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HomeMy WebLinkAboutSUBMITTED PAPERSn -f • OFFICE USE ONLY: DATE FILED: CONCURRENCY ALL RECEIPT NO.: PERMIT NUMBER: w O (F-1S (7ft% RECEIPTNO.: CERT. CAP. NO.: MUST BE COMPLETE & FILLEIP, IN TO BE ACCEPTED St. Lucie oC uBuilding and Zoning 2300 Virginia Avenue Ft. Pierce, FL 34982- 65E—- SCANNED 561-462 B St. LUCie COUn ty APPLICATION FOR BUILDING PERMIT FOR ALUMINUM STRUCTURES PROJECT INFORMATION I. LOCATION/SITE ADDRESS: 5115 C-C�1 o 7 \tn e 2. S/D NAME: 44DU dCi `-�, SITE PLAN NAME: }C 3.. PROPERTY TAX ID #:- 4. LEGAL DESCRIPTION (attach extra sheets if necessary): 1\- Lod aA� MO.(Q-2 ZW�) 5. PLAT 6. PAGE 7. BLOCK 8. LOT BOOK2� NO. I?- NO. NO. 30L-7 9. PARCEL SIZE: ACRES/SQFTKI g5-0y LOTDIMENSIONS X �� •C'V �( j�j2 �j�( �Q� 10. DESCRIPTION OF • •N PROJECTOR WORKe• s ` �rr 11. SETBACKS (ACTUAL) FRONT: BACK: RIGHT: L LEFT: 5 SIDE �� SIDE 12. [ I NEW CONSTRUCTION [ _ EXPANSION/ADDITION li. TYPE OF STRUCTURE (Check all appropriate boxes) [ ] SCREENROOMS [ ] CARPORT/PATIO ROOF POOL ENCLOSURE [ J MOBILE HOME ROOF OVER FOUNDATION 4` /mil [ I SLAB ON GRADE ' RAISED SLAB W 0 TER 14. DESCRIPTION OF PROPOSED USE: 9,P_G 0 D Q:k�1 [ ] GLASS ROOM [ J SHED [ ] HANDRAILS/GUARDRAILS I I RAISED WOOD DECK ON FOOTING -Y 15. Sq. FtICONSTRUCTION: � d — 6. VALUE OF CONSTRUCTION: $ Q t SO(7, 00 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 with this application: 1MYVXI'A-N'I'-NUTICE: When a permit is -ready to be issued and it is not picked up within 60 days after notification it will be voided and returned to you by mail. SLCCDV Form No.: 001-02 Rev. 1214103 dnrg OWNER INFORMATION QW-14 ADDRESS: L,\1L !j . CITY: QC�211 STATE: � L t ZIP �L.� C� S PHONE (DAYTIME): Tj'79- 4f�s'771414 email: 1-11A IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL IN NAME AND ADDRESS BELOW. FEE SIMPLE TITLEHOLDER: tOLO-1p, ADDRESS: CITY: STATE: ZIP PHONE (DAYTIME): C____) CONTRACTOR INFORMATION ST. of FL REG./CERT #: C R]0 A 5 3�(� ST. LUCIE COUNTY CERT #: BUSINESS NAME: 1-t Af) 5cz2QcG *6n(zapfy(,Qps I ne QUALIFIERS NAME: P. 1 v 1(1AV'��AA S ADDRESS``: v2�7s T . . -' 1 q4 CITY: 1QP `&, Y0M) 1 "9, STATE: V__L, ZIP ZZ,'Q57 PHONE (DAYTM E): (�G'j 24pq� 6_<fG FAXNO.gOLA VOS 1501 email: enC'A oSua@ ARCMT/ENGINEER: �n�\ ADDRESS: CITY: STATE: ZIP PHONE (DAYTIA E): ( ) DESIGN INFORMATION (Contractor has the option toprovide site speafic engineeringfor Structure& Cladding 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 47.2 57.1 Swing Doors 32.4 38 44 53.2 Sliding Glass 32.4 38 44 53.2 Structural Components • Table 16062E for enclosed structure only. All open / partially open structures refer to FBC Ch. 20 oof x 0-10 degrees 1 54.2 1 63.6 1 73.8 1 89.3 all—Table1606.2A- -1 22•B 26.8 31.1 37.6 - ® Impact glazing will be provided ' Type of Surface attachment: Wood Frame 0 Aluminum 0 For enclosed structures only Shutters ype Minimum Design Pressure MPH Product Compliance Report # Method of Attachment 120 130 140 140C . SBCCI Dade Other Anchor Type Spacing emovable Panels Other Permit# of 6?ct/} 1c5-yy CERTIFICATION: 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 permitted work. 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 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 PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE TO APPLICANT: AS THE APPLICANT FOR THIS BUILDING 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 wit all plicable laws regulating construction and zoning. 0 1 R/CONTRACTOR SIGNATURE � CONTROAOR SIGNATURE STATE OF FLOA-%A STATE OF FL A COUNTY OFST L([ L (� COUNTY OF ✓ /�� The foregoing instn ment ckn led The foregoing instrument w ackn wledged b his day �W of me o 0 o before me his day Of by Y ho is personally z Z o Q % i jGS personally knouw-S :re r who has produced Q own'to m o has produced $ as identification. LL� as entification. o$ O�YC,kVO�G ofN Lary a �'u �,.� Si lure rigna �br0 e or Print Name of Notary OI ARv sFA1- - S}P1�' T e'u T ' e d I Ffli$IAL NOTARY SEAL __!yy:A1L FWS-- .� �B KATHRYN O MATTHEWS RCIZ NOT YSEAL p !� COmtlil$$IOIlNO. ov;dnblW�.)eal!%1 COT 1 yf0C COMM.ISSIONNU7�i�d ) ��� D01070e1 of 4LJfEEV& �yH7,V,Vcc�� NOTE: TWO (2) SIGNAT� D. EACH SIGNATURE MUST BE NOTARIZEf{: '�/ �}pfflff G PERMIT AS AN OWNERIBUILDER,Ta: EE R MUST PERSONALLY APPEAR TO SIGN THI$__ TdON,I 77ffr'ORNiC�E-LISTED ON THE FRONT OF THE AP,gLECATTO ' ;•-OFFICE USE ONLY=':_ ZONING SECTION TOWNSHIP �(/C RANGE /? �'j MAP NO. / ZONING _ LAND. USE _ -A`Z-J 7/ A / LOT CVG % - -- Additional Permits Yes U REPORT CODE f I BIMS FEE $�.