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HomeMy WebLinkAboutSUBMITTED PAPERSOFFICE USE ONLY: 42 Date: _ 7 , / (j I Fee Due: Receipt# ,� Permit # L R A , _ _ PLANNING AND DEVELOPMENT SERVICES DEPARTMENT �� - Tire— ' Building and Code Regulations Division 2300 Virginia Avenue Ft. Pierce, FL 34982-5652 �� ' 772-462-1553 '9�Ny St tUc eY "D Application for Aluminum Structure Permit �� cOUnty All information must be complete and filled in to be accepted. PROJECT INFORMATION 1. LOCATION/SITE ADDRESS: 5 t#rq ndo ( 6� ►-� 2. PROJECT NAME: r SITE PLAN NAME: 3. PROPERTY TAX 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: j9 RIGHT SIDE: LEFT SIDE: 8. TYPE OF STRUCTURE (CHECK ALL APPROPRIATE BOXES FOR EACH AND EVERY TYPE OF STRUCTURE) TYPE OF CONSTRUCTION N ew A = ddition R = Rebuild S =Slab on G • SR = Raised Slab WD = Wood Deck DIMENSIONS SQUARE FEET OF CONSTRUCTION ❑ SCREEN ROOM ❑ NEW STING X CARPORT/PATIOROOF NEW STING Iq ❑ HABITABLE GLASS ROOM ❑ NEW ❑ EXISTING X ❑ CAT 1, 2 OR 3 SUNROOM ❑ NEW ❑ EXISTING X ❑ ALUMINUM COMP. SHED ❑ NEW ❑ EXISTING X ❑ POOL ENCLOSURE ❑ NEW ❑ EXISTING X ❑ M H ROOF OVER ❑ NEW ❑ EXISTING X ❑ ROOF SYSTEM OVER EXISTING ACCESSORY STRUCTURE ❑ NEW ❑ EXISTING X ❑ OTHER: ❑ NEW ❑ EXISTING X ❑ ALUM POOL FENCE feet Linear TOTAL SQUARE FOOTAGE OF CONSTRUCTION 1 c90'76k`• 9. VALUE OF CONSTRUCTION: $ The value of construction is used to determine the amount of permit fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction activities. If the value is $2500 or more, a RECORDED Notice of Commencement must be submitted PRIOR TO FIRST INSPECTION. SLCCDV Form No.: 001-02 Rev 04/0612011 • OWNER INFORMATION NAME. � frl i7 � LC..j ' n ADDRESS: S / �; CITY: LAG C-- STATE: ZIP ` - �J PHONE (DAYTIME): % 79j 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 /� c ��� LC" �" STATE OF FLORIDA REGJCERT #: C� ST. LUCIE COUNTY CERT #: BUSINESS NAME: t ry, =� QUALIFIER'S NAME: Ce—S ADDRESS: 1 C� ZIP CITY: K r 4_ 1 nSTATE: / - b ' IV '� FAX NO.. -7 7� (�%L ©� PHONE (DAYT)ME): l I ARCHITECT/ENGINEER t ADDRESS: ;:5 8- n"� AJ I v r CITY: UJ STATE: C ZIP S �P PHONE (DAYTIME): (M 53 o'' q O CyJ NOTE: IF APPLICABLE, SUBCONTRACTOR AGREE WAM MUST BE ATTACHED TO APPLICATION FOR ROOFING, ELECTRIC, PLUMBING, AND HVAC ZONING REQUIREMENTS All such structures will be subject to the requirements of the ST. LUCIE COUNTY LAND DEVELOPMENT CODE. ❑ 2 scaled plot plans showing lot size, dimensions of existing host structure, and proposed aluminum addition. All setbacks including front, side, rear and distance between adjacent property structures in MH Parks shall be indicated on the plot plan. ❑ 2 sets of color photos for all storm damaged areas to be reconstructed. One picture must include house address number for inspection verification. ( not required for construction unrelated to storms) O1K't+TCE.US'E-ONLY SECTION TOWNSHIP RANGE MAP NO. Additional ZONING LAND USE LOT CVG % Permits Required REPORT 9 ®Q BIMS FEE $ MISC FEES � TOTAL FEES CODE 7 I FRONT PLANS VALUE OF CONSTRUCTION REVIEW COUNTER ZONING SUPERVISOR EXAMINER VEGETATION USING ICC TABLE DATE COMPLETE