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HomeMy WebLinkAboutSUBMITTED PAPPERS' OFFICE'USE ONLY: DATE FILED: C '� PLAN REVIEW FEE: RECEIPT NO.: �C PERMIT NUMBER: CONCURRENCY FEE: : RECEIPT NO.: CERT. CAP. NO.: ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED St. Lucie County Building and Zoning 2300 Virginia Avenue - Ft. Pierce, FL 34982-5652 772-462-1553 APPLICATION FOR BUILDING PERMIT FOR ALUMINUM STRUCTURES 1. LOCATION/S�IIT/E� AD�Iy�I 2. SID NAME: �l 3. PROPERTY TAX ID #: 4. LEGAL DESCRIPTION PROJECT INFORMATION SITE PLAN NAME: extra sheets if necessary): FL I tr L� SCANNED BY St. Lucie Countv 5. PLAT BOOK 6. PAGE 7. BLOCK NO. NO. 8. LOT NO. 427 V 9. PARCEL SIZE: Q ACRES/SQ F IRIA1.5� -OT DIMENSIONS // O.3 t X !SS• 04 tx 173- 01 x ZZW 0 10. DESCRIPTION OFCONSTRUCTION PROJEI�CTTORWORK ACTIVITY: JQZ1iJ1� ZbtXJi1 JC� t 120N-eriolnw l J)JR ro Sjok,»t Z;["r/ 41t I1. SETBACKS (ACTUAL) FRONT: L BACK: r� I RIGHT: t LEFT: /] �I 6 SIDE SIDE 9� 12. [ ] NEW CONSTRUCTION EXPANSION/ADDITION 13. TYPE OF STRUCTURE (Check all appropriate boxes) [ ] SCREENROOMS [ ] CARPORT/PATIO ROOF [I GLASS ROOM [ ] SHED V POOL ENCLOSURE [ ] MOBILE HOME ROOF OVER [ ] HANDRAILS/GUARDRAE S FOUNDATION IV SLAB ON GRADE [ ] RAISED � SLAB W/FOOTER [/�] J RAISED WOOD DECK ON FOOTING 14. DESCRIPTION OF PROPOSED USE: t-jaji u ! OOOI 0-1D3 rf 15. Sq. FUCONSTRUCTION: I z` 16. VALUE OF CONSTRUCTION: $ ¢5i779 The value of construction is used to detennine the amount of permit fees to be assessed. St. Lucie County rescrVes the right to question and/or mollify 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. i RORTANT NOTICE: 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. 5123102 dmg OWNER INFORMATIOF ' `� Nam: DCty yy�J 1 tQ� ., , J - f�L�:t hy 4 ADDRESS: 11._500 ttey QQd- b .^� CITY: K+. VI STATE: P'L ZIP PHONE (DAYTIME): W-7 — 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 #: BUSINESS NAME: K QUALIFIERSNAME: 1 _ ADDRESS: 15-7Q 111111rlrA PHONE (DAYTIME): ARCHIT/ENGINFER: ST. LUCIE COUNTY CERT #: —I bA7y STATE: P-L SAX NO.9jq-1P91 D email: CITY: YL" rL A G1 V f I AL�L/^I��1� STATE: t—L ZIP PHONE (DAYTIME): 9 �1J6 202� DESIGN INFORMATION (Contractor has the option to provide site specific engineeringjor 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 1606.2B Windows 37.7 40.7 47.2 57.1 wing Doors 32.4 38 44 53.2 tiding Glass 32.4 38 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 1 63.0 73.8 89.3 all Table 1606.2A 2z.8 26.8 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 1140CI SBCCI I Dade Other Anchor Type Spacing emovable Panels Other Property Appraiser - St.Lucie f'- aunty, FL Page I of 1 PROPERTY RECORD CARD David A Lehoullier Record: 1 of 1 "Prev Next» Spec.Assmnt Taxes Exemptions Permits Map Property Identification �pCIE p �r/y Site Address: 4500 REDWOOD DR ParcellD: 1313-502-0004-000-3 ��'�� 10 Secrrown/Range: 13 :34S :39E Account* 4889 h Map ID: 13/13N Land Use: SF Res ' Zoning: City/Cnty: ST. LUCIE COUNTY '•,�a,.;-°� Ownership and Mailing Legal Description Owner: David A Lehoullier Sandra L Lehoullier HOLIDAY PINES S/D-PHASE III- LOT427 (MAP 13/12S) (OR 1359-2928) Address: 4500 Redwood Dr Fort Pierce FL 34951-3353 Sales Information Assessment Final Value Total Land and Building Date Price Code Deed Book/Page 2004 Val: 166100 Land Value: 52800 Acres: 0.56 1/30/2001 140000 00 WD 135912928 Assessed: 147347 Building Value: 113300 7/2/1998 100 01 OC 119810525 Ag.Credit: 0 Finished Area: 1962 SgFt 12/10/1996 135000 00 WD 105011830 Exempt: 25000 1/22/1991 160000 00 WD 072812046 Taxable: 122347 2/1/1983 26900 01 CV 039411395 TotalTax: 2697.02 3/1/1982 0 01 CV 0375/1623 BUILDING INFORMATION Exterior Features View: RoofCover: SA -Asph Shingle RoofStruct: HP - Hip ExtType: HC - HC YearBlt: 1984 Frame: - Grade: C-C EffYrBlt 1984 PrimeWall: BS - CB Stucco StoryHght: 0010-1 Story No.Units: 1 SecWaII: - Interior Features BedRooms: 2 Electric: MX-MAXIMUM PrmintWall: DW-Drywall FullBalh: 2 HeatType: FHA - FrcdHotAir AvgHVFI: STD 1/28ath: 1 HeatFuel: ELEC- Electric Prm.Flors: CU- Carpet %A/C: 100 %Heated: 100 %Sprinkled: 0 Special Features and Yard Items Land Information Type Y/S Oly. Units Qua]. Cord. YrBit, No. Land Use Type Measure SWAV - RES POOL AVG Y 1 312 AV AV 1986 1 0100-SF Res GFI -Front Ft 128.4 PA01 - POOL DK-AVG Y 1 650 AV AV 1986 ENC2 - POOL ENC-AVG Y 1 962 AV AV 1986 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 190.6 http://www.pasle.org/PRC.asp?prelid=131350200040003 6/21/2005 'Florida Building Code DESIGN PROCEDURE Exposure Q Wind Zone _jL6 - 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: 0 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. 