�%U MISC FEES TOTAL FEES BUILDING &'ZONING REVIEW: REVIEWS ZONING ZONING PLANS MISC. VEGETATION REVIEWED BY EXAMING DATE �Q - COMPLETE INITIALS ^ �/ Property Appraiser - Sr,T 7 pie County, FL Robert M Okal Record: 1 of 1 Property Identification Site Address: 5115 E ECHO PINES CIR Secrrown/Range: 12 :34S :39E Map ID: 13/13N Zoning: PROPERTY RECORD CARD <<Prev Next» Spec.Assmnt Taxes ParcelID: 1312-801-0200-000-2 Account k: 4640 Land Use: SF Res City/Cnty: ST. LUCIE COUNTY Page 1 of 1 Exemptions Permits Map Ownership and Mailing Legal Description Owner: Robert M Okal Nancy A Okal HOLIDAY PINES S/D-PHASE II-B- LOT 397 (MAP 13/13N)(OR 1772-232) Address; 5115 Echo Pines Cir E Fort Pierce FL 34951 Sales Information Assessment Final Value Total Land and Building Date Price Code Deed Book/Page 2004 Val: 183000 Land Value: 50000 Acres: 0.53 5/22/2003 224000 00 WD 1772/0232 Assessed: 183000 Building Value: 133000 1/3/1994 100 01 WD 0878 / 0385 Ag.Credit: 0 Finished Area: 2239 SgFt 1/31/1991 30000 01 WD 0725/0267 Exempt: 25000 1/14/1991 100 01 WD 0723/1045 Taxable: 158000 1/1/1985 27000 00 CV 0453/0753 TotalTax: 3482.94 1/1/1983 22000 00 CV 0391 / 2838 ' BUILDING INFORMATION ❑x Exterior Features View: - RoofCover: SA - Asph Shingle RoofStmot: HP - Hip ExtType: HC+ -HC+ YearBll: 1991 Frame: - Grade: C+ -C+ EffYrBlt: 1991 PrimeWall: BS - CB Stucco StoryHght: 0010 -1 Story No.Units: 1 SecWall: - Interior Features BedRooms: 3 Electric: MX-MAXIMUM PrmintWall: DW- Drywall FullBath: 2 HeatType: FHA - FrcdHotAir AvgHUFI: STD 1/2Bath: HeatFuel: ELEC - Electric Prm.Flors: CU - Carpet %A/C: 100 %Heated: 100 %Sprinkled: 0 Special Features and Yard Items Land Information Type Y/S Qty. Units Qua]. Cond. YrBI[. No. Land Use Type Measure PA01 -POOL DK-AVG Y 1 725 AV AV 1991 1 0100-SF Res 255 -Front Ft 121.8 ENC2 - POOL ENC-AVG Y 1 1175 AV AV 1991 SWAV - RES POOL AVG Y 1 450' AV AV 1991 5CFT - 5CFT S 1 1 AV AV 1991 3CFT - 3CFT S 1 1 AV AV 1991 SDSF - SITE DEV S-F - Y 1 1 AV AV 2001 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED Depth 190.07 http://www.paslc.org/PRC.asp?prclid=131280102000002 4/22/2005 DESIGN PROCEDURE Florida Building Code Exposure Wind Zone mph Attach all appropriate Engineering Designs and Specifications from Lawrence Bennett, Robert Monsour, 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. ❑ Side View, column location and distance between, beam sizes & length, girt locations, and all dimensions. ❑ 2 sets of highlighted engineers sheets from appropriate manual for all attachments. ❑ 2 copies of the Design Procedure Checklist from the AAF Manual OR the design component checklist from 2001 Bennett Engineering Manual ❑ 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 4tn 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, 1606.2B, 1606.2C, and -1606:21) or chapter 20-of the Florida -Building Code. - -- - - - --- - " C utracmr Name Signature to I 1 ' C' T 0Lm cn GNc� /H 2x2purlins 2x2purlins 2x2purlins o o p C3 Cmi9�o n 0 C N o E E ti \V i F ^ ��cc N F7 AO N N a A IDN � () 0 .w..i,,ttt''�1 OJ e+•—ea•sa•sa• s+• sa• """"''�_ S..d— 6-4-+' — c+' � � s+' — �N srP o A '. top elevation O Eli % C �N^apt G r`rr, G mm� 00SM-4 oma o � /^1< �0 4°Pgr m 2 nCO V I L ZE ro r a� °88/�®Z Cy p jaSth °praore Call er ZOt 4�tlg �r pr,r'V///Zln11ht9 Nname:0kal,Robert II Mansard he de ° ek/SP/n9 color:Mite address:5115 Echo Pines Cir. E. (Ft. Pierce, FL 34951) S ri, ,1 /8 scale ena/ OD E E E E E E E m b m c--6'4`— —6'4' + V4°---—54•—'k-64` F 5TP m ,n rear elevation 9 D _(D � 3�C C� �cg��z m < a ch = n 4 D co DNmOO b O Z Z O r to o w 13 � ¢; O 3 � .4 A �y r X izT w c0 o �n CO p- b O oO�zo p m "� 2x2chairrail01 c IME ,— G 0 resnP —— Teaie• �� N.i. O ®� rs5n6• .a y O : ��. �O 2T4 fp l0 y O Cofs' 4 side elevation 0 ��°� ��= °�. y Npu �x <7` rn��� %op 0 V m O> 0 4r yap 0 9� o�� ®c y was"dari ®ro 6 N � oA a o 1 �I ®� pi o r /herAr/or o rh®�,b -0 oor Iko %��o �^�`� or/nt Ir //6 a a 9 h'/ariy k/StlnIV 0 J 9S to �� �GN 0 G Nndme:0kal,Robert s*Full Mansard Ir:White address:5115 Echo Pines Gr. Eft. Pierce,FL 34951) ,1 /8 scale ENGINFFR.TNrT STRUCTURAL ENGINEERING - ALUMINUM DESIGN 25418 E. MARION AVENUE, UNIT #004, PUNTA GORDA, FLORIDA 33950 PHONE: (941) 205-2023 FAX: (941) 205-2024 DECEMBER 8, 2004 TO: Building Officials and Plans Examiners RE: ENGINEERING "ALUMINUM STRUCTURES MASTER PLANS" S & ENCLOSURES; INC:' - - ----- -- - — --- - -- --> --- -- -- - Master Plumber: 13250 are clients o ur firm, and have subscribed to the usage ofthese plans for one (1) year expiring. 12-8-05 This EnWqcring is Mastered in Florida only. -6 MFD/barR'" Y a S 4 y +tin i 7 Y m a:5 SHESS?LWS SOOpNy 00RASOS SSNASA1uninurn Structures Master Plan i6�r�t�kt Cr gp�� ,,,VWS, F 0INS B E�A�@S0 Design Worksheet / Cheeh t�yj" 'C0�'/V6C;,1 S1Nc� n �FD� DES Mp�BENw, HSpp41'�"ThC� o heetso be submed with appropt(acreen Wall/Scieen Roof B26)�k`l�y_6FA�t�va�V DD��V ®1l(Y r Iding Code: Florida Build n Code 2001 A(1&11� �RE%Af' �4AfD `� Wind Zone: —Exposure category: C Importance factor: dl407�9� AL Client #: State License 4:1' Bi I of �- 13 Structure Information: T Overall Dimensions of Structure: Length: 2 ft. Rrdth: { �7 ft• Overall Height of Structure: 13 ' it. Wail Height: 91 ft. Type of Structure (ie. N,4aULd, Gable, Flat, Dome, etc.): RoofBeam Span: aQty t'' ft., Spaced'7`�j� ft. o.c.; Use: 2X7S"A' Beamfor RoofBeam and ;ZX� f-, Beam for Column/Post/Upright for ft. Wall Height as Per the Table on Page_. (Note: If enclosure requires different beam spans and different beam sizes please provide information requested above for these members on an additional sheet andattach for submittal) Side Wall Columns Spaced 4�st6 If