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HomeMy WebLinkAboutSUBMITTED PAPERSOFFICE USE OT&Y-. Date - Fee Due: Recdept# PLANNING & DEVELOPWrOIS;ERVIM SCANNE �COUN BUILDING & CODE REGULATIONDIVISION 23Q9V-q*daAvenue FL Picrcc� FL 34992-5652 St. 772-462-1553 coun ty APPLICATION FOR ALUMU" S-fRUCTURES PERMff : ALL INFO? MUST BE COMPLETE & FffJZD IN TO BE ACCEDED PROJECT INFORMATION 1. LOCATION/SrM ADDRESS: -S—ct—)A-VA 2. PROJECT NAWc-Z) SITE PLAN NOE 3. PROPERTY TAX ID #: \— I 4. LEGAL DESCRIPTION (attach emu sheets if necessary): 5. PLATBK. PAGE BLOCK LOT .6. PARCEL SIZE: ACRESISQ FT. LOT DIMENSIONS t 7. RIZS BACK: RIGHFSIDE: LEFT SIDE: SETBACKS (ACTUAL) FRONT S. TYPE OF STRUCTURE (CHECK ALL APPROPRIATE BOXES FOR EACH AND EVERY TYPE OF STRUCTURE) N=New SQUARE FEET OF TYPE OF CONSTRUCTION A=Addition -W=Raised ,Stab DIMENSIONS CONSTRUCTION It = Rd mild IWD — Wood Deb SCREEN ROOM 0 -NEW XA91�1.. c CARPORTIPATIO ROOF 93'qr— a 0 HAWABLE GLASS ROOM x ❑ CAT 1, 2 OR 3 SUNROOM 0 NEW - SVasiwo x 0 ALUM MINI COMP. SHED 0 NEW 0 EXISTING x ❑ POOL ENCLOSURE -b I Xl"G ❑ x ❑ M H ROOF OVER 0 NEW 0 td$T*G x 0 ROOF SYSTEM OVER 0 NEW 0 -EXISbNG x EMMO ACCESSORY STRUCTURE OTHER: 0 NEW 0 EXISTING x ❑ ALUM POOL FENCE Licear fed TOTAL SQUW FOOTAGE OF CONSTRUCTION a 6L, 40 9. VALUE OF CONSTRUCTION: $A-. The value ofconstrimdon is used to determine the amount of permit few to be assessed. SL.Lucie County reserves dw right to question and/or modify the indicated value of construction if it is demonstrated dirtthe submitted flgw= are not consistent with similar types of construction activities. If the value is $2500ormore, aRECORDED Notice ofCommencemwW must be submitted PRIOR TO FIRST INSPECTION. SL4CCDVFong rft--001-W AmAMID OWNER INFORMATION NAME:_ ADD S- ����STA�TE CITY: 3 L.A- PHONE (DAYTIME): c7 7YJ- EMAIL: FILL IN NAM AND ADDRESS BELOW IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DUTERENT FROM THE OWNER LISTED ABOVE: FEE SIMPLE TITLEHOLDER-, ADDRESS: ry STATE- ZIP PHONE (DAYTIME): (--) CONTRACTOR INFORMATION LC ZAW' SIC ;2qVq STATE OF FLORIDA REG-/CMT #: Cq ff. LUCIE COUNTY CERT -�&A Y-1 Q-1 -TA-.?C— BUSINESS NAME: tA-Y--) (..x QUALIFIER'S NAME: x P/1 Vy—C !An Cis ADDRESS: D 0 STATE: ZIP qcFz CITY: r- g gg yAx No. 7 7�2— (9 PHONE (DAYTIME): ckl CA Koxg— ARCHITECT/ENGINEER: ADDRESS: 13 (0 30 F5 vi 3 CITY: t STATE: ZIP PHONE (DAYTIME): -30q— NOTE: IF AppLICAEUX SURCompAcrm AGREFREM MUSE BE ATrACMD TO APFUCAMON FOR ROOFMC., ELECTRIC, PLUMBING, ANDUVAC ZONING REQUIREMENTS An such stmctmes will be subject to the requirements of the ST. LUCIE COMM LAND DEVELOPMENT CODE. ❑ 2 soled plot plaasshovft lot size, dimmdm of existing h0AAMctUM wdpWosed aluminum addition. All setbacks including fiont, side, rear and distance bdw= adjacent