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HomeMy WebLinkAboutSUBMITTED DOCUMENTSPermit # CERTM- CATION:. - This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity, if applicable, for the.perinitted work I certify that no work or installation has commenced prior to the issuance of a permit and that all work wil)-bb performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits may be required for ELECTRICAL, AND AIR CONDITIONERS, ETC., not otherwise included with this building permit application. NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR TIlDiERTY. IF YOU INTEND TO OBTAINFINANCING,.CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOURNOTICE OF EOMMENCEMENT NOTICE TO-APFLICANT: AS THE APPLICANT FOR THIS BUH:DING-PERMIT, IF IT IS NOT YOUR•RIGHT, TITLE, AND INTEREST THAT IS SUBJECT TO'ATTACHMENT AS A CONDITION OF THIS PERMIT YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE ATTACHED CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT- 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 _ OWNER/CONTRACTOR SIGNATURE LJ CONTRACTOR SIGNA STATE OF FLORIDA STATE OF FLORIDA COUNTY OIL ; c o "{... COUNTY OF The foregoing instrument was acknowledged' The foregoing ins enCwas acknowledged before me this 12day.of�20t� by before me this ay of 20� by L�r m n i (D or �' who is personally who is personally known to me or who has roduced m v known to me oywho has produced � r L as identification. �z H 1 as identification. S reC �Ll�t-fit 1CZ—t"t.�a.-V..LY� � 3 z on SignatureofNotaly ' g Signatuic l'Notaty sue r n(/ Type or PdntN=e of Notary - Type of Print Name of Notary CommissionnNti (Seal) mmissionNo. (Seal) NOTE: TWO (2) SIGNATURES ARE REQUIRED- EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR THIS -BUIL NG -PERMIT AS' -AN OWNER1BUILDER, THE :OWNER MUST:PERS.ONALLY"APPEAR TO SIGN THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THE APPLICATION- : SECTION 2G TOWNSHIP 3(oS .... RANGE 4 o e MAP NO.- Additional. Yes ZONING DS_ 4 LAIVIIUSE �� LOTCVG% Permits' no REPORT..." :. CODE.. - L I BIMS FEE . $ MISC FEES $ TOTAL FEES REVIEWS ZONING ZONING PLANS WSC. VEGETATION REVIEWEDBY EXAMING DATE COMPLETE 401 28 I No �O INITIALS UwN Lv v . OFFICE USE ONLY: Date 2 Fee Due: _ Receipt# Permit ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED St. Lucie County Building and Zoning TRW - 2300 Virginia Avenue Ft Pierce462-1553 5652 SCANNO - BY St, Lucie County APPLICATION FOR BUILDING PERiVHT FOR ALUMINUM STRUCTURES \ PROJECT INFORMATION 1. LOCATION/SITE ADDRESS: 2. S/DNAME: giver. VarK srrEPLANNAME: 3. PROPERTY IAXID#: ti — 'Oo1 -0009. 4. LEGAL DESCRIPTION (attach extra sheets if necessary): Rly� rt �1 �rK C)nc •1- \I 31is tl [ L_ 5, PLAT 6. PAGE 7. BLOCK 8- LOT BOOK NO- 9 41 y NO- NO. 1 9. PARCEL SIZE: ACRES/SQ FT. 0 r 'a $ q RLLOT DIMENSIONS I q o X (ltt D 10. DESCRIPTION OF CONSTRUCTION PROJECT OR W RK ACTIVITY: ✓ nn 24r � ZI 11. SETBACKS (ACTUAL) FRONT: BACK: RIGHT: LEFT: SIDE_ SIDE 12. [NEW CONSTRUCTION [ ]'EXPANSION/ADDITION 13. TYPE OF STRUCTURE (Check all appropriate boxes) [ ] %SCREENROOMS [ ] CARPORT/PATIO ROOF [I GLASS ROOM [ ] SHED [ POOL ENCLOSURE [ ] MOBILE HOME ROOF OVER [ ] HANDRAILS/GUARDRAILS FO�ATION [-t3 SLAB ON GRADE [ ] RAISED SLAB W/FOOTER [ ] RAISED WOOD DECK ON FOOTING 14. DESCRIPTION -OF PROPOSED USE: Q� po 15. Sq. Ft/CONSTRUCTION: p 16. VALUE OF CO TRUCTION: $ The value of constnrction is used to determine the amount of permit fees to be assessed. St. Lucie County reserves the right to question amllor modify the indicated value of wnswction ifit is demonarated that the submitted figures are not consistent with similar types of wnsuiuction activities. If the value is.S2500 or more, a RECORDED Notice of Commencement must besubmitted with this application. DIFORTANT NOTICE: When a permit is ready to be issued and it is not picked up within 30 days after notification it will be voided and returned to you by mail. An additional fee will be charged if resubmitted. SLCCDV Form No.: 001-02 Rev. W 7/O5 dmg INFORMATION NAME: CITY: c�STATE: ZIP PHONE (DAYTIME)' �/i ^ 07/T email:. IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL IN NAME AND ADDRESS BELOW. FEE SIMPLE TITLEHOLDER ADDRESS: CITY: PHONE (DAYTIME): L� CONTRACTOR INFORMATION ST. of FL REGJCERT #: BUSINESS NAME: QUALIFIERS NAME: ADDRESS: CITY: ^ PHONE (DAYTIME ARCHIr/ENGINEER: ADDRESS: : % STATE: At' ST. LUCIE COUNTY CERT #: / STATE: NO: — CITY: —Zes, L\1C �e PHONE (DAYTIME): 2? -�� , " STATE: ZIP _ email: ZIP DESIGN INFORMATION (Contractor has the option to provide site specirw ngineeringjor strodure& Gadding components) Product 15' maximum height Minimum Design Pressure MPH Design Pressures Manufacture Model Number Method of Attachment As per 1707.4.4.1 FBC 120 130 140 140C Component Table 1606.213 Windows - 37.7 40.7 41.2 57.1 wiug-Doqrs..* 32A, 31, 44 53.2 lid! ngGlass-. 32A- 38_. 