O.C. supporting a 07X2 Purlin (Secondary Member) at a Wall Height of 9_ ft.; Use a 2XISA Column/Post/Upright in Conjunction with a O X2_ Purlin as Per the Table on Page /�l . (Note: If enclosure requires different column heights and different beam sizes please provide information requested above for these members on an additional sheet and attach for submittal) Connection Details being Utilized: (please specify the page and if there is more than one detail on the pate, then specify which detail you are using) • Column to Concrete Connection for Front Wall: Page Detail_ • Column to Concrete Connection for Side Wall: Page = �J Detail • Beam to Column Connection for Front Wall: Page ® Purlin to Column. Connection for Side Wall: Page • Beam to Beam Connection for Roof Beams: Page • Roof Beam to Pura Connection: Page • Gutter to Fascia Connection: Page • Beam to Gutter Connection: Page • Chairrail Connection:. Page O Door Header Connection Detail: Page • Carrier Beam to Fascia (when applicable): Page • Roof Beam to Carrier Beam (when applicable): Page • Concrete/Footer Detail: Page 3871-TAMIAMI JRAI4.ST11TE E------- -- ALrrAlMUM STRUCTUMS L PORT CHARLOTTE. FL 33952 L S ATM M © COPYRIGHT PHONE (941) 627-4901 AL ENCINETRINO, INC. FLORIDA I FAX (941) 624-2392 2"x4" PB POST/COLUMN TO CONCRETE - DETAILS 2'x4' PB COLUMN SCREENING — NOTCH COLUMN FOR BASE PLATE 2'x2'x.125' ANGLE (2) #12 x3/4' SMS EACH SIDE— CSPACED 1' O.C. MINIMUM) 2500 P.S.I. CONC. O O p d d p d p •d 3/8' RAMSET/REDHEA➢ LDT TAPCDN (DR EQUIVALENT) CONCRETE ANCHOR V/ NYLON DR NEO-VASHER (2.5' MIN. EMBEDMENT) (4) "1Dxl-1/2' SMS BOTTOM PLATE INTO SCREW BOSSES x 2 1/2' CONCRETE ANCHOR d 2500 P.S.I. CONCRETE m d _MAX SPACING_61 I 24' D/C MAX.--, III � O ° 3' MII 2' FROM MIN. EDGE [ DECK SIDE VIEW -(2) #12 x3/4' SMS EACH SIDE (SPACED 1' O,C, MINIMUM) 3/8' RAMSET/RE➢HEAD LDT TAPCDN (OR EQUIVALENT) CONCRETE ANCHOR W/ NYLON OR NED-WASHER. FASTENER TO PENETRATE ANGLE AND 1'x2' OB INTO CONCRETE EACH SIDE (2.5' MIN. EMBEDMENT) 'x2' 013 BASE PLATE TYP, li 2'x4' PB COLUMN II (2> #12 x3/4' SMS EACH SI➢E �I 2'x2'x.125' ANGLE .. I� 3/6' RAMSET/REDHEAD LDT TAPCDN CDR EQUIVALENT) CONCRETE ANCHOR W/ NYLON OR ANGLE AND 1Hx2' OS INTO PENETRATE TO CONCRETE BEACH SIDE (2.5' MIN. EMBEDMENT) - j /--l'x2' DB BASE PLATE CTYP.) 4 ) 1 1-1/4' MIN. CONCRETE ANCHOR EMBEDMENT d d NOTCH d COLUMN FOR 6' _MAX SPACING11 _ BASE 1 MAX. 24' O/C FRONT VIEW NOTES 1.) ALL 1/4' CONCRETE ANCHORS TO BE POWERS POWER -BOLTS (OR EQUIVALENT) 2.) CONNECTION IS. GOOD FOR 3,052 POUNDS OF UPLIFT. SPECIAL ENGINEERING IS REQUIRE➢ TO EXCEED 2,052 POUNDS, 3.) CONNECTION IS BASED ON 3' MINIMUM EDGE DISTANCE AND 2' MINIMUM SPACING OF FASTENERS. 4.) CALCULATIONS FOR THIS CONNECTION WERE BASED ON A MAXIMUM ROOF BEAM SPAN OF 2B' AND A MAXIMUM ROOF BEAM SPACING OF 9' O.C.. IN ORDER TO EXCEED THESE PARAMETERS SPECIAL ENGINEERING IS REQUIRE 5.) ALTERNATIVE FASTENERS MAY BE USED IN PLACE OF THE 3/B' RAMSET/REDHEAD LDT TAPCDN PROVIDED THEIR VORKING/ALLOWABLE VALUES FOR TENSION AND SHEAR BASED ON 3' EDGE DISTANCE AND 2' SPACING ARE GREATER THAN THE VALUES OF THE 3/B' RAMSET/RFDREA➢ LDT TAPCDN. (TENSION=790.00#, SHEAR=691.00#) _T 6.) IT IS ACCEPTABLE TO PLACE THE #12x3/4' SMS THAT-CONNECT-THE-ANGLr— ND PATID-PEAM-IN A. VERTICAL CONFIGURATION RATHER THAN THE HORIZONTAL CONFIGURATION SHOWN. 7.) PROPER PRECAUTIONS SHALL BE TAKEN TO PREVENT GALVANIC ACTION DUE TO ➢ISSIMILAR METALS AND CORROSIVE ENVIRONMENTS. PCCD24B PHONE (941) E27-4901 FAX' (241) 624-2382 PGAMING ]NC © C AL ENGINEERING, INC. MASTER 266 1' 9 I u POST/COLUMN TO --CONCRETE-DETAILS TYP. 2'x SMB COLUMN SECONDARY SCREEN P'v?4125' ANG r rnru erne ANGLE EACM SIDE OF COLUMN WITH 410 SMS 2 EACH #lOx3/4' SMS EACH SIDE (SEE SECONDARY ANGLE SCHEDULE) (MIN. 1' O,C, SPACING) 3/8' RAMSET/REDHEA➢ LDT TAPCON THRU #10 x3/4' SMS TO BE SPACED PRIMARY ANGLE A 1'x2' OB EACH SIDE INTO A MINIMUM OF 1' OO O O .C. CONCRETE (MIN, 2-1/2' EMBEDMENT) Irn 1'x2'x.044' OB BASE PLATE (TYP,) MINIMUM 2300 P.S.I. CONCRETE d e 3/B' RAMSET/REDHEAD LDT TAPCON a THRU SECONDARY ANGLE EACH SIDE' 3' MIN.. INTO CONCRETE (MIN. 2-1/2' EMBEDMENT) <2' 2' 'FROM MIN.. MIN, EDGE • NOTE- DETAIL ILLUSTRATES TYPICAL J OF SLAB 2'x6' SMB COLUMN CONNECTION SIDE VIE W • NOTES DETAIL ILLUSTRATES TYPICAL TYP. 2'x SMB COLUMN 2'x6' SMB COLUMN CONNECTION (2) 410x3/4' SMS EACH SIDE SCREEN (MIN. I' O.C. SPACING) 2'x2'x.125' ANGLE EACH SIDE C2J #/SMS I 3/8' RAMSET/REDHEAD LDT TAPCON THRU EACH PRIMARY ANGLE S Vx2' OB EACH SIDE INTO 1/4' CONCRETE ANCHOR CONCRETE (MIN. 2-1/2' EMBEDMENT) (MINIMUM 1-1/4' EMBEDMENT) I 1'x2'x.044' OB BASE PLATE (TYP.) ` I Q 2500 P.S.I. CONCRETE d - .d 4 1 1/4' MIN. CONCRETEANCHOR EMBEDMENT —MAX SPACING_L— A MAX. 24' O/C 6' 6•MAX SPACING _ 24' O/C FRONT VIEW PRIMARY 2'x2'x.125' ANGLE CONCRETE DECK EDGE NOTE DETAIL ILLUSTRATES TYPICAL 1 2'x6' SMB CONNECTION. CREEN� MIN, . N. �a. SECONDARY ANGLE SCHEDULE , z E la'X6, v TOTAL O 1'x2' O/B BASE PLATE (TYP.) #10x3/4' z _, SMS N £ 3/8' RAMSET/REDHEAD LDT TAPCON 6O O INTO CONCRETE EACH SIDE 6CHIN. 2-1/2' EMBEDMENT) WSECONDARY 62'x2'x,125' ANGLE 6O (SEE SECONDARY ANGLE SCHEDULE) 6 II NOTES, (1) ALL 1/4' CONCRETE ANCHORS TO BE POWERS POWER -BOLT __ _ _ ____ (OR _EQUIVALENT)__ ;MS- 10(SEE E OND`�(:-tc3O/C FORk2S-CONNECTION IS GOOD FOR 4,000 POUNDS OF UPLIFT. I IUM (SEE SECONDARY B 24. O/C FOR SMB E SCHEDULE) SPECIAL ENGINEERING IS REQUIRED TO EXCEED 4,000 POUNDS, II, 2'x SMB OR SB COLUMN (3) CONNECTION IS BASED ON 3' MINIMUM EDGE DISTANCE SPACING OF -FASTENERS, — --- -- --- ----� 3t171 TAMIAMI 'QiAIL,SUITE c- ---_-� - --- y1LUXZNPdl.STRUCT[TR£S X9STSR fZdN PORT CHARLO Tit, 4 03952-_ d EBGDMON IF © COPYRIGHT AL ENCRnMZIyG, INC. 2002 PHONE (sat) B27-riot - - - PAGE BO OF 268 FAX (941) 62!