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HomeMy WebLinkAboutSUBMITTED DOCUMENTSOFFICE -USE ONLY: • :DAT4 FILED: ` PLAN REVIEW FEE: RECEIPT NO.: PERMIT NUMBER: CONCURRENCY FEE: RECEIPT NO.: CERT. CAP. NO.: ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED 61ANNED St. Lucie County Building and Zoning By�a ,.6,' 2300 Virginia Avenue St. LUt`.1t? (;Ourb Ft. Pierce, FL 34982-5652 772-462-1553 APPLICATION FOR BUILDING PE FOR ALUMINUM STRUCTURES 1. LOCATIONISITE ADD 2. SID NAME: I / f /// 3. PROPERTY TAX ID N: 4. LEGAL DESCRBPTIO1, 5. a PROJECT INFORMATION 5! I I E 6N?o Pil6 SITE PLAN NAME: extra sheets if PLAT 6. PAGE 7. BLOCK BOOK NO. NO. PARCEL SIZE: ACRES/SQ Fr2Z �T LOT DIMENSIONS _ 1/- zt0.6rX 17S' RgBo t+,D . 10. DESCRIPTION OF CONSTRUCTION PROJECT OR WORK ACTIVITY: C r stzi�� 55t N/t9 11. SETBACKS (ACTUAL) FRONT: M C- BACK: t �= RIGHT: �61 SIDE 12. [ ] NEW CONSTRUCTION EXPANSION/ADDITION 13. TYPE OF STRUCTURE (Check all appropriate boxes) [ ] SCREENROOMS [ ] CARPORT/PATIO ROOF POOL ENCLOSURE [ ] MOBILE HOME ROOF OVER FOUNDATION 'V SLAB ON GRADE [ ] RAISED �W/FOOTER �}SLAB 14. DESCRIPTION OF PROPOSED USE: M �, fin 1-)00/ 8 NOT xlo'lI LEFT: 9 SIDE [ ] GLASS ROOM [ ]' SHED [ ] HANDRAILS/GUARDRAILS v [ ] RAISED WOOD DECK ON FOOTING 15. Sq. Ft./CONSTRUCTION: I , r b 16. VALUE OF CONSTRUCTION: The value of construction is used to determine the amount of permit fees to be assessed. St. Lucie County reserves rile right to question and/or lnodify 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. . LYWORTANT NOTICE: When a permit is ready to be issued and it is not picked up within 60 days after notification it will he voided and returned to you by mail. SLCCDV.Form No::001.02 Rev.5123102dmg OWNER INFORMATION Willi " u l dccc r NAME: r ADDRESS: // / E. �c 'r�'r � �/RT&j / CITY: r -7 e 6TATE: FL ZIP O 1 PHONE (DAYTIME): ( i 4y� V- 07 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: STATE: ZIP PHONE (DAYTIME): (_) CONTRACTOR INFORMATION ST. of FL REG./CERT�#j: ST. LUCIE COUNTY CERT #: 4(W 7 /� BUSINESS NAME: & C -Lt Y� (S QUALIFIERS NAME: (3ti�r)n(f.,n T rah/sehr ADDRESS: ��/57/�q CIA ,ill tM101r V U ert s� �/1� 22 CITY:�Luo-p STATE: FL ZIP C��J PHONE (DAYTIME): El U I -& AX NO. 0 / a b email: -1; r l(Jir lc-y�-r/ CITY: F'W /U,t 41 LrL( STATE: ZIP PHONE (DAYTIME): 2D -) J DESIGN INFORMATION (Contractor has the option to provide site specific engineeringforStructure & Cladding Coinponenu) 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 1 140 140C Component Table 1606.213 Windows 37.7 40.7 47.2 57.1 wing Doors 32.4 38 44 53.2 tiding Glass 32.4 38 1 44 53.2 Structural Components * Table 1606.211 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 122.8126.8 31.1 37.6 ❑ Impact glazing Will be provided Type of Surface attachment: Wood Frame _ Aluminum For enclosed structures only Shutters Type Minimum Design Pressure MPH Product Compliance Report # Method of Attachment 120 30 140 1140 C SBCCI Dade Other Anchor Type Spacing Removable Panels Otber lorida Building Code DESIGN PROCEDURE Exposure Q Wind Zone 30 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: W 2 copies of site plans to scale, with all dimensions of Existing and New structures, and showing front, sides, and rear set backs. . W 2 copies of clean, precise, and scaled plans, on a minimum of 8.5 x 11 and maximum of 11 x 17 sheets. A 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. 1 2 sets of highlighted engineers sheets from appropriate manual for all attachments. L3 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 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 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 l zones set by the county, along with applicable tables 1606. A,1606.2 06.2 , and 1606.21) or chapter 20 of the Florida Building Code. r,...�.�.��. Names (nature Date 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 will I applicable laws regulating construction and zoning. L 6tll OWNER/ ON ACTOR SIGNATURE CONTRA TOR NATURE STATE OF FLORIDA r COUNTY OF S T' /t, e t tL The foregoing insl ment was acknowledged before me this I -aayy of�� , 20Z6-, by MAl;tsc-4mt-'-whois ersona nown to r who has produced as identification. STATE OF FLORIDA ST J L z COUNTY OF The foregoing instiNnent was acknowledged before me this a't -day of 73L r, 20_ by 8 !w S n/1� L.r�✓, wlto is s� onal� e or who has produced as identification. at re of Notary (/ 1- �, ,p rgnamre of Notary /.