44 153.11 Structural Components +Table 160621i for enclosed structure only. All open / partially open structures refer to FBC Ch 20 oof * 0-10 degrees 54.2 63:6 73.8 89.3 all Table 1606.2A 122.8 26.8 31.1 37.6 Impact glazing will be provided Type of Surface attachment_ Wood Frame_ Aluminum or enclosed structures only 1}l1ttCTS Minimum De -sign Pressure MPH Product Compliance Report # Method of Attachment 1?0 . 30 140 140 C SBCCI Dade . Other Anchor Type Spacing emovable Panels :ther N Florida Building Code DESIGN PROCEDURE Exposure Wind Zone mph Attach all appropriate Engineering Designs and Specifications from -Lawrence Bennett, Robert Monsour, Do Y. Kim, or other approved engineering manual to the top of this sheet. CHECKLIST Items needed: ❑ 2 copies of site plans to scale, with all dimensions of Existing and New structures, and showing front, sides, and rear set backs. ❑ 2 copies of clean, precise, and scaled plans, on a minimum of 8.5 x 11 and maximum of 11 x 17 sheets. ❑ Top View, showing beam sizes and span lengths, column locations, line indicating overhang, host attachment, and all dimensions. ❑ Front View, column location and distance between, beam sizes & length, girt locations; and all dimensions. t ❑ Side View, column location and distance between, beam sizes & length, girt locations, and all dimensions:: ` ❑ 2 sets of highlighted engineer's sheets from appropriate -manual for all attachments. ❑. 2 copies of the Design Procedure Checklist from the Manual to be used. ❑ All window and door pressures -and attachments noted on plans & checklist. © 2 copies of Dealer signed attachment letter with lot and block number, and street address of installation. Or 4th wall design. details. NOTE. If application, plans, or checklist are incomplete they will not be accepted at the counter or if received by mail they will be returned to the applicant , I, the Contractor, take full responsibility for complying with the submitted calculations of the design pressures for the openings of the structure being permitted. I certify that the components being used, fastener type, and fastening -pattern meets the proper design pressures for the structure located in the designated wind zones set by the county, along with applicable tables 1606.2A,1661 .211,1606.2C; and 1606.2D or cha ter 20 of the Florida fluilding Code. Contractor Name —� Signature Date Code Compliance Division 2300 Virginia Avenue FL Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1148 http://stlucieco.gov/ce Date: 06 July 2006 Job Address: 118 CAPRONA AVE Received By: bushs Paid With: CK Paid By: ALL IN ONE SCREEN Building Receipt Receipt#: 0000041416 'ermit Number. SLC- 0606-0566 Amount: 577.00 2redit Card Number. Check Number: 2170 Sign: Building Code Compliance Division Receipt 2300 Virginia Avenue - Ft Pierce, FL 34982 Phone: (772) 4624553 Fax: (772) 462-1148 http://stl ucieco.govice Date: 26 June 2006 Receipt k: 0000040947 Job Address: 118 CAPRONA AVE 'ermit Number: SLC- 0606-0566 Received By: bushs Amount: $25.00 Paid With: CK �redit Card Number: Check Number: 2153 Paid By: ALL IN ONE SCREEN Sign: EDWIN M. FRY, Jr., CLERK OF THE CIRCUIT COURT — SAINT LUCIE COUNTY FILE # 2891319 OR BOOKy)2606 PAGE 402, Recorded 07/06/ 6 at 01:00 PM P CO1dIvIENC1]dEt7f PeirmtNo. State Of ?1OTIf:B O _TarII16 314la=836OaS - Ooo-Z County Of ., 1iiEUPIDERSIGNEiYhei givesnutieethatimpravedentwillbemade tocertainreafpioperty,andin'aaordancewidrChapter 713, Florida Statutes, the following infonaation is provided n this Notice of Commencement. . —Legal Description of property and street address, if available iQ t N9 CP— a rw O fvh + t4 �� 1e tii L of impr Address"l7Q — Owner's interest in site owner) — Address fig Phone # Contractor Fax Address Phone # Suiety Fax # ' Address Amount of Bond S ' Phone# t ~1"e Fax# Persons within the State of Florida.designated by Ownerupon whom notices. or other docµinents may be served as provided by Seddon 713.13 (1) (a) 7., Florida Statutes: Phone # Name Fax # Address - of (Phone # In addition to ]timselfowner designates Florida Statutes. Fax Al t � to receive a copy of the Lienots Notice as provided in Section 713.13(1 )(b ), Expiration date of notice of commencement is one year from the date of recording unless a different date is specified. WNERS SIGNATURE STATE OF FLORMA, COUNTY OF 1)t L t t who is personally ]mown tome or 'Acknowledged before me this ' a. day of MG1. � 20Q(B.bY who has produced rr( - O- t... • as identification. nz fr, aau (sea]) SIGNATURE OF NOTARY SiC�Y�0.r�C bt�SY1 TYPE ORPRINTNAME OF NOTARY lMMWEM -NOTARY PUBLIC TITLE MY COMMISSION#DD632837 11 MISSION NUMBER, 0 >�Jrrraa-ate;. St. Lucie County Built & Zoning Department • _ �J Virginia Avenue Fort Pierce, Florida 34982 (772) 463.1553 OWNER,BL°ILDER AFFIDAVIT DISCLOSURE STATEMENT F.S. 489.103 (7) EXEMPTIONS State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must provide direct, on -site supervision of the construction