1A 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. M Side View, column location and distance between, beam sizes & length, girt locations, and all dimensions. M 2 sets of highlighted engineers sheets from appropriate manual for all attachments. La 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 zones set by the county, along with applicable tables 1606.2A,1606.2B,1606.2 , and 1606.21) or chapter 20 of the Florida Building Code. /� / i 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 ith all plicable laws regulating construction and zoning. OWNERI NT CTOR SIGNATURE CONTRA TOR GNATURE STATE OF FLORIDA _. COUNTY OF 61, 0 ti6/z The foregoing inspinent was acknowledged before me thisi— day of Ju--0-, 2009-by "73-- m'"Lscl,n,eerwho is rsonall own to me r who has produced as identification. STATE OF FLORIDA COUNTY OF 37-- kit, ix - The foregoing instrument was acknowledged befo e me thisDT9ay ofJ 2006 b S-1laehn+gwho is pe onall own to M--C--Jllr who has produced as identification. �-�-P l-��-•tom•-�- �,t,,,,.�P. n�,x�..,.,,,�„_ . afore of Notary Si�atmc of Notary Tcx'o. , P• 3wcK- r JA're'.,,t P. 6LL(' Pn) t!L Type or Print Name of Notaryry �� � . °�.= Jerome P. Buckemne er Type or Print Name of Notary��CrPsn.'.P, 6, Iilmel:allekCllfl #q0 7 71o�icb-f Commission#DD276484 *fOfJ a 72v48 =c•� °' Commission#DD2'! Commission No. eal 'o- Expires; Feb 07, 2008 Commission No. `J Seapires: Feb 07, ��i��ocrwi.`� Bonded 17vu �i�!� �. p��n Bonded Tlaa Co NOTE: TWO (2) SIGNATURES ARf 1ffl&I kWtE�IdyII�AftRE MUST BE NOTARIZED. IF APPLYING FOR THIS BUILING1P�RMIT AS AN O WNERFRUHAER, THE OWNER MUST PERSONALLY APPEAR TO SIGN THIS APPLICATION IN THE OFFICE LISPED ON THE FRONT OF THE APPLICATION. f. I � � i I V.�P � J'), '+q �•`YS ! .GPIi I " p'1� 1 IJ�i� V fi. Al - T I l 1 J - L,. 1 F� Tt%. L � ✓y:. SF. 1 1 M �q A k (r, i ��".Y�n1�'� v,�,._, k.. ,3�a...�a5 rtcr'S4' i.�,hli:::� '�Y�l�h j�l��f,��. 4i`71�. e'�BIE".r.Y���R�t`ia'�6�r��ol pT9ntll't�ll�� $ ��a"I�IrI♦M.r�.?l� 71sai�r. w� i.tido ..l SECTION 13 TOWNSHIP �` `l RANGE r- V MAP NO. «I� ZONING � LAND USERtl LOT CVG % Additional Pere Yes no REPORT CODE BIMS FEE $ MISC FEES $ TOTAL FEES $ 0q.>�n AX REVIEWS ZONING ZONING PLANS MISC. VEGETATION REVIEWED BY EXAMING DATE / COMPLETE Q INITIALS Q� v--n EDWIN M. FRY, Jr., CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY FILE k 2656860 OR BOOK 2287 PAGE 1106, Recorded 06/29/2005 at 02:43 PM NO CONSTRUCTION MAY BEGIN UNTIL NOTICE OP COMMENCEMENT POSTED ON JOB SITE Permit No. Tax ID No. NOTICE OF COMMENCEMENT State Of F10 'C[ . County Of THE UNDHRSIGNED hereby gives -notice that improvement will be to pertain real property, and in accordance with Chapter Florida. Statutes, the following information is provided in Notice of Commencement. and street address, if available Addreee Owner's Fee S m1 Adress Contrao9 Address Surety Address - Amount o: Lender Address- w _ QT ca ~ 00 �> EU 7FHU a� o ULUU „ w -JOza G Jto U� �, Persona within the State of Florida designated by Owner upon who notices or other documents mya be served as provided by Seotio 713.13 (1) (a) 7., Florida-Statutees n Name In addit on to h mself, owner as gnates of Lien or s Not ce -as rov dad to race ve a copy of the Statute,. P n Seotion 713.12 (i) (b), Florida oneiryearon data of from the datese Of of recording commencement unleethe expiration date is specified), different data is THIS SPACE FOR RECORDING ONLY COUNTY OF ,'j Lea... The foregoing inatrument y�8a f ay ole d b defore me this ag�� day of9gge BOOS , h �nv,a ti S.e..da,. La 41 . ' y personall known to ' who is ��� YD # me or who has as identiTlC/-tru-rk 6 o pto c d (goal) SIGNATURE p py :%!4. !er?ecP.Buckenm zxt-� P tb ;iiuU[7684TYPL OR PRINT NAME 'N:'+'b?NAU:uylitcuaradvnidiTnshCu a,lnyc,F _ O aNOOF OTARY;',Tel, 07, 2008—�R CO0 TITL$ MMISSION NUMB$$ } K z Sz«co Building Code Compliance Division Fee Receipt 2300 Virginia Avenue Ft. Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1168 Date: 21 June 2005 Job Address: 4500 REDWOOD DR Received By: mollere Paid With: CK Paid By: P & S SEAMLESS GUTTERS INC Sign: Receipt#: 0000019869 Permit Number. SLC-0. 1114 Amount: 525.00 Credit Card Number. Check Number. 