propedY structures in Mai Parks sball be indicated on the plot pin. ❑ 2 sets of color photos for all storm damaged arm to be reconstructed. One Picture must include house address number for inspection verification. not required for construction unrelated to storms) 6MCKUM-ONLY SECTION TOWNSHIP RANGE MONO. ZONING LAND USE LOT CVG % Additional Permits RwuhW REPORT BUM M $ M=FEES, TOTAL FEES Is I CODE AMD FRONT PLANS VMBE OF CONSTRUCTION REVIEW CouMM ZONING SUPERVISOR E)(AMHflffi VEGETATION UwaiccTau DATE /-0/9 A, COMRM -7 Z, ?If;, IV RUTIALS OCE CERTIFICATION: This application is hereby made in order to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity, if applicable, for the permitted work. NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE TO APPLICANT: IN THE EVENT IT IS NOT YOUR RIGHT TITLE OR INTEREST THAT IS SUBJECT TO ATTACHMENT, THE APPLICANT DOES HEREBY MAKE A GOOD FAITH PROMISE TO DELIVER A COPY OF THE ATTACHED CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT, AND DOES SO AS A CONDITION PRECEDENT TO THIS PERMIT I. If utilizing the AAF Guide to Aluminum Construction in High Wind Zones, I the Contractor/Owner Builder hereby certify that the components being used, fasteners type and fastening pattern meet all the requirements for the designated wind zones established by the county and take full responsibility for complying with'the submitted design :of the structure being permitted. 2. 1 further certify that all the foregoing information is accurate, that no work or installation has commenced prior to the issuance of a permit and that all work shall be performed in compliance with allapplicable laws regulating construction and zoning in this jurisdiction. I understand that separate permits may be required for ELECTRICAL, and HVAC, etc., not otherwise included with this building permit application. 3. 1 , the Contractor / Owner Builder, have verified that the existing foundation meets the requirements of the Engineer of Record and is in adequate condition to withstand the uplift and weight of the aluminum structure and said structure will not exceed the footprint of the structure that was in existence prior to removal by the storms. OWN R OR COWMACTOR SIGNATURE STATE OF FLORIDA COUNTY OF The foregoing instrument was acknowledged before me Me this 07 day of4V %sT 20__, by 1�T)4.IC_XbblFehiv G — C.O who is personally known to me, or who has produced as identification. STATE OF FLORIDA/ . / COUNTY OF -L4 c-1 e The foregoing instrument was acknowledged before me me this .e day of _ G-ct ST , 20 l V , by pA74tCl��l )1 tCX,4 /cESc > who is -personally known _Zto me, or who has produced as identification. S�gnatureofNotary gnatureofNo ; o1pRYPUB DOROTHYANN BASKIN ��tiPRy pVe DOROTHY ANN BASKIN ; 2t *� ; Notary Public -State of Flo da IMPORTANT NOTICES Notary Public -State of Florida 3' • * • = My Comm. Expires Oct 2, 2 16 '• : : •? My Comm. Expires Oct 2, 2016Commission # FF 01522 • TWO (2) SIGNATU -N" Ql4PR�FJb§ioll:�k I CIA MUST BE NOT "IN"�AP4aP�� l�llkd n@htllgry sn. BUILDING PERMI ••�•FF �•OWft!M! � IN srp R MUST PERSON L E O LISTED ON THE FRO O I A I SIGN THIS APPLICATION & THE OWNER/BLDR AFFIDAVIT. • ALL SIGNATURES ON APPLICATION SUBMITTED SHALL BE ORIGINAL, SIGNED IN INK. COPIES, FAXES, OR STAMPED REPRODUCTIONS ARE PROHIBITED. • WHEN A PERMIT IS AVAILIBLE FOR ISSUANCE BUT IS NOT PICKED UP WITHIN THIRTY (30) DAYS AFTER NOTIFICATION OF AVAILIBILITY, IT WILL BE VOIDED. IF THE APPLICATION IS RESUBMITTED, AN ADDITIONAL FEE WILL BE CHARGED. JOSEPH E. SMITH, CLERK OF 7---,,,CIRCUIT COURT - SAINT LUCIE COUNTY FILE # 3932200 OR BOOK 36 fPAGE 1495, Recorded 03/07/2014 at `7 AM _ I 1 PERMIT NUM tl ER. r NOTICE OF COMMENCEMENT en . +nd +ceo•dance welt. CIwV'c; 7 t 3, The undcrstgncd hereby gi.•en notice that improvement will be made to ccnatn reel prop y Flonda statutes the rotlowing inrormat'on is provided in the Notice of commencement. address TAX FOLIO NUMBER 3 9 1 4- S n 1- 1 7 0 1- 0 0 0 9 street ) P'ion and I UESCRD=TInN OF PiLOPERTX (LegaldcScn l / SpahishBiOCIC TRACT LOT BLDG UNIT SUBDIVISION �.5_ 1: nP 40�_ '',, S•. Section. 6, T.ownshio 36s Sty //11 � ti LT( QnQ�IDr �LZ� 2 GENERA.LIDES CIUYTIONOFCMPROVEMENT: Replacement of Mobile Home �- - 3. OWNER OVFOR.MATION: a. Name 8000 S- US1, Suite 402, PSL, FL 34952 c interest to P,Opttty b Address d Name an-d address of fee simple Gileholdcr (,f other than owner)__. - ` ` �,� _ '3�_a nNTRACTOR'S NAME. ADDRESS AND PHONE NUMBER: ���"�:��J ���� "'q-4`-�ll+�'o' 4 CAD ��VJJ 5. SURETWS NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: 6 LENDER'S NAME, ADA.RESS AND PHONE NUMBER: 7 Persons within the State of Florida designated by Owner upon whom notices or other 0OCumants may be served as P'0• c"Ll by Section 713.13 (1)(a) 7.. Flonda Statutes. 201-8418 Doug .Brantley 1 Silver Oak Dr- PSL, FL. NAME, ADDRESS AND PHONE NUMBER: 8 In addition to himself or herself. Owner designates the following to receive a copy of the Lienor's Notice as pro••dcd t" Sect•an 713.1E (I)(b). Flonda Statutes / NntvtE, ADDRESSPHO AND VHONE NUMBER: 9 E+ptration date of notice of cammcncemcnt (the up,rat'on dale is 1 year f=om the date of recording unless a mft'c rent dmc •s sp—Ged) . 