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HomeMy WebLinkAboutSUBMITTED PAPERSY: I Date: / -., n A(Fee Due: I Receipt# q f7l h q I Permit # N01 _b 3 5�, ,�:i PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION jo 2300 VirgmiaAvenue Ft. Pierce, FL 34982-5652 772-462-1553 APPLICATION FOR ALUMEWM STRUCTURES PERMIT ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED PROJECT INFORMATION SCANNED I. LOCATION/SITE ADDRESS: -1) 'tAA i/tfl '�.L .y4� St. Lucie CQII t 2. PROJECTNAME: 50,zeeis� C-a" SITEPLANNAME: 3. PROPERTYTAX ID #: 4. LEGAL DESCRIPTION (attach extra sheets if necessary): 5. PLAT BK PAGE BLOCK LOT 6. PARCEL SIZE: ACRES/SQ FT. LOT DIMENSIONS 7. SETBACKS (ACTUAL)'`'FRONT: BACK: RIGHT SIDE: LEFT SIDE: S. TYPE OF STRUCTURE (CHECK ALL APPROPRIATE BOXES FOR.EACH AND EVERY TYPE'OF STRUCTURE) TYPE OF CONSTRUCTION N _ = dditioo . R = Rebuild G G ., ; wised Slab,- • _WD Wood Deck DIMENSIONS -CONSTRUCTION SQUARE FEET OF SCREEN ROOM ❑ NEW = EXISTING X` CARPORT/PATIO ROOF ❑ NEW EXISTING 'X ` ` , a� 5-5 ' ❑ HABITABLE GLASS ROOM :: ❑ NEW EXISTING. X ❑ CAT 1, 2 OR 3 SUNROOIGI "❑ NEW ❑ `EXISTING' X ❑ ALUMMUM COMP. SHED 0_. NEw El EXISTING X ❑ POOL ENCLOSURE ❑ NEW ❑ ' EXISTING X ❑ M H ROOF OVER NEW ❑ EXISTING X ❑ ROOF SYSTEM OVER E WTING ACCESSORY STRUCTURE ❑ NEW ❑ EXISTING X ❑ OTHER: ❑ NEW ❑ :EXISTING X ❑ ALUM POOL FENCE Linear feet TOTALSQUARE FOOTAGE OF CONSTRUCTION / ©� 9. VALUE OF CONSTRUCTION: $ c�v The value of construction is used to determine the amount ofpermit fees to be assessed SL Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction activities. If the value is $2500 or more, a RECORDED Notice of Commencement must be submitted PRIOR TO FIRST INSPECTION. SLCCDV Form No- 001-02 Rev 00 2010 OWNER INFORMATION NANX: ADP5 S CITY. STATE: ZIP PHONE (DAYTIME): 0772 ;-S 3 EMAIL: FILL IN NAME AND ADDRESS BELOW IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE: FEE SIMPLE TITLEHOLDER: ADDRESS: CITY: STATE: ZIP PHONE (DAYTIME): (__) CONTRACTOR INFORMATION . 5 LAC, STATE OF FLORIDA RE G./CERT #: CP ST. LUCIE COUNTY CERT #: BUSINESS NAME: a --I ('0 CA,—) 1, - _77 A (,Z A'V\i ]0 c QUALIFIER'S NAME: ADDRESS: CITY: (-,e-Ar, STATE: 21P -:3 qcTs 7__ �Z 9AX NO. -7 7.0— PHONE (DAYTIME): (7'7�_ email:. (= �1 ARCHITECT/ENGINEER: -qzl) r-N, ADDRESS: AJ I C;, I CITY: N, e ny-w- STATE; V— L ZIP (e Q PHONE (DAYTIME): 5joq- Qco NOTE: IF APPLICABLE, SUBCONTRACTOR AGREEMENTS MUST BE ATTACHED TO APPLICATION FOR ROOFING, ELECTRIC, PLUMBING, AND-EIVAC ZONING REQUIREMENTS h structures will be subject to the requirements of the ST. LUCIE COUNTY LAND. DEVELOPMENT CODE. AFincluding 2 scafed plot pIans showing'lot size, dimensions of existing host structure, pr'oposed-alum'"mum.�ddidon. All setbacks in MH Parks be indica . front, side, rear and distance between adjacent property structures shall ted on the plot plan. 2 sets of color Dhotos for all storm damaged areas to be reconstructed. One picture must include house address number for (11 inspection verification. not reqiumd- or construction unrelated to storms) OFFICKUSE-ONLY SECTION TOWNSHIP RANGE MAP NO. Additional ZONING LAND USE LOT CVG% Permits Required REPORT I p I)MOTEE MISC FEES TOTAL FEES CODE FRONT PLANS VALUE OF CONSTRUCTION REVIEW COUNTER ZONING SUPERVISOR EXAMINER VEGETATION USING ICC TABLE DATE. COMPLETE 7/b W1.001 7 V FO INITIALS , C-,C)Y? 