� U/K.1� ! m_�� L/bmt/ . QLt. �,(�,�, Type or Print Name of Notary`�� Blame P. BueketullejiQf �� k. CkCmllt - Commission 90276 k04 Type or Print Name of Notary "O o Commission4DD276 Commisston No. �,��j oQe Expires: Feb 07, 2005 a BL S t/ ;a = eF l ices: Feb 07, 21 �fi bvti�,`,�` Bonded nal Commission o. _ w.op ,(S v Bonded Thru pmtP Atlantic Bowling C9.,If.Le: i"'Den'• Atlantic Bonding Co., NOTE: TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR TIllS BUILUVC PERMIT AS AN OWNERIBUILDER, THE OWNER MIDST PERSONALLY APPEAR TO SIGN THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THE APPLICATION. r l i I a 1 PILO' �Y I.. F JD )J 7r li �? J19R k7 f• raJi��l.', h'3RM raxi q 1 \r :sq�artr'Y ur"�,iPsfP Il. e'i�hl I 'a i ir3i a �, Ia,lttf, V• ry tt� la lYr l' Vt.,q' \rN7 l r r t;' JIP�"svi tkYt! n]!r'i,.� fl�i`l ..! _t vrr i.a _ s,Enmt, Iv. nm'$>,. 1 dl'• Iu6,wr e i SECTION I.Z TOWNSHIP c.J�S e.J RANGE / V I MAP NO. ZONING �' / `1RIO LAND USE LOT CVG %u Additional Permits Yes no REPORT CODE I l DIMS FEE $ MI I}SCt F1�EE11S41 LgIhFEIW�E!�S Yr ;tlIt - � iIldW�l011lIU !II ��&GIh �I�lP Igl101kl�laTO!�TA� �h 151 REVIEWS ZONING ZONING PLANS MISC. VEGETATION s REVIEWEDBY EXAMING DATE / COMPLETE ` INITIALS ,, I� EDWIN M. FRY, Jr., CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY FILE k 2661995 OR HOOK 2294 PAGE 2603, Recorded 07/07/2005 at 12:45 PM NO CONSTRUCTION MAY BEGIN UNTEL NOTICE OF COMMENCEMENT POSTED ON JOB SIT//EE� �1 7 Permit No. Tax ID No. 1/127J0 J D 202 0DD U NOTICE OF COMMENCEMENT SGANNhU State of BY County Of St. Lucie. Gonna THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida. Statutes, the following information is provided in, this Notice. of Commencement. Legal ,j DP e�Ir•ipt\on\of�proRerty�end,q�reet address, if available Addreee owner f 3zee or= provemenL ' F Fee Simple Title older ( of at .t an owner) Lender Address Persons within the State of Florida designated by owner upon whom notices or other documents mya be served as provided by Section 713.13 (1) (a) 7., Florida -Statutes, Name In addit on to mself, owner designates Lienix:of to tees ve a co Statutes. s Not as ae prow e n Section 713.12 1 py °f t e Statutes. ( ► (b), Florida Expiration date of notice of commencement (the expiration date is one pear from the date of recording unless a differe specified). at date is _ _ THIS SPACE FOR RECORDING STATE OF FLORIDA ST LUCIE COUNTY THIS TO CERTIFYTHATTHIS IS A' TRUE AND CORRECT COPY OF THE ORIGINAL. EDWIN .FR',JR.;CLERK By' eput II ONLY n( %�� V n _ . Code Compliance Division 2300 Virginia Avenue Ft Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1168 Date: 21 June 2005 Job Address: 5111 ECHO PINES DR Received By: mollerc - Paid W the CK Paid By: P & S SEAMLESS GUTTERS INC Building Fee Receipt SCABN�NED St. ucleCounfil Receipt tt: 0000019870 Permit Number. SLC- osos1115 Amount: 525.00 Credit Card Number. - Check Number. 7487 Sign: Paoperty Appraiser - St.Lucie Cqunty, FL Page 1 of 1 William J Addy Record: 1 of 1 Property Identification Site Address: 5111 E ECHO PINES CIR Sec?own/Range: 12 :34S :39E Map ID: 13/13N Zoning: Ownership and Mailing Owner: William J Addy Audrey R Addy Address: PO Box 1573 Vero Beach FL 32961-1573 PROPERTY RECORD CARD uPrev Next» Spec.Assmnt Taxes Exemptions Permits Map 1UCIf C ParcellD: 1312-801-0202-000-6 Account* 4642 y Land Use: SF Res SCANNED ` City/Cnty: ST. LUCIE COUNTY07 Legal Description St. Lucle10oun4v HOLIDAY PINES S/D-PHASE II-B- LOT 399 (MAP 13/13N)(OR 410-1813) Sales Information - - Assessment Final Value Total Land and Building - - Date Price Code Deed Book/Page 2004 Val: 167500 Land Value: 53400 Acres: 0.58 8/1/1983 28500 01 CV 0410 / 1813 Assessed: 140258 Building Value: 114100 4/1/1980 23500 00 CV 0329 / 2259 Ag.Credit: 0 Finished Area: 1862 SgFt 3/1/1980 19400 00 CV 0329 / 1453 Exempt: 25000 Taxable: 115258 TotalTax: 2540.78 BUILDING INFORMATION Exterior Features View: - RoofCover: SA - Asph Shingle RoofStruct: HP - Hip ExtType: HC+ -HC+ YearBlt: 1983 Frame: - Grade: C+ -C+ EffYrBlt: 1983 PrimeWall: BS - CB Stucco S1oryHght: 0010 - i Story No.Units: 1 SecWall: - Interior Features BedRooms: 3 Electric: MX-MAXIMUM PrmintWall: DW- Drywall FullBath: 2 