V 2 1 y F' �•-7 G 6ROTIAIS -Cc M t- 0 CERTIFICATION: to 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 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 win not e d the footprint of the structure that was in existence prior to removal by the storms. O%NE—R OR CONTRA OR SIGNATURE COMIACTOR IG ATURE STATE OF FLORIDA, COUNTY OF SS-, , I c-r e The foregoing instrument was acknowledged before me me this O day of frn A- Y , 20 / y , by IJA-rR L GK �)AV tD 1)jFX -N C[ S W , who is personally known to me, or who has produced > R i V e-rts L f c'—N S E as identification. STATE OF FLORIDA COUNTY OF ST i_u c. [ t" the foregoing instrument was acknowledged before me ad - me this�day off M AV , 20 L5/ , by f A-7?2 l G/C who is personally known (__) to me, or who has produced r) i¢ t v6z S 61 C.E-kj s & as identification. Signature ofNotar} ,,,,,,u,, DOROTHY ANN BASKIN Signature of Notary �,tpF� PG��, - M DOROTHY ANN BASKIN o !a y Public -State of Florida Votary Public - State of Florida EUPORTANT NOTICE: _ •=:F �► My Comm. Expires Oct 2, 2016 _ :N.qr y a ; Commission # FF 015226 y Comm. Expires Oct 2, 2016 ;oFc,°.� nalNOtar Assn. �'•FOFc Commltislon # FF 015226 If a contractor is actin as e e required. Each Iliwal Notary Assn. If applying for the Building ermit as an owner builder, the owner shall personally appear to sign is application and the Owner Builder Affidavit. All signatures on this Application when submitted shall be original and signed in ink. Copies, Faxes, or Stamped Reproductions are prohibited. When a Permit is ready for issuance but is not picked up within Thirty (30) Days after Notification of Availability, it will be Voided. If the application is resubmitted, an additional fee will be charged. ST. LUCIE COUNTY BUILDING & ZONING 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 772-462-1553 FILLED LANDS AFFIDAVIT 1, the undersigned, am the owner of the following described property: Part of 3414-501-1701-000/9; Section 26, Township 36s & Range 40E (Tax ID/Legal description/Address) for which I have applied to St. Lucie County for a Final Development Peri-nit. In accepting this Final Development Permit, BP Number , I acknowledge that as owner of the above described property, and in accordance with Section 7.04.01(D), St. Lucie County Land Development Code, I shall be responsible for assuring adequate drainage so that the immediate community WILL NOT be adversely affected. I further acknowledge that in granting this permit for the development of this property, St. Lucie County is neiCher obliged nor liable to provide for, or maintain in any form, adequate drainage off my property which will not adversely affect the immediate community. \� Matthew Lyle Wynne Property Owner Name o_pert Owkn`ez_Slgiafire Date STATE OF FLORIDA, COUNTY OF St. Lucie ACKNOWBEFORE ME THIS ` h DAY OF �� �C� "� 20 LEDGED -b, BY Matthew Lyle Wynne WHO IS PERSONALLY KNOWN TO ME I R WHO HAS PRODUCED AS IDENTIFICATION. SIGNATURE OF NOTARX TYPE OR PRINT NAME OF NOTARY (S CA L) NOTARY PUBLIC TITLE COMMISSION NUMBER I,?I0, SUSAN MAGEE MY COMMISSION # EE 037286 ., aF