7487 % � ƒ \ - , c $ � " %$\�-. •% ©°«$o \0 0 �® g%btea /. \ � � � � F.NF,INFFRINC, 25418 E. MARION AVENUE, UNIT #004, PUNTA GORDA, FLORIDA 33950 PHONE: (941) 205-2023 FAX: (941) 205-2024 DECEM13ER 27, 2004 TO: Building Officials and Plans Examiners pl. Lut-le CounTY PutSl4� v`� RE: ENGINEERING "ALUMINUM STRUCTURES MASTER PLANS" P & S SEAMLESS GUTTERS, INC. K & S INDUSTRIES Master Number: 12772 are clients.ofourfirm, and have subscribed to the usage of these plans for one (1) year expiring: 3-16-06 This Engineering is;Mastcred in Florida only. An Maury F. DenneTer, P:E:` .i Lj Y President; AL Engineeringz3nc. MFD/bar L� Building Wind Zo Aluminum Structures Master Plan, 2002 Editi`di t"I'ioa� ,"'°`�l''e(;T/ Design Worksheet /Checklist I,-�,�7f, jl��rd� � CTs//�/C+� ��Fj. Screen Wall/Screen Roof Enclosure;,.t " ^ 1t� ,!ryM 10AF8A�® Up C Note: This worbheet to be submitted with appropriate Plan andtlevation tew (jTl D� L ,t 0 A/ 4 tyt�s ca /11�f Contractor Information: r~ AL Client #: I Z772. 'State License #: � q g �7 — Contractor: a S TUaS7�Olrt? Address: — Property Information: Owner: 1bAVIA i SA-k-tP + LadeaLltri Property Address or Legal Description: t-/_50D 1?gDTJO0I1 0-0• Structure Information: I t _ Overall Dimensions of Structure: Length: 37 ft. Width: (' ft. Overall Height of Structure: //' ft. Wall Height: �' ft. r Type of. Structure (i.e. Mansard, Gable, Flat, Dome, etc:): tAIIA QSA fZD 1 T • Roof Beam Span: ft., Spaced C ft. o.c.; Use: 1-x7 Beam for Roof Beam and Z 1<S Beam for Column/Post/Upright for `d ft. Wall Height as • T- Per the Table on Page 9 8 . (Note: If enclosure requires different beam spans and different beam L sizes please provide information requested above for these members on an additional sheet and attach for submittal) • Side Wall Columns Spaced S �V o.c. supporting a 2, ,*L Purlin (Secondary Member) at a Wall Height of ` ft.; Use a 7-Y-1 Column/Post/Upright in Conjunction with a Purlin as Per the Table on Page S/ . (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 specifv the pare and if there is more than one detail on the page then specify which detail you are usinr) • Column to Concrete Connection for Front Wall: Page sg Detail A • Column to Concrete Connection for Side Wall: Page S 4 Detail A —� • Beam to Column Connection for Front Wall: Page $ 1 Detail A • Purlin to Column Connection for Side Wall: Page `7t Detail A T'' c i • Beam to Beam Connection for Roof Beams: Page 4,7 Detail S Z • Roof Beam to Purlin Connection: Page Li,Detail ,oc w •Gutter to Fascia Connection: Page SS' Detail p • Beam to Gutter Connection: Page Qjg Detail Yi ia • Chairrail Connection: Page Sd Detail G • Door Header Connection Detail: Page Detail 4 • Carrier Beam to Fascia (when applicable): Page Detail W• Roof Beam to Carrier Beam (when applicable): Page Detail z • Concrete/Footer Detail: Page a so Detail r a • Cage Bracing Details: Page Q3 A Detail 1 F .. .. TRAIL, SUITEE ALUA!lNUNSTRUCTURES A(ASTER PLANHARLOTTE, R. 33952 d SNGMMG INC © COPYRIGHT�I. EHMKOENG, INC. 2002� pA \267- K\2o 13 627-4901 pL (•11dNEQiINC, INC. FLORIOA LLICEN'ISE' 441{f-41) 624-2382 '' II ' ff 1 11 INS I Y,ESE PLCN' SAND ALL PROPOSED VJORK ARE SUSjJECT TO ANY CORRECTIONS REQUIRED BYPIELD INSPECTORS THAT OF06h ' E,=, NFCFCSc,'M IN ORDER TO � C 'p1}""I TPI ALL APPLIC,48LE CODES, MAXIMUM ROOF BEAM SPANS IN DECIMAL FEET SCREEN ROOF - SCREEN WALLS UP TO 130 MPH WIND SPEED, EXPOSURE C DEFLECTION U80 <----------- COLUMN USED -------> EXAMPLE: POOL ENCLOSURE 8 'WALL a (J) (K) (L) (M) (N) (0) (P) (AR) (AS) (AZ) ROOF (F) (G) (H) 2x4 (I) 2z4 2x4 2x5 2x6 2x7 2xB 2x9 DBL DBL DBL BEAM SPACING 213 2x3 SB SMB S tiB SMB SMB SMB SMB SMB SMB 2x7 2x8 w 2x9 USED PB 14.40 SB 14.60 PB 14.90 15.10 15.30 5?6 15.80 16.00 16.10 16.10 16.20 x x x 13.30 13.50 13.80 13.90 14.20 T` 14.70 14.80 14.90 15.00 15.00 x x x 2x4 U-0" 12.50 12.70 13.00 13.10 13.30 1: 6 13.80 13.90 14.00 14.10 14.10 z x x PB T-0" 1 11.80 12.00 12.30 12.40 12.60 2?8: 13.10 13.20 13.30 13.20 13J0 z x x 8'-0" 11.30 11.40 .11.70 11.80 12.OD 13 12.50 12.60 12.50 12.40 12.30 x z x 9'-0.. 10.80 11.00 11.20 11.30 11.50 11!8 12.00 12.00 11.80 11.70 , N.50 z z x 4'-0" 16.60 16.80 17.20 17.40 17.70 18TO21 18.40 18.60 18.80 18.90 19.OD x z x P) 5'-0" 15.40 15.60 15.90 16.10 16.40 16V011 17.10 17.20 17.40 17.50 17.60 x x z 2x4 14.50 14.60 F mi lR%7nlI 16,00 16.20 16.40 16.50 16.60 x x z SMB .6'-O" 7'-0" 13.70 13.90 14.20 14.3D .14.60 1 .9J' 15.20 15.40 15.60 15.60 15.70 x x x 8'-0" 13.10 13.20 13.50 13.7D 13.90 1 S20 14.50 14.70 14.90 15.00 14.10 x x x 9'-0" 12.60 12.70 13.00 13.10 13.40 170, 13.90 14.10 14.30 14.40 14.50 x z x 4'-0" 19.00 19.20 19.70 19.80 20.20 2 )70' 21AO 21.40 21.70 21.80 21.90 x x x (K)17.80 18.20 18AU 18.70. 1 t201 19.60 19.80 20.10 20.20 20.40 x x x 2X5 6'-0" 16.60 16.70 17.10 17.20 17.60 1 ?OD 18.40 18.70 18.90 19.00 19.20 x x x SMB 7'-0" 15.70 15.90 16.20 16.40 16.70 1 i10 17.50 17.70 18.00 18.10 16.20 x x x 8'-0" 15.00 15.20 15.50 15.60 15.90 1 .36 16.70 16.90 17.20 17.30 17.40 x x x 9'-0" 14.40 14.60 14.90 15.00 15.30 1 -50. 