HeatType: FHA - FrcdHotAlr AvgHt/Fl: 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 Qual, Cord. YrBl1. No. Land Use Type Measure ENC2 - POOL ENC-AVG Y 1 1408 AV AV 1983 1 0100-SF Res 255 -Front Ft 128.97 SWAV - RES POOL AVG Y 1 450 AV AV 1983 PA01 - POOL DK-AVG Y 1 940 AV AV 1983 3CCT - 3CCT S 1 1 AV AV 1983 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 194.95 http://www.pasle.org/PRC.asp?prclid=131280102020006 6/21/2005 ' 3 structure f0 an ex foundation the same Isize that #Ing prior to starnt damag® No s=•_other Work will be foot print of the added to.orlglnal --- ,— existing structure, o - w,S•i J SUGKT/ON - , .' �'-`--iP lclt 2441� j f' �,I • MIN. SETBACK REQ. FRONT , :. SIDES ti I CNR SIDE { REAR �. 0 ZNG. , TEOH. Verification of .the adeOUcc`y�ofi the existing foundation is"the } responsibility of the contractor' agr�rt1 '^` I for.replacement of stru6turesPr f2 'Q`0y loF;t due;to-hurr!'4Ano Oat"(104, �•�c..c.ce;- - '7fnrid.V ,. .. L E, CO DATit DRAWN tT Y!✓��iij� kvism 9-12-83 kN' LA i 161, 1A %,JSs )cI s oil � 1;t+�U� P� 0 � N NU i'. a , sa HtU� F��S�® V N lor,, �av V, Li BUIGbjF 1 0001 p�rBVlsI FD �� PWZ- MUST r1S;�1,D 6 ^ R x 3' a T Structure to be placed on existing foundation the same size that was prior to storm damage. No other work will be added to original \ foot print of the existing structure. r �z h 8ra e Verification of the adequacy of the existing foundation is the responsibility of the contractor for replacement of structures larst clue to hurgloond d®mam!. f,umz PLRN MIA EDDY SM E.Eallo PINES Cili, K`;5 SI1Q�L5TRI ES S�lr11L scobc 141 low ENGINEERING. INC. STRUCTURAL ENGINEERING — ALUMINUM DESIGN 25418 E. MARION AVENUE, UNIT #004, PUNTA GORDA, FLORIDA 33950 PHONE: (941) 205-2023 FAX: (941) 205-2024 l`M"II DECEMBER27,2004 w. ucle County Public '0/odw TO: Building Officials and Plans Examiners — RE: ENGINEERING "ALUMINUM STRUCTURES MASTER PLANS" P & S SEAMLESS GUTTERS, INC. K & S INDUSTRIES Master Number: 12772 are clients -of dur firm, and have subscribed to the usage of these plans for one (1) year expiring: 3-16-06 This Engineering is:Mastered in Florida only. Tha `k you, C Maury F.DenneIer;,P.E::,e ,y.z Presldent,'AL Engineeripgjnc. MFD/bar Jti:c`ai Aluminum Structures Master Plan, 2O02' �V `hl 1UZ' <*' /S/ Design Worksheet / Checklisi/Z 6S I�p�a ©4(/*, Screen Wall/Screen RoofEnct`o�j e��/L1� CO Note: h� Note: This Tvorksheet to be submitted Tvith op Do an(p�d gttig�ry1`P'0", J Building Code:- Florida Building Code 2001 L,. Wind Zone: )3�O Exposure category: C. Importancefactoc`. wY`O:7i' u Contractor Information: F AL Client #: 1 L 774 State License #: 8 f% Contractor: K S ---rev o s-rei x-z� Address: 1,517 S. - 1 L/ Hx 0/Q/r d / - a 3, Li — Property Information: Owner: 4317k@ X' 4,Di)� Property Address or Legal Description: l l l Y e{ f o j'/ref-% Cr 12, L Structure Information: _ Overall Dimensions of Structure: Length: ft. Width: -P, ft. Overall Height of Structure:_ 11b.. ft. Wall I-Ieigght: ft. r_ Type of. Structure (i.e. Mansard, Gable, Flat, Dome, etc.): /Ari ZAn 0 t t „ • Roof Beam Span: ft., Spaced % q ft. o.c.; Use: 2 x9 Beam for Roof Beam and Beam for Column/Post/Upright for e ft. Wall Height as T- Per the Table on Page z b6, (Note: If enclosure requires different bears spans and different beam sizes please provide information requested above for these members on an additional sheet and attach for submittal) • Side Wall Columns Spaced 7 `� o.c. supporting a Purlin (Secondary Member) at a Wall Height of VV ft.; Use a 7-ft sh0 Column/Post/Upright in Conjunction with a z 1LZ Purlin as Per the Table on Page S1 . (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 iythere is more than one detail on the page then specify which detail you are using) • Column to Concrete Connection for Front Wall: Page sq Detail A Q • Column to Concrete Connection for Side Wall: Page 5'9 Detail A 3 y ~ • Beam to Column Connection for Front Wall: Page gl Detail y iz o o • Purlin to Column Connection for Side Wall: Page 75'- Detail /J • Beam to Beam Connection for Roof Beams: - Page Detail Q • Roof Beam to Purlin Connection: Page N 9 Detail IJ o `; • Gutter to Fascia Connection: Page 9S Detail A Q = o ? ¢ • Beam to Gutter Connection: Page 89 Detail 13 0 m ; • Chairmil Connection: Page S-a Detail C, • Door Header Conmection