yourself. You may build or improve farm outbuildinss, a one -family or two-family residence or a commercial building at a cost of under S35,000.00. The building or residence must be for your own occupancy. It may not be built or substantially improved for sale or lease. If you sell or lease a building'you have built or substantially improved your self within one year after the construction is complete, the law will presume that you built or substantially improved it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person to act as your contractor or to supervise people working on your building; it is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. You may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on your building who is not licensed must work under your direct supervision and must be employed by you, which means that you must deduct F.I.C.A..and withholding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applic le s, ordinances, building codes, and zoning regulations. Initial I understand that the building official and inspectors are not there to design or give advice on ho et the minimum code. Initial 1 understand that as ari owner -builder that any contract disputes with sub -contractors and I must be handled in a civil court with the advice of an attorney. This department will not.mitigate any contract disputes. Initial I understand that if I compensate any person or company for work performed they are requ to be licensed in this jurisdiction. If for some reason they do not possess a license, I may be responsible and lia the cost of the license. Initial I understand that if any person that is unlicensed and uninsured gets injured on my construction roject- they may be entitled to workmen's compensation. I could be held liable for all doctor, lawyer and relate al cost, which could include loss of w•npP.s during recovery from their injury. Initial �a. To qualify for this exemption under this subsection, an owner must personally appear and sign the buildtag permit application and initial the above. I hereby acknowledge that I have read and understand the above disclosure statement and that I further understand that any violation of the terms of the owner/builder exemption shall be reported by the Building and Zoning Departaient to the Florida.Stat Department of Professional Regulation. Signed and acknowledged on this day of of'_0 Q�. Owner/Builder Signature STATE OF FI_9,RIDA COUNTY OF h] t i C- e y The foregoing tnNtrumcm was acknowledeed who before me this I day of MO—Q , 20bOQ by is personally known to me or who has produced as identification. t e %t • Cik_ n't� bttg)1 Signature al' Notary Tvpe or Print Name of Notary ,�r": STEPHANIESl1SH Tide: NNar•. Puhi:: Commission Number e. i4b= •: ,r MY COMMISSION B W 5326g7 W:. EXPIRES:Novatnber21,200g I '�AI„th'� BplOM, Nmazyp UMa�wraere Property Appraiser - St.Lucie County, FL Page I of I Gwnarine Dubraj Record: 1 of 1 Property Identification Site Address: 118 N CAPRONA AV Sec/Town/Range: 28 :36S :40E Map ID: 34/28N Zoning: RM-11 - PSL PROPERTY RECORD CARD <<Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print 10OCIE C ParcellD: 3419-530-0267-000-2 @S N, Account#: 42662 y < Land Use: SF Res W. CitylCnty: ST. LUCIE COUNTY A� Ownership and Mailing Owner: Gwnarine Dubraj Kamini Dubraj Address: 118 N Caprona Ave Port St Lucie FL 34983-0000 Legal Description RIVER PARK -UNIT 4 BLK 41 LOT 7 (MAP 34/28N) (OR 2036-2582) Sales Information Assessment FV Date Price Code Deed Book/Page 2005 Val: 95500 7/26/2004 230000 00 WD 2035/2582 Assessed: 95500 9/1/1977 68000 01 CV 0273/2657 Ag.Credit: 0 3/1/1977 9400 00 CV 0264 / 2139 Exempt: 25000 Taxable: 70500 TotalTax: 1517.04 BUILDING INFORMATION Total Land and Building Land Value: 30700 Acres: 0.29 Building Value: 64800 Finished Area: 2071 SgFt Exterior Features View: - RoofCover: CS -Conc Shingle RoofStruct: HP - Hip ExtType: HC - HC YearBlt: 1977 Frame: - Grade: C - C EffYrBlt: 1977 PrimeWall: BS - CB Stucco StoryHght: 0010-1 Story No.Units: 1 Sec Wall: - Interior Features BedRooms: 4 Electric: MX-MAXIMUM PrmintWall: DW-Drywall FullBath: 2 HeatType: FHA - FrcdHotAir AvgHt/FI: STD 1/2Bath: HeatFuel: ELEC - Electric Prm.Flors: CU - Carpel %A/C: 100 %Heated: 100 % Sprinkled: 0 Special Features and Yard Items Land Information Type Y/S Qty. Units Qual. Cord. YrBll. No. Land Use Type Measure SWAV - RES POOL AVG Y 1 595 AV AV 1983 1 0100-SF Res 250 -Front Ft 90 PA01 - POOL DK-AVG Y 1 739 AV AV 1983 ENC2- POOL ENO-AVG Y 1 1334 AV AV 1983 3CNT - 3CNT S 1 1 AV AV 1977 SDSF - SITE DEV S-F Y 1 1 AV AV 2001 Depth 140 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. http://www.pasle.org/prc.asp?prclid=341953002670002 6/26/2006 LEGAL DESCRIPTION: Lot 7 in Block 41 of RIVER PARK UNIT 4 according to the plat thereof as recorded in Plat Book 11 page 9 of the Public Records of St. Lucie County, Florida. ABBREVIATIONS: (+)=Not verified by field measurement 1Value as platted & field measured F.E.