20_ wn RNs.NG IO OWNI.K NV PAYr i NTS MADE BY THE OWNER AFTER THE EX PA2 ATION OF THG NOI'ICt O"CO,•nMINCENt SUII men PAYMENTS UNDER CHAPTER 713 PART I SECTION 71l n n0.tDA SI nIl3TF 04 V ^^ PA -^TWI ^^F 0. IM PR VEM S T YOUR PROPERTY. A N TI F MME M Nr M T R' R nth 1' Wn'H V V T N TH n F T f F Y IN N T 0I1 A f A-4 IN N NO R R RN Y B F CO N WG W ftK R R COROWL, YOUR N F MM'N MILNI' Matthew Lyle Wynne yi Ce-Er-a5-3-dent Signatttce of Owacr or Print Name and Provide Signatnry's "i tudQ R"tcc O—cr'.s Authu.itcd OlGcer/DirectorfPartner/Manager dale of Flo'''da County of _s t- r t I r i e 20 The foregoing mst,umenl was ackno•�Iedged before me this day of By Matthew Lyle Wynne ,as VLQCC�SID-T (Name of person) (Type of aulhonty e.g Owner, ufGeer, 1-stet, atloroe, Fo,Wynne Building CoreOration (Name Of party On behalf Of whom instrument was executed) Personally Known_ or produced the fdllo-19 t)'pe Of I'0 w•' DOROTHY ANN BASKIN Notary Public • State 01 FWWa My Comm. Expires Oct 2, 201a 12 0�}{ `'/ /�AfN '�A.SItfS/1/ �VCInl3-1 'ni^"" /Vrrs•s+'^'`^' � I Ff 01S22a (P'inted Name of Nbtvy Public) (Signature o! tary Public) , •Its Commission 3 ° atlftdia Through NwicRr Notary Aaaa. Under penalties of peryuey. I declare that I have read the foregoing and that the facts to a are nt to h be I 7 "° e g beltef (sccoo'a 92 525. Flonda Statutes) Signature(s) of Owners) or Owner(s)' Authorized Offctr/DireCtor/Po rt—CIM whu sig-11 ubo+c. e Y. aa• Oan0,a00ilAaao•a••gl STATE �i= FLGi�Btr�a )V k- rTR' ' ,V Ual .4 p �a11 1 Q c MA'S 0 7 �014 LU �d 03).m ��qkA a\cLvY\"oL '.ETIACK REQ, 11-11.111111.-� to' MDES IS i*:-1,-..,�,jj 2c e..An& to fv Search Results for Map Page 1 of 1 ,0. Home About This Site Lat/Long Finder Related Resources Sponsors About ATC Contact Search Results Latitude: 27.3168 Longitude:-80.3072 ASCE 7-10 Wind Speeds (3-sec peak gust MPH*): Risk Category I: 148 Risk Category II: 160 Risk Category III -IV: 171 MRI** 10 Year: 88 MRI** 25 Year: 107 MRI"* 50 Year: 120 MRI*" 100 Year: 131 ASCE 7-05: 140 ASCE 7-93: 100 •MPH(Miles per hour) ••MRI Mean Recurrence Interval (years) Users should consult with local building officials to determine if there are community -specific wind speed requirements that govern. LJDownload a PDF of your results ME M Print your results WIND SPEED WEB SITE DISCLAIMER: While the information presented on this web site is believed to be correct, ATC assumes no responsibility or liability for its accuracy. The material presented in the wind speed report should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. ATC does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the wind speed report provided by this web site. Users of the information from this web site assume all liability arising from such use. Use of the output of this web site does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site(s) described by latitude/longitude location in the wind speed report. Sponsored by the ATC Endowment Fund • Applied Technology Council • 201 Redwood Shores Parkway, Suite 240 • Redwood City, California 94065 - (650) 595-1542 http://Windspeed.atcouncil.org/index.php?option=corn content&view=article&id=10&dec=... 