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 1. 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. I 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 all applicable 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. I , 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 exc the footprint of the structure that was in existence prior to removal by the storms. OWNER OR CONTRACTOR SIGNATURE C NTRACTOR SI NATURE STATE OF FLORIPAi COUNTY OF The foregoing instrument was acknowledged before me me this � ly of j4 N u •4te j , 20 ! y , by p,4- jie / C !c U/ G,ogg N C F K c who is personally known to me, or who has produced :�? Jq l VCR; S (�f C EHv S E' as identification. Signature of Notary IMPORTANT NOTICES: • TWO (2) SIGNATI BUILDING PERM] LISTED ON THE AFFIDAVIT. DOROTHY ANN BASKIN Notary Public - State of Florida My Comm. Expires Oct 2 2016 STATE OF FLORID4k COUNTY OF S� �Ci The foregoing instrument was acknowledged before me me this /3 day of 3f4 N u 19X y , 20_/y, by )R 7 l c,,6< 1i . who is personally known to me, or who has produced b R t V ev S 6 Gew S t" as identification. MUST BE,, R MUST PE OF THE APPLICATION, TO SIGN THIS APPLICA DOROTHY ANN BASKIN Notary Public - State of Florida My Comm. Expires Oct 2, 2016 • 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 THE CIKCUIT COURT - SAINT LUCIE COUNTY FILE # 3050185 OR BOOK 3533 PAGE 2516, Recorded 06/28/2013 at 10:59 AM t i i Pert M I Ir NUM OCR: � il:i•:i.x:: is l.f�:'�•ul l�. .., o;liiu: �u:�; r NOTICE OF COMMENCEMENT The undcrs,giied hereby given notice that improvement will be made to certain real properly, and in accordance w.lh Choptcr 713. Flonda statutes (he foIto wing information is provided in the Notice of commencement. I UESC -TTION OF PROPERTY fLcgal description and street address) TAX FOLIO NUMBER'• 3.9 L9 - 5 n 1 - 1 7 01 -0 09 S Sl1BDiV)SION panish BLOCK TRACT LOT BLAG UNIT ak2•s- V Section 26, TOwnshio 36.9Range 40E 2 GENERA.LDESCFUYTIONOPIMPROYEMENT: Replacement of Mobile Home 3 OWNER 011FORMATION: a. Name J b. Address 8000 S US1 , Suite 402, PSL, 'FL 34952 c (merest in property d. Name and address of fee simple titleholder (if other than owner)__. 4 CONTRACTOR'S NAME. ADDRESS ANA PHONE NUMBER: h�L �J vI�(1up\�ii. -An 5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: 6 L'ENDER'S NAM£, ADDRESS AND PHONE NUMBER: 7 Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as prov Klctl by Section 713.)3 (1)(a) 7.. Florida Statutes. - Doug .Brantley 1 Silver Oak Dr_ PSL, FL- 201-8418 NAM.F.AoptES5&NOPHONENUrAXER: 8 In additio,s to himself or herself. Owner designates the following to receive a copy of the Licnor's Notice as pro+.ded n Sect -on 713.13 (1)(b). Flonda Statutes: Nnlv(E. ADDRESS AND PHONE NUMBER: 9 Expiration date or notice of corrurnencemcnt (the expiration date is I year from the dale of recording unless a diffc,eral date -s specified) ,20_ Matthew Lyle Wynne vice-Pre�si ent Sigrntuce or Owner or Print Name and Provide Signatory's T,tic/omcc Onner's Authoii2ed Otricer/Director/Por(ncr/Manager Statc or Flonda County of _5r f u r i e eb acknowledged before me this r;13 day of UNd . 