�inishgd Floor Elevation SET = Set 5/8 iron rebar with MS --Value as measured in field OH —OH —OH— Over Head Wires yellow cap marked "PSM 5543" X—X—X—S Chgin Link Fence 0=F and 5 8 Ir n ebar 0.�. _ �ght o� Way 0--Orv= Wood Fence PL=Value as platted R = Radius of curve L - Length of curve Q = Delta of Curve = Site Benchmc %S. = Measured =Square Foot VC. = Concrete = Water Meter = Power Pole = Bell South WelI DATE: 118 a i antic sand yes i gns of the Treasure Coast 3353 NW MAIN AVENUE Jensen Beach, FL, 34957 (772) 398-4290 REVISIONS _ V SURVEYORS NOTES: I. Unless otherwise noted only platted easements' are shown hereon. 2. No underground utilities or improvements were located unless otherwise shown. J. This site Iles within Flood Insurance Rate Map Zone X. 4. Flood Zone shown hereon IS, an interpretation by the surveyor and Is provided as o courtesy. The flood zone should be verified by a determination agency. 5. Bearinge shown hereon are based on the assumed East line of Lot 7 Block 41 as being S 00.00.00" E according to the Plat described hereon. 6. P.U.D.E, denotes Public Utilities and Drainage Easement. tp7. All Lot AS shown are per lot unless p ® N AD otherwise shown. P P 0. n 6 CD Unless otherwise indicated, Site Benchmark is a O ><. SOS RED X in the centerline of the road at center of -C3� f o lot or centerline intersections for corner lots. y O G 9 s"7 N `Do_s%O N OD O � G 6v %AO.(D ° U) ' ifled to: I nereoy certify that the survey and le based on actual measeureme survey meet& the Minimum Technics Florida administrative code. SIGNATUpREEID ANDTMORIGIINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND NAPPER A. I -�° `L o �° O ? d C C O^ (D G w v 0 R OGo A6c33 0 cvam® a ID (a as a t°a n. fa t 0 of o 0 �tO•° t3a i the field. of Chapter 5543 - sr RATIONAL ANALYSIS CALCULATION o 0 CTION FOR PER FBC 2004 FOR EXISTING SLAB Op O r BUILDING DIVISIOUCTSINCLUDES ONLY qz = 7 PSF X 1.5 GCP FACTOR - 1.5 PSF (DEAD LOAD) = 9 PSF < z WIND UPLIFT = 9 X 46 X 14 = 5.796 LB U - ALUMINUMPROD D Dty(pILS• APPLY SAFETY FACTOR = 1.67 X 5,796 = 9.679 Q VISIBLE CONNECTIONS AND WEIGHT OF 4' CONC. SLAB = 144 X .333 X 46 X 14 = 30,881 �n ALL HIDDEN COto NNECTIONS AND _ TOTAL WEIGHT = 3o.66r >ss7s - THE RESPONSIBILITY ....OK EXIST. SLAB & NO FOOTING m j a P AILS ARE _ _ IS ADEQUATE w o OF THE ALUMINUM CONtRACTOR. ATTACH TO EXIST. ~ 2- FASCIAS is C.) 1X2 - IX2 �V�d� 0 0 VVG�e � I` c o \ II 3 i� ��'• cI \ \ } m O O Lf) - ¢] p Z _ O W 5L8 5LB LJ Z Y r Z Lo .-I 3 0 Ci TTI V O o y o 0 U) c c Q i� � > Z_ FI-I Z . frTl 0 5LB 5LB LL1 !Y I U C 0 U) X - X OI L O 0 z W Z 5LB SUB V) O Q J Z < v ZX2' Z �OF`'"� ww 'z1X2 �' m Lp z 3'-0- 3'-0" 3 _0• 3•-O� to 0 - 0-0- U 6•-0" PLAN 8'-0- ST. Luc 1E ti BU1LD1hZ Couly ao LU U m �1EO 0 �L9fYCg p U)i DATE cu .0- C� y� I� MU pW MS A!V m w ST. LUCIE COUNTY DESIGN CERTIFICATION NoltyspE�®kW2Cg oq ULI= Z FW4 �^ x CODE EDITION: FBC 2004 EDITION - EMAQE 3 o ro z OCCUPANCY: SINGLE FAMILY DWELLING -SCREEN ROOM � = I"1 BUILDING DESIGNED AS: OPEN STRUCTURE o_ C5 8 w BUILDING HEIGHT < 60 FEET IXIST. 4' GONG. SLAB W ; 3 c o MEAN ROOF HEIGHT: 9'-6" WITH NO FOOTING O o IMPORTANCE FACTOR: 1.0 FRONT ELEVATION04 BASIC WIND VELOCITY PRESSURES: (SEE RATIONAL ANALYSIS) Z U z o WIND SPEED: 140 MPH la sccoxo ars0 O Z BASIC VELOCITY PRESSURE: 10 PSF ROOF THESE PLANS AND ALL PROPOSED WORK c� o r o n 18 PSF WALLS ARE SUBJECT TO ANY CORRECTIONS to LU 2r c 1 n a n ROOF DEAD LOAD (w:nw cvn ao u ro unm mcnaq: 0 PSF REQUIRED BY FIELD INSPECTORS THAT Z ^ SOIL BEARING CAPACITY: 2500 PSF N REVIEWED FOR SHEAR WALL REQUIREMENTS: YES. MAY BE NECESSARY IN ORDER TO _ f' a m O 0 NO IMPACT PROTECTION REQUIRED FOR SCREEN ROOMS COMPLY WITHALLAPPLICABLECODES. I %� L ECop ���� =W F- p EXIST. HOUSE _ / txz ` SUPER `�`♦ .. / GUTTER `♦ i `♦ I 202 J N N ```♦ S 2 2 // N m2 J mSm J � mm J ``♦♦ 202 i / - `♦ i zo2 I ` 46'-O' I 0 M 1xz c c 0 zo2 Rp,GE K 0 RPGf. K e k e k4Cf k e �CF o� I tx2 ^ 6•-7" 6'-7' 6'-7' 6'-7- 6'-7" 6'-7' 6•-7" 46'-0" 2' LG. SCREWS 2' LG.. SCREWS REQUIRED E%IST. O.H. & 2' FASCIA REQUIRED 6' LONG 'Z' GUTTER CLIP ANGLES BRACE @ EA ALUM. COL tDL CLIP ANGLES O PER SHEET C 2• X 2' x .125' 2 - #4 OR EXIST. O PER SHEET C CLIP ANGLE ON COL. EXIST. CLIP 6 EA RAFTER 3'X3'X1/8' EACH SIDE OF LOL TR1)S DRFTRUSS 1X2 IX2 1X2 3 - #14 TEK SCREW/ HEX HEAD EACH CLIP /4' X 6' LAG BOLT THRU O TO COLUMN CLIP & DBL 202 @ EA. (2) 1/4' LAG BOLTS @ COL. & @ (24' C.C. ELSEWHERE) EA. GUTTER BRACE TO (U 1/4' THRU BOLT/ 2' X 2' X 1/e' ANGLE EA. SIDE O FASCIA & (1) 1/4' % 3' WASHER/NUT PER CLIP D.H. & LAG @ 24' CA, O _EXIST. THRU 202 & GUTTER BRACE 2' FASCIA ELSEWHERE AT GUTTER SUPER EXIST. ELK & 2' FASCIA 2' LG. SCREWS COLUMN GUTTER REQUIRED ALTERNATE CORNER COLUMN PER SCHEDULE ALT, KNEE WALL W/ SUPER GUTTER cGL CORNER COLUMN 2 - #4 GR X1' PICKET 3 - #1 EA @ E0. LAG 0.0' TO COL. /4' X 9' LAG BUILT THRU X 1/e' CLB' & 202 AND GUTTER