16.00 16.20 16.50 16.60 16.40 x x x 4'-0'- - 22.40 22.60 23.00 23.20 23.60 24 2D 24.80 25.20 25.60 25.80 26.00 x x x (L) 5'-0" 1 20.80 20.90 21.30 21.50 21.90 22 4D' 23.00 23.30 •23.80 23.90 24.20 x x x 2X6 6'-0" 19.SD 19.70 20.00 20.20 ' 20.50 21.0, 21.60 21.90 22.40 '22.50 22.80 x x x SMB T-0" 18.50 18.70 19.00 19.10 19.50 19 'D. 20.50 2080. 21.20 21.40 21.60 x x x 8'-0" 17.70 17.90 18.20 18.30 18.60 19 0'D 19.60 19.90 20.30 20.40 20.70 x x x 9'-0" 17.00 17.20 17.40 17.SO 17.90 18 3D 18.80 19.10 19.50 19.60 19.70 x x z 4'-0" 26.20 25.30 25.801 26.00 26.40 2 .00. 27.80 28.20 28.80 29.00 29.40 x x x (M) 5'-0. 23,4D , -,0 23:9o-. .:.. 2 '. 9, 25.70 26.20 26.80 27.00 27.30 x x x -.n0' E22?00, _2�i1''D�d2!5D'1�2'�7G0' :3.G 24.20 24.60 25.20 25.40 25.70 x x x 2x7 7'-D" 2C9 ` i6fi 1.5D - 23.00 23.40 23.90 24.10 24.40 x x x SMB �21�.'S 2.30 8'-0" 2D.00 20.10 20.40 20.50 20.8 21.30 21.90 22.30 22.90 23.00 23.40 x x x 9'-0.. 19.20 19.30 19.60 19.701 20.0D 20.50 21.00 21.40 22.00 22.10 22.20 x x x 4'-0" 1 30.301 30.401 30.80 31.00 31.40 32.10 33.00 33.70 34.50 34.90 35.40 x x x (N) 5'-0" 1 28.201 28.301 28.70 28.80 29.2D 29.80 30.60 31.20 32.10 32.40 32.90 x x x 2x8 6'-0" 26.52 26.70 27.00 27.1D 27.50 28.00 28.8D 29.40 30.20 30:50 31.00 z x x SMB. T-0" 25.20 25.30 25.60 25.80 26.10 26:60 27.30 27.90 28.70 29.00 29.50 x x x 8'-D" 24.10 24.30 24.50 24.60 24.?0 25.40 26.10 26.7D 27.40 27.70 28.20 x x x 9'-0" I 23.20 I 23.30 1 23.601 23.701 24.001 24.401 25.10 25.60 26:30 I 26.60 27.10 x x x f ' Zt • Sa 3871 POR PH01 FAX ZT 30' ROOF BEAM, RIDGED BRACING EXAMPLE SIDE WALL COLUMN FOR SCREEN WALL/SCREEN NON - LOAD BEARING WALLS CABLE BRACING EXAMPLE , ROOF BEAM ROOF T UJ� MAXIMUMNTE COWMN72' zi �a HEIGHT_JI__� RIDGED BRACINJimoN(AEXAMPLE4n'i UEDGE(�) ROOF BEAM SPAN GABLE ROOF REAM SPAN DETAIL O MANSARD DETAIL 8@ SPACING 3_®0• 4_-D. 5'-0" T-0' 8'-0• 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 U60 SPAN-12' DEFLECTION 11180 SPAN >12'�*''.+ SIDE WALL COLUMN CHART FOR USE IN CONJUNCTION WITH 2x2x.044 Ph PHRLIN NTEE\45. (D) 2x2 PB 8.50 8.50 7.90 6..70 0 6.40 (E) 3x2 Ph 10.10 9.30 9.30 78.30 .9 0 7.60 (F) 213 PB 13.20 IIA 11.10 9.90 9.50 9.10 10 (G) 2x3 SB 14.30 13.00 12.00 (H) 2x4 PB 76.fi0 M.20 14,10 ' Qa (N 2x4 SB 17.40 14.60 14.60 W) 2x4 SMB 19.40 1].70 16.50 (K) 2 MB 3.30 Imp 19 (L) 2x6 SMB 24.00 24.00 22.30 21.10 20.10 19.30 18.fi0 AA) SMB 24.00 24.00 24.00 23.80 22.60 21.70 20.90 2xe SMB 24.00 24.00 24.00 24.00 24.00 24.00 24.00 2x9 SMB 24.D0 24.00 24.00 24.00 24.00 2M1.00 24.00 2x10 SMB 24.00 2A.00 2M1.00 24.00 24.00 24.00 24.00 f0]0 10.30 9.90 12.80- 12.00 71.50 10.20 12.60 12.10 14.80 1d.10 13.60 17.00 16.J0 15.80 IN I tHPULATION BETWEEN VALUES IS PERMISSIBLE. VALUES IN DECIMAL FEET. SIDE WALL COLUMN CHART FOR USE IN CONJUNCTION WITH 2x3x osn Pn Pm, ,u SPACING 2x2 PB 3x2 PB 2x3 PB 20 SB 2x41PB 11.10 12.00 14.30 16.60 2xAD5B 2x4(SMB 2x5 SMB ix6 SMB 2x7 5MB 2x8 SMB 2x9 SMB 2x10 SMB 4'-0' 8.50 12.10 13.00 15.20 17.40 15.90 19.40 77.70 22.30 24.00 24.00 24.00 24.OD 24.00 5'-0' 7.90 9.30 10.50 12.00 14.10 14.80 18.50 20.30 19.00 24.00 24.00 24.00 24.00 24.00 6r4r'41• 7.40 8.80 8.30 11.30 13.20 13.90 15.60 17.90 22.30 21.f0 24.00 24.00 24.00 24.00 7.00 9.90 9.90 f0.]0 12.60 13.20 14.80 17.00 23.80 24.00 24,00 24.00 8--w 6'-0' 6.40 7.90 7.60 9.50 10.J0 12.00 12.60 16.10 16.30 20.f0 19.30 2i.60 24.00 24.00 24.00 9'-0' B.AO 7.60 9.10 9.90 11.50 12.10 136 _ 15.80 21.70 24.00 24.00 24A0 INTERPOLATION BETWEEN VALIIFS is Pr=Pnuceio� I6.60 20.90 24.00 24.00 24.00 VALUES IN DECIMAL FEET. MULTIPLY THE COLUMN HEIGHTS DY THE FOLLOWING FACTORS TO GET ALLOWABLE HEIGHTS FOR DIFFERENT WINDSPEEDS WIND SPEED FACTOR 140 0.95 ��\,)Q1��` 120 1.05 110 1.10 NV I. COLUMN HEIGHT MAY NOT BE EXTENDED FROM A VALUE LESS THAN 12 FEET TO A VALUE GREATER THAN 12 FEET C o1�0 E USE OF MULTIPLICATION FACTOR DUE TO THE CODE SPECIFIED CHANGE IN DEFLECTION LIMITS. `GFST� \� / 0 l f """ ` ALUMINUM STRUCTURES MASTER PLAN U1952 d @KdNEERIH6 INC ©COPYRIGHT AL 7SNCINL+II2ffiC, INC. 2002 AL ENGINEERING, INC. FLORIDA LICENSE (F7441 PAGE 51 OF 266 CARRIER BEAMS IN DECIMAL FEET SCREEN ROOF -SCREEN WALLS UP TO 130 MPH WIND SPEED, EXPOSURE C DEFLECTION U80 SPAW=12' DEFLECTION L1180 SPAN >12' SPAN OF CARRIER BEAM COLUMN SHALL BE SIZED FOR THE HEIGHT AND SHALL BE GREATER -I HAN UK MUV/ L .I I ....