20� The foregoing instrument .vas By Matthew Lyle Wynne as Vices 45 -jhT (Name of person) ' . (Type of authority . e.g Owner, of6eer_ trustee, auorney nt rnet) For Wynne Building Cocearation (Name of party on behalf of whom instrument was executed) Personally Known!' or prbduced the following ty pc of I'D Op10i11r I1NN {A9KIN Mtlrr •Mlb itiit� tM fl7tfd �nn Q ��� o-r-m `! ffNIV /✓ RSKr rs1 Mir Cawnt B�Ytt! Del !. !Ot• Qa1�lyY�l • If 01 (Pooled Name of Notary Public)(Signature of ary Public) iai: MY18r Under penalties of perjury. I declare that f have read the foregoing and that the facts in it belief (section 92 525, Florida Statutes). Sign a(ure(s) a ner r Osrner(s)' Authori d Ofrteer/DirectorfParincr/Manager who signed tibovc. gy. By 0.cr oll)on0f11(0.uo�au�tl STATE Of FLORIDA ST. LUCIE COUNTY THIS IS TO CERTIFY THAT THIS I. " TRUE ANDkQRRECT COPY OFTH nRIGINiA . J0S P ,E.�VITH,gLERK Date: Search Results for Map Page 1 of 1 Horne About This Site LatiLong Finder Related Resources Sponsors About ATC Contact Search Results Latitude: 27.3170 Longitude:-80.3047 ASCE 7-10 Wind Speeds (3-sec peak gust MPH*): Risk Category I: 148 Risk Category II: 160 Risk Category III -IV: 172 MRI** 10 Year: 88 MRI** 25 Year: 107 MRI** 50 Year: 120 MRI** 100 Year: 131 ASCE 7-05: 140 ASCE 7-93: 100 'M PH(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. 17-14 rei Download a PDF of your results M L--J 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 Technoloqv Council • 201 Redwood Shores Parkway, Suite 240 • Redwood City, California 94065 • (650) 595-1542 http://Www. atcouncil.orgtwindspeedlindex.php?option=com_content&view--article&id=10 i 12/6/2013 LaPv �� c1«� CONTRACTOR: TRI-COUNTY 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: Vuu =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, Tlneanditioned Foundation Design resist the loads imposed upon the existing slab by the proposed construction if the existing slab is a minimum of 4" thick and in sound 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-R3. 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 Architecture & 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. W ater 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 A185 c. Concrete slump at discharge chute not less than 3" or more than 5". Water added after hatching 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 in compliance 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. BEEN DETERMINED USING THE ADVANCED TECHNOLOGY COUNCIL'S WEBSITE AND GOOGLE EARTH. 