MIGLE E0. SIDE <24' C.C. ELSEWHERE) PER GUTTER KNEE WALL/FASCIA CONNECTION 1/8' CLIP SIDE OR4-#6 MIN. 2' FASCIAxI INTO EXT. FASCIA AND @ 16' C.C. ELSEWHERE BEAM CONNECTION AT FASCIA • ALL EXISTING FASCIA TO BE A MDL OF 2• THICK AND MUST BE SECURED TO EACH TRUSS OR RAFTER V/EMRSR4D3 2LAG=EPRTRS OONE 1/4' CLIP W/ (2)- [O BEAM BEAM CONNECTION AT TIE .BEAM T�,EXIST. TRUSS II Y 1IA'4•TUSS@X324 OCC.INMAXI L__ J __ SUPER 'XV PICKET EA. LAG 1X2 IS GUTTER I I .12 EA. BM.) OPTIONAAN 1 1/2' X 2 1/8' X .062' RECEIVING CHANNEL W/ 4 - #10 SMS. INTO BEAM & 2 - #10 SMS. INTO BOTH SIDES OF 202 BOX BM. ALT. PURLIN CONNECTION 4 - #10 SMS. INTO SCREW SLOTS EA. PURLIN 202 202 BOX BM. PURLIN CONNECTION ALT. W/O SNAP # 2 @ 16' C.0 EAVE MEMBER 1/4' LAG X 3' LONG EA TRUSS @ 24' C.C. SIDE INSTALLED AT COL. OUTSIDE FACE- S' X .064' MIN. PLATE 2 'S L'K' BRACE INSTALLED I o w AT COR%RS W/ 5' X 5' 064' MIN. PLATE OUTSIDE W/ 8 - #2 (S.M:SJ PER PLATE 2 u INSID USE .064' MIN. ANGL 'VX 3'X 4'LG. W/ . - #21S 3 2 MIN. 3/4' I(IDE STENERS & DISTANC 'K' BRACING DETAIL 2 - I/4' LAG BOLTS @ - #2 EA. GUTTER BRACE TO U X 2' FASCIA & 1-1/4, X 3' CLIP EA, SI➢E OF AM W/ 4-#6 FROM CLIP BEAM (OR 2-#4) X 9' LUNG LAG "1 - 2' LONG @ 24' D.C. FROM °LM^ EA. CLIP THRU 2' 9' LONG LAG EA X2 TO SUPER GUTTER FASCIA 2 EA. BM THRU 2' FASCIA f BETWEEN BEAMS NOTCHED 4'X4'XI/8' SCI UOUS ANGLE 2 - #4 TO BEAM OR 4 - ALUM. TUBE SPACER SUPER ADDITIONAL #5 REQD. FOR SppC USED "%2'X.125' TH #6 EA CLIP TO BM. EA. BM. GUTTER 8LB BEAMS OR LARGER FOR I LINED FASCIA ANGLE CLIP 1'XI' PICKET(2 EA. HM) W/ (3) - #6 EA. FACE ALUM. SUPE SIDE [IF BM.) OPTIONAL CUT OFF & CAP GUTTER GUTTER CONNECTION DETAIL (MANSARD & FLAT ROOFS) ACT, GUTTER CONNE SCREEN FABRIC DETAIL SHEET) PER F.B.C. 2004 EDITI❑N •ROOF BRACE TO BE 2'X2'X.093' OR 2'X2'Xl/B' ANGLE OR 2'XI'XI/8' ANGLE 3/4' ➢IA WASHER ALT. ROOF BRACING .062, SPLICE V/6 - #1 (TEK) CHANNEL W/ EA, BEAM, EA. SIDE (TOT. 24) 3/4' SMS. OF COLUMN MANSARD BEAM SPLICE (SMALL BEAMS) ALT. CHAIR RAIL CONNECTION 2' X 2' X 1/8!� ANGLE W/3 - #1 EA. FACE PURLIN TO FASCIA DETAIL r -I'r 11A N BEAM FLAT .2 - 1/4' THRU BOLTS OR 4 - #6 EA. SIDE (3 - #6 EA. SIDE FOR 302 & 202 BEAMS OHL 2' MIN. FASCIA IS ALSO ACCEPTABLE LAG 6' LONG 'Z' GUTTER BRACE @ EA. ALUM. BM. T GNAL 2' X 2' X .125' CLIP ANGLE IX2 ONE EA. SIDE OF BEAM EAM 2 #4 OR 4-#6 EA. CL A TIONAL #5 READ. FGI 8 BEAMS OR LARGER 8 CB - #6 EA. FACE A NAL. CUT OFF 1 - 1 4' THRU BOLT PER .C1T[P':HRU 1 X 2 GUTTER @ w_ S 1/8' A'. GUSSET PLATE*INSIDE [IF SPLIC: W/ SCREWS PER S D. BELOW NSARD BEAM S (LARGE BEAMS) n•n # nF MIA TFIC BEA E0. BEAM/ TAL OTH SIDES ]LB 8 32 LB 9 36 ' 9—LB— 10 10 IOLB 11 44 1/8' CUT •ROOF BRACE TO BE 2'X2'X.093' OR 2'X2'%1/8' ANGLE OR 2'XI'XI/8' ANGLE BRACEM W/ 3/4, WASHER ALT. ROOF BRACING •ROOF BRACE TO BE 2'X2'X.093' OR 2'X2'XI/8' ANGLE OR 2'XI'XI/8' ANGLE BRACEi ANGLE TO FIT ALT. ROOF BRACING HOST STRUCTURE 2' X 2' X A93', OR 2' X 2' X 1/0' ANGLE OR 2' X 1' X 1/8' ANGLE NOTE, -ANCHOR TO PURLIN OR EAVE PROVIDE MIN. I' SEP. BETWEEN FASTENERS. MIN. MEMBER W/ <0 - 1/4' THRU BOLT 11' EDGE DISTANCE BETWEEN FASTENERS & GUSSET PLATE -ANCHOR TO LAP BEAMS W/ (1) - 1/4' THRU BUILT OR (2) - #14 TEK SCREWS 20 202 202 #10 SMS. ROOF BRACING (TYPICAL PLAN) PURLIN 3' LONG @ 16' C.C. MREFER TO SITE SPECIFIC PLAN FOR BRACING MENTS 2 IX2 C ENGINREQUIEERING rTE SPNALECIFIC SITE SPEES 2' X 2' X 1/8' L EAVE T ISG GENERAL SUPERCEDES THIS GENERAL GUI➢E W/3 - #6 MEN. EA. FACE NOTE - PURLIN$ (4) #2 IN COL. FASTENING SCHEDULE MAY BE FLAT OR SCREW SLATS SLOPED #1 - #14 TEK SCREW/HEX HEAD #2 - #10 S.M.S./HEX HEAD PURLIN TO #3 - 1/4' X 2 1/2' TAPCON ANCHOR COLUMN #4 - 1/4' BOLTS/WASHER/NUT #5 - CLIP ANGLE,.125' MIN. THICKNESS DETAIL #6 - #12 X 1'LG. S.M.S/HEX HEAD #7 - 1/4' X 2' LAG #9 - #10 X 1 1/2' S.M.S./HEX HD. ^ � G oID a ATE. 05/05/06 z ° n N _ o U = n CU SCALE, N.T.S. ?� W u S ETA 0 W U i L N z v.. o U) < Z W C.T. TARNOWSKI, P.E. P" W i C3 STRUCTURAL ENGINEER - FIA. UC. 0050662 SCREEN BEAM SCHEDULES FOR SCREENING WITH OPENINGS > 60% SPANS ARE BASED ON LOADS FROM FBC TABLE 2002.4 LOADS ARE APPLIED SIMULTANEOUSLY TO WALL & ROOF (6 PSF ROOF + 16 PSF WALL) EXPOSURE B DESIGN MEETS L/60 DEFLECTION REQUIREMENTS MARK -(TYPE) SIZE THICKNESS b d I tj t2 1 4' 5' 6' 7' 8' > 202 MISC. 2.00 2.00 .U44 .044 6.6 5.9 1 1 5.4 5.0 4.6 302 2.00 3.00 .053 .053 10.5 9.4 B.6 7.9 7.4 4LD LAP BEAM P.00 4.00 .100 .046 15.2 13.6 12.4 11.5 10.8 5LB LAP BEAM 2.00 5MO .116 .050 18.6 16.6 15.2 14.0 13.1 6LB LAP BEAM 2.00 6,00 .120 .050 20.3 18.1 16.6 15.3 14.3 7LB LAP BEAM 2.00 7.00 .120 .055 22.4 20.0 183 16.9 15.8 OLD LAP BEAM 2.00 8.00 .224 .072 32.1 26.7 26.2 24.3 22.7 91,11 LAP BEAM 2.00 9.00 .224 .072 33.6 30.0 27.4 25.4 23.7 91-1011 LAP BEAM 2.00 9.00 .306 .082 39.3 35.1 32.1 29.7 27.8 DBL9LB LAP BEAM 2.00 9.00 .224 .072 47.5 42. 