-2382 AL ENGINEERING, INC. FLORIDA LICENSE 17441 2x3 PB POST/COLUMN NOTCH COLUMN FOR BASE PLATE 1'x2'x.044' OR BASE PLATE (TYP.) TO CONCRETE DETAILS 2'x3x.050' PB COLUMN I SCREEN 2'x2'x.093' ANGLE EACH SI➢E 2 EACH #12 x3/4' SMS EACH SIDE (SPACED V O.C. MINIMUM) 3/8' RAMSET/REDHEAD LIT TAPCON (OR 2500 P.S.I. CONC. EQUIVALENT) CONCRETE ANCHOR V/ NYLON OR NEO-VASHER. FASTENER TO PENETRATE a i7 ANGLE AND 1'x2' 0B INTO CONCRETE EACH a� ..Q SIDE (2 1/2' MIN. EMBEDMENT) e 3' MIN. d EDGE '4 DISTANCE SIDE VIEW 2'x3'x.050' PB COLUMN EACH (SPACED 1'/O.C.SMS MINMUM) SIDE SCREE I� �I 2'x2'x'093' ANGLE II II 3/8- RAMSET/RE➢HEAD LDT TAPCON (01 EQUIVALENT) CQNCRETE ANCHOR V/ (4)-410x1-1/2' SMS THRU BOTTOM NYLON OR NEO jVASHER, FASTENER TO PLATE INTO COLUMN SCREW, BOSSES PENETRATE ANGLE AND 1'x2' OR INTO CONCRETE EAC ASIDE (2 1/2- MIN. 1/4' x 2 1/2' CONCRETE ANCHOR EMBEDMENT) z�k* x2' O/BASE PLATE (TYP.) p m - 1 1/4' MIN, CONCRETE 2500 P.S.I. CONCRETE d - ,A 4 ANCHOR EMBEDMENT d NOTCH --MAX SPACING__ S. ICULUMN ---------iil FOR 61 MAX SPACING 24' 0/C MAX, BASE MAX. 24' 0/C -+ 4' FRONT VIEW NOTES, 1.) ALL 1/4' CONCRETE ANCHORS TO BE POWERS POVER-BOLTS (OR EQUIVALENT) 2.) CONNECTION IS 13001 FOR 2,312 POUNDS OF OPLIFT. SPECIAL ENGINEERING IS REQUIRED TO EXCEED 2,362 POUNDS. 3,) CONNECTION IS BASED ON 3' MINIMUM EDGE DISTANCE AND LIMITATIONS OF SPACING BETVEEN FASTENERS - (MINIMUM 4' SPACING) 4.) CALCULATIONS FOR THIS CONNECTION WERE BASED ON A MAXIMUM ROOF BEAM SPAN OF 28' AND A MAXIMUM ROOF BEAM SPACING OF 7' O,c IN ORDER TO EXCEED THESE PARAMETERS SPECIAL ENGINEERING IS REQUIRED. 5.) ALTERNATIVE FASTENERS MAY BE USED IN PLACE OF THE 3/8- RAMSET/RE➢HEAD LDT TAPCO_N PROVIDED _ -- -- - THEIR VORKING/ALLOWABLE VALUES FOR TENSION -AND -SHEAR-BASED-DN-3' EDGE-DISTANCE_AND_4' SPACING ARE GREATER THAN THE VALUES OF THE 3/9' RAMSET/REDHEA➢ LDT TAPCON. ___ - -_ --- (TENSIDN=1290,71#, SHEAR=1063.75#) G.) IT IS ACCEPTABLE TO PLACE THE #12x3/4' SMS THAT CONNECT THE ANGLE AND PATIO BEAM M A VERTICAL -- - -CONFIGURATION RATHER THAN THE HORIZONTAL CONFIGURATION SHOVN.---------- "---'— 7.) PROPER PRECAUTIONS SHALL BE TAKEN TO PREVENT CORROSION AND GALV AC S ILAR METALS AND CORROSIVE ENVIRONMENTS. P-CCD23A 3871 TAMIAMI TRAIL SUITE E ALVMINUJ( STRUC S Si P PORT CHARLOTTE FL 33952 d ENG➢iE UG INC. © COPYRIGHT 6L ENGNEExwG, .INC. 2002 PAGE 54A OF 2t PHONE (947) -238201 AL ENGINEFHING, INC. FLORIDA UCENSE p7441 FAX (947) 624-2382 I BEAM TO COLUMN CONNECTIONS - - (l) FASTENERS SHALL BE PLACED IN THE CONFIGURATION SHOWN AND A MINIMUM OF 1/2, FROM EDGE OF BEAM AND A MINIMUM SPACING AS PER THE CONNECTIONS BELOW, FASTENERS SHALL NOT BE PLACED LESS THAN SHOWN ON DETAILS. IF THESE SPACINGS CANNOT BE ACHIEVED, THEN GUSSET PLATES SHALL BE INSTALLED OR AL ENGINEERING, INC. MUST REVIEW AND PROVIDE APPROVAL. (2)CONNECTION IS DETERMINE➢ BY POST SIZE. THEREFORE, IF USING A 2X8 SMB ROOF BEAM WITH A aXA cua Pnc-r US€ ._ TETAI thl W TM THE cAR=1,1 . G SGHEDUtE-FOR_- - E;_ SMB: 2x2 INTERNALLY FASTENED 2x2 INTERNALLY FASTENED TO BEAM W/ (2) TO BEAM V/ (2) #IOxl 1/2, SMS 4lOxl 1/2' SMS #lOx3/4' SMS 4IOx3/4' SMS 2 X 4 ALUMINUM END CAP 2 X 4 ALUMINUM END CAP SMB (OPTIONAL) SMB (OPTIONAL) 45' �® #IOxl 1/2' SMS 45' -� 1' #lOxl 1/2' SMS MAX, I 6' EACH SIDE OF MAX.. 6' EACH SIDE OF ® ® POST AND 2 24' I f O.C. MAX. a POST AND 2 24' (8) #IOx3/4' SMS W WII EACH SIDE 2'x3' PB II DETAIL OA (9) #1Ox3/4' SMS EACH SIDE W/ GUSSET PLATE (MIN, THICKNESS EQUAL TO OR GREATER THAN POST THICKNESS) 2x2 INTERNALLY FASTENED TO BEAM V/ ,2) koxi 112, SMS #1Ox3/4' SMS 2 X 5 SMB ALUMINUM END CAP COPTIONAL) T 1� ® ® ® #IOxl I/2' SMS MAX. I ® f ® e 6' EACH SIDE OF +/ POST AND 2 24' =g ® e O.C. MAX. ® ® (2) 41Oxl' SMS INTO SCREW BOSSES 2 X 5 OF Ix2 OB SMB (13) #IOx3/4' SMS EACH SI➢E DETAIL 2x2 INTERNALLY FASTENED TO BEAM W/ (2) //\ #_ 1/2' SMS #IOx3/4' SMS END CAP #lOxl 1/2, SMS 6' EACH SIDE OF POST AND 2 24' O.C. MAX, (2) #lDxl' SMS INTO SCREW BOSSES OF lx2 CB 2 X 6 SHE ® . ® D.C. MAX. ®-= ® (2) #IOxl' SMS INTO SCREW BOSSES OF lx2 OP 2'x4' PB, SB OR SMB DETAIL / 2x2 INTERNALLY FASTENED TO BEAM W/ (2) �41304, 1/2' SMS 41Ox3/4' SMS DETAIL DO 2 X 7 EACH SIDE 2 X 8 SHE SMB BTCCIR DETAI IE4 DETAIL FO - - -- — -- 3fi71 TAMIAMI TRAIL SUITE E : LUVlNUX STRUC77LM MASTER PL N PHONTE{(941){p 52{j q,gp q�y�ENGINMH NG INC. ©COPYRIGHT AL EFCA*EQ2p7G, INC. 2002 FAX: (941) 6pq-2382 AL ENGINEERING. INC. FLORIDA UCENSE f7441 END CAP - #1Ox1 1/2' SMS G' EACH SIDE OF POST AND 2 24' O.C. MAX. C2) #lOxl' SMS INTO SCREW BOSSES OF