8/5/2014 Y DESIGN CRITERIA: Applicable Codes, Regulations, and Standards 1. The 2010 Florida Building Code. specifically Chapter 16 Structural Design, Chapter 20 Aluminum, and Chapter 23 Wood. 2. AA ASM 35 and Specifications for Aluminum Structures, Part 1-A of the Aluminum Design Manual prepared by The Aluminum Association, Inc. Washington, D.C., 2005 Edition 3. ASCE 7-10. Wind Loads 1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: Risk Category 1. 2. Basic Wind Speed, Table 1609C, State of Florida Debris Region & Basic Wind Speed, Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed:VuLT =150 MPH, VASD =116 MPH 3. Exposure Category, Paragraph 1609.4.3: Exposure B 4. Building Category for Aluminum Structures, Paragraph 2002.6: Building Category 1- Screen Room / Patio Cover: Non -Habitable, Unconditioned Foundation Design the condition, free from structural cracking, spalling, or other deterioration. Roof Type • Roof Type: MONOSLOPE • Roof Material: 3" x 12" x 0.030" Metals USA Riser Panel, Florida Product Approval Number FL 1779-113. Specifications The following specifications are applicable to this project: 1. All work shall be in accordance with the Florida Building Code, 2010 Edition, and any other applicable local codes and regulations. 2. The minimum wall thickness of aluminum extrusions shall be in accordance with the Florida Building Code, 2010 Edition and the 2005 Edition of the Aluminum Association Manual, but not less than 0.040 inches. 3. Aluminum extrusions shall be 6005 T5 Alloy. Due to quality control issues, no manufacturer substitution is acceptable without the specific written, signed and sealed authorization of Suncoast Aluminum Engineering, LLC. 4. Screen Material: Design based on 18/14 or 20/20 Better View. Any other material must be approved. 5. Fasteners are required to be SAE Grade 5 or better zinc plated. 6..All.Self Mating Beam Sections are to be.stitched with either #14 screws 6'.'. from ends and 24" center to center or #12 screws 6" from ends and 12" center to center. 7. Where concrete specifications are required, whether in the screen enclosure scope or not, by one or more regulatory agency, the following specifications are applicable: a. Concrete shall conform to ASTM C94 for the following components: i. Portland Cement Type 1,- ASTM C 150 ii. Aggregates - Large Aggregate 3/4" max - ASTM C 33 iii. Air entraining +/- 1 % - ASTM C 260 iv.Water reducing agent - ASTM C 494 v. Clean Potable water vi. Other admixtures not permitted b. Metal accessories shall conform to: i. Reinforcing Bars - ASTM A615, grade 60 ii. Welded wire fabric - ASTM Al85 c. Concrete slump at discharge chute not less