Detail: Page Detail .L_ • Carrier Beam to Fascia (when applicable): Page Detail • Roof Beam to Carrier Beam (when applicable): Page Detail • Concrete/Footer Detail: Page a s-O Detail G • Cage Bracing Details: Page Detail I 3871 TAMIAMI TRAIL. SUITE E ALUMINUM. STRUCTURES MASTEB PLAN PORT CHARLOTTE. FL 33052 - 6XItf KE 15 M © COPYRIGHT AL EHGINZIMMG. INC. 2002 PAGE 267 OF 206 PHONE (041) —230201 AL ENGINEERING. INC. FLORIDA LICENSE /7441 FA%:. (B41) 824-2382 1) 1'r-' \ f ZT 30' ROOF BEAM, RIDGED BRACING EXAMPLE SIDE WALL COLUMN FOR SCREEN WALL/SCREEN ROOF NON - LOAD BEARING WALLS ROOF BEAM RIDGED BRACING EXAMPLE ROOF BEAM SPAN 1-- ROOF BEAMSPAN AN - GABLE MANSARD DETAIL OA DETAIL B) 4 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 MP; XPOSURE C DEFLECTION U80 SPAN-l2' DEFLECTION U180 SPAN>12' SIDE WALL COLUMN CHART FOR USE IN CONJUNCTION WITH 2x2x.044 PR P}4RLIN NTE 45- 45E SPACING 2x2OP8 3x2 PB 2x3 PB 2x3 SB Ix4HP8 2x415B 2x4L8MB (K) 3'-0" 9.40 11.10 13.20 14.30 16.60 17.40 19.40 2 B 2'30 SMB 2x85MB 2x95) 2x10 SMB 4'.0- 8.50 10.10 12.00 13.00 15.20 15.90 17.7D .00 24.00 24.00 24A0 5'-0'- 7.90 930 11.10 12.00 14.10 0.3 .00 ft 24.00 24.W 24.00 6'-0' 7.40 800 /050 11.30 iJ.20 44.80 13.90 76.50 15.G0 S.80 .00 24.00 24.00 24.00 9.50 10.30 �T2.00 12.60-T. 24.00 24.00 24.00 24.00 24.00.60 24.00 8-0'].90 9'-0' 6A0 760 910 9.90 11.50 12.10 13.60 15.80 70 24.0024.00 24.00 -24.00 .90 24.00 24.00 INTERPOLATION BETWEEN VALUES IS PERMISSIBLE. VALUES IN DECIMAL FEET. SIDE WALL COLUMN CHART FOR USE IN CONJUNCTION WITH 2x3x.050 PB PURLIN SPACING 2x2 PS 3x2EPB 2xL3 PB 2X3 SB 2x4HPB 2x41SR 8MB 3MB 3'-0' 9,40 11.10 10.10 13.20 12.00 14.30 13.00 16.fi0 15.20 17.40 15.90 b41SMB 19.40 17.70 2x5 SMB 22.30 20.30 L SMB 24.00 24.00 2x7 SMB 24.00 2x8 SMB 24.00 2x9 24.00 2z10 4'-0" 24.00 5'-0' TOO ].90 7.40 ].00 6.70 9.30 6.80 8.30 ].90 11.10 10.50 9.90 12.00 11.30 10.70 74.f0 73.20 12.60 14.80 13.90 13.20 16.50 15.60 14.80 19.00 17.90 1].00 22.30 21.10 20.10 2A.00 24.00 23.60 22.60 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 6'-0' 9.50 10.30 12.00 72.80 14.10 16.30 19.30 21.70 24.00 24.00 24.Op 6.40 7.60 9.10 9.90 INTFFPnI 11.50 Ai�nN 12.10 .molt 13460 . - 15.80 18.60 20.90 24.00 24.00 24.00 VALUES IN DECIMAL FEET. V MULTI Ly,PE COLUMN HEIGHTS BY THE FOLLOWING FACTORS TO GET ALLOWABLE HEIGHTS FOR DIFFERENT WINDSPEEDS �C@>� WIND SPEED FACTOR CS 5 140 0.95 oaQcCt�CN�( 120 1.05 `.\� Q' COPPV CJ07E: COlAo LUMN HEIGHT MAY NOT BE EXTENDED FROM A VALUE LESS THAN 12 FEET TO A VALUE GREATER THAN 12 FEET pNS I �O P�L� Tp �Cj "� fuIROU H THE USE OFA MULTIPLICATION FACTOR DUE TO THE CODE SPECIFIED CHANGE IN DEFLECTION LIMITS. fslUicT.3f,ill P�4App� { � l 7B71-TAMIAMI TRAIL, SUITE E ALUMINUM STRUCTURES MASTER PLAN PORT CHARLOTTE, FL d ENGINEERING INC © COPYRIGHT AL ENCINEE70AG. INC. 2002 952 PHONE (941) 627-4901 01 FAIL' (941) 624-2382 AL ENGINEERING, INC. FLORIDA LICENSE 17441 PAGE 51 OF 280 9 SIGNS I.D. CHAR DESCRIPTION WT/FT AREA WALL t FLGE t ALLOY .r io nrormnrn 1 (A) ]x2IOPEN HACK_ _ __ 0 0,04h _ 063- 6063-T6 0,050 Ix3 OPEN BACK 0.384 9.320 0.050 (C) tD) 3x2 PATIO BEAM 2x2 PATIO BEAM 0681 0,518 0.579 0:441 0.050 0044 0.041 0.050 0.044 O.ObI 6063-T6 6063-T6 Ti063-T6 NAP BEAM 0.542 0.461 T) 2x3 PATIO BEAM 0.681 0.579 0,050 0.050 6063-T6 (�) 20 SNAP BEAM 0.680 0.578 0.045 0.045 6063-T6 2x4 PATIO BERM 0.799 0.679 0.050 0,050 6063-T6 ()) 2x4 SNAP BEAM 0.78E 0,668 0.045 0.045 6063-T6 (tl) (]O 2x4 SMB 2x5 SHB 1.008 1.092 0.857 Oi952 0.044 0:050 0:135 0:135INKGOG3-T6 6063-76 (L) 2x6 SHB 1.342 1.141 0.054 0.135 6063-TG (M) 20 SMB 1.515 1.2B8 0.057 0.135 6063-T6 (N) 2x8 SMB 2.147 1.82E 0.072 0.224 U_ _- 6 6063-T6 1 6063-TG ( } 2x9 SMB Z.-317 I:970 0.092 _ 0.224_ _ 0.389 (P) 2x10 SHE; 3.504 3.028 0.092 (�) 3x2 POST BEAM 0.800 0.690 0.070 0.070 6063-T6 (AU) 3x3 SCALLOPED TUBE 0.596 0.507 .044-.078 .044-.078 6063-TG (AV) 3x3-0.093 TUBE 1.256 1.068 0.093 0.093 I 6063-TG (AW) 3x3-0.125 TUBE L691 1.438 0.125 0.125 I 6063-T6 (AX) 4x4-0.125 TUBE 2.279 1.938 0.125 0.125 6063-T6 (AY) 4x4-0,250 TUBE 4.41 3.75 I 0.250 0.250 6061-TG (AZ) 6xG-0.125 TUBE 3.4E 2.94 0.125 0.125 6063-TG y S 2 � = W O co i O 0 0- u ' 0 CZ 2 W W m cote oQ U J p v p �zz a �C 1_ o z U � ZZ L d W W --1 27 cow u ANGLES DESCRIBED (AA) I 2x2x.125 ANGLE 0.569 0.484 =ais= 0.125 1 6063-TG (AD) 2x2x.093 ANGLE 0.427 0.363 0.093 