-• MULTIPLY THE ALLOWABLE SPANS BY THE FOLLOWING FACTORS TO GET ALLOWABLE SPANS FOR DIFFERENT WINDSPEEDS WIND SPEED FACTOR 140 0.95 PLAN VIEW CBDL4-1 THESE PLANS AND ALL PROPOSC•D \NORK ARE SUBJECT -10 ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT BE N"CESSARY IN COeJFLYVIITHi ,LLAVPL10h-W-T a (A) CARRIER BAEAM (B) ROOF BEAM (C) ROOF BEAM (D) PURLIN LOADING DISTANCE= B + C SPAN OF CARRIER BEAM = LENGTH OF A EXAMPLE, ¢ TO ➢ETERMINE THE CORRECT SIZE FOR THE CARRIER E BEAM AT A HEIGHT OF 15' OR LESS, ESTABLISH THE w TOTAL LOADING DISTANCE (10•+20'=30.0') AND THE SPAN <°I OF THE CARRIER BEAM (30.0') AND THEN FIND (10.6') UNDER THE 2x4 SMB AS THE SIZE. THEREFORE, A 2X4 SMB CARRIER BEAM WILL WORK IN THIS INSTANCE. 3871 TAMIAMI TRAIL SUITE E ALUMINUM ST19 UCTURCS MAJ I AA-r/ PORT CHARLOTTE, FL 33952 d EM E MMG I11C © COPYRIGHT AL ENGUMIR➢IG, INC. 2002 PAGE 118 OF 260 PHONE (941) 527-4901 r1l AL ENGINEERING, INC. FLORIDA LICENSE #7441• FAX (941) 624-2382 _ Q 0 co OUT. 0 �O V noel, om ti V cc4 � U oeo Ic lO � l{, G J Jz) o ,y 27 �= ; 1J 127 QQ -;TC EXTRUSIONS I.D. CHART )RK DESCRIPTION I WT/FT I AREA I WALL t I FLGE t I ALLOY STRUCTURAL ITEMS DESCRIBED (A) 1x2 OPEN ACK 0.276. 0.i30;044 0044 063- 6(B) Ix3 OPEN BACK 0.384 0.32050 - 0. -06 - (C) 3x2 PATIO BEAM 11 1 0.57950 6063-T62x2 PATiO HEAM x 041 0.041 6063- (F) 2x3 PATIO BEAM 0681 0.57950 0.050 60B3-T6 (G) 2x3 SNAP BEAM 0.680 1 0.578 0.045 0.045 6063-TG (H) 2x4 PATIO BEAM 79 0.050 0.050 6063-T6 Q) 2x4. SNAP BEAM 6E 0.045 0.045 6D63-T6 (�) B57 52 0A44 0.090 0.135 013- 6063- 60.- T6(L) 2x6 SN0 03.5043.02B .141 0,054 0.135 6063-T6 2x:. S BB 0057 62xB 82E 0.072 0.224 6063-T6cm2x9 SMB 970 . 0.072 0.224 6063-T6(P) 2x10 SMB .02E 0.092 0.389 6063-TG (0) 3x2 POST BEAM 0.800 0.680 0.070 0.070 6062-TG (A(I) 3x3 SCALLOPED TUBE 0.59E 0.507 .044-.078 .044-.078 6063-T6 (AV) 3x3-0.093 TUBE 1.256 LOGO 0.093 0.093 6063-TG (AV) 3x3-0.125 TUBE L691 1.438 0.125 0.125 6063-T6 ' (AX) 4x4-0.125 TUBE 2.279 I.93B 0.125 0.125 6063-TG (AY) 4x4-0.250 TUBE 4.41 3.75 0.250 0.250 6061-TG (AZ) 6xG-0.125 TUBE 3.4E 1 2.94 0.125 0.125 6063-T6 ANGLES DESCRIBED (AA) 2x2x.125 ANGLE 0.569 0.484 0.125 0.125 1 6063-T6 (AD) 2x2x.093 ANGLE 0.427 0.363 9.093 9.093 6063-T6 ° (AC) lxlx.062-ANGLE 0.141 0.120 0.062 0.062 6063-T6 (AD) lx2x.062 ANGLE 0.214 0.182 0.062 0.062 6063-TG (AE) 1x3x,110 ANGLE 0.323 0,F75 0.110 0.110 6063-TG KECEIVING CHANNELS DESCRIBED (CA) 1,5x2.125x.062 0.362 I 0.308 I 0.062 I 0.062 6063-T6 (CB) 1.5x3.125x.062 0.438 0.372 0.062 0.062 6063-T6 (CC) 1.75x3.23x.110 0.1334 0.710 1 0.110 0.110 6063-T6 (CD) 2x4.125x.I25 1.157 0.984 1 0.125 0.125 6063-TG SUPER GUTTFRS TIFwwwD (GA) 4'x4' EXTRUDED IRE 1.080 0.070 0,0713 0.075 6063-TG 60 3 'C6 (PN) 4'x5' 5XTRUTIED Iml.358 1:155 0.07 (GC) 4'xT E%TRUOED" 3- 2.012 0.100 _ _ 0.100 6063- NOTE, THESE EXTRUSIONS ARE AN 'OVERVIEW [IF VHAT IS READILY AVAILABLE 6 DOES NOT AE70R CONSTITUTE A COMPLETE LISTING OF WHAT IS AVAILABLE. 3871 TA IAMI TRAIL MITE E ALUMINUM STRUCTURES MASTER PLAN PORT CHARLOTTE FL 33952 d INGII iQ INC ,IrB1 c0Pc0r AL EwcmmuNc, INC. 20UZ PACE 30 OF 206 PHONE (941) 01 AL ENQNEERINO,INC. FLORIDA LICENSE FAX: (941) ez4-23UZ 4-zJa2 � p441 REVISED 8/27/0£ PURLIN TO COLUMN CONNECTION SCREEN WALL/SCREEN ROOF 2'x2'x.044' SI➢EVALL BEAM CAP W/ #10 SMS E 24' O.C-\" 2'x2'x.044' EDGE MEMBER (2) #lOx3' SMS INTI L SCREWBOSSES OF PIIR N l'x2'x.044' A,B�LIW�/ / #10x1 1/2' SMS P 2 ' b,C AN➢ / WITHIN 6' EA, SIDE COLUMN 2'x SMH CO MN PER SIDEWALL C LIMN CHART SCREENING N, ® TCH COLUMN TO FIT PURLIN ANGLE x. SEE FASTENER SCHEDULE DETAIL 0 FASTENERS SCHEDULE COLUMN USED FASTENERS REQUIRED 2 x 4 PB 4 #10 SMS EACH SIDE 3 #12 SMS EACH SI➢E 2 x 4 SMB 4 #10 SMS EACH SIDE 3 #12 SMS EACH SIDE: 410 SMQ. 2 x5S 6 #10 SMS EACH SIDE 2 x 6 SMB 4 #12 SMS EACH SIDE S pND p`�PRDPQSED\NORK THESE PIAN C (ZO ANC COPRCTOROTspt pgEG\35a , C1E�D 1NSPE gip'N µP. NOTES- (1) ILLUSTRATED AS 2'x6' SMB COLUMN �,n1d1PLY (2) MINIMUM O.C. SPACING OF COLUMN TO PURLIN FASTENERS TO D'ol'k LESS THAN .57' FOR #30 SMS AND .75' USING #12 SMS, MINIMUM EDGE DISTANCE TO BE NO LESS THAN .5' USING EITHER SCREW otC "fo lk07�11s: /x t Al;3 zxz PCCI 3871 TAAIIAMI TRAIL SUITE E ALUMINUM STRUCTURES MASTEli IPLAN,"rr..