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Home My WebLink AboutSUBMITTED PAPERSNO11'ii i Date: /�a s, s I Fee Due: ;�5 / 1 _ . I Receipt# �JOJ/„� / I Permit y/!c/ Al)� PLANNING AND DEVELOPMENT SERVICES DEPARTMENT Building and Code Regulations Division - 2300 Virginia Avenue Ft. Pierce, FL 34982-5652 772-462-1553 k9c, S��/ t < eY v'16 Application for Aluminum Structure Permit All information must be complete and filled in to be accepted. O�jj� y PROJECT INFORMATION 1. LOCATION/SITE ADDRESS: il�-1� A C..' ) P4V 2. PROJECT NAME: SITE PLAN NAME: 3. PROPERTY TAX ID #: ' �� a —I 7C� I — 000 — 5 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: 1 BACK: RIGHT SID X-bLEFT SIDE: Q_ 8. TYPE OF STRUCTURE (CHECK ALL APPROPRIATE BOXES FOR EACH AND EVERY TYPE OF STRUCTURE) N ew S - ab on Gra SQUARE FEET OF TYPE OF CONSTRUCTION A = ition SR = Raised Slab DMIENSIONS CONSTRUCTION R = Rebuild WD = Wood Deck ❑ SCREEN ROOM ❑ NEW ❑ EXISTING X CARPORTfPA-TIE) R6er ❑ NEW EXISTING I,-.) L r X ❑ HABITABLE GLASS ROOM ❑ NEW ❑ EXISTING X ❑ CAT 1, 2 OR 3 ❑ NEW ❑ EXISTING X SUNROOM ❑ ALUMINUM COMP. ❑ NEW ❑ EXISTING X SHED ❑ POOL ENCLOSURE ❑ NEW ❑ EXISTING X ❑ M H ROOF OVER ❑ NEW ❑ EXISTING X ❑ ROOF SYSTEM OVER ❑ NEW ❑ EXISTING X EXISTING ACCESSORY STRUCTURE ❑ OTHER: ❑ NEW ❑ EXISTING X ❑ ALUM POOL FENCE feet Linear TