EDITION W/2009 SUPPLEMENTS LEGACY ll 11 \-- DELETE 1 X2 FOR FRONT ELEVATION OPEN PORT (TYP.) NOTE: ANGLES ARE NOT REQ'D. FOR 202 DOOR JAMB COLS. J.3�AOLIL 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 CASES. 8" DIA. BOLTS ARE TO BE EXPANSION TYPE. (SEE ANGLE TO CONC. DETAIL) PANSION BOLTS TO BE "HILTI KWIK BOLT 11' SYSTEM OR EQUAL /8" TAPCON MAY BE USED IN LIEU OF 3/8" EXPANSION BOLT EGENERAL NOTE 4 FOR ADDffIONAL REQ IREMENTS DAB 08/30/10 ENGINEERING BUSINESS CA 00009677 SCALE N.T.S. TARNOWSKI SHEET ENGINEERING CIVIL & STRUCTURAL ENGINEERING 7360 N.W. 5th Street Phone (954) 727 - 2027 99_�� Plantation, FL 33317 Fax (954) 727 - 9644 42 THIS DOCUMENT IS THE PROPERTY OFTARNOWSKI C.T. TARNOWSKI, E. INC. AND SHALL NOT BE REPRODUCED N WHOLE OR IN I PARTINl3, STRUCTURAL ENGINEER — FIk LIC. 0050662 WITHOUT WRITTEN CONSENT OF TARNOWSKI ENGINEERING, INC.