38.8 35.9, 33.6 IOLB LAP BEAM 2A0 10.0 .389 .092 46.4 415 37.8 35.0 32.8 DBLIOLB LAP BEAM 2.00 10.0 .389 .092 59.9 55b 52.3 49.6 46.4 18' TRUSS LAP BEAM 2.00 10.0 .389 .095 60.0 54.2 49.5 45.8 42,9 IOLEW/6LB LAP BEAM 2.00 16.0 .120 .050 56.8 50.8 1 46.4 43.0 40.2 IOLDWO LAP 1 2.00 10.0 .389 .185 51.2 47.2 1 43.1 39.9 37.3 IULBW125 LAP BEAM I 2.00 10.0 .389 .217 52.4 48.6 44.7 41.3 38.7 .- FLAT ROOF UP TO 16' COLUMN HEIGHT FOR LARGER HEIGHTS SEE SITE SPECIFIC ENGINEERING SCREEN BEAM SCHEDULES FOR SCREENING WITH OPENINGS > 60% SPANS ARE BASED ON LOADS FROM FBC TABLE 2002.4 LOADS ARE APPLIED SIMULTANEOUSLY TO WALL & ROOF (6 PSF ROOF + 16 PSF WALL) EXPOSURE B DESIGN MEETS L/60 DEFLECTION REQUIREMENTS MARK (TYPFI CT7C THTPIINCCC MAYTIAlM b d tj t2 4' 1 5' 1 6' 7' e' > 202 MISC. 2.00 2.00 .044 .044 - 302 2.00 3.00 .053 .053 4LB LAP BEAM Poo 4.00 .100 .046 10.7 6.4 5LB LAP BEAM P.00 5.00 .116 .050 17.0 13.6 10.6 7.5 3.9 6LB LAP BEAM 2.00 6.00 .120 .050 19.9 16.4 13.5 10.8 8.2 7LB LAP BEAM 2.00 7.00 .120 .055 22.4 19.6 16.7 14.1 11.e 8LB LAP BEAM 2.00 8.00 .224 .072 32.1 28.7 26.2 24.3 22.7 LAP BEAM 2.00 9.00 .224 .072 33.6 30.0 27.4 25.4 23.7 LAP BEAM 2.00 9.00 .306 .OB2 39.3 35.1 32.1 29.7 27.8 DBL9L8 LAP BEAM BEAM 2.00 9,00 .224 .072 47,5 42.5 38.8 35.9 33.6 lOL I LAP 2.00 10.0 .389 .092 46.4 41.5 37.8 35.0 32.8 DBLIOLD LAP BEAM 2.00 10.0 .389 .092 1 59.91 55.6 1 52.3 49.6 46.4 IB' TRUSS LAP HEAM 2.00 10.0 .389 .095 1 60.0 1 54.2 1 49.5 45.8 42.9 IOLBW/6 B LAP BEAM 1 2.00 1 16.0 1.120 .050 56.8 50.8 1 46.4 43.0 40.2 LAP BEAM 1 2.00 1 10.0 1 .389 .185 1 51.2 1 47.2 1 43.1 39.9 37.3 IOLBW125 LAP BEAM 1 2,00 1 10.0 1 .389 .217 1 52.4 1 48.6 1 44.7 41.3 38.7 MANSARD ROOF WITH 8' COLUMN HEIGHT TABLE APPLIES TO MANSARD, HALF MANSARD, AND A -FRAME BASED ON MANSARD HEIGHT OF 3' COLUMN SCHEDULE (SCREEN FABRIC ROOFS) SPACING MAXIMUM COLUMN HEIGHT FOR GIVEN SPACING LOADS ARE APPLIED SIMULTANEOUSLY TO WALL & ROOF (6 PSF ROOF + 18 PSF'WALL) EXPOSURE B MEETS L/60 DEFLECTION COLUMN (TYPE) 4'-0' 4'-6' 5'-0' 5'-6- 6'-0' 6'-6' 7'-0' 7'-6' 8'-0' 4LB 10.8 10.1 9.6 9.1 8.7 8.3 7.9 7.6 7.3 5LB- 13.3 12.5 11.8 11.2 10.7 10.2 9.8 9.4 9.1 6LB 14.6 13.7 12.9 12.3 11.7 11.2 10.7 10.3 10.0 7LB 16.2 15.2 14.3 13.6 13.0 12.4 11.9 11.4 11.1 8LB 23.4 22.0 20.9 19.9 19.0 18,3 17.6 16.9 16.4 24.5 23.1 21.9 20.9 19.9 19.1 18.4 17.7 17.1 9LBH 28.6 27.0 25.6 24.4 23.4 22.5 21.6 20.9 20.2 0 B 33.9 31.9 30.3 28.9 27.7 26.6 25,6 24.7 23.9 NOTE. THIS TABLE APPLIES TO BOTH BEARING AND NON BEARING WALLS FOR HORIZONTAL WIND LOADS CONTROL IN DESIGN. x w x J O U XXI/3 STRESS REDUCTION NOT USED IN CALCULATIONS )KLINEAR INTERPOLATION BETWEEN COLUMN SPACING IS ALLOWED SCREEN BEAM SCHEDULES FOR SCREENING WITH OPENINGS > 60% SPANS ARE BASED ON LOADS FROM FBC TABLE 2002.4 LOADS ARE APPLIED SIMULTANEOUSLY TO WALL & ROOF (6 PSF ROOF +16 PSF WALL) EXPOSURE B DESIGN MEETS L/60 DEFLECTION REQUIREMENTS MARK (TYPE) SIZE THICKNES__ MAXIMUM BEAM SPAR a- b d tj t 4' 5' 6' 7' e' > 202 MISC. 2.00 2.00 .044 .044 302 2.00 3.00 .053 .053 4LB LAP BEAM 4.00 •I00 .046 7.2 5LB LAP BEAM 5.00 .116 .050 15.0 11.0 6.6 6LB LAP BEAM 2.00 6.00 .120 .050 18.2 14.3 10.6 6.9 7LB LAP BEAM 2.00 7.00 •120 -.055 21.8- 17.9- '14:4 11.4 8,3 8LB LAP BEAM 2.00 8.00 .224 .072 32.1 28.7 26.2 24.3 22.3 LAP BEAM 2.00 9.00 .224 .072 33.6 30.0 27.4 25.4 23.7 ILIH LAP BEAM 2.00 9.00 .306 ,062 39.3 35.1 32.1 9:7� 27.8 ➢BL9LB LAP BEAM 2.00 9.00 .224 .072 47.5 2.5 38.8 35.9 33.6 10LB LAP BEAM 2.00 10.0 .389 .092 46.4 41.5 37.8 35.0 32.8 DBLIOLB LAP BEAM 2.00 10.0 .389 .092 59.9 55.6 52.3 49.6 46.4 18' TRUSS LAP BEAM 2,00 10.0 .389 .095 60.0 54.2 49.5 45.8 42.9 IOLBW/6LB LAP BEAN 2.00 16.0 .120 .050 56.8 I 50.8 1 46.4 43.0 40.2 LAP BEAM 1 2.00 1 10.0 1 '.389 .185 1 51.2 1 47.2 1 43.1 39.9 37.3 _WLBV093 10LBW125 LAP BEAM 1 2.00 1 10.0 1 .389 .217 1 52.4 1 48.6 1 44.7 41.3 38.7 MANSARD ROOF WITH 10' COLUMN HEIGHT TABLE APPLIES TO MANSARD, HALF MANSARD, AND A -FRAME BASED ON MANSARQ HEIGHT OF 3' SCREEN BEAM SCHEDULES FOR SCREENING WITH OPENINGS > 607 SPANS ARE BASED ON LOADS FROM FBC TABLE 2002.4 LOADS ARE APPLIED SIMULTANEOUSLY TO WALL & ROOF (6 PSF ROOF +.16 PSF WALL) EXPOSURE B DESIGN MEETS L/60 DEFLECTION REQUIREMENTS MARK (TYPE) SIZE THICKNESS b d ti t2 4' 5' 6' 7' e' 202 MISC. 2.00 2.00 .044 .044 302 2.00 3.00 .053 .053 4LB LAP BEAM 2.00 4.00 .100' '.046 SLIT LAP BEAM 2,00 5.00 .116 .050 12.8 7.2 6LB LAP BEAM 2.00 6.00 .120 .050 16.4 11.7 6.7 7LB LAP BEAM 2.00 7.00 .120 .055 20.2 15.8 11.8 7.7 8LB LAP BEAM P.00 8.00 .224 .072 324 28.7 26.2 23.4 20.0 LAP BEAM 2.00 9.00 .224 .072 33.6 30.0 27.4 25.3 22.7 LAP BEAM 2.00 9.00 .306 .082 39.3 35.1 32.1 29.7 27.8 DBL9LB LAP BEAM 2.00 9.00 .224 .072 47.Y 42.5 38.8 35.9 33.6 IOLB LAP BEAM 2.00 10.9 .389 .092 46.4 41.5 37.8 35.0 32.9 DBLIOLB LAP BEAM 2.00 10.0 .389E 59.9 55.6 52.3 49.6 46.4 IB' TRUSS LAP REAM 2.00 10.0 .389 60.0 54.2 49.5 45.8 42.9 IGLBW/6LB LAP BEAM 2.00 16.0 .120 56.8 50.8 46.4 43.0 40.2 W LAP BEAM 2.00 10.0 .389 51.2 47.2 ' 43.1 39.9 37.3 IOLBW125 LAP BEAM 2XO 10.0 .389 .217 52.4 48. 