than 3" or more than 5". Water added after batching is not permitted d. Prepare and place concrete per American Concrete Institute Manual of Standard Practice, Parts 1, 2, and 3 including hot weather recommendations. e. Moist cure or polyethylene curing permitted f. Prior to placing concrete, treat the entire subsurface area for termites incompliance with the FBC. g. Concrete shall be placed over a polyethylene vapor barrier. h. All aluminum components embedded within concrete shall be coated with a bituminous paint or epoxy. 8. The minimum nominal thickness of protector panels (kickplates) shall be an industry standard of 0.024 inches. 9. All flashing and weatherproofing shall be provided by the contractor. 10. Door location shall be determined by contractor in the field. BEEN DETERMINED USING THE ADVANCED TECHNOLOGY COUNCIL'S WEBSTTE AND GOOGLE EARTH. 70•-9 I 3X3X0.090 POST 2X3 KNEE BRACE (TYP) 0 I 3p=.O.O90 POST ,F- B•-6' *-10•-0, -� 3X3xo.O9a POST 4TH WALL A-3 A-3 4TN WALL 5WBB 4TH WALL EDGE BEAM EDGE BEAMS �'—»•-4' 2XSWB tt'-4�—�� EDGE BEAM '— 2X3 KNEET 2X3X0.045 BRACE (TYP) POST (TYP) ' 2x3XO.045 END BEAN END BEAN 2x3xo.045 2x3xa045 END BEAM 3•X1YX0.030' END BEAM -. o RISER PAN _ Tr S_ S A-3 A-3 A-3 2X5_ 3X3xa090 B I EDGE BEAM L_ EDGE BEAM -",,POST (TYP) EDGEEBEAM I 23'-4' 22'-B' 14'-0• 3•X12•Xa030• 9 RISER PAN .. ................ ..................................... . 3X3X0.oso 3X3x0.O90 3x3xG.o90 xa 3x3090 3X3Xo.090 30=090 2X3 KNEE POST POST POST POST POST POST BRACE (TYP) A-4 .3X3XaP0�ST 0 � m . 2X3GIR, 1X3(TYP) L IA-2 A-2 L —7-9k -r 7-6}•L -r-sk 14-0' CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD THESE PLANS AND ALL PROPOSED WOR-- ARE SUBJECT TO ANY CORRECTIONS RE-QUIRc-D BY FIELD INSPECTORS THAT MAYBE NECESSARY IN ORDER TO DMPLY WITH ALL APPLICABLE CODES, VS _ W LU Lu r•Q O• ti 77- i : > o Icz 'ice /�,� • .. • •�0��� I 'o-� 3X3X0.09D POST 2x3 KNEE BRACE (TYP) b I 0I 3X3XQ090 J POST # 1o•-D' f L/q-9-:-ma- 0 2 ci6 ST, L.UCIE COUNTY BUILDING DIVISION REVIEWED FOR COMP 1V E REVIEWED BY DATE c PLANS AND PERMIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE O I m 0 1 cc LU Lu Z_ UJ 3 a Z Q LUCC (O o a Q� Z w O z w N Z LLU LUQ � LU O 0- N LL ►a Z , C U G J w J F= J Ur F Q Z o� V) W rmom O LU imm U mQNN Z (D 3 Z) Z w N W ,^'dti a LL1 = F p Ow Q U U 1— C-) Cl W Z U rn 0 W N O J DRAWN BY EB DATE DRAWN - 08/11/14 SHEET NO: A-1 ALUMINUM MEMBERS DIMENS %j,,m6 HOLLOW SECTIONS 2x2:2"x2"x0.046" 2 x 3: 2" x 3" x 0.050" 2 x 4: 2" x 4" x 0.050" 2 x 5: 2" x 5" x 0.050" OPEN BACK SECTIONS 1x2: 1"x2"x0.040" 1 x 3: 1" x 3" x 0.045" SNAP SECTIONS 2 x 2 Snap: 2" x 2" x 0.045" 2 x 3 Snap: 2" x 3" x 0.050" 2 x 4 Snap: 2" x 4" x 0.045" SELF MATING (SMB) 2 x 4 SMB: 2" x 4" x 0.044" x 0.100" 2x5SMB: 2"x5"x0.050"x0.100" 