1 0.093 6063-T6 (AC) Ixlx.062 ANGLE 0.141 O.120 0.062 0.062 6063-T6 (AD) Ix2x.062 ANGLE 0.214 0.182 0.062 0.062 6063-TG (AE) 1x3x.11O ANGLE 0.323 0.275 0.110 0.110 6063-T6 RECEIVING CHANNELS DESCRIBED (CA) 1.5x2,125x.062 0.362 0.308 0.062 0.062 6063-TG (CD) I.Sx3.125x.062 0.438 0.372 0.062 0.062 G063-TG (CC) 1.75x3.23x.110 0.934 0.710 0.110 0.110 6063-TG (CD) 2x4.125x.125 1.157 0.984 0.125 0.125 6063-TG SUPER GUTTERS DESCRIBED (GA 4'EXTRUDED 1.270 1.080 1 0.070 0.070 6063-TG (GD) 4'x5' EXTRUDED KIT-358 1,355 0:075 0:075 6063-T6 (GC) I 4'x7' EXTRUDED 1 2.342 2.012 OADD 0.100 6063-TS NOTE, THESE EXTRUSIONS ARE AN 'OVERVIEW' OF WHAT IS READILY AVAILABLE 4 DOES NOTE �J AEIDR CONSTITUTE A COMPLETE LISTING OF WHAT IS AVAILABLE. 3571 TAMIAMI TRAIL SUITE E ALUMINUM STRUCTURES XAgTER-PLdN rp"�^ �� f 1 PORT CHARLOTTE. R 13952 d SFOD®I0, INC. © Copm_c yr rNo z mlc• MC. 2002 F 1 P.ACL, 36 0 266 PHONE (941 627-4901 1 I t �i FAX: (941) 624-2JB2 AL ENGINEERING, INC. (diIDAI IC11SE'; 441 RS�ISED 9/27�02 CONCRETE ANCHOR ADDRESSING EROSION AND UPLIFT FOR SCREEN WALL/SCREEN ROOF ENCLOSURES. DETAIL (Z) DETAIL QB S5 IRON ROD CONTINUOUS 2500 PSI 2500 PSI (MINIMUM) CONCRETE (MINIMUM) I CONCRETE 2' MIN. BEFORE SLOPE 1) ALLOWABLE ROOF BEAM SPAN OF 20' 2) FLAT SLOPE/ 0 TO 6:1 GENERAL NOTES: 11-ALLOWABLE ROOF BEAM N OF 25' 0��2) MODERATE SLOPE CONCRETE TO 3:1 DETAILOD sl u' (2)-15 IRON ROD CONTINUOUS 2509 PSI (MINIMUM) CONCRETE P 1) ALLOWABLE ROOF BEAM SPAN OF 48' 2) STEEP SLOPE CONCRETE ANCHOR/ 3:1 AND GREATER (GREAT POTENTIAL FOR EROSION) 1. HOMEOWNER MUST BE MADE AWARE OF THE POSSIBILITY OF EROSION AND SHALL BE RESPONSIBLE FOR MAINTENANCE TO FORESTALL FAILURE. 2. THESE SITUATIONS CAN NOT BE USED BEYOND THE COASTAL CONSTRUCTION CONTROL LINE. SITE SPECIFIC ENGINEERING IS REQUIRED SEAWARD OF THE COASTAL CONSTRUCTION CONTROL LINE 3. ALL CONCRETE MUST MEET THE REQUIREMENTS OF CHAPTER 15 OF THE ALUMINUM STRUCTURES MASTER PLAN 2002 EDITION. 4. BASE MATERIAL THICKNESS MUST BE 125% OF CONCRETE FASTENER EMBEDMENT, SO IN CASES WHERE THE EMBEDMENT IS 3.5' THE SLAB MUST BE AT LEAST 4.375- THICK WHERE EMBEDMENT WILL OCCUR. 5.IF THE ROOF BEAM SPAN FALLS WITHIN THE PARAMETERS FOR A SPECIFIC CONCRETE ANCHOR, BUT THE SLOPE DOES NOT, THEN THE LARGER CONCRETE ANCHOR SHALL BE INSTALLED IN ORDER TO MEET THE SLOPE REQUIREMENTS. 3671 TAMIAMI TRAIL, 8117E E dLUNINUY STRUCTURES XASTBR PLAN //��''�� ///``///''''''^^^��� PORT CHARLOTTE, FL 33952 d $p(,'Q C COPYRIC /�' `-' / J ) :..\A PHONE (941) 627-4901 0 RT-AUB?CII7%$IF�f4T, ]NC.`-002 1 PAGE 25O�0F1,268 FAX (941) 624-2302 AL ENGINEERING, INC. FLORIOA LICENSE I%7µ1a, ), _ F;, PURLIN TO COLUMN CONNECTION SCREEN WALL/SCREEN ROOF 2'x2'x.044' SIDEWALL BEAM CAP W/ #10 SMS @ 24' O.C-,�,' 2'x2'x.044' EDGE MEMBER (2) #SDx3' SMS INTO — SCREWBOSSES OF PURLIN 1'x2'x.044' OB W// (2) #IOx3/4' SMS INTO COLUMN #10x1 1/2' SMS 2 24' O.0 AND / WITHIN 6' EA. SIDE OF COLUMN 2'x SMB COLUMN PER I SIDEWALL COLUMN CHART SCREENING ➢ETAIL OA MAx. as• NOTCH COLUMN TO FIT PURLIN ANGLE SEE FASTENER SCHEDULE FASTENERS SCHEDULE COLUMN USED FASTENERS REQUIRED 4 #10 SMS EACH SIDE 2 x 4 PB 3 #12 SMS EACH SIDE 4 #10 SMS EACH SI➢E 2 x 4 SMB 3 #12 SMS EACH SI➢E 5 i110: SMS EACH SID 4 #12 SMS EACH SIDE - IS #10 SMS EACH SIDE 2 x 6 SMB 1 4 #12 SMS EACH SIDQH` OpOSV w00- p�NS PNOA ,� OOPFE�RS141 CS v pR� S��Ep r EERY F yS�kaO `' A`p NOTES, (1) .ILLUSTRATE➢ AS 2'x6' SMB COLUMN (2) MINIMUM O.C. SPACING OF COLUMN TO PURLIN FASTENERS TO BE NO LESS THAN .57' FOR #10 SMS AND .75' USING #12 SMS, MINIMUM EDGE DISTANCE TO BE NO LESS THAN .5' USING EITHER SCREW zxL rccf E' f tl n Ki u V"' JJyI u I 3871 TAMIAMI TRAIL. SUITE E ALUMINUM STRUCTURES A(d'STSR )" PORT CHARLOTTE, FL 33952 d OWEERING W- © COPYRIGHT IENGIliat-MG, INC. 2002 PHONE (941) 627-4901 AUENCINEERINO. INC. FLORIDA LICENSE 07441 PAGE 75 OF 200 FAX: (941) 624-23B2 PURLIN BEAM TO BEAM CONN. DETAILS 10 x 1 1 2' SMS INTO 1 1 2' x 2 1 8' x .062' RECEIVING CHANNEL EW BOSSES - EACH SIDE W (4 - #10 SMS INTO BEAM & (2) - #10 SMS INTO BOTH SIDES OF 2 x 3 P.B. — 2'x3'x.050' PB II SNppSQp�E�Ep0 �PH0yv�I;� ��G��p�Zp'k�OF ' jG� it V2"0"x.050' OO Typ pWSpCR0S0P 10 NpCZ Rp5p©E06y F\EPV1 GAp SMB OR SNAP BEAM 0:c,SP ppV11tN�L p p DETAIL DETAIL BO MINIMUM 1' CENTER —TO —CENTER SCREW SPACING �1 MINIMUM 1/2' EDGE DISTANCE 1 1 2' x 2 1 8x .052 RECEIVING