lx2 OB (14) #lOx3/4' SMS EACH SIDE 2x2 INTERNALLY FASTENED TO BEAM W/ (2) #1Ox1 1/2, SMS _ - #SOx3/4' SMS -ALUMINUM END CAP (OPTIONAL) #IOxl 1/2' SMS 6' EACH SIDE OF POST AND 2 24' O.C. MAX. (2) #IOxl' SMS INTO SCREW BOSSE OF lx2 ON EACH SIDE PAGE 78 OF 266 REVISED 10/02/02 TOP RAIL/PURLIN/COLUMN CONNECTION - SCREEN WALL/SCREEN ROOF 2'x2'x.044' PB SCREEN SIDEWALL PURLIN / / EDGE BEAM / (4) #10 SMS EA. SIDE OF PURLIN THRU 1'x2'x,044' OB 2-1/8'x2'xl/8' RECEIVING CHANNEL (#10 SMS TO BE SPACED 1' O.C. MIN.) .062' REC. Il lj CHANNEL W/ (4) #10 SMS INTO (ry' EDGE BEAM AND o NOTCH COLUMN TO FIT COLUMN (BOTH SIDES) PURLIN/ REC. CHANNEL '10xl-I/2' SMS (2) #12 SMS THRU CHANNEL 2 24' O.C. AND INTO 2'x2TOP RAIL WITHIN 6' EA. SI➢E OF COLUMN 2'x3'x.050' PB COLUMN OR 2'x3x.045' SB COLUMN I DETAIL O _ 2'x2'x.044' PB SI➢EVALL PURLIN SCREEN tg JE #10 x3/4' SMS 24' D.C. / / OPTIONAL BEAM CAP / EDGE BEAM / a (2) - #10 SMS EA. SIDE OF PURLIN THRU I 1. 1/2'x2 1/8'xl/8' RECEIVING CHANNEL `\ NOTCH COLUMN TO FIT 1'x2'x.044' 0/13 PURLIN ANGLE W/ 2 #10 x3/4' SMS TO COL. (2) - #12 SMS THRU CHANNEL INTO 2'x2' ,6S MS 2SIDE AND WITHIN EA. OF�COLUMN 2'x3' SB COLUMN -- -- CPCO — - - -- ------ -- -- I a I TRAIL, .SUITE-E LZUXINUdC-STIiUCTURSS 3(�S = R - - - - -e - flTiE-FL�3952 EF EKINEFRING ING © cOPxxicgr et - ... .....-- 266 .. G, C. 20022q-y382 AL ENGINEERING, INC. ROWDA UCE E 1] t C' O BEAM TO BEAM CONNECTION DETAIL SPACING BETWEEN SCREWS SHALL NOT BE LESS THAN SHOWN ON THE TABLES OR DETAILS. MINIMUM DISTANCE FROM SCREW TO EDGE OF MEMBER SHALL NOT BE LESS THAN 0.5'. GUSSET THICKNESS MUST BE GREATER OR EQUAL TO WALL THICKNESS OF BEAM. TOTAL # OF FASTENERS TO DISTANCE FASTENER FASTENER DISTANCE BFAM COMPLETE FROM VERRCa HORIZONTAL FROM SIZE mww=nu 71' SPLICE SPACING SPACING EDGE 2x4 PB 20 - #10 SMS 7.25' 1 2.15' 1 0.5' 1.12' 1.14' 0.5' 2x4 SB 24 - #10 SMS 1 7.35' 1 215' 0.5' 1.12' 1.14' 0.5' 2x4 SMB 28 - 410 SMS 9.5' 2.5' 0.5' 1.12' L14' 0.5' 2x5 SMB 28 - #10 SMS 9,75' 2,5' 0,5' 1.50' 1,14' MY 2x6 SHB 32 - #10 SMS 1L25' 4.0' 0.5' 2.0' L14' _ 0.5� 2x7 UMME 50w 0.5' 2x8 SMB 36 - #10 SMS 14,75' 6,0'. 0.5' 4,0' 1,14' 0.5' 2x9 SMB 40 - #10 SMS 14.75' 6.0' 0.5' 4.0' 1,14' D.5' 2x10 SMB 44 - #10 SMS 17.5' 7.0' 0.5' 5.0' 1.14' 1.0' LO SCREWS PER SPLICE (40 TOTAL) 2x9 SHE o 2x9 SMB SAIL Q. DETAIL SHOWN AS 2x9 SMB, OTHER BEAMS ARE SIMILAR. TOTAL I OF TO DISTANCE FASTENER FASTENER DISTANCE BEAM COMPLETE COMPLETE FROM VERDCAL HORIZONTAL FROM SIZE r Nmu nu N. SPLICE SPACING SPACING EDGE 2x4 PB 20 - #10 SMS 7,0' 2,0' 1.5' 03D' 1.14' 0,5' 2x4. SB 24 - #30 SMS 7,0' 2.0' 1.5' 030' 1.14' 0.5' 2x4 SMB 28 - #10 SMS 8.75' 2D' 1.5' D190' 1.14' 0.5' 2x5 SMB 28 - 010 SMS 8.75' 3.0' 1.5' 1.90' 1.14' 0.5' 2x6 SMB 32 - #10 SMS 8.75' 4.0' 1.5' 2190' 1.14' 0,5' 2x7 SMB 32 - #10 SMS 11.0' 5.0' 1.5' 2.90' 1.14' 0,5' 2x8 SMB 36 - #10 SMS 11.0' 6.0' 1.5' 2.90' 1.14' 0.5' 2x9 SMB 40 - #10 SMS 13,25' 7.0' 1.5' 2.90' 1.14' 0.5' 2XIO SHE 44 - #10 SMS 15.5' 8.0' 1.5' 3,90' 1 1,14' 0.5' 9 SCREWS n PER SPLICE (36 TOTAL) �oo°o 000 I n_o 00oJ - - - --_ --DETAIL-OD - _ DETAIL SHOWN AS 2x9 SMB, OTHEI B767R ,.125' FLAT BAR 3871 TAMIAMI TRAIL. SUITE E .d ALDXINaX STRUCTURES RASTER PLd1V I PORT CHARLOTTE, FL 33952 ENGDEEBBT6, INC. © COPYBSHT AL ENGIPEETONG, INC. 2002 PAGE 47 OF 266 J PHONE (941) 627-4901 7 AL ENGINEERING, INC. FLORIDA LICENSE €7441 R=ED 9/27/02 FAX (941) 624-2382 PURLIN BEAM TO BEAM CONN. DETAILS 4- flO x 1 t 2" SMS INTO 1 1 2" x 2 1 8' x .052' RECEIVING CHANNEL SCREW BOSSES - EACH SIDE W/ (4) - #10 SMS INTO BEAM & 2 - '10 SMS-1 0� 'fFrSi0E5 OF 2 x = O O — O O 2'x3'x.DSO" PS 2"x3'x.050" PB TYP. SMB OR SNAP TYP. SMB OR SNAP BEAM �I ry DETAIL l� AO DETAIL NOTE 'fH15 DETAIL IS ACCEPTABLE FOR USE MINIMUM 1' CENTER —TO —CENTER SCREW MINIMUM 1/2" EDGE DISTANCE SPACING WITH A 2'x PB AS THE PRIMARY BEAM. I 2 SMS INTO MARY BEAM )TH SIDES 0 SMS EACH SIDE SE ONDAIN)/BEAM. 4 3 4 3 5 4 6 5 7 5 B 6 8 7 SEE SCHEDULE FOR FASTENERS DETAIL APURLIN TYP. SMB TYP. SUB PURLIN—(SECONDARY) NOTE ILLUSTRATED AS 2x4 SMB SECONDARY / BEAM MINIMUM 1CENTER=TO—CENTER SCREW SPACING a_ MINIMUM 1/2" EDGE DISTANCE FOR #12 SMS & 1" EDGE DISTANCE FOR �10 SMS 2'x2"x.044" PB -_ 2'x2"x.044" PB - (1) — #10 SMS OR (2) — #B SMS INTO EACH SIDE OF PURLIN I�. 7 O O TYP. SMS -OR-SNAP BEAM 2 — 10 x 1 1 2" SMS 1 1 2 X 2 'I B x A62 2 — 10x3 4' SMS INTO SMB INTO SCREW BOSSES RECEIVING CHANNEL OR SNAP BEAM — EACH SIDE DE�TrAIL 1 `Did - , DiT ''ILN ( _ _ -- - - _ — ---- TYP. SMB OR NOTE: THIS DETAIL IS NOTES: MINIMUM 1" CENTER TO CENTER SCREW SPACING. AC B S -- —_--- —MINIMUM 1/2':CENTER-TO-CENTER-DISTANCE"FROM SCREW -TO -0 ,BER. -' B PBCR ... ..._.