2 x 6 SMB: 2" x 6" x 0.050" x 0.120" 2 x 7 SMB: 2" x 7" x 0.057" x 0.120" 2 x 8 SMB: 2" x 8" x 0.072" x 0.124" 2 x 9 SMB: 2" x 9" x 0.072" x 0.124" 2 x 10 SMB: 2" x 10" x 0.092" x 0.398" MINIMUM FASTENER EDGE DISTANCE: 1/2" MINIMUM FASTENER SPACING: 3/4" CONCRETE SCREW ANCHOR: S)MPSON T1TEN RD OR EOUIVALENT 1TW / BUM= OR <U a O O': LUJ O • I 3'x3°x0.090" I I 3"x3"x0.090",1\,�\\ POST I POST PE2C'j I $�\\ (2) 3/DIE CONCRETE S I I I I v SCREW ANCHORS iLu 6i (3" CONC. EMBED) I 3 (2) 3/8' DIE CONCRETE Lu LL1 SCREW ANCHORS I I z Lu 1"x 2" OB W/ 1/4° CONCRETE I I INTERNALIEXTERNAL (3" CONC. EMBED) I I 3' x 3" x 1/8" EXTRUDED Q) a SCREW ANCHOR 6" 3' x 3" x 1/8" EXTRUDED I I POST BASE W/ (2) 3/8" zLLJ Q FROM UPRIGHT & @ I I POST BASE W/ (2) 318" DIA. THRU BOLTS (D o 24" O.C. (MIN. 3" EMBED.) DIA. THRU BOLTS Q z Ow -- -- w z w r. •' ,a' 6 �q w w Q LL O w z B 3" x 3" POST TO CONCRETE CONNECTION DETAIL A-2 SCALE: NTS i.ONCEAlED FASTENERS OR AT' "�HMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD B-l),3" x 3" POST TO CONCRETE CONNECTION DETAIL A-2 SCALE: NTS Z V i F J = = m J (D a ry zoo o N LLJw m E w O LLJ z ==Wn U maNN z Z) z 71�J R (n Lu .my U F LL CHAIR RAIL MEMBER I I N ILIJ ---- I I ---- o w ° Q a� Ill0 THESE PLANS AND ALL PROPOSED WORT{ 1"x 1"x 1/8"ANGLE W/ I I J ARE SUBJECT TO ANY CORRECTIONS (2)#14 x5/8"EACH FLANGE U Z Z H c, N OUIRED BY FIELD INSPECTORS THAT EACH SIDE OF UPRIGHT I I Q m MAY BE NECESSARY IN ORDER TO I I xo.oso^ O 0 -'AMPLY WITH ALL APPLICABLE CODES. I �� POST W O � d w- r a LL v- DRAWN BY EB DATE DRAWN 08/11/14 REVISION C PURLIN OR GIRT TO BEAM OR POST DETAIL A-2 SCALE: NTS © - SHEET NO: A-2 (4) #14 X'3f4- SMS W/ NEOPRENE FACED 2 A,\ WASHER EA- PANEL U- 0 V U., 0 3' RISER PANEL (4)#14x3/4'SMSW/ NEOPRENE FACED 3'xl2"RISER PAN PANEL PAN.PANEL, 2'x 3x 0.05G"TOP RAIL- WASHER EA. PANEL NO ANGLE REQUIRED UNLESS SPLICED (4) #14 x 3/4* SMS W1 OR CORNER ATTACH NEOPRENE FACED "'N WASHER SH WASHER - wl (4) P' E EA. PANEL R I ERPAuNIEL P OFE R E AL #lOx4"LG 3"x—UPRIGHT SEE DWG. FOR Lu UPRIGHT SIZE P3 h • Lu Z LJ • (D CL 2"x 3"TOP RAIL wl (4)#10x4"SMS 3' x 12" RISER 1 2 RISER z <� Lu cn INTO POST AN PANEL PAN PANEL I 2"x2*x3"LG 2" x T. x 3"LG 1/8"ANGLE I.- THESE PLANS r ARE SUBJECT A ND ALL PROPOSED WORI.- VOR B. I 118'xT x 3"x 0.05GALUM 1'/ �x x 3.x C IV' \ REC G CH RE E �GCHANNELWI(3) z 0 x 1/8" ANGLE x (3) 3/8. DIA (3) 3/8' DIA. REQUIRED TO ANY CORRECTIONS r I #1 x 4 314 MSEACHSIDEOF Ln 0 z THRU BOLTS BY :1ELD INSPECTORS THAT 2"X SMB—'� I BEAM & (2) 3/8' DIA. THRU BOLTS I Lu MAYBE NECE�SARYiN ORDER 3'x3'x0.090" INTO POST N zOST— (4) #10 x 314" (4) #10 x 314" —2- x SMB COMPLY WITH To —,,,� ILL APPLICAaLE CODES. Lu LIJ LL < > 2 SMS INTO SCREW BOSSES —",I SMS INTO I SCREW BOSSES I I 3"X 3"x 0.090" I (3) 3/8' DIX