CHANNEL, TYP. (SECONDARY) N12 SMS INTO #10 SMS EAI PURLIN/BEAM PRIMARY BEAM OF SECONDAF (BOTH SIDES) (PURUI O 2 x 4 SMB, SB OR PB 4 3 O 0 10 SMS, TYP. 2 x 5 SMB 4 3 (SECONDARY) 2 x 6 SMB 5 4 PURLIN/BEAM O S <Q 2x7 SMB 6 am 2x8SMB 7 5 2x9SMB 8 6 2 x 10 SMS 8 7 I a � ��TYP SUB PURLIN — ( SECONUAtti MINIMUM 1' CENTER -TO -CENTER SCREW SPACING MINIMUM 1/2' EDGE DISTANCE FOR #12 SMS & 1' EDGE DISTANCE FOR #10 SMS R FASTENERS DETAIL CO NOTE: ILLUSTRATED AS 2x4 SMB SECONDARY PURLIN / BEAM - 910 SMS OR (2) - 11/2X 21 0 DETAIL TYP SMB Un �rvnr o� M i g NOTES: MINIMUM I" CENTER TO CENTER SCREW SPACING, PBC MINIMUM 1/2' CENTER TO CENTER DISTANCE FROM SCREEN TO EDGE OF M! 3B71 TAMIAMI TRAIL, SUITE E ALUXINUX STRUCTURES MAST -ER P�4N PORT CHARLOTTE FL 33952 ® ENF�NEEAMG, INC © COPYRIG}TT Afr'NGRTEERING PHONE (941) 627-4901 AL ENGINEERING, INC. FLORIDA LICEdSE7�7(1411 FAX (941) 624-2362 �� r; Y MA �i 0 BEAM TO BEAM CONNECTION DETAILS SPACING ➢ETWEEN SCREWS SFIALL NUT DE LESS THAN 3d. MINIMUM DISTANCE FROM SCREW TO EDGE OF MEMBER SHALL NOT BE LESS THAN 0.5'. GUSSET THICKNESS MUST DE GREATER OR EQUAL TO WALL THICKNESS OF BEAM. TOTAL P OF OEM FASTENERS TO UISTANCE FASTENER FASTENER DISTANCE SIZE COMPIEfE FROM VERTICAL HORIZONTAL FROM 2x4 P 2a 4110 SMS 7.35' 2.15' 2x4 #10 SMS 7.35'_ 2.15 0.5' 112' 11.4' 0.5' 2x4 SMB 20 - I110 SMS 9,5' 2,5' 0.5' 1,12' 1.14' 0.5' 2x5 SMD 20 - 410 SMS 9.75' 2.5' 0.5' 1.50, 1.14' 0,5' 2x6 SMB 32 - 1110 SMS 11.23, 4" 0.5" 2.0' 1.14' 0.5' 2.7 SMD 32 - IUD SMS 12' _ 5' 0.5' 3' 1.14' 0.5' 2xU smol 36 - 1110 SMS 1 14.75' 6' 0..5' 4' 1..14' 2x9 SMD M1O-i110 SMS 14.75' 5' 4 .5 5 Ilia .44 1.14' ' 10 SCEW% PER SN a -- 2IL DETAIL SHOWN AS 2x9 SMD, OTHER BUMS ARE SIMILAR. TOTAL 6 OF REAM FASTENERS TO DISTANCE FASTENER FASTENER DISTANCE SIZE COMPLETE FROM VERTICAL HORIZONTAL FROM CnwmrmnN .. 1a1 rrc cVArwc connuc 2x4 PB 16 - Ilia SMS 7' 2' 1.5' 0.90, 1.14' 0.5' 2x4 SO 16 - I110 SMS 7' 2' 1.5' 0.90, 1.14, -- 0.5' 2X4 SMD 24 - I110 SMS 0.75' 2' 1.5' 0.90' 1.14' 0.5' 2x5 SMB 24 - RIO SMS 0.75' 3' 1.51 1.90, 1.14' 0.5' 2x6 SMII R4 - 1110 SMS 0J5' 4' 1.5' 2.90, 1.14' 0.5' 20 SMB 20 - 1110 SMS 11' 4' IS' 2.90' 1.14, 0.5' 2xB SMB. 32 - BID SMS 11' 1325' 15.5' 4' 1.5' 2.90, 1.14, 0.5' 2x4 S B' 2x10 SI4ll 3G - {t10 ;.-S hh - 1112 SMS 4` 5' L;J 1.5' 2,9D' 3.90' 1.14' 1.14, 0:5' 0.5' s $ WS -R SPLICE _ OQ(' P�TOTALI \pP� e rJ�4r 2x9 SMB ID p 0 0 _ p`r`� �tP�O`Grc6 P�4pQ P�4 OEti�tq� try t^Qtd I ,D nrn I 3671 TAMIAMI TRAIL, SUITE E PORT CHARLOTTE, FL 339S2 PHONE: (941) 627-4901 FAX (941) 624-2362 A .125' FLAT BAR MAY BE USED INSTEAD OF GUSSET PLATES CALLED OUT WITH AN APPROPRIATE LENGTH A WIDTH TO ACCOMODATE THE REQUIRED SCREWS AND EDGE DISTANCE SPACING DETAIL SHOWN AS 2x9 SMO, OTHER OEAM,S ARE SIMILAR. ALU.TIINU( STRUCTURES 24 ENGINEERING, INC. © GoPymrRT AL ENGINEERING. INC. FLORIOA 1 PAGE 47 OF 266, ::.. 9:g7p , FASTEN GUTTER TO FASCIA DETAILS SCREEN WALL/SCREEN ROOF MIN. 2' PENETRATION WASHERS 2 12' O.C. - 2'- APART (MIN. 2' PEI EXISTING TRUSS pR R"�FTER FASCIA W/ (2) 1114 I.Ab sLKLW MIN. 2' PENETRATION (MAX. 24' WASHERS fl 12' O.C. - STAGGERL 2' APART (MIN. 2' PENETRATION) EA. (4) D14x0/4"<Sffi (REF. BEAM TO GUTTER DETAILS) v pY1O PUY-pROP�CT ONS FK Zp EgUB E ti0 YC pECSOF10Hpj AEOUYEEDE ESSQD�pPF1 GCEPE (;-o- IA x pFly �`7YiYi RU (REF. BEAM TO GUTTER DETAILS) 7' AIL OA DETAIL BO NOTE, 1.) AL ENGINEERING, INC. DOES NOT WARRANTEE OR GUARANTEE, EITHER EXPRESSLY OR IMPLIED, THE STRUCTURAL INTEGRITY OF THE EXISTING STRUCTURE. 2.) CONTRACTOR S14ALL VERIFY STRUCTURAL INTEGRITY OF HOST STRUCTURE. 3) SPACEDA24ONO.C.RSPECIAD ON THE EXISTING ENGINEERING IS REQUIRED UCTURE HAVING A 2' MAXIMUM RED IN ORDER TO EXCEEDTHE OVERHANG H A MINIMUM OF 2x4 TRUSSES PARAMETERS. 4.) GUTTER MAY BE REVERSED USING SAME FASTENER PATTERNS. 5.) OX DENOTES ORDER OF INSTALLATION PROCEDURES.[N SGF �� .r...�\ \\\ 3371 TAMIAIAI TRAIL SUITE E - //qT�1� ALUIIINUE( STRUCTURES M� 'T P,, (( 1� l ] PORT CHARLOTTE. FL J3952 (Y�7 ENGINEEDING INC ©COPYFt�CHT" AI� �� GINCERBI IN 2200�012/ PA. E 5 OF 288 PHONE: (941) 627-4901 AL ENGINEERING, INC. FLOftIOA-1C 5 (<7ti� FAX: (941) 624-2392 I C 0 BEAM TO GUTTER DETAILIS .SCREEN WALL/SCREEN ROOF ONLY SEE GUTTER _ DErAt�S FACCIA� (4) 1114x3' LAG SCREWS W/ 3/4'N STAINLESS STEEL WASHER E EACH CLIP STRUCTURAL GUTTER SEE GUTTER > DFr._TO r� (4) ST'Tly A 'S STEEL W F 2 EACH I CIV ---- (2) (t14x3/4' SM%_ffffp' (1' MINIMUM SEPARATION) SEE GUrrE DErA1Ls 'FASCI j (4) IIl4x3' LAG—. SCREWS W/ 3/4'0 STAINLESS STEEL WASHER 2 EACH CLIP x.100' ALUMINUM ANGLE CLIP 2 EACH BEAM LOCATION STRUCTURAL GUTTER 3.5'x,100' ALUMINUM ANGLE CLIP (1) 2 EACH DEAN LOCATION i"', SMS (4) 1114x3/4' SMS INTO GUTTER (1' MINIMUM SEPARATION) DETAIL O 2' SMD (SEE ROOF BEAM SPAN CHARTS) (4) Ill2x3/4' SMS EACH SIDE ° � (3) IM SMS THIRD CHANNEL INTO BEAM ffe �MAIX..