EXPIRES; February 23, 2015 �'y':' Bonded Thru Notary Public Underwriters 1 - t• Search Results for Map Page 1 of 1 Home About This Site Lat/Long Finder Related Resources Sponsors About ATC Contact Search Results - ;wearasKa „I,,na,s r Ohio Pennsylvanla ..a * , a � Massachusetts ted� States Indiana New York Rhode lsiandi Kansas Mrssouii YY@st Conhecucut Virgmia� � Kontucky, . �rrgmia tx- eiv Jersey Latitude: 27.3185 Tennessee North Dalavrare Lon itude:-80.3086 0klahorna Arkansas, Carolwa ' g > - +� Maryland Dallas M ssrssrppi ., ` South ASCE 7-10 Wind Speeds n carol+nos, 'Disirct dr ktabaTa ' Columb3a (3-sec peak gust MPH*): 7e n�, `' �' F� Georgia "y an oMoust San an'Aa €y ,z Risk Category I: 148 Ytntonro' Risk Category II: 160 Flond 9 ry M;Aer eye , Risk Category III -IV: 171 9 rY r �tex,co • : � `� MRI** 10 Year: 88 23111rsu Navana MRI** 25 Year: 107 G MRI** 50 Year: 120 taya"ra' r tuba�� MR[** 100 Year: 131 0 oorninican `• , �Republre Port au Pi nce Pk o ASCE 7-05: 140 I ASCE 7-93: 1000uatemata Ouatemalao Honduras t 5 Gaaidzlgcan a `ragua " r - of rncaftta( (tdtdpaiti�ap le, INEG *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. ER Download a PDF of your results 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=com_content&viev--article&id=10&dec... 4/23/2014 OfIn,x t_, 2f m1a4low Fo;';tla�VtyaY 7�rtil�X�hti 1 �elu en�'�` ,� � Jma t..�,F��`�' r rp �9lF tjw 1Fp Not 4P EI€�G-ammo eai ..� dr` 3 adw ._.. _ _ *3 �1_ f" • � AIL 114 �{ II SEtSpardSst`a#N�y � o ` " MA 5 SE tiernand _� fPort5# Lucle,r FL WOO lk N - a ,'$ ii . t ©WaSao it m —TA AW Y,,!dRr �S,dfi�a-it i, aac.el+! ilr :..i�r al u Sea -- +.�,, `"_' PH oglc earth J1. �, 02014 Gaogie � qi JOSEPH E. SMITH, CLERP3 THE CIRCUIT COURT - SAINT LUCIE COlirt'Y FILE # 3918282 OR BOOKv3698 PAGE 303, Recorded 01/29/2014 at 10:42 AM Il:is.iln,rci>I: rr r, cu l,.�,.. ,: dinar •,,::• PER. IT NUM a ER L r NOTICE OF COMMENCEMENT The undersigned hereby given notice that improvement will be made to certain real properly, and rn accordance with Chapter 713. Flondo statutes the following information is provided in the Notice of commencement. f Le el descri Lion and street address) TAX FOLJO NUMBER'• 3.9_19 - 5 01 - 1 7 01 - 0 0 0 9 1 DESCRD TfrsN OF P)tOPER� X g P SpanishBioCK TRACT LOT SLAG UNI SWA�vIS10fl-bak s-`1s (�2 S 365 Rantae Section�6, T wnshio 2 GENERALDESCRIPTIONOFIMPROVEMENT: Replacement of Mobile Home �- 3 OWNER OJFOR3MATION: a. Name b. Address 8000 S - US1 r Suite'402r PSL r FL 34952 c. inleresl in Properly d Name and address of fee simple titleholder (if other than owner),__, -.- 4. CnNTRACTOR'S NAME. ADDRESS AND PHONE NUMBER:���-�Q 5. SURETY'S NAME, AOD.R£SS AND PHONE NUMBER AND BOND AMOUNT: 6. LENDER'S NAME, 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,tictl by Section 713.13(1)(&) 7., Florida Statutes. Doug .Brantley 1 Silver Oak Dr- PSLr FL- 201-8418 NAME, ADDRESS AND PHONE NUMBER: 8 .In addition to himself or herself. Owner designates the following to receive a copy of the Licnor's Notice as provided m Sect -a" 713.13 (1)(b), Florida Statutes' NAME, ADORESS AND PHONE NUMBER: _ 9 Expiration date of notice of commencement (the expiration date is I year from the date of recording unless a differu+l date -s spec,rred) • 20_ Matthew Lyle Wynne, v -E1: 5.3.