THRU BOLTS Lu 0 1= F- 0 (2) INTO TOP RAIL I I (2) INTO TOP RAIL I I 1 POST Lr) LL (2) INTO POST (2) INTO POST CONNECTION AT CORNER CONNECTION AT SPLICE rS--"'�RISER PAN ROOF TO POST CONNECTION rS --2 '�RISER PANEL TO CORNER POST CONNECTION K—S�2 \,, �-3 SCALE: NTS X 3 TOP RAIL CONNECTION TO 3 X UPRIGHT �-3 SCALE: NTS � SCALE: NTS z �-3 u E p 6 1 E &E 5 1--, "', I I I; n _j < CONCEALED FASTENERS OR MACHMENTS z J ARE THE RESPONSIBILITY (IF THE tI, ITH THEE IF L110 HIM,- Ln 8 < Lu 91 T CONTRACTOR OF RECORD PE-2 (4)#14x3/4"SMSWl Lu �-�M 0 z u i�� lz- -,z -S2 COD NEOPRENE FACED < z (.9 (4)#14x3/4"SMSW/ FLASHING WASHER EA- PANEL 3"x 1T RISER z NEOPRENE FACED PAN PAN PANEL V) Lu WASHER EA. PANEL FLASHING 3"RISER PANEL 2"x 3" TOP RAIL w/ (4) #10 x 4" SMS INTO POST 3" RISER PANEL 2.x2"x3"LG x 1/8"ANGLE Ln LLJ :c • 2"x 3"x 0.0 END BEAM EXISTING 1 (4) #10 x 314" SMS INTO 0 LLI W1 BUILDING SCREW BOSSES (2) INTO TOP RAIL a U) < < (4) #14 x 3/4"SMS NEOPRENE FACED EXISTING BUILDING/, 1 1/8"x 2 118"xl 1/8'x 0.050" (2) INTO POST LL, 0 U 0 < Z F- WASHER EA. PANEL ALUM RECEIVING CHANNEL Z N LU LLI < ca to (3)318 DIA- Wl (3) #12 x 3/4'SMS EACH SIDE OF BEAM & 3 18"DIA- 0 U) (9 THRU BOLTS (2) THRU BOLTS INTO THE POST 2"XSMBJ co c', 0 —1 2"xSMB—�A I I 1/8"x2"xi 1/8"xBEAM DEPTHxO.050" n- II - 3"x 3' POST----"" I I 3/8" DIA. THRU BOLT 2"xSMB ALUM RECEIVING CHANNEL W/ (6) #14 x 314'SMS INTO EACH SIDE OF BEAM & (4) DRAWN BY EB I 3"x 3" POST #14 x 1' SMS INTO CORNER POST DATE DRAWN 08/11/14 (S-5 REVISION r&-3 rS--4'ISER PANEL TO CORNER POST (cD- 4TH WALL DETAIL COMPOSITE ROOF TO POST CONNECTION SCALE: NTS 1\ �-3 SCALE: NTS RISER PAN TO POST A- 4TH WALL DETAIL \,, �-3 SCALE: NTS �-3 SHEffNO: A-3 r L D) �E�t��.-" Fyn L ic:s �9 � o�eStl�7 Z e� � 4 9 HA AWE MITI THE FLORIDA RUIIDE. F �oa.NG CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD Fil ARE 5�rg ors AND ALL PROPOSED Won R[:QUlREr yY r._ ANY CORRECTIONS K FIIA�! 1=LD IHSP RS THAT fIE NSiCz- ARY ITq o DER TO Ct P:RALY bbrTH AI,4 AP&l.IQAL) "a opp4c� � a .•� y\� � • ,wYj U-�. " _ : /IJ o b , ..� 4) CO Nil N w O: Cl PRdrf"�,s I N 3Ej4�1� O a r a L U LU LU Z LLI C7 CL J Z J LLl (D z J Q v w Q Cr to Z Z O w W G {Zil N Z J w W¢ Z L- > o D O w w O IZ (n LL R 3" RISER PAN ROOF PANEL SELF -MATING BEAM -------- ------------ I I I I 24" ---- I I I I I I I I I I I \ 2" x 3" 3"x3"x0.090" KNEE BRACE �� I I UPRIGHT 1"x2lla"x1"x0.050' I RECEIVING CHANNEL I 1 WI (3) #12 x 3/4" SMS EA. FACE & (3) #12 x 314" INTO POST I 1 I I S—G KNEE BRACE CONNECTION DETAIL A-4 SCALE: NTS V J F Q V l F Z o� ry F z o o m Q t :n m m LU wm O LLJ ~ m m N � y1 y1 w z F U f Z m W (n LLJ ti u o I Ln L) LU . 2 � � W a Q� V zZ1-a LU LLI 00 Q U) EQ 0) O m C I= Ar) WNO-J d of - a. LL DRAWN BY EB DATE DRAWN 08/11/14 SHEET N0: A-4