44.7 41.3 38.7 MANSARD ROOF WITH.12' COLUMN HEIGHT TABLE APPLIES TO MANSARD, HALF MANSARD, AND A -FRAME BASED ON MANSARD HEIGHT OF 3' SCREEN FABRIC DETAIL SHEETI PER F,B,C, 2004 EDITI❑N iPACING ww w SCREEN BEAM SCHEDULES FOR SCREENING WITH OPENINGS > 60% SPANS ARE BASED ON LOADS FROM FBC TABLE 2002.4 LOADS ARE APPLIED SIMULTANEOUSLY TO WALL & ROOF (6 PSF ROOF + 16 PSF WALL) EXPOSURE B DESIGN MEETS L/60 DEFLECTION REQUIREMENTS MARK (TYPE) SIZE THICKNESS MAXIMUM BLAM SPAN- -m, IT d I tl I t2 4' 5' 6' 7' 8' > 202 MISC. 200 2.00 .044 .044 302 2.00 3.00 .053 .053 4LB LAP BEAM 4.00 .100 .046 5LB LAP BEAM 5.00 .116 .050 5.6 6LB LAP BEAM 2.00 6100 .120 .050 11.6 7LB LAP BEAM 2.00 7.00 .120 .055 16.7 10.6 8LB LAP BEAM 2.00 8.00 .224 .072 32.1 27.6 23.7 20.4 17.3 H LAP BEAM P-00 9100 .224 .072 33.6 29.9. 25.9 22.5 19.4 H LAP BEAM P-00 9.00 .306 .082 39.3 35.1 32.1 29.2 26.2 DBL9LB LAP BEAM P.00 9.00 .224 .072 47.5 42.5 38.8 35.9 33.6 IOLB ,LAP BEAM 2.00 '0.0 .389 .092 46.4 41.5 37.8 35.0 32.8 DBL10LB LAP BEAM 2.00 10.0 .389 .092 59.9 55.6 52.3 49.6 46.4 18' TRUSS LAP BEAM 2.00 10.0 .389 .093 60.0 54.2' 49,5 45.8 42.9 IOLBW/6LB LAP BEAM 2.00. I 16.0 1 .120 1 .050 56.8 _ 50.8 46.4 43.0 40.2 IOL13WO93 LAP BEAM -.DO 1 10.0 1 .389 .185 S1.2 47.2 43.1 39.9 37.3 IOLBW125 LAP BEAM I P-00 1 10.0 1 .389 .217 52.4 48.6 44.1 41.3 38. MANSARD ROOF WITH 16' COLUMN HEIGHT TABLE APPLIES TO MANSARD, HALF MANSARD, AND A -FRAME BASED ON MANSARD HEIGHT OF 3' FOR LARGER HEIGHTS SEE SITE SPECIFIC ENGINEERING. DATE- 04/06/06 SC40D N.T.S. STRUCTURAL ENGINEER - fbl UC. 0050662 1-k2 @ 24' O/C (TYP.) iPACING ^ C) - o w n ^ N m ni I_ 7 0 n -� N Cd ^N ar ON In HZ � a W ^ a C3 xw r N 0 V. N 044' 053' TYP. TYP. TYP. 1X2 202 302 BEAM TYPE t 4LH 1 .100 .046 5LB 1 .116 .050 6LB Vc .050 LB U" .055 B 072 9LB 07 IOLB .389 .092 r 12'XB' FTG. W/ I-#5- n o � , uT TYP.-vi SSa •055' A TIP. TYP. I, v L'I 3.0'' SNA B AM GUTTER E-� TT R FACIA 402 502 602 702 #1 SCREWS FOR 7LB OR LARGER OR # 2 FOR 6LB OR SMALLER M IS, C.C. .EXPOSE IfXPOSE TOP & BOT. 0 0 ni 5.00' I ni 5.094' I r W 4LB,SL m N A GLB,7LB 8LB,9LB H-GUTTER BRACE GUTTER BRACE -GUTTER LAP BEAM COLUMN ANCHORING DETAIL 2 r-PAVERS_OR TILES STRIP FTG. DETAIL W/ PAVER OR TILE • 12'X 8' FIG. IS MINIMUM FOOTING SIZE. REFER TO SITE SPECIFIC PLANS, AND STRIP FTG. SCHE➢. FOR ANY ADDITIONAL REQUIREMENTS. MIN. FOOTING SIZES SHOWN APPLY TO NEW FOOTING'S ONLY. FOR EXIST. FOOTING'S SEE COLUMN ANCHORING DETAIL COL FINISH GRADE 3• FROM EDGE SODDED READ TO BOLT (MIN.) FOR EROSION PROTECTION Z 1 p £ 2' MIN. SEXIST. 4' N12MINAL COVER CONC. SLAB NOTE - THIS DETAIL IS APPLICABLE FOR EXIST. SLABS ONLY AND MUST BE ACCOMPANIED WITH ENGINEERS SITE SPECIFIC CALCULATIONS PERMITING THIS USE. TYP, SLAB FOOTING NOTE- THIS DETAIL ALSO FOR COLUMNS 5' DEEP APPLIES TO THE TOP OF 8' INSTALL ADDITIONAL 2 WIDE MASONRY WALLS ANGLE EA. SIDE OF IN W/3-#6 TO COL& CONC. 2 EA CLIP CLIP TO COL. (TYP) - #3 TO CONC. YP.) 4 PER COL 18' COLUMN ANCHORING DETAIL TILES FROM EDGE 3/� -'^-�' BOLT (MIN.) ,..� m 8' \.V/W/ H xH C6%N6 yY& W.V_a5 FTG./SLAB W/ PAVER OR TILE r o.064' !O 064' N V)w T'?? 'nP."oo C IX f C 2 C 2X2X2 2X3 DOOR JAMB C 1X3 C 2X3 FOR COLUMNS 5' DEEP DR GREATER INSTALL 4.0• 2.0• � 093, o .125' .093' TYP. N Y TYP. 2X2 2X4�` 4X4 2X5 ANGLE EA. SIDE OF INSIDE L 2'X2 LONG X 1/8' OF COL W/ 3 - #6TO CBL.v...� >2, 2' ANGLE SIDE OF COL. 8, 1 - 3/8' X 4' LG.. .EXP SIGN W/ 4 06 0 COL & 1 - HOLT (WEDGE AN RS 3/8' X 4*TLG. EXPANSION TO CONC. B N 0 O BOLT (WEDGE ANCHOR) EA CLIP TO CONIC, EA. CLIP 0 U 3' FROMDGE tt TO BOLT IN.) COLUMN ANCHORING.,,. TAIL 4-#Q- dt T� CLIP ANGLE-y3/8' X 4' LG. EXPANSION BOLT (WEDGE ANCHOR) TO CONC. (TYP.) 2 PER COL 03 2 IS' O.C. Ix2 Ixe ELSEWHERE FIG. DELETE 1X2 FOR FRONT ELEVATION OPEN PORT (TYP.) A NOTEI ANGLES ARE NOT REQ'0. FOR 202 DOORJAMB COLS. ALL ANGLES SECURING THE COLUMN TO THE CONCRETE TO HE 2'X2'XI/8'X2' LONG. USE ONE ANCHORS PER CLIP - MIN. TWO ANCHORS PER -COLUMN IN ALL CASES. 3/8' D1A. BOLTS ARE TO BE EXPANSION TYPE (SEE ANGLLf TO CONC. DETAIL) EXPANSION BOLTS TO BE 'HILTI KWIK BOLT II' SYSTEM OR EQUAL m3/8' TAPCON MAY BE USED IN LIEU OF 3/8' EXPANSION BOLT SEE GENERAL NOTE 4 FOR ADDITIONAL REQUIREMENTS GENERAL NOTES 4,67' m W N N IU #i T . piw m .064TV ' Axb .OT60' .129 b SUPER GUTTER T-2, T-3 H-2, H-3 L 2X2 COLUMN SCHEDULE (FOR OPEN WALLS W/SOLID ALUMINUM ROOFS) TABLE GIVES MAX. COLUMN HEIGHT FGR GIVEN COLUMN SPACING AND BEAM LUAU a a COLUMN TYPE, 3X3X.093 LOADING = 33 PSF AREA = LOB K = 1.5 1 = 1.52 �u COL. 4 5 6 7 8 9 10 it 12 13 14 IS 16 17 IB 1 SPACING 9 20 4 17.1 17.4 14..4 13.5 14.2 13.5 11. 123 10.6 1L4 I0.7 8..7 9.5 5 19.1 17..4 15.1 15.k. 13.2 Ill 127 IIS ILO 9.6 9.0 9.5 9.2 9.0 8.] 6 14.4 13.2 13.2 11.4 10.7 ILD 10. 9.7 93IU. 9.0 8.1 8.4 8. 7.8 7.8 7 15.1 14.4 132 11.4 10.7 10.7 9.7 9.1 9.3 8.9 8.4 8.6 8.1 7.3 7.8 7.6 7.1 7.4 8 13.5 11.6 10.1 9.0 9.5 8.3 82 8. 