___..._ __ E PRI . W 3571 TAMIAMI TRAIL, SUITE E ALUACINUM STRUCTURES d PORT CHARLOTTE, FL 33952 Q1gNiRINq INC. ©COFIRIG AlT. c, INC. 2002 PAGE 49 OF 288 PHONE (941) 627-49D7 FAX: (941) 624-23H2 AL ENGINEERING, INC. FLORIDA LICENSE 17441 REVISED 9/27/0? P, r 7 GUTTER TO FASCIA DETAILS SCREEN WALL SCREEN ROOF FASTEN FASCIA W/ (2) #14 LAG SCREWS rl W/ �g/a�Tarprtv_��p RAFTER MIN. 2' PENETRATION (MAX. 24' D.C.) 14) 4t14x3' LAG SCREWS W/ 3/4' STAINLESS 5 STEEL WASHERS E EACH CLIP - 3.5'x,100' ALUM ANGLE CLIP E EA. BEAM @ FASTEN ,CUTTER V/ (2) #14 LAG (4) #14x3/4' SMS 3 SCREWS V/ 3/4' STAINLESS STEEL N WASHERS E 12' O.C. - STAGGERED 2' APART (MIN. 2' PENETRATION) poor U SrOR RAF-B I DETAIL y; "P,' )-4, GUTTER DETAILS) 4', 5' OR 7' SUPERGUTTER n CONTINUOUS ANGLE, 1'x2' OB, OR WOOD WEDGE 7 LJ TD PLUMB GUTTER WHEN REQUIRED FASTEN FASCIA V/ (2) #14 LAG SCREWS W/ /4 N 7 RAFTER MIN. 2' PENETRATION (MAX. 24' D.C.) 3/B'x6' LAG THRU SPACER FERRULE E EACH BEAM - (FERRULE SHALL BE RIGID ALUMINUM OR PVC PIPE) 4 (USE 9' LAG WITH 7' SUPERGUTTER) �i FASTEN GUTTER W/ (2) #14 LAG 3 SCREWS 3/4' V/ STAINLESS STEEL WASHERS E 12' D.C. - STAGGERED 2' APART (MIN. 2' PENETRATION) %RX1uSIA'G ROOjER (REF. BEAM TO OR RAF (GUTTER DETAIL ©. DETAILS) iff2 CONTINUOUS AN 1'x2' OB OR WOOD WEDGE 4', 5' OR 7' SUPERGUTTER - TO PLUMB GUTTER WHEN REQUIRED NOTE, ' L) AL ENGINEERING, INC. DOES NOT WARRANTEE OR GUARANTEE, EITHER EXPRESSLY OR IMPLIED, THE STRUCTURAL INTEGRITY OF THE EXISTING STRUCTURE: s 2.) CONTRACTOR SHALL VERIFY STRUCTURAL INTEGRITY OF HOST STRUCTURE. 3.) CALCULATIONS ARE BASED ON THE EXISTING STRUCTURE HAVING A 2' MAXIMUM OVERHANG WITH A MINIMUM OF 2x4 TRUSSES SPA_CED_24'_O C._SPECIAL..ENGINEERING_ XS REQUIRED -IN. ORDER. TO -EXCEED THESE PARAMETERS-- 4.) GUTTER MAY BE REVERSED USING SAME FASTENER PATTERNS. S.J X DENDTES DR➢E70�F INSTALLATIONPROCEDURES.G.) IT IS ACCEPTABLE E A LAG SCREW WITH A WASHER HEAD, BUT iT MUST BE STAINLESS. EPR____. 3871 TAIAIAMI TRAIL, SUITE E �ALUAUNUAA( STRUCTURES 4,STER PLAN -- dGE 85 OF 288 PORT CHARLOTTE FL 33952 FNgNfIRIN INC.IN©COPYRIGHT AL ENGIIIffi�7G, INC-IIITA02 PHONE fi27-49D7 11�6�02 - (941) _EVISED FAX (941) 624-2382 AL ENgNEII21NG INC. FLORIDARDRIDA LICENSE g7441 II FCREEN WALL SEe GUT,�TER T� _ A ASC2 (4) #14x3' LAGS SCREWS V/ 3/4.0 -1STAINLESS STEEL i WASHER R EACH CLIP / STRUCTURAL GUTTER - SEE GUTTY _ DE AILS FASCIA (4) #14x3' LAG SCREWS V/ 3/4� STAINLESS STEEL WASHER 2 EACH CLIP - STRUCTURAL GUTTER- (2) #14x3/4' SMS INTO GUTI (1' MINIMUM SEPARATION) SEE UTTER ` DETAIL FASCIATT (4) 414x3' LAG SCREWS W/ 3/4'0 STAINLESS STEEL WASHER 2 EACH CLIP 3.5'x,100' ALUMINUM ANGLE CLIP Cll 2 EACH BEAM LOCATION STRUCTURAL GUTTER - SEE GUTTER TO _ DETAILS FASCIA (4) #14x3' LAG SCREWS W/ 3/4'0 STAINLESS STEEL WASHER 2 EACH CLIP NOTE, STRUCTURAL GUTTER GUTTER DETAILS SCREEN ROOF ONLY J-a-XJUU' ALUMINUM ANGLE CLIP (1) 2 EACH BEAM LOCATION ga (4) #14x3/4' SMS INTO GUTTER CI' MINIMUM SEPARATION)DETAIL2' SMB (SEE ROOF BEAM SPAN CHARTS) 4) #12x3/4' SMS EACH SIDE #B SMS THRU CHANNEL INTO BEAM MAX 45' 'XI 1/2'x.062' REC. CHANNEL OPTIONAL BEAM CUT r3.5'xlw ALUMINUM ANGLE CLIP (1) 2 EACH BEAM LOCATTnN (4) #14 SMS 2' SMB (SEE ROOF BEAM SPAN CHARTS) -1'x2' OB 2'x2'x.093' ANGLE E��! (2) #12xl 1/2' SMS INTO ❑/B'AND GUTTER ` (4) #10x3/4' SMS INTO BEAM (EACH SI➢E) J (2) #12x3/4' SMS EACH SIDE (3) #8 SMS THRU CHANNEL INTO BEAM AX. 45' 2 1/8'xl 1/2'x.062' REC. CHANNEL OPTIONAL BEAM CUT #14 DETAIL H2' SMB (SEE ROOF BEAM SPAN CHARTS) 2'x2' INTERNALLY FASTENED TO MAX 45' BEAM WITH (2) #Ioxl 1/2, SMS (4) #12x3/4' SMS EACH SIDE F(I' #14x3/4' SMS INTO GUTTER MINIMUM SEPARATION) /Bxl 1/2'x.062' REC. CHANNEL —3.5'x.100' ALUMINUM ANGLE CLIP (1) 2 EACH BEAM LOCATION (A) #14 SMS DETAIL DO 2' SMB (SEE ROOF BEAM SPAN CHARTS) DOOR JAMB INTERNALLY FASTENED TO I BEAM WITH (2) #10x1 1/2, SMS (4) 4t12x3/4' SMS EACH SIDE (4) #14x3/4' SMS INTO GUTTER MAX. 45' 0' MINIMUM SEPARATION) ' 2 1/8'xl 1/2'x.062' RECEIVING CHANNEL 1.) AL ENGINEERING, INC. DOES NOT WARRANTEE OR GUARANTEE, EITHER EXPRESSLY OR IMPLIED, THE STRUCTURAL INTEGRITY OF THE EXISTING STRUCTURE, 2J CONTRACTCIR-SHALL VERIFY STRUCTURAL INTEGRITY OF HOST STRUCTURE, 3.) CALCULATIONS ARE BASED ON THE EXISTING STRUCTURE HAVING A 2' MAX. OVERHANG WITH A MINIMUM OF 2x4 TRUSSES SPACED 24- O.C.. TO EXCEE➢ THESE PARAMETERS SPECIAL ENGINEERING IS REQUIRED. - ----- -- -- - ---- - . BTG 387 TAMIAMI .TRAIL, SUITE E - -- .SLOMINUM STR UCTURdS MASTER PLAN --- PHCNF_- ARL0IIE-4901 5z-._-._._ _ _. d ENCINEERING INC. coPrxlctlr ac sNclx�ttxc INC, za PHONE (941) fi27-4901 FAX: (941) 624-2382 AL ENGINEERING, INC. FLpRI,S�y Pri"�" (4) EXTERIOR CHAIR RAIL CONNECTION DETAIL 0 RECEIVING CHANNEL \ J, (4) #lOx3/4'SMS EXTERIOR CHAIR RAIL CONNECTION DETAIL O CHAIR RAIL -CONNECTIONS -- - 2x PH, SNAP OR SMB CHAIR RAIL #IOx3/4'SMS 2'x 2x PH, SNAP SM3 CHAIR R (4) #lOx3/4'SMS 2x PB, SNAP OR SMB COLUMN INTERIOR FASTENING (4) #10x 1 I/2' SMS INTO SCREW31OSSES EACH SIDE IERIOR 'U' RECEIVING ANNEL W/(4) #10x3/4' SMS 2x SNAP SMB COLT INTERIOR HIDDEN CHAIR RAIL CONNECTION CHAIR CHAIR RAIL DETAIL ® „E AIL - - INTERIOR CHAIR RAIL CONNECTION DETAIL EO INTERIOR FASTENING (4) #IDx 1 1. SMS INTO EACH SI➢EWBOSSES (INTERIOR 'U' V/(4) RECEIVING SMS HI➢DEN CHAIR RAIL CONNECTION DETAIL O NOTE, RECEIVING CHANNEL THICKNESS MUST BE GREATER OR EQUAL TD WALL THICKNESS OF CHAIR RAIL. i 2x2 PB OR 2X3 PB CHAIR RAIL 2'x SMB •2x2 PH OR 2x3 PH CHAIR RAIL .. .. PHONE, .