10'-0' a%3%o.090 POST 2X3 KNEE BRACE (TYP) 0 I 3XUD.oso POST r b I m 0 m +I'--1D'-O' ST. LIE COUNTY BUITIDING DMSION, RE�V7UWED FOR COIN CE - REIEWDATE FLANS A D M 'IIT MUST BE KEPT 01N JOB OR NO LNSPECTIGN WILL BE MADE. / S-4 \ A-3 A-3 4TH WALL 4TH WALL 4TH WALL 2%5SMB 2X5SMB 2X5SMB EDGE BEAM EDGE BEAN EDGE BEAM �3=0.090 POST (T1P) 2X3X0.045 2X3%0.045 END BEAN 2X3XO.045 2X3X0.045 END BEAM END BEAM 3'Xt2'XO.030• END BEAM o RISER PAN 1V A-3 EDGE BEAM �PPOOSTO(.TP) EDGE BEAM EAM J 21'-6' 26'-0' A-3 3'%12'%0.030' RISER PAN m 3X3%0.090 POST 3X3XO.090 POST _ A-4 3X3X0.D90 POST 3X3XO.090 POST 3X3X0.090 POST 3X3XO.090 POST 3X3X0.090 2X3 KNEE POST BRACE (TYP) m L11 -�h tx2(TrP) `(TyP) T (TYP) 10'-9' A-2 10'-9' 6'-6' 6'-6' G'-6' 6'-6' 3X3X0.090 POST oa�6a%aIIa2,,4" i � • `/ � Lam• ° A } 0: O 0, o tom- d��J•e /, Z \ s,3 PR8PL!6-t1�1Ji+Q �EA O'S +110'-0' -} t 10'-0' t Lu LU Z LJ 0 a Lu Q o Q � 0 O z u, Vt Z Li J LL >LU Q O Lu R IY �— o In LL LL U LU U � J o U U� r� Z _ Q~ f� O V) LU t M, Q Z irLLmrn U Z� a^N Z u N N LU m CC in Ca &i V) LU p w U U ¢-J ��QU)Lo E cc W20-of J d W co 0- LL DRAWN BY TP DATE DRAWN 12/13/13 REVISION t - SHEET NO: A-1 ALUMINUM MEMBERS DIMENSIONS HOLLOW SECTIONS 2 x 2: 2" x 2" x 0.046" 2 x 3: 2" x 3" x 0.050" 2 x 4: 2" x 4" x 0.050" 2x5: 2"x5"x0.050" OPEN BACK SECTIONS 1x2: 1"x2"x0.040" 1 x3: 1"x3"x0.045" 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" 2 x 5 SMB: 2" x 5" x 0.050" x 0.100" 2 x 6 SMB: 2" x 6" x 0.050" x 0.120" 2x7SMB: 2" x 7" x 0.05T'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: SIMPSON TITEN HD OR EQUIVALENT SHEET METAL SCREWS (SMS): ITW / BUILDEX OR EQUIVALENT (2) 3/8" DIA. CONCRETE SCREW ANCHORS (3" CONC. EMBED) 1" x 2" OB W/ 1/4" CONCRETE SCREW ANCHOR 6" FROM UPRIGHT & @ 24" O.C. (MIN. T EMBED.) x 3" x 0.090" INTERNAL/EXTERNAL 3" x 3" x 1/8" EXTRUDED POST BASE W/ (2) 3/8" DIA. THRU BOLTS -, "< ; ^I 4� �• _� ..a B 3" x 3" POST TO CONCRETE CONNECTION DETAIL A_2 SCALE: NTS . �." CD m p O• UJI LUIA 4 •� �� z .� U) 7 -• yam, s•o�F . 1p x3"x0.099' gfgftfg%1'41 eos (2) 3/8" DIA. CONCRETE SCREW ANCHORS (3" CONC. EMBED) 3" x 3" x 1/8" EXTRUDED POST BASE W/ (2) 3/8" DIA. THRU BOLTS < . 3" x 3" POST TO CONCRETE CONNECTION DETAIL A_2 SCALE: NTS CHAIR RAIL MEMBER V x 1" x 1/8" ANGLE W/ (2) #14 x 5/8" EACH SIDE IN 3" x 3" x 0.090" C PURLIN OR GIRT TO BEAM OR POST DETAIL A_2 SCALE: NTS fY Lu W Z W Z Q W (7 O to Q w 20, ai 0 C� Z G w N Z y LWL W Q 0 F- O a- N LL TF A V 1IR I— U (, N F— 5 F UN .ti U oC = o /Z_/ QLu LV 0 QNQ Q Ln W t, tn00 Q Z CLLmcCC O m 2 z�./ S �:.. N F Z ma�E j t! 1 3 N N o�CC Q � �WY V) W bd 7jC .miU I'-LL O LL fi C/) W W Lu Lu Q U Z H c\l Lu -n p } rn = W 0 M d of cM D_ u- DRAWN BY TP DATE DRAWN 12/13/13 REVISION 1. - n _ SHEET NO: A-2 Aft (4)#14x3/4"SMS W/ @@91E NEOPRENEFACED 6q6 y '�0 3" x 0.040" ALUM WASHER EA. PANEL 9 ,y��^{� a i V _ ••••••. / • RECEIVING CHANNEL � C7- • s ��• , W/#12x3/4"TOPAND �� BOTTOM AS END CAP O O o • W3" RISER PANEL(4) UU #14 x 3/4"SMS W/NEOPRENEFACED 3" x 12" RISERWASHER RAIL- EA. PANEL PAN PANEL2"x3"x0.050"TOP A', NO ANGLE REQUIRED (4) #14 x 3/4" SMS W/fUNLESS SPLICED OR /LGIWASHER II I NEOPRENE FACED EA. PANELpIZ'QF [ PCORNER-A #1CHw0 x SIGNALS i I 3" x_ UPRIGHT I I I I SEE DWG. FOR — — W UPRIGHT SIZE • W Z W • _ Q � i 2" x 3" TOP RAIL w/ I I 3"x 12" RISER 3" x 0.040" ALUM RECEIVING CHANNEL • _ _ — W Q (4) #10 x 4" SMS PAN W/ #12 I I C7 INTO POST I PANEL x 3/4" TOP AND J Q 2" x 2" x 3" LG 2" x 2" x 3" LG 3" x 0.040" ALUM BOTTOM AS END CAP 1 1/8" x 2" x 3" x 0.092" ALUM Z r) y x 1/8" ANGLE _ _ _ _ x 1/8" ANGLE RECEIVING CHANNEL W/ #12 x 3/4" TOP AND I (3) 3/8" DIA. RECEIVING CHANNEL W/ (3) I #14 x 3/4" SMS EACH SIDE OF w 0 �CC BOTTOM AS END CAP THRU BOLTS 2" x 5" SMB BEAM & (2) 3/8" DIA. THRU BOLTS Z N C V — INTO POST N Z 7 I I 3"x3"x0. (4)#10x3/4" I 2" x SMB POOSTST DIA. 0 w SMS INTO SMS INTO I I I I (3) 3/8" W H 0 SCREW BOSSES SCREW BOSSES I I 3" x 3" x 0.090" THRU BOLTS a• N " (2) INTO TOP RAIL I I (2) INTO TOP RAIL I I I i POST (2) INTO POST (2) INTO POST I I CONNECTION AT CORNER CONNECTION AT SPLICE I I W S-2 S-, RISER PANEL TO CORNER POST CONNECTION S' RISER PAN ROOF TO POST CONNECTION SCALE: NTS F' T 2 X 3 TOP RAIL CONNECTION TO 3 X UPRIGHT A-3 SCALE: NTS A-3 V A-3 SCALE: NTS IU Lu J c N ca N Z_ 2 O . •�/ Q LL O 1Q�Q`1 ON W Lu . Mal VI t m Q Z LL m rn N .s, € ( x3/4< MSW O in w m m w V z �aQ m EOPREN A z Z 3 ,^ N W (4) #14 x 3/4" SMS W/ NEOPRENE FACED FLASHING R EA L 3" x 12" RISER PAN PANEL = m � W N � WASHER EA. PANEL u F LL FLASHING 3" RISER PANEL 2" x 3" TOP RAIL w/ (4) 910 x 4" SMS INTO POST 3" RISER PANEL — — — — _ 2"x2"x3"LG • • x 1/8" ANGLE N W 2" x 3" x 0.059' • I E STING' I • • (4) #10 x 3/4" Q X END BEAM • BUILDING SMS INTO Q W I — — — — ° / • • I SCREW BOSSES INTO TOP RAIL V Q (4) #14 x 3/4" SMS W/ NEOPRENE FACED /� EXISTING / I BUILDING — 1 1/8" x 21/8" x1 1/8" x 0.050" se / (2) (2) INTO POST W D Q J WASHER EA. PANEL 3/8" DIA. /I ALUM RECEIVING CHANNEL W/ (3) #12 x 3/4" SMS EACH I I / J I I W W Q U) � (3) SIDE OF BEAM & (2) 3/8" DIA. O c) co THRU BOLTS 2" x 5" SMB ''y 1 I / ; THRU BOLTS INTO THE POST I 3/8" DIA. THRU BOLT - 1''� I 2"x5"SMB 1 1/8" x 2" x 1 1/8" x 5" x 0.062" = W O J � � � a LL 3" x 3" POST I j r 2" x 5"SMB I I .�• J ALUM RECEIVING CHANNEL W/ (8) #14 x 3/4" SMS INTO EACH SIDE OF BEAM & (4) DRAWN BY TP ,. 3" x 3" POST - - //� #14 x 1" SMS INTO CORNER POST DATE DRAWN 12/13/13 S-5 REVISION 1 _ S-3 S-4 ISER PANEL TO CORNER POST 4TH WALL DETAIL COMPOSITE ROOF TO POST CONNECTION SCALE: NTS A-3 SCALE: NTS Q _ RISER PAN TO POST 4TH WALL DETAIL A -3 /1 A-3 SCALE: NTS SHEET NO; A-31 A���q�®;S3•�Ldskgo � ` Cr • V A "�• �0O u ,3R z cn r S, • < s`O P�2L)f SIONA�,$F�6�� C: Lr CC'. LLI Lt! Z W 2 LLI Ian m LL v LL J Q v z L z O N LL O G z °` G W LL C Ln Z J F LwL W Q LL H O w c _ I— O d Ln LL a c c c: z W a C v C U m fr. Lu U N U. ~ LL U LL k CC _ Roan Q R 'o N 3 O p LL .0 I— W Zmog F � rumo$ y F Q Z ¢LLmm vW 3" RISER N M E m m w= ROOF PANEL U ~ m m u F Z z m<�� 3 W oqzq N^N^_ C C SELF -MATING BEAM L,) 06 m u m -------- ------------ c I I LL I I c I I 3 IL z c • • N c I I LLJ = a a ♦ � I I Q } W _I U zN z 2 x 3 \�� �� I I _ 3" x 3" x 0.099' Ww Q U) U) KNEE BRACE �� I I UPRIGHT O U Q of M `\�� • I I Li m (L LL 1" x 2 1/8" x 1" x 0.063" II j RECEIVING CHANNEL I I DRAWN BY W/ (3) #12 x 3/4" SMS I TP EA. FACE & (3) #12 x 3/4" INTO POST DATE DRAWN I 12/13/13 REVISION S-B KNEE BRACE CONNECTION DETAIL 0 A-4 SCALE: NTS SHEET NO: A-41