7.3 7.3 7.1 7.1 6.4 6.9 6.7 6.7 9 14.1 142 12.7 11.0 10.7 10.2 9,5 8.1 8.6 82 7.9 7.5 7b 7.0 6.9 6.9 6.1 6,4 10 12.9 121 11.0 9.5 9.1 9.6 8.1 7.4 7.1 72 6.1 6.4 6.5 6.4 9.4 C2 6,0 11 12.9 10.5 9,7 9.7 8..2 7.l 7.4 7.1 7.1 6.6 6.6 6.6 62 62. 6.1 T9 5.6 S7 12 123 U.0 11.0 9.3 8.1 8.1 82 7.1 72 7.4 7.1 6.8 6.1 62 6.0 5.4 5.6 SS 14 11.4 ID2 9.3 8.1 D1 7. 7.7 6.9 6b 6.1 5.4 S9 5.3 5.2 5,4 5.2 SI 16 IO 9.0 8.7 8.2 81 7.1 6.4 6A 62 5.9 S9 5.4 5.2 5.3 5.2 4.6 4.5 18 9.0 82 7.6 7.l 6.1 .7 6.4 5.8 5.6 5.4 5.2 5.0 4.9 4.7 4.7 4.6 4.5 20 9.5 8.5 7.8 7.2 6.7 6,4 6.0 5.1 5.7 5.5 S3 5.1 4.9 4.8 4.6 4.5 4.4 1 4.3 COLUMN SCHEDULE (FOR OPEN WALLS W/SOLID ALUMINUM ROOFS) TABLE GIVES MAX COLUMN HEIGHT FOR GIVEN COLUMN SPACING AND BEAM LOAD COLUMN TYPE, 4X4X.093 LOADING = 33 PSF AREA = 1.45 K - 1.5 I = 3.70 coeorur. 4 5 6 7 8 9 10 11 12 13 14 15 16 17 IB 19 T20 THIS STRUCTURE HAS BEEN DESIGNED & TESTED IN ACCORDANCE W/ THE REQUIREMENTS OF THE F.B.0 2004 EDITION. THE MIN. MECH. PROPERTIES OF ALUM. ARE IN ACCORDANCE V/ LATEST ED. OF THE ALUM. CONST. MANUAL. THIS STRUCTURE ALSO CONFORMS IT]THEDESIGN CRITERIA OF THE kSEEN ANCHORING DETAIL ASCE 7-02 WIND LOAD = 140 M.P.H. (EXPOSURE B) EDGE SCREEN WALL & SCREEN ROOF LOADS BASED ON 60% SCREEN OPENINGS <MIN.) ALUM. PAN & INS. PANEL STRUCTURES BASED ON 100% LIVE LOADS 1. ALL PRIMARY MEMBERS WILL BE CONNECTED W/ BOLTS,) -OP RIVETS OR OTHER POSITIVE FASTENERS. 2. ANCHORS SHALL BE P@ACED GREATER THAN 3' FROM EDGE OF CONCRETE SLAB OR FOOTINGS. ALL CONIC. FASTENERS MUST BE'EMBED. A MIN. OF 1-1/2' INTO SOLID CONC. REGARDLESS OF LENGTHS SPECIFIED IN INDIVIDUAL DETAILS. SLAB 3. FASTENERS FOR ALUM. SHEETS SHALL NOT EXCEED 8' ON CENTER 86 - 10/10 W.W.M. 4. FASTENERS SHALL HAVE A HEAD AND/OR BE PROVIDED W/ 1/2 INCH DIA. WASHERS MIN. �f W/ S'XS' FTG. V/ 1-#5 5. CONTRACTOR IS RESPONSIBLE TO INSULATE ALUM. MEMBERS FROM DISSIMILAR METALS FTG. & SLAB DETAIL TO PREVENT ELECTROLYSIS 6. ALUM. IN CONTACT W/ CONC. OR WOOD SHALL BE PROTECTED W/ HEAVY BOOTED BITUMINOUS PAINT OR WATER WHITE METHACRYLATE LACQUER OR THE WOOD SHALL BE PAINTED W/ TWO COATS OF ALUM. HOUSE PAINT AND THE JOINTS SEALED W/ A GOOD QUALITY CAULKING. - 2•%3' LON 1/e' 7' ALL DOORS TO BE SELF -CLOSING AND LATCHING, W/5 FT. HIGH DOOR HANDLES WHERE POOL OR y SPA EXIST. DOOR LOCATION & 202 DOOR JAMB PLACEMENT IS OPTIONAL. ALL OTHER COLUMNS • 2• AN CE EA. SID F COL. TO REMAIN AS SHOWN. 3T C C. COLA& 2 - 8. ALL NOTES & DETAILS SHOWN ON SITE -SPECIFIC PLAN SUPERCEDES ANY RED.'S SHOWN ON bD3 TO CONIC. E CLIP 0 0,; 1, THIS STANDARD DETAIL SHEET. - .... �..I ...FTG. ...I. .�, ,•..•. ..,I � �37FROM EDGE -. DELETE 1X2 FO 7O BOLT (MIN,) FRONT ELEVATION OPEN PORT C(YP.) E9LUMN ANCHOR NOTE- ANGLES ARE NOT REO'D. FOR 20 DOOR JAMB COLUMNS. ALL ANGLES SECURING THE CDLURN TO THE CONCRE 0 BE 2'X3'Xl/8'X2' LONG. USE TWO ANCHORS PER CLIP - MIN. FOUR ANCHORS PER UMN IN ALL CASES. 1/4' ➢IA. BOLTS MAY BE 'ASHLEY QUICKSET', akn TAPCON ANCHORS. (SEE ANGLE TO CONC. DETAIL) FOUNDATIONS TO COMPLY W/ LOCAL BUILDING LUULS. BEAMS, PURLINGS, COLUMNS ................... ....MAL. 6063-T6 ALL OTHER EXTRUSIONS .. ............................AL. 6063-T5 ALUMINUM SHEET__......__...,...... ......... ....... wAL. 3003-H16 BOLTS, SCREWS, RIVETS, WASHERS .,.-AL. 2024-T4 ALL FASTENERS TO BE ALUM., NON-MAGNETIC STAINLESS STEEL, OR CADMIUM PLATED STEEL •UNLESS OTHERWISE NOTED CARRY BEAM SCHEDULE (FOR SOLID ALUMINUM ROOFS) v nIA. coeu .. rrvru YGeu 1 nen BEAM LOADS WHERE ROOF PROJECTION IS 12' OR LESS_A = L/80 BEAM LOADS WERE ROOF PROJECTION IS 12' OR GREATER-b = L/180 BEAM TYPE 4 5 6 7 a 9 4 5 8 302 6.1 5.4 4.9 4.6 4.3 4.0 5.5 5.1 4.9 4.5 1 4.3 1 4.0 3.8 3.5 3X3 9.1 8.1 7.4 6.8 6.4 6.0 7.2 6.7 6.3 6.0 5.7 5.5 5.3 5.0 4LB 8.0 7.3 6.7 6.3 5.9 7,8 7.2 6.8 6.5 6.2 S9 5.6 SI 2X4 1LI 9.9 9A 8.4 72 7.4 9.0 8.4 7.9 7.5 7.1 6.9 6.6 62 2X5 13.1 IL7 10.7 9.9 9.3 8.7 10.9 10.1 9.5 9.0 8.6 8.3 9.0 7.5 5LB IDS 9.4 8.6 7.9 7.4 7,0 9.7 90 8A 7.9 7.4 7.0 6.6 &0 -(;.4-- 6LB 112 10.0 9.1 8.4 7.9 7.4 11.2 10.0 9.1 8.4 7.9 7.4 7A 7LB 122 10.9 10.0 9.2 8.6 0.1 12.2 10.9 10.0 9.2 8.6 12 T7 7.0 8 B 18D 1 .1 4.7 13.6 12.7 12.0 16. 5.5 14.5 13.6 2.7 12.0 MI 4__ 10.4 9LB 16.6 15.1 14.0 13.1 8, 16.6 IS! 14.0 13.1 123 11.7 10.7 10LH 262 23.4 21.4 19.8 10.5 17.5 22.8 212 19.9 18.9 10.1 17.4 16b 15.1 COLUMN SCHEDULE (FOR SOLID ALUMINUM ROOFS) TABLE GIVES MAX. COLUMN HEIGHT FOR GIVEN SPACING VINn ,nAn = 16.7i v 13 (SHAPF FACTOR) = 21.74 PSF EXPOSURE B STRIP FOOTING SCHEDULE STRUCTURE FOOTING (MIN.) REBAR WIDTH X DEPTH SCREEN ROOF 12' X 8' 1-#5 V/ UP TO 7LB BEAM SCREEN ROOF W/ 8LB 12, X 8' 1-#5 SCREEN ROOF W/ 9LB 12• X 10, 1-#5 SCREEN ROOF W/ IOLE 12, X 10, 2-#S ALL SOLID ALUMINUM 12' X 10, 1-#5 ROOFS KIR FOOTING SIZES SHOWN APPLY TO NEW FOOTING'S ONLY, FOR EXIST. FOOTING'S SEE SITE SPECIFIC PLAN x 0 u arc "°I SEE ATTACKED SCHEDULE FOR ALLOWABLE HEIGHTS 11 J6 SA. UN DATE- O6 SCALE- N.T.S. z �"� - ''In SHEET, C zzz 4+y In L. z Q F" W Q o Z W a ¢ zx a o ¢ C.T. TARNOWSKI, P.E. x UCNIWL ENCINEFI( - PA. UC. 0050662 Q. t Ir. )VAO OS 9