�'� PORT CHARLDTIE FL 33052 d BWEEFING INC COPYRIGHT ENCIN@ERIN6. )NC. 2002 PHONE (941) -238201 ALlENGINEERING,©C. FLORIDA LICENSE PAGE 75 OF 280 FAX: (041) 824-2382 g7447 Is MINIMUM 1' CENTER MINIMUM 1/2' EDGE BEAM TO BEAM CONN 1 1/2' x 2 1/e' x .062' RECEIVING CHANNEL W/ (4) — #10 SMS INTO BEAM & (2) — #10� SMS INTO BOTH SIDES OF 2 x 3 P.B. fz —� 0 n 0 '(HESE PLANS ANO AUUPROPOSED Wu' ,. ARESUi3JECT 10 At�Y CORRcC1101�5 F1ELD 1N51'EOTORS 1HA II� REQUIRED CF WEARY 1'>I ORDE�TO��t�]. DETAILF� TER SCREW SPACING MINIMUM 1' CENTER -TO -CENTER SCREW SPACING MINIMUM 1/2' EDGE DISTANCE FOR #12 SMS & 1' EDGE DISTANCE FOR #10 SMS 0 1 1/2 x 2 1/8 x ETAILS DETAIL SMS INTO ARY BEAM H SIDES CVO SMS EACH SIDE tlF SE (PURLIN�/BEAM 4 3 4 3 5 4 6 S 7 5 8 6 8 7 DETAIL IATED AS 2x4 SM0 SECONDARY / BEAM + I DETAIL OD TYP SMB OR SNAP BEAM NOTES: MINIMUM 1' CENTER TO CENTER SCREW SPACING. PEC MINIMUM 1/2' CENTER TO CENTER DISTANCE FROM SCREEN TO EDGE OF ML 3871 TAMIAMI TRAIL SUITE E ALUMINUM STRUCTURES MASTER PLAN PORT CHARLOTTE FL 33952 d Q7GINEHIING, LNG © COPYRIGHT AL ENGINEERING, INC. . PHONE (941) 627-4901 AL ENGINEERING, I[RCti)I ID, UCENS_E1 P7441 FAX (941) 624-2382 r r� I ` - #10 SMS OR (2) - #8 SMS EACH SIDE OF PURLIN 1 o F� T .off T o9� r 9 o �PJs�Ps�;C' ��.751 OF 288 BEAM TO BEAM CONNECTION DETAILS SPACING UETWEEN SCREWS SHALL NOT DE LESS THAN 3d. MINIMUM DISTANCE FROM SCREW TO EDGE OF MEMBER SHALL NOT BE LESS THAN 0.5'. GUSSET THICKNESS MUST 11C GREATER OR EQUAL TO WALL THICKNESS OF BEAM. TOTAL ® OF ELAM FASTENERS TO DISTANCE FASTENER FASTENER DISTANCE SIZE COMPLETE mOM VERTICAL HORIZONTAL FROM rnvvr-cnnu 2xh PD 20 - 1110 SMS 7.35' 2.I5' 0.5' 1.12' 1.14' COLS' 2x4 SD 24 - O10 SMS 7.35', 2.15' 0.5' 1.12' S.l•1' 0.5' 2x4 SKID 20 - 1110 SMS 9a" 2.5' 0.5' Ll2' L14' 0.5' 2x5 SMD 20 - O10 SMS 9.75' 2.5' 0.5' 1.30, 1.14' 0.5' 2xG SMD;32 2 - It10 SMS 11.25' 4' 0.5' 2.0' 1.14' 0.5' 2x7 SMU - Ol0 SMS )2' 5' 0.5' 3' 1.14' 0.5' 2x0 SMDG - Ilia SMS ]4J5" ' Oa' 4" 111,4 ' 0.5' 2x9 SM11 40- 1110 SMS L4J5'LIJ:0.5' 4' I' 0.5' 2xI0 SM11 44 - 1110 SMS 1765'0,5' ti' 1.14' 1' 10 SCEWS PER SPLICE 2x9 SMD i i \ 2x9 SMU r' DETP I - DETAIL SHOWN AS 2x9 SMO, OTHER REAMS ARE SIMILAR. TOTAL 9 OF OGVA FASTENERS TO DISTANCE FASTENER FASTENER DISTANCE FR NT SIZE COMPLETE nmm,inki_ FROM VERTICAL HORIZOAL OM 2x4 I'll 16 - I110 SMS 7' 2' 1.5' 0.90, 1.14' 0.5' 2x4 ,S'U LG - 1110 SMS 7" 2" 1.5' O. JO' 1,14' 0.5' 2x4 SKI] -- 24 - NIB SMS 0.75' 2' 1.5' 0,90' 1,14' 0,5' 2x5 SHE 24 - 010 SMS 0.75' 3" 1.5' 1.90' 1.14' 0.5' 2xG SM11 24 - 1110 SMS 0.75' 4' 1.5' 2.90, 1.14' 0.5' x7 , MD 2x0 SMD 2iT - ik.10 SMS' 32 - IIIO SMS 11' 4` .:n' 2:90' IA•ti' 0.5' 0.5' -11' _ 4' 1.5' 2.90' _ 1.14' 2x9 SMU 3G - Ii10 SMS 13,25' 4' 1.5' 2.90' 1.14' 0.5' 2x10 51413 44 - II12 SMS 15.5' 5' 1.5' 3.90, 1.14' 0.5' 9 SCEWS PER SPLICE (3G TOTAL) pP�p�S� ONS O PPE URE�6yF?yp�V� 7�G;:�:.,b DTD1 3071 TAMIAMI TRAIL, SUITE E PORT CHARLOTTE. FL 33952 PHONE: (941) 627-4901 FAX (941) 624-2302 n000 000 - B - x9 DETAIL O A .lc':i' FLAT BAR MAY DE 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 2x0 SMD, OTHER OCAMS ARE SIMILAR. AMVINUM STRUCTURES II ENGINEERING, INC. © coPYlac u AL ENGINEERING, INC, FLORIDA PACE 47 0I' 206 RAFTER MIN. 2 GUTTER TO FASCIA DETAILS SCREEN WALL/SCREEN ROOF (MAX. 24' U.C.) WASHERS 2 12' O.C. - STAGGERE 2' APART (MIN. 2' PENETRATION) escr "vac T!� OR FASCIA W/ (2) 1114, LAG SCREWS W/ MIN. 2' PENETRATION (MAX. 24' O.C.) W/ WASHERS 2 12' O.C. - STAGGERE 2' APART (MIN. 2' PENETRATION) CREF. BEAM y GUTTER. ' :AILS) 7 POSSDWORK TP,ESE PI-ANS AND AI- CORRECTIONS ARE SUBJECT TO ANY REQUIRED BY �IEIQ 11ISGS DER TNAT TO grIAY EE'yECcSor: I I"lD�O' P I Iw• >• COt"I?U 1 ,1111 ALL I:} l 1. (REF. BEAM TO GUTTER DETAILS) 5' OR 7' DETAIL OA DETAIL NOTE, 1,) AL ENGINEERING, INC. DOES NOT WARRANTEE OR GUARANTEE, EITHER EXPRESSLY OR IMPLIE➢, THE STRUCTURAL INTEGRITY OF THE EXISTING STRUCTURE. 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 SPACED 24' O.C.. SPECIAL ENGINEERING IS REQUIRED IN ORDER TO EXCEED THESE PARAMETERS. 4.) GUTTER MAY BE REVERSED USING SAME FASTENER PATTERNS. 5,) DENOTES ORDER OF INSTALLATION PROCEDURES. SCF .ram t { Y+» FI 3871 TAMIAMI TRAIL SUITE E ALUMrl;UN STRUCI PORT CHARLOTTE. FL 33952 ENGINEERING, ING © C PHONE: (941) 627-49O1 AL ENGINEERING, INC. FAX: (941) 624-2382 c'tp8' to BEAM TO SCREEN WALL SEE GUTTER DETAICO FACCIA� (M1) R14x3' LAG SCREWS W/ 3/4'N STAINLESS STEEL WASHER E EACH CLIP STRUCTURAL GUTTER SEE GUTTER �.� _ DETAILS gSCIA (4) 1114x3' LAG SCREWS W/ 3/ STAINLESS WASHER CH CLIP / J IRU�. URAL GUTTER —1 (2) IN4x3/4' 7SI I GUTTE C1' MINIMUM SEPARA flt;F SEE GUTTER DETAILS FA S (4) II14x3' LAG -- SCREWS W/ 3/4'm STAINLESS STEEL WASHER E EACH CLIP 3.5'x.100' ALUMINUM ANGLE CLIP (1) E EACH BEAM LOCATION STRUCTURAL GUTTER — /(4) UTTERDETAILSSCI6—T 1114x3' LAGEWS W/ 3/4.0 INLESS STEEL HER E EACH P NOTEI STRUCTURAL GUTTER GUTTER DETAILS SCREEN ROOF ONLY ab'x.100' ALUMINUM ANGLE CLIP CU 2 EACH REAM LOCATION (4) 1114 SMS (4) 4114x3/4' SMS INTO GUTTER (1' MINIMUM SEPARATION) DETAIL (� 2' SM➢ (SEE ROOF ➢CAM SPAN CHARTS) (1) Itl2x3/4' SMS EACH SIDE ° <3) IM SMS THRU CHANNEL INTO BEAM 4MAX'5' 2 1/0'xl 1/2'x.U62' REC. CHANNEL OPTIONAL BEAM CUT- ) 1114 SMS I'x2. OB 2 (4) 1114 2' SMD (SEE ROOF" BEAM —2'x2'x.093' ANGLE L (2) 412x1 1/2' SMS INTO O/U AND GUTTER —(M1) I110x3/4' SMS INTO ➢CAM (EACH SIDE) —(2) 1112x3/4' SMS EACH SIDE (3) I111 SMS THRU CHANNEL INTO BEAM ,41V 45' DETAIL 2' SMD (SEE ROOF BEAM SPAN CHARTS) 2'x2' INTERNALLY FASTENED TO MAX. 45' BEAM WITH C2) IllOxl 1/2, SMS (4) 1112x3/4' SMS EACH SIDE �—(4) lll4x3/4' SMS INTO GUTT ' MINIMUM.SEPARAT;oINIEPLAF�SANDALLPROPOSEDWORK 10'xl 1/2'x.062' RE .RgHANC¢ECT TO ANY CORRECTIONS —3.5'x.100' ALUMINUM ANGLE CLfin_OUIRED BY FIELD INSPECTORS THAT (1) E EACH BEAM LOCATION MAY SE tdECESSARY IN OFIDER TO /—(4) 4111 S nr Y 1nr) II A;: �LIC.;a': LI:E AIL / C,,,,;pLr,,,(I,Y DETAIL DO 2' SMD (SEE ROOF BEAM SPAN CHARTS) j-' DOUR JAMB INTERNALLY FASTENED TO J DEAM WITH (2) IllOxl 1/2' SMS (4) 1112x3/4' SMS EACH SIDE (4) 4114x3/4' SMS INTO GUTTER MAX 45' (1' MINIMUM SEPARATION) 2 1/0'xl 1/2'x.OG2' RECEIVING CHANNCL 1.) AL ENGINEERING, INC. DOES NOT WARRANTEE OR GUARANTEE, EITHER EXPRESSLY OR IMPLIED, THE STRUCTURAL INTEGRITY OF THE EXISTING STRUCTURE. 2.) CONTRACTOR 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 EXCEED THESE PARAMETERS SPECIAL ENGINEERING IS REQUIRED. ➢TG 3871 TAMIAMI TRAIL, SUITE E �dLUMINUA! STRUCTURES d(ASTRIi PLAN PORT CHARLOTTE. FL 33952 d ENGINEFBING,INC C COPYRIGIIT AL ENCDiISF7iINC, INC.. "'002 +`•1 PHONE (941) 627-4901 O �" i',A99i P�01- 266 FAX: (941) 624-2382 AL ENGINEERING, INC. FLORIDA .UCENSET97441 CAGE BRACING DETAILS CONT'D o•..�• rnrr uruurm (4) #10 3-1/2' SMS THRU 2'x2' PERIMETER INTO SCREW BOSSES 1'x4.5'x.125' 6063-TG ALUMINUM PLATE FASTENED W/ (4) #1Ox3/4' SMS 2'x2' EDGE MEMBER *NOTE, ONE #IDx2' SMS TO BE INSTALLE➢ THRU THE BOTTOM OF THE HIP JACK AND PENETRATE THE 2'x2' EDGE MEMBER. HIP JACK BRACING TOP VIEW — OPTION #1 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) 010 3-1/2' SMS THRU PERIMETER INTO V BOSSES 2'x6'x.062' 6063-TG ALUMINUM PLATE FASTENED W/ (9) #IOx3/4' SMS 2'x2' EDGE MEMBER THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRCCTIONS REQUIRED BY FIELD INS17EC T ORS THAT MAY 3E NECESSARY IN ORDER TO C^',ir"LY i7P(H l.L! !.; i ! (:; !' r Cr)^_3. HIP JACK BRACING DETAIL 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. CBDCON'T-fA 3871 TAMI I TRAIL SUITE E /jj ALUMINUM STRUCTURES MASTER PLAN PORT CHARLOTTE. FL 33952 /a 1�+ Q(ONEERNO, INC. © COPYRIOBx AL ENGWRERINc. INC. 2oo2 PHONE (9 1) 627-4901 AL ENGINEERING, INC. FLORIDA UCENSE #77441 FAX (941) 524-2382 PAGE BEAM TO COLUMN CONNECTIONS INTO SCREW BUSSES AS 0 G' O.C. EITHER AND E 24' O.C. 1x2 OB INTERNAL SCREWED TO 2x2 Ix2 OH INTERNAL SCREWED W/ 2 010 1 1/2 EMS WITHIN 6' EITHER TO 2x2 W/ (2)DIO 1-1/2, EMS SI➢E DF BEAM AND E 24' D.C. 2x2 SCEMS OWITHIN 6' EITHER SI➢E OF #10 x 3' INTO COLLUMNUMN BEAM AND 24' .C.-\ CZ) 2' x SMB B 2x2 PB 2' x SMB dA ' (SEE ROOF BEAM CHARTS) A (SEE ROOF BEAM CHARTS) O O SEE SEE FASTENER SCHEDULE BELOW .• SCHEDULE �� II I O II O O II O O O GUSSETPLATEII 2x3 PB,. 3x2 PB MINTHICKNESS 4 2x4 PH ONLY EQUAL REAM OVERLAP BEAM DETAIL ® DETAIL TOTAL / OF FASTENERS TO DISTANCE FASTENER FASTENER DISTANCE POST COMPLETE FROM VERTICAL HORIZONTAL FROM SIZE (Y]NNFf91ON OVERLAP SPACING SPACING EDGE pQ\ Q� O�Pepp��G�4 �Y'G ' 2x3 PB 15 = #10 EMS 0.5' 1' 1' 0.5' 3x2 PB 16 - #10 EMS 0.5' 1' 1' 0.5' 2x4 SB,PB,SMB - ■ 0.5' 1' 0.5' 2x5 SMB 26 - k10 SMS 0.5 �1';� 0" ©1' 0.5' 2x6 SMB 28 - #10 EMS 0.5' - ' 2x7 SMB 30 - #10 EMS 0.5' 1' 1.5' 0.5' 2x8 SMB 34 - #10 EMS 0.5' 1' 1.5' 0,5' 2x9 SMH 34- #10 EMS 0.5' 1' 3' 0.5' 2x10 SMB 1 40 - #10 EMS 0.5' 1' 3' 0.5' 2x2 SCREWED INTO COLUMN W/#10x3'EMS 2x3 PB, 3x2 PH 6� 2x4 PB ONLY Q�' ,('_4� ■ GUSSET PLATE MUST BE USED IN CONJUNCTION WITH (18)-#10 EMS FOR A 2X4 PB,SB, OR SMB FOR ALL SCENARIOS. l NOTES lx2 OB AND 2x2 PH CAN BE ROTATED ON ALL CONNECTIONS DETAILS. EXAMPLE- USING DETAIL CBS WITH THE TOP 2x2 AND Ix2 POSITIONED UPRIGHT AS SHOWN IN DETAIL AQIS •1 OK, USE FASTENERS SCHEDULE OF GUSSET PLATE AS INDICATED. FASTENERS SHALL BE PLACED A MINIMUM OF .5' FROM E➢GE 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 PROVIDE APPROVAL. h 3871 TAMIAMI TRAIL SUITE E ALUAUNWf STRUCTURES MASTER PLAN PORT CHARLOTTE, FL 33952 AGEf '91O aPHONE: (941) 627-4901 H®NFF34INC ©COPYHIGHIAL �GIlEBINC, INC. 2002e r FAX (941) 624-2382 rT AL ENGINERNG, INC. FLORIDA UCENSE_d7�441-1nrr� l I POST/COLUMN TO CONCRETE DETAILS DETAIL OA 2'x2'x.125' ANGLE EACH SIDE OF COLUMN WITH #12x3/4' SMS SPACED A MINIMUM OF 1' O.C. (SEE SECONDARY ANGLE SCHEDII 3/0' POWERS WEDGE BOLT CONCRE ANCHOR THRU ANGLE INTO CONCREI AT AN EMBEDMENT [IF 3.5' MINIMUM (SEE SECONDARY ANGLE SCHEDULE) ■ NOTES DETAIL ILLUSTRATES TYPICAL 2'x4' SMB COLUMN CONNECTION ■ NOTE, DETAIL ILI 2'x4' SMB (2)-#10xl-1/2' SMS EACH SIDE L SIR, 2'x4' SMB OR 2'x5' SMB COLUMN 2'x,125' ANGLE EACH SI➢E 12x3/4' SMS EACH SIDE A' D.C. SPACING) WERS WEDGE BOLT CDNC. ANCHOR GLE 6 1'x2' OB INTO CONCRETE EACH SIDE ' EMBEDMENT) OjOB BASE PLATE (TYP.) x4' SMB OR 2'x5' SMB COLUMN (2)-#12x3/4' SMS EACH SI➢E (MIN. V O.C. SPACING) -2'x2'x.125' ANGLE 3/8' POWERS WEDGE BOLT CONC. ANCHOR THRU ANGLE 6 1'x2' OB INTO CONCRETE EACH SIDE (MIN. 3.5' EMBEDMENT) ,-- I'x2' O/B BASE PLATE (TYP.) . 