(941) 627-4901 FNONFFRINC; ING © COPYRIGHT AL aNGnvamurG, INC. woe PAGE 52 OF 266 FAX�'641) 624=2382 .VEERING, INC. FLDRIRA LICENSE #7441 REVISED 9/27/02 1E CARRIER BEAM TO FASCIA DETAILS NOTES, FASTENERS SHALL BE PLACED A MINIMUM OF .5' FROM EDGE OF BEAM AND FASTENERS SHALL NOT BE PLACED LESS THAN 3d APART. IF THESE SPACINGS CANNOT BE ACHIEVED, THEN GUSSET PLATES SHALL BE INSTALLED OR AL ENGINEERING, INC, MUST REVIEW AND PROVIDE APPROVAL. EXISTING I• J (2)-13/B'x4' LAGS THRU TIE BEAM RECEIVING CHANNEL AND (TYP) FASCIA (MINIMUM 2' EMBEDMENT INTO RAFTER) .1 TNICINESS .062' RECEIVING RPF(E.R W/(3)-#12x3/4' SMS ASS OR o � a e o a o o a I i d e FeaD O I SOFFIT a IDETAIL AO GUSSET SCHEDULE BEAM TOTAL FASTENERS ' NARK 92E An N qn K. •�• BEAM NOTCHED TO (2)-3/8'x4' LAGS THRU FIT SOFFIT AND RECEIVING CHANNEL AND OVERHANG (TYP) FASCIA (MINIMUM 2' EMBEDMENT INTO RAFTER) 062' RECEIVING CHANNEL Rp,F W/(3)-#12x3/4' SMS USy OR 0 I 0 © © 0 SOFFIT a, . 0 0 0 0 0 0 SEE 0 0 0 0 0 0 0 0 0 _SCHEDULE 0 e' a 16' id 1/8' T ICK GUSSET PLATE 2'x2'x.125- ANGLE EACH) EACH SIDE, EXTERNAL OR SIDE WITH (2)-#12x3/4' SMS 'e INTERNAL(SEE SCHEDULE) 1/4'x2-1/4' CONCRETE ANCHOR EACH SIDE DETAIL H 10 2 x 4 N/A - - KQ 2 x 5 32 EACH 910 SMS 16' 2' 1/8' © 2 x 6 32 EACH #10 SMS 16' 2' 1/8, 0 2 x 7 32 EACH #10 SMS 16' 3' 1/8' Q 2 x 8 40 EACH #10 SMS 20' 4' 1/8' Q 2 x 9 48 EACH #10 SMS 20' 4' 1/8' © 2 x 10 44 EACH #12 SMS 20' 4' 1/8' (2)-3/8'x4' LAGS THRU GUSSET SCHEDULE BEAM NOTCHED TO FIT SOFFIT AND OVERHANG (TYP) 1 i NOTES, IF BEAM IS NOT LOCATED AT A RAFTER, RECEIVING CHANNEL FASLI THAN FASCIA MUST BE FASTENED TO EACH (MINIMUM 2' EMBEDMENT ADJACENT RAFTER WITH (2)-3/8'x4' LAG INTO RAFTER) SCREWS WITH A MINIMUM OF 2' EMBEDMENT .093' RECEIVNG CHANNEL PAR PREDRILL TO AVOID SPLITTING W/(3)-#12x3/4' SMS -wss OR STRUHEISTCTURAL STRUCTUREBILITY OF THE SHALL BE VERIFIED EXISTING BY THE o EX\SANG CONTRACTOR. of CALCULATIONS ARE BASED ON THE EXISTINGO OB ©e O SOFFIT STRUCTURE HAVING A 2.0' OVERHANG AND A a. MINIMUM OF 2x4 TRUSSES SPACED AT 24' D.C, 0 0 0 0 0 0 0 0 0 0 0 TO EXCEED THESE PARAMETERS REQUIRES SPECIAL ENGINEERING, a O O O O O O O O O O O CONCRETE ANCHORS MUST HAVE AN 20 ALLOWABLE WORKING LOAD OF 250 POUNDS — AFTER FACTORING 2' SPACING-AND-3' EDGE - ll"El' THICK GUSSET-PLATEE-EACH—--"-"---' DISTANCE. EACH SI➢E, EXTERNAL OR SIDE WITH (2)-#12x3/4' INTERNAL (SEE SCHEDULE) SJ4S ALL FASTENERS MUST BE INSTALLE➢ PER THE (2)-1/4 x2-1/4' CONCRETE MANUFACTURERS-RECOMMENDATIONS/INSTRUCTIONS, — ANCHGR-EACH SIDE------ --- CBF DETAIL 3871 TAMIAMI TRAIL. SUITE E PORT CHARLOTTE, FL 33952 PHONE (941) 627-4901 FAX (941) 624-2382 e ALUMINUM STRUM ENGINEERNR INC © c AL ENGINEERING, INC. of 266 EDGE BEAM OR CARRIER B Ix2 OB (OPTIONAL) 2x2x.093 ANGLE EA. SI➢E OF BEAM (SEE SCHEDULE) 0 DETAIL O TYP. S,M.B. SIZE VARIES #10x3/4' SMS EACH SI➢E- (SEE ATTACHMENT SCHEDULE) 2x2x.093 ANGLE EACH SIDE OF BEAM (SEE SCHEDULE) 1/4'x2-1/4' LAG SCREWS SMS OR 1/4'x2-1/4' - CONCRETE ANCHORS EACH SIDE OF BEAM MIN. 2' EMBEDMENT (SEE ATTACHMENT SCHEDULE) v b. TO WALL a 1/4' LAG SCREWS OR 1/4' p d CONCRETE ANCHORS WITHIN 6' / EITHER SIDE OF BEAM AND AT 24' O.C. (2' MINIMUM EMBEDMENT) 0 EXISTING CONC, TIE BEAM OR WOOD FRAMED WALL , ANAMMENT SCHEDULE BEAM NASONARY WALL WOOD FRAME WALL NARK BEAN SIZE O SMS EfQi SITE CONCRETE AN EACH SITE 1/4' LAG SCREWS EACH SIDE p 2x4P.B. 3 2 2 Q 2x4SAB 3 2 2 ® 2x55NB 3 2 2 © 2x6SMB 4 3 3 ® 2x7SAB 5 3 3 Q 2x8SUB 6 4 4 OQ 2x991B 6 4 4 ® 2x10 SAB 1 7 4 4 NOTE- 1) CONCRETE ANCHORS MUST HAVE AN ALLOWABLE WORKING LOAD OF 250 POUNDS AFTER FACTORING 2' SPACING AND 3' EDGE DISTANCE. "t—"�2)'ALL FASTENERS-MUST--BE-INSTALLED-PER THE -MANUFACTURERS -RECOMMENDATIONS/INSTRUCTIONS. - -- ---- -- -•- -- 3) NUMBER OF CONCRETE ANCHORS AND LAG SCREWS INCLUDE THE FASTENER THAT CONNECTS THE ix2 I113 TO THE WALL. _ 3671 TANIANI TRAIL. SUITE E --ALUMINUM STRUCTURES MASTER PLAN PORT CHARLOTTE. FL 33952 ENGINEIISN ING © COPYBIGHT AL ENGINMMM. INC. 2OD2 PAGE 63 OF 266 PHONE (941) 627-4901 =. - AL ENGINEERING. INC. FLORIDA LICENSE #7441 REVISED 10/02/02 FAX (941) 624-2362 f� _ 17 CONCRETE FOOTING DETAILS 6'x6'/#lOx#10 WELDED WIRE MESH MR ' #5 ROD (CONTIN 'r 5d v 1. JCOLUMN X .a ISOLATED FOOTING (PIER FO❑TING) DETAIL (FRONT VIEW) N SEE CONTINUOUS FOOTING CHARTS FOR SIZE. REQUIREMENTS. #5 ROD CONTINUOUS (TYP.) CONTINUOUS FOOTING ,T-AIL Ai) SEE ISOLATED FOOTING CHARTS FOR SIZE REQUIREMENTS. TOP = AxC A 3 DEPTH = ISOLATED FO❑TING (PIER FOOTING) DETAIL (IS❑METRIC VIEW) NOTES - FOOTINGS FOR SOLID ROOFS WITH SCREEN OR VINYL ENCLOSED WALLS SHALL BE DESIGNED AS OPEN. FOOTINGS FOR SOLID ROOFS ON GLASS ROOMS OR SOLID WALLS SHALL BE DESIGNED AS ENCLOSED. FOOTINGS UP TO .8 S.F. REQUIRE 1 - #5 ROD CONTINUOUS, FROM .8 S,F. TO 2.0 S.F. REQUIRE 2 - #5 RODS CONTINUOUS, LARGER THAN 2.0 S.F. REQUIRE 3 - #5 RODS CONTINUOUS.SHE -DEPTH _OESHE_F➢OTER _ - ------------- - -- - SHALL -NOT- BE LESS THAN 16', - - ___-_ OEM 3871 TAMIAMI TRAIL SUITE E ALUKINum STRUCTURES j PORT CHARLOTTE FL 33952 d ENONEII9N ING C COPYBIGH2� ALWG.C. PHONE (941) S27-49DI [[[��� FA)L (941) 624-2382 AL ENGINEERING, INC. FLORIDA CEN OF (4) 3/1 CAGE BRACING DETAILS NDTE ROOF & WALL BRACING REQUIRED FOR GABLE, HIP & FLAT. HIP JACKS ON MANSARD CONFIGURATION SERVE AS ROOF BRACING WHEN USED IN CONJUNCTION WITH WALL BRACING. SEE NOTES BELOW _, RESIDENCE ///� EXT, TYPICAL TOP STRAP BRACING PLAN VIEW _ ANGLE t10x1' SMS I NO BRACING IS REQUIRED IF POOL ENCLOSURE IS WITHIN THIS AREA -EXCEPTION FOR J GABLED `{ 571 3 S A. A .w, W UQ; Q w � Z m � Z WALL BRACING., J TOP STRAPS;, 3 minim nimmmia J 3 n w U Q f� WALL BRACING I TOP STRAPS J 11 NU I tS, TYPICAL WALL BRACING DETAIL CORNER CABLES OR RIGID BRACING SHALL BE USED ON ANY WALL NOT SIDE VIEW — OPTION #1 DIRECTLY FASTENED TO THE HOUSE IN ORDER TO RESIST DIAGONAL STRESSES - DUE TO WINDLOAD. THESE CABLES SHALL EXTEND DIAGONALLY FROM EACH CORNER. TENSION SHOULD BE ADJUSTED BY THE USE OF TURNBUCKLES. TURNBUCKLES SHALL HAVE LOCKING DEVICE TO PREVENT LOOSENING. THIS -STAINLESS STEEL -_CABLE SHAL-I--TIE-AT—LEAST-1750POUN➢SLTEST—STRENGTH.