-45• 2 1/0'xL 1/2'x.UG2' REC. CHANNEL / ❑PTIONAL BEAM CUT t4)-1114 SMS � 2' SMD (SEE ROOF REAM SPAN CHARTS) -1•x2• GB DETAIL E 2'x2•x.093' ANGLE (2) f112xl 112' SMS INTO O/D AND GUTTER %— (4) II1Dx3/4' SMS INTO BEAM (EACH SIDE) (2) 1112x3/4' SMS EACH SIDE ° - (3) 110 SMS THRU CFIANN Lti._ AM MAX. 45' 10011111&�9+-iBIQR1-DEAM CUT ) 1114 srs DETAIL 2' SMD (SEE ROOF DEAN SPAN CHARTS) 2'x2' INTERNALI..Y FASTENED TO MAX. 45' BEAM WITH (2) III0x] 1/2' SMS 45 I112x3/4' SMS EACH SIDE —(4) 1114x3/4' SMS INTO GUTTER (l' MINIMUM SEPARATION) 2 1/8'xl 1/2'x.UG2' REC. CHANNEL 3.5'x.100' ALUMINUM ANGLE CLIP (1) 2 EACH BEAM LOCATION w) 1M4 s4s DETAIL DO /(4) EE curr" ER TO SMD (SEE ROOF DEAN SPAN CHARTS) DETAILS FAS�IA� DOOR JAMB INTERNALLY FASTENED TO 1114x3' LAG BEAM WITH (2) ILI0x1 1/2' SMS EWS W/ TEEL3/4'(4) 1112x3/4' SMS EACH SIDEINLESS STEEL ...r MAX. 45' HER 9 EACH - - (4) 1114x3/4' SMS INT❑ GUTTERP — — — — (1' MINIMUM SEPARATION) aps�Q`1>'c 2 1/8'x] 1/2'x.OG2' R PIEy �/dNGCHCaA NOTEi STRUCTURAL GUTTER SEQ c\Nse cPjp E9• 1J AL ENGINEERING, INC. DOES NOT WARRANTEE OR GUARANTEE, EITHER EXPRfStiPysUy2ll'Mf'QLIO) \5PHEAS7CUUCC4UR'ALL5INTEGRITY OF THE EXISTING STRUCTURE. b 2.) CONTRACTOR SHALL VERIFY STRUCTURAL INTEGRITY OF HOST STRUCTURE. (l�pV�FEC'r'�5QC p�` 3.) CALCULATIONS ARE BASED ON THE EXISTING STRUCTURE HAVING A 2' MAX. ❑11t\\' vrq,VNG WIT]I A MINIMUM OF 2.4 TRUSSES SPACED 24' D.C.. TO EXCEED THCSE PARAMETERS SPECIAL ENGINEERING IS REQUIRED. DTG _ ri 3871 TAMIAMI TRAIL, SUITE E //�7�I� ALUMINUM STRUCTURES MASTER PLAN PORT (941)TTE, FL 01 !"Iti NEEDING I'f © COPYRIGHT AL ENGINDF•RG PHONE (0M11) -23a2 01 FAX: (94Q 624-23D2 AL ENGINEERING, INC. FLORIDA LICENSES ( I , 288 IC CAGE BRACING DETAILS CONT'D i ( #10 3-1/2' SMS THRU x2' PERIMETER INTO — — ' EREV BOSSES 1'x4.5'x.125' 6063-TG ALUMINUM PLATE FASTENED W/ (4) #lOx3/4' SMS 2'x2' EDGE MEMBER *NOTE- ONE #10x2' SMS TO BE INSTALLED THRU THE BOTTOM OF THE HIP JACK AND PENETRATE THE 2'x2' EDGE MEMBER. HIP JACK BRACING TOP VIEW - OPTION #1 2'x2' EDGE MEMBER O NOTE - ROOF 6 WALL BRACING REQUIRED FOR GABLE, HIP 6 FLAT. HIP JACKS OF MANSARD CONFIGURATION SERVE AS ROOF BRACING WHEN USED IN CONJUNCTION WITH WALL BRACING, SEE NOTES BELOW. (4) #10 3-1/2' SMS THRU 2'x2' PERIMETER INTO SCREW BOSSES 2'x6'x.062' 6063-TG ALUMINUM PLATE FASTENED W/ (9) #10x3/4' SMS 2'x2' EDGE MEMBER z xz NS ANC COPAEG(\O�NPi HOLLOW h/ ZP�ESU ECa 1 o N\p REQ�\P �SSSgSP40.�1,�1G�.t',1-GG� NIP JACK BRACING DETAIL COM41. TOP VIEW - OPTION #2 NOTE, CONNECTION OF THE HIP JACK TO THE ROOF BEAM AND ROOF PURLIN IS SIMILAR WITH THE EXCEPTION THAT THE ROOF PURLIN MAY BE CONNECTED TO THE ROOF BEAM INTERNALLY OR THRU THE USE OF A RECEIVING CHANNEL IN ACCORDANCE WITH PAGE 49 6 50 OF 266. CDDCON'T-IA 3871 TAMIAMI TRAIL, SUITE E ALUAFfNUM STRUCTURES MASTER PLAN PORT CHAALGTTE, FL 33952 d INQNIFFEN INC COPYRIGHT AL ENGMEERI 1G, INC.2002 ` \ � PHONE (9n1) 627-4901 0' O GE 9 A OF 25 FAX (941) 624-2392 AL ENQNEFRINC, INC. FLORIDA UCEN6E p�4j` ^P�) BEAM TO COLUMN CONNECTIONS Ix2 OB INTERNAL SCREWED TO 2x2 W/ 2 #10 1 1/2 SMS WITHIN 6' EITHER SIDE OF BEAM AND E 24' O.C. rs M-H (2) #30 x 1' SMS INTO SCREW BOSSES F EDGE MEMBER BEAM CHARTS) x2 PB 3x2 OB SEE FASTENER ---moo O SCHEDULE BELOW O O OVERLAP BEAM 2x2 SCREWED INTO COLUMN W/ (2) #10 x 3' SMS O NOTCH POST FOR Ix2 OB #10 x 1 1/2' SMS B 6' O.C. EITHER SIDE OF BEAM AND 2 24' O.C. lx2 OB INTERNAL SCREWED TO 2x2 W/ (2)#10 1-1/2' SMS WITHIN 6' EITHER SIDE OF BEAM AND 24' O.C. 2' x SMB (SEE ROOF BEAMin 2x2 PB (SEE ROOF BEAMBCHARTS) aB R A SEE SEE FASTENER FASTENER SCHEDULE BELOWSCHEDULEo GUSSET PLATE MIN. THICKNESS EQUAL TO BEAM _ DETAIL 0 1�0 0- C @p O tr, Q � a II 2x3 PB, 3x2 PB B 2x4 PB ONLY OVERLAP BEAM DETAIL TOTAL f OF DISTANCE FASTENER FASTENERS ro FASTENER DISTANCE POST COMPLETE FROM VERTICAL HORIZONTAL FROM SIZE CONNECTION OVERLAP SPACING SPACING EDGE 2x3 PB 16 = #10 SMS 0.5' 1' 1' 0.5' _ 3x2 PB 16 - #10 SMS 0.5' 1' 1' 0.5' x5 SMA 26 - #10 SM8 0:5' Na m 1' 0;9' 2x6 SMB 28 - #10 SMS- 0.5' 1' 1.5' 0.5• 2x7 SMB 30 - #10 SMS 0.5' 1' 1.5' 0.5' 2xH SMB 3 5' 1 1.5' 0.5' 2x9 SMH4-#0SS0.5' 1' 3' 0.5' 2x10 SMB 1 40 - #10 SMS 0.5' 1' 3' 0.5' 2x2 SCREWED INTO COLUMN W/ #10 x 3' SMS 2x3 PB, 3x2 PB &-2x4 PB ONLY Q` .';` ■ GUSSET PLATE MUST BE USED IN CONJUNCTION WITH (IB)-#10 SMS FOR A 2x4 PB,SB, v�OR SMB FOR ALL SCENARIOS. NOTES, Ix2 OB AND 2x2 PB CAN BE ROTATED ON ALL CONNECTIONS DETAILS. EXAMPLE. USING DETAILCB� WITH THE TOP 2x2 AND lx2 POSITIONED UPRIGHT AS SHOWN IN DETAIL OA IS OK, USE FASTENERS SCHEDULE OF GUSSET PLATE AS IN➢ICATED. 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 BCCPCC BE INSTALLED OR AL ENGINEERING, INC, MUST REVIEW AND PROVI➢E APPROVAL. 3871 TAMIAMI TRAIL. SUITE E ALUAUNUAf STRUCTURES ALISTER PLAN PORT CHARLOTTE, FL 33952 t! HNONEHOD INL © COPYRIGHT AL HNGINEQIING. INC. 2002]rP,,AGE,, I/ PHONE (941) 627-4901 AL ENGINEERING, INC. FLORIDA LICENSE #p441 (1 (� 91 OF FAX: (941) 024-2392 1 ' 1 \, 1 9 ��/ I POST/COLUMN TO CONCRETE DETAILS 2'x2'x.125' ANGLE EACH SIDE OF COLUMN WITH N12x3/4' SMS SPACED A MINIMUM OF I' O.C. (SEE SECONDARY ANGLE SCHEDL DETAIL U G7 3/8' POWERS WEDGE BOLT CONCR p d ANCHOR THRU ANGLE INTO CONC , d AT AN EMBEDMENT OF 3,5' MINI �Nµ p 4 (SEE SECONDARY ANGLE SCHEDGIE), 2 �I FROM ■ NOTEi DETAIL ILLUSTRATES Tyh.,ICAL " 2'x4' SMB COLUMN CONZICTION SIDE VIEW 2'x4' SB, 2'x4' SMB OR 2'x5' SMB COLUMN ;�EN 2'x2'x.125' ANGLE EACH SIDE (2)-B12x3/4' SMS EACH SIDE —(MIN..1' O.C. SPACING) 3/B' POWERS WEDGE BOLT CONC. ANCHOR MR'tttttJJJJJ�����GLE 6, 1'x2' DB INTO CONCRETE EACH SIDE :MIN, :S MENP —1'x2' 0H ASE PLATE (TYPJ ■ NOTES DETAIL ILLUSTRATiE TYPICAL SB, 2'x4' SMB OR 2'x5' ME COLUMN 2'x4' SMB COLUMN CONNECTION �2'x4' (2>-912x3/4' (MIN. 1' D.C. SMS11PACH SPAT SIDE G) SCREEN I 2'x2'x,125' AN� 3/8' POWERS ��,.,,EE➢GE BULT CONC. ANCHOR I THRU ANGLE ,8�1'x2. OH INTO CONCRETE \ i / EACH 1BE 4 ? EMBEDMENT) 0/1) BASE PLATEN(TYP.) 25BG P.S.I. CONCRETE —i� WN 4 - ' d .p W �U ^�, ;`AN, NCH EMBE➢MEN a pPPPEtt�s��p( SPACING_��MAX. MAX' c��Ay� �.1`I MAX ISPACING c _MAX 24' O/C 6' 6' ��_ PLX 2)4 FR❑NT VIEW j���Ugoc�yF\SP���\G6���o� NOTEi ➢ETAIL ILLUSTRATES TYPICAL 2'x4' SMB CONNECTION. PRIMARY �ypQ�Y• V)��� CONCRETE DECK EDGE 2'x2'x.125' ANGLE �A' ���\��� , SECONDARY ANGLE SCHEDULE a . VQ .�. m 1'x2' OB BASE PLATE (TYP.) 3/8' POWERS WEDGE BOLT CONCRETE iv = ANCHOR AT 3.5' MINIMUM EMBEDMENT COLUMN TOTAL TOTAL SIZE CONCRETE P120/4' ANCHORS SMS SMB OR 2'x 4.1a x 2 3 B O O SECONDARY 2'x2'x.125' ANGLE (SEE SECONDARY ANGLE SCHEDULE) 912 SNS TYP. (SPACED E 1' O.C. MINIMUM) NOTES- (1) ALL 1/4' CONCRETE ANCHORS TO BE POWERS POWER -BOLTS tt12x3/4' SMS (OR EQUIVALENT) 2'x4' SE, 2'x4' SMB 24' D.C. FOR SMB (2) CONNECTION IS GOOD FOR 3,475 PDUNDS OF UPLIFT. OR 2'x5' SHE COLUMN SPECIAL ENGINEERING IS REQUIRED TO EXCEED 3,475 POUNDS, T ❑ P VIEW (3) CONNECTION IS BASED ON 3' MINIMUM EDGE DISTANCE PCCD1 AND 2' SPACING OF FASTENERS. 3871 TAMIAMI TRAIL, SUITE E r� ALUMINUM STRUCTURES MASTFR PLAN PORT CHARLOTTE, FL 33952 d PHONE (941) 627-4901 MINI®aD INC ©'COPYRTCIi'1' AL 1sTICTNBERRRIG, INC. 200,2] 1+i FAX' (941) 824-2302 AL FRGTNFI7BNG, INC. FLORIDA LICENSE /7441_ n V P� 5D..OF..2flfl� 2x2x.062 RECEIVING CHANNEL (4) 14 CHAIR RAIL CONNECTIONS 2x PB, SNAP OR SMB COLUMN PB, SNAP OR INTERIOR FAST' B COLUMN (4) Kox 1 0"2) 2x PB, SNAP OR INTO SCRE��J/B0 / SMB CHAIR RATI_� EACH SIDEf EXTERIOR CHAIR RAIL CONNECTION DETAIL AO EXTERIOR CHAIR RAIL CONNECTION DETAIL © . CRCO 3671 TAMIAMI TRAIL, SUITE E PORT CHARLOTTE, FL 33952 PHONE, (941) 627-4901 FAX. (941) 624-2392 BIOx3/4'SMS 2'x SNI HAIR SMS 1.5'x2.125'%.062' INTERIOR 'URECEIVI 2x2 PB CHANNEL V/(4) k10x3/4 CHAIR RAIL INTERIOR HIDDEN CHAIR RAIL CHAIR RAIL CONNECTION CONNECTION DETAIL ® DETAIL 2'x SMB INTO EACH INTERI25''U' � T� � ' \2x2 PB OR INTERIOR 'U' 11�—�l}4—I�LI 2x2 PBNNEL CHAIR RAIL RECEIVING CHA V/(4) 4110x3/4' SMS _ INTERIOR HIDDEN . CHAIR RAIL CHAIR RAIL CONNECTION CONNECTION DETAIL OD DETAIL EO ORK p�y�'�OnO�g ON SEF�Ng �10 �N� 00 E� ONSZNPI 1� �`RE r'FS`�,pVN��4�cb�00a�9 FEQp etCo�Q y vtr�� ia� F �, _ � � f1 ?a!t✓' QRUH STRUCTURES MASTER P.G1V '"� � _ �'TZ © COPYRIGHT ill. II4CIK G"INC. 2002 4GINEERING, INC. FLORIDA LICENSE`117441�� �i� - PACE 52 OF 266