-lent Signatu r Print Name and Provide Signatory's "citictomcc O+vner's Authwiaed Otrcer/Direclor/Partner/Manager State o/Florida County of _s r. r. t t r i e The foregoing instrument +vas acknowledged before me this I V )day of 2' -4 Ny . 20 By Matthew Lyle Wynne as I/ICE &,pub wr — (Name of person) (Type of authority ..e.g Owner, officer• iruslcc. /1101„cy I„ foci) For Wynne Building COrecration (Name of parry on behalf of whom instrument was executed) Personally Known✓ or produced the following type of I'D OOROM AN BUKIN ktwy ►o k - stNtt of fiofid t My Comm. Explrn Oet 2, 201 E (Painted Name of Notary Public) (Signature or6t6tary Public) C6mmlpbn I ff 01622E rr nir�+'P EOIIOId NMbRM M f1. Under penalties of perjury. I declare that 1 have read the foregoing and that the (acts in i belief (section 92 525. Florida Statutes). 1. Signature(s O s) or 0wner(s)' Authorise Ofricer/Director/Partncr/Manager who signed above. ey: By STATE Of FLORIDA ST. LUCIE COUNTY THIS 11.9 rn r1:ATf9`V TW AT TUIle sc A MIN, SETBACK RE®, FRONT SIDES j2' CNR SIDES is I— REAR Zap e TECH. 0 a' klk J !6 V-rov--\ �3aqo cWNCloy'N CA, CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD IPdS'PECTORS THAT MAY BE NECESSARY IF! ORDER TO COMPLY WITH ALL APPLICPJ3LE CODES. CGf CONTRACTOR: TRI-COI 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:VN.T =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- Patio Cover: Non -Habitable, Unconditioned or condition, free from structural cracking, spalling, or other deterioration. Roof Type 1. Roof Type: MONOSLOPE 2. 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 Aluminum Engineering, LLC. 4. Screen Material: Design based on 18114 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 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. 10. Door location shall be determined by contractor in the field. WIND SPEED A1RWEXPOSURE HAVE BEEN DETERMINED USING THE ADVANCED TECHNOLOGY COUNCIL'S WEBSITE AND GOOGLE EARTH. A-2 A-2 2X5SM6 4TH WALL t 0 M 2X5SM6 Z 4TH WALL X a 2X5SM6 a af END x V) BEAM A-2 s 2X5SM6 A-2 EDGE BEAM CV O I fJ 16'-4" 1'-0" CONCEALED FASTENERS OR ATTACHMENTS _ ARE THE RESPONSIBILITY OF THE CONTRACTOR OFRECORD 12'-0" 10'-0" tau L 1 � ��'Y '�. �.,7n 1• .......... = p CO o LU o � r'' mad t f _ �'� i,, f •� P THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED 311 FIELD iNSPECTORS THAT MAY BE NECESSARY 1i1 ORDER TO COMPLY WITH ALL APPLICABLE CODES, I3T, LUCIE CCUNW BUILDING DIVISION REVIEWED FOR COM , A�iCE REVIEWED BY DATE PLANS AND PER. T MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE r= LU LU _Z LU FD Z LU a+ Z 0 ui O z n UJ LL jc �o G. LA LL Z .. U 0 J � J � Q Z o0 r~!f tigo a LU . _J 0 _ F Z (D o��c Ln W � f" Vi N W p ¢z 0 :5 LU Q O U 0 Z J N Z n wzr~i�0) �Q;�—v w=OJ d W UJ 0- ti EB DATE DRAWN 05/08/14 REVISION SHEET NO: A-1 N S a z U O a 0 ri 1 ALUMINUM MEMBERS DIMENSIONS HOLLOW SECTIONS 2x2:2"x2"x0.046" 2x3:2"x3"x0.050" 2x4: 2"x4"x0.050" 