--- '- THE BOTTOM OF THE CABLE SHALL BE FASTENED TO THE SLAB WITH THREE 1/4' FASTENINGS OR TWO 5/16' FASTENINGS WITH A 1/8' STRAP. WALL BRACING AND TOP STRAPS SHALL BE REQUIRED FOR ALL GABLE, HIP AND FLAT ROOF CONFIGURATIONS. 871 TAMIAMI TRAIL SUITE E /T1 dLUdlINUX STRUCTURES 3(ASTER PLAN PORT _CHaRLDIIF-F.1_iS9s - - /n.l �-. @IGNB3aN 11JG=©-cnmucs�r=AL ENCD�i>Emc, Drc.-2DozPAGE-_92_JOF=268 PHONE: (941) 627-4901 FAX: (941) 624-23e21, AL ENGINEERING. INC. FLORIDA LICENSE (7441 REVISED 10/8/02 .• 30' ROOF BEAM. SIDE WALL COLUMN FOR SCREEN WALL/SCREEN ROOF NON - LOAD BEARING WALLS CABLE BRACING EXAMPLE . ROOF BEAM SPAN '1 GABLE DETAIL O DETAIL U • CABLE BRACING TO BE INSTALLED FOR EACH 9- (OR FRACTION THEREOF) OF VERTICAL WALL HEIGHT MAXIMUM COLUMN HEIGHT IN DECIMAL FEET SCREEN WALLS - SCREEN ROOF WIND LOADS UP TO 130 MPH,EXPOSURE C DEFLECTION U80 SPM-17 DEFLECTION U180 SPAN -17 SIDE WALL COLUMN CHART FOR USE IN CONJUNCTION WITH 2f W PB PURUN NTE EXAMPLE .mc..q 1 W B I 3#PB 1 2,S PB r B'' 2z4 PB 2z4 SB 4 B 5 EMS WSW 8 M 3'-0" 9.40 11.10 1320 14.W 17.40 19A0 2220 24.00 24.W 24.00 24.00 24.00 4'-0' 0.50' 10.10 12.00 13.00 15.90 17.70 20.30 24.W 24.W 24.W 24.00 24.00 5'-0" 7.90 9.30 11.10 12W 14.80 16.W 19.00 22.30 24.W 24.W 24.00 24.W 6'4T Z40 8.80 10.50 11.30 112.W 1190 15.60 1Z90 21.10 23.80 24.00 24.W 24.W T-0" 7.00 8.30 9.90 1010 13.20 14.80 17.00 20.10 22W 24.00 24.W 24.006.70 7.90 9.50 Fium,12.W 14.10 16.30 19.30 2170 24.00 24.00 24.00 9'-0' 6.40 7.60 9.10 9.90 12.10 13.60 15.80 18.W 20.90 24.W 24.W 24.W INTERPOLATION BETWEEN VALUES IS PERMISSIBLE. VALUES IN DECIMAL FEET. SIDE WALL COLUMN CRART FOR USE IN CONJUNCTION WITH 2c3x 0W PS PURUN s acin PB 3[2 B 4 PB I ax 'S l2diMR I ZX5BMB I MB 2x] SMB 2® B Bsms 3'-0" 9.40 1 11.10 13.20 14.W 16.W 17.40 19.40 2230 24.00 24.W 24.00 24.OD 24.00 4'4T e.W 10.10 12.W 13.W 17.70 20.30 24.00 24.W 24.DO 24.00 24.00 5'4T 7.W 9.30 11.10 12.W i6.W 19.W 22.30 24.W 24.W 24.W 24.W6-T ].40 8.80 10.m 11.30 15.60 17.90 21.10 2180 24.DO 24.00 24.00 T4T 7.W 8.30 9.90 10.70 !Z14.1014 14.80 17.W20.1022W 24.00 24.W 24.W B-0- 6.70 7.90 9.50 10.30 14.10 16.30 19.30 21.70 24.00 24.W 24.00 9'-0" 640 ].60 9.10 990 .. 13.W 15.W IBM W.W 24.W 24.00 24.00 INTERPOLATION BETWEEN VALUES IS PERMISSIBLE. VALUES IN DECIMAL FEET. MULTIPLY THE COLUMN HEIGHTS BY THE FOLLOWING FACTORS TO GETALLOWABLE HEIGHTS FOR DIFFERENT WINDSPEEC WIND SPEED FACTOR 140 0.95 20 1.05 10 110 NOTE' COLUMN HEIGHTMAY NOTBE EXTENDED FROM A VALUELESS THAN 12FEETTO A VALUE GREATER THAN 12 FEET THROUGH THE USE OF A MULTIPLICATION FACTOR DUE TO THE CODE SPECIFIED CHANGE IN DEFLECTION UMITS. SWCT31 3871 TAMIAMI TRAIL. SUITE E ALEWLYUK STRUCTURES AfASTER PdGdN PORT CHARLOTTE, FL 33952 e ENGNEEPoN INC ©CO EHY ` G, C. 266 PHONE (941) 627-490I AL ETIGINEERING INC. F ILA SE �/Zi�k m FAX (941) 624-2382 CI hhhlll Code Compliance Division Review Comments 2300 Virginia Avenue Ft Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1168 _ Page 1 PROPERTY INFORMATION Address: 5115 E ECHO PINES CIR Unit # : City I State I Zip: FPR Parcel #: 1312-801-0200-00012 Zoning: RS-4 APPLICATION INFORMATION Permit Number: 0504-1544 Activity Type: Renovation Permit Type: Pool Enclosure CONTRACTOR INFORMATION Contractor Name: WESLEY MATTHEWS Owner(s): Robert M Okal Nancy A Okal FL 34951 Jurisdiction: St. Lucie County Lot#: 397 Block: Application Type: Building Permit wlo subs Other Activity: Stories: 1 Automatic Sprinkler System? ❑ Business Name: AAA RESCREEN AND ENCLOSURES INC Business Addr: 5875 MINING TERRACE 104 Cart Number: City l State/Zip: JACKSONVILLE, FL 32225 REVIEWS AND COMMENTS Review Type Status Reviewed By Date Started Date Completed Date Released Plans Examiner Review Incomplete Kathy Cicio 05113/2005 1 Comment: ENGINEERING SHEETS THAT WERE SUBMITTED ARE INCOMPLETE -NEED ALL FASTENERS & METHOD OF INSTALLATION PERTAINING TO THIS JOB HIGHLIGHTED ON ALL APPLICABLE SHEETS 2 Comment: NEED 2 AL ENGINEERING DESIGN SHEETS COMPLETELY FILLED OUT FOR THIS JOB Zoning Review Pending 0510612005 / 05 'L ;% TRANSMISSION VERIFICATION REPORT TIME : 05/13/2005 13:05 NAME : ST LUCIE CO FAX : 7724621735 TEL : 7724621735 SER.0 : BROL4JI60710 DATEJIME 05113 13:05 FAX NO./NAME 819042681501 DURATION 00:00:19 PAGE(S) 01 RESULT OK MODE STANDARD ECM 1im-1I-4fUUJ 1ttu uL;a rrl BT'd -IU101 FAX NO. 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