1 2500 P.S.I. CONCRETE ANC MIN. CONCRETE d 4 • ' ANCHOR EMBEDMENT MAX SPACING MAX. MAX. , 24. 0/C 6' 6• - MAX SPACING FRONT VIEW pD1pP�\P�ppclONaG� �a P\%�S, 0 A1V C�FCSp�g^\iP ETAIL ILLUSTRATES TYPICAL K_ 'x4' SHB CONNECTION, CONCRETE DECK EDGE 2'tx2Ax 25' ANGLE�SUBF.D ���\�4c\`{\h SECONDARY ANGLE SCHEDULE EN\i\ \�wC rJ �\ [2:"X4' .. .. TOTAL TOTAL CONCRETE J112x3/4' l'x2. OB BASE PLATE CTYP.) ANCHORS SMS 3/R' POWERS WE➢GE BOLT CONCRETEANCHOR AT 3,5' MINIMUM EMBE➢MENT (2) 3/8' 4 d SECON➢ARY I":! 2'x2'x.125' ANGLE #12 SMS TYE (SEE SECON➢ARY ANGLE SCHEDULE) (SPACED B , MINIMUM) NOTESi (1) ALL 1/4' CONCRETE ANCHORS TO BE POWERS POWER -BOLTS 2'x4' SB, 2'x4' SMB #12x3/4' SMS (OR EQUIVALENT) DR 2'x5' SMB COLUMN - 24' D.C. FOR SM➢ (2) CONNECTION IS GOOD FOR 3,475 POUNDS OF UPLIFT. SPECIAL ENGINEERING IS REQUIRED TO EXCEED 3,475 POUNDS. TD P V PCCDI IE W (3) CONNECTION IS BASED ON 3' MINIMUM EDGE DISTANCE AND 2' SPACING DF FASTENERS, PORT CHARLTAM'AMOTTE TE FL. 539E E dLUAfINUY STRUCTURES A(ASTER PLAN PORT CNARLOTiE, FL 33952 PHONE (941) 627-4901 d BXG1N®BIG MC © COPYRIGHT AL ENrDMEWO, INC. 2002 FAX (941) 624-2JB2 AL ENGINEERING. INC. FLORIOA UCENSE 17441 �pAGE ..Kd---OF CHAIR RAIL CONNECTIONS 72X PH, SNAP OR 2x2x.062 SMH COLUMN RECEIVING 12g31, PSNAP OR CHANNEL 'COLUMN INTERIDR F F 2x PH, SNAP OR C+ Ux /2' SMH CHAIR RAIL 1 EACH INTO S�DEVHOS (4) g10x3/4'SMS' I I �(4) g10x3/4'SMS I I \ INTERI R 'U' )ECEIVIING CHANN [S EXTERIOR CHAIR RAIL INTERIOR CHAIR RAIL HIDDEN CONNECTION CONNECTION CHAIR RAIL CONNECTION DETAIL AO DETAIL O DETAIL EXTERIOR CHAIR RAIL CONNECTIDN DETAIL © . 3071 TAMIAMI TRAIL, SUITE E PORT CHARLOTTE, FL 33952 PHDND (941) 627-4901 FAX, (941) 624-2302 2'x SMH SNAP OF 1AIR RAIL 'x SNAP OR H COLUMN c 1, 2x2 PD CHAIR RAIL J. HL 2'x SMH 0 r,r .MS RIOR '.062' \2x2 PH DR INTERIOR 2x3 PR RECEIVING CHANNEL CHAIR RAIL W/(4) g10x3/4' SMS s INTERIOR HIDDEN CHAIR RAIL CHAIR RAIL CONNECTION CONNECTION DETAIL OD DETAIL OE AvFsEp RE SU8LANS ECi� tAo C AEI LCOPROPR EOC EOi1SORK 4' RECUIRED 8Y FIELD IIl'SP =COBS THAT Y GE I;LOcSSid; (p: ORCLRi0 ICA;S'G 'Jllll h.Li i Li ALUMINUM STRUCTURES T L TER � I !7 �.' --(� Ll _ 7 B7®iF�if16, INC., C COPYRIGHT iAI. EIiC _TING, c. 8002 AL ENGINEERING, INC, FLORIDA LICENSE67441 AGE 52 OF' O . 'f-... . s c-oa,-sE --5- ' 'E W41 �v41y aQii of °therpr;° tn Ph® eQtY . fOOf t F � a y� 8 phd1�stig9 eStln ed to ° & 9 "'hict�Qlnw 0 f' rn G C ® m aJb CO �r`y tD Q' �• o ® rREAR SETBACK /{/�� y e a T �F, REQ. 4 � � JA8 m ����r, �Vl (�0 � � ° o Q IDEg '�t� 3 M a I �$ y rA e c1SG : I 0 BOUNDARY SURV£y CER7IFIED 70: Lof 427��� the Su&Lii� o/ f(oP.iky lu7e6III, a,6 Recardcd In P&f [?xk 20, ha4 o2 fede2a2 Sauinye Bank lbcr-z 19, 19A-999, c�e the /IUic /7eea Commonwea.eth Land 7.it2e aSL LUC&Camtj1' 7&Vf4r4 Ineazance Company Geltaed T. Noath SLGdi£y0R'S A07FS: Ka fhayn 7. N o It th 1. LarrLs 4lrx hewcn erne not ak6tgcw,&td /o/t ea oiaent s a rUac n u./z q Iay o/ Aeco rl Qy dais W—we.. 2. Leyae dexaiptim urm wpp-&crl &j ceiuzi. j. Leyorl oe hvrn,pt,/ aP.P✓reuittf is-L5 ern gaek a This certification is mmk only to above named parties for purchase anUor mortgngc Vti6 etch, of herein delinralal property by above namm purchaser. No responsibility cc 4. 04d� q )e0zcc''5 euzkna L14 lability is assumed by surveyor for use of survey for any other purpose including but 5. feood Zane X not limited to, use of storey for survey affidavit, resale of property, or to any other person not lined in ca"ication, either directly or iudirwly. I hereby certify that the attached •abater! of survey of the hereon dtscribod property is true and' cgtrect do test' bf my Imowledgo and belief as surveyed under my bap.c-1 f�litpe'r' certify, that this survey mods the minimum technical'staudaYd -Ybr Ind'-suiviying in the State of Florida (chapter 6IGI76 `'—*rt kQttr3tunY to section 472.627; Florida statures. Subject to the qualifications iole"d &taebn:'� " _.MICHAEL P. MCLAUGH IN PROFES.SIONAL'LAND SURVEYOR FLOWIDA REdSTRATI0N 140. 2960 DATE: /7.9-9G SCALE: McLaughlin Land Surveying, Inc. 498 Maple Avenue Ft. Pierce, FL 34982 (407) 465-0250 FAX: (407) 489-0730 IN DWN. BY: J1.14 1JOB NO.: %��791