2 x 5: 2" x 5" x 0.050" OPEN BACK SECTIONS 1 x 2: 1" x 2" x 0.040" 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 SUB: 2" x 4" x 0.044" x 0.100" 2 x 5 SNM: 2" x 5" x 0.050" x 0.100" 2 x 6 SNM: 2" x 6" x 0.050" x 0.120" 2X7SNM: 2" x T'x 0.05T'x 0.120" 2 x 8 SNM: 2" x 8" x 0.072" x 0.124" 2x9SMI3: 2"x9"x0.072"x0.124" 2 x 10 SNM: 2" x 10" x 0.092" x 0.398" MRMfUM FASTENER EDGE DISTANCE: 1/2" MINIMUM FASTENER SPACING: 3/4" CONCRETE SCREW ANCHOR: SRvlPSON TITEN HD OR EQUIVALENT SHEET METAL SCREWS (SMS): ITW / BUILDEX OR EQUIVALENT 3" RISER I (4) #14 x 3/4" SMS W/ NEOPRENE FACED EXISTING WASHER EA. PANEL I BUILDING (3) 3/8" DIA. THRU BOLTS 2"xS"SMB . I I 3" x 3" POST S-� RISER PAN TO POST 4TH WALL DETAIL A-2 SCALE: NTS (2) 3/8" DIA. CONCRETE SCREWANCHORS (3" CONC. EMBED) m (4)#14x3/4"SMSW/ NEOPRENE FACED WASHER EA. PANEL 3" RISER PANEL 2" x 5" SMB END BEAM SCALE: NTS 3" x 3" x 0.125" 3' x 3" x 1/8" EXTRUDED POST BASE W/ (2) 3/8" DIA. THRU BOLTS .{r THIEE" PLAN's Faft, -- ipy ,• 5: � � P; z� ULI to �r1 (4) #14 x 3/4" SMS W/ • .i z ;r ~ + ; NEOPRENE FACED • WASHER EA PANEL a1`, J'/ PRor zx lKPIAIYAL` \ x 12" RISER iN PANEL 3/8" DIA. RU BOLTS SMB 3" x 0.125" q� P- J�Anar th'»�pS RISER PAN ROOF TO POST CONNECTION A_2 SCALE: NTS THESE PLANS Ai' D ALL PROPOSED WORK ARE SUBJECT TC ANY CORRECTIONS REQUIRED BY FIE LD INSPECTORS THAT MAY BE NECESSaRY Ij4 ORDER TO COMPLY WITH AL APPLICABLE CODES. (4) #14 x 3/4" SMS W/ NEOPRENEFACED WASHER EA. PANEL CONCEALED FASTENERS OR ATTACHMENTS • • • EXISTING BUILDING • • • I 2"x6'SMB I / 3"x3"x0.125" 1 1/8" x 21/8" xl 1/8" x 0.050" ALUM RECEIVING CHANNEL W/ (5) #12 x 3/4"SMS EACH SIDE OF BEAM & (3) 3/8" DIA. THRU BOLTS INTO THE POST — — rz,x5"SMB HRU BOLT ST S-2 ISER PANEL TO CORNER POST 4TH WALL DETAIL A-2 SCALE: NTS CONTRACTOR OF RECORD x 12" RISER \N PANEL 1 1/8" x 2" x 3" x 0.09T ALUM RECEIVING CHANNEL W/ (4) #14 x 3/4' SMS EACH SIDE OF BEAM & (3) 3/8" DIA. THRU BOLTS INTO POST (3) 3/8" DIA. THRU BOLTS S-3 RISER PANEL TO CORNER POST CONNECTION A-2 SCALE: NTS w W W Z W a a z Q UJ (� o Q Q � Z 0 u3 O z N Z uj u- W Q O wX O t3. NI ti a � C z_ ., s J } O1 z 'Z ryg° 'imo�• Vf w tmag i O O W N cr (NY1 W Z(D"a�^' a' =D z N W `.fur o LL N Ln W W 0 Z o gW ou a wo J N LLI 0 z U) rn O U)wWce) w W=O-j d Q' LO D_ LL EB DATE DRAWN 05/08/14 REVISION i - SHEET NO: A-2 wtsE PLO IS Butow-la COME THESE PLANS AND ALL PROPOSED WORK CONCEALED FASTENERS OR ATTACHMENTS ARE SUBJECT TO ANY CORRECTIONS ARE THE RESPONSIBILITY OF THE REQUIRED BY FIELD WSPECTORS THAT MAY BE NECESSARY IK, ORDER TO CONTRACTOR OF RECORD COMPLY WITH ALL APPLICABLE 000W, 3" RISER PAN ROOF PANEL SELF -MATING BEAM • 2"xz' KNEE BRACE 1" x 21/6" x 1" x 0.063" RECEIVING CHANNEL W/ (3) #12 x 3/4" SMS EA. FACE & (3) #12 x 3/4" INTO POST &-' KNEE BRACE CONNECTION DETAIL A-3 SCALE: NTS !f / —_ z — `�� o p.a� = Z +. 3"x3"x0.125' cc W W Z Lu � a W �C3 a I Z O ai O z V1 Z LL jo c Lu o a v; .�. Zca " n Q Zoo �o e _ VI L Lu �Mog a"NN &� O W Z Z (9 Z .ug:ia� LA W ".aura o LL f�i In W LLI Z o g o W Q wok N -Wi 0 �rn p �Lu0� Ce) w w=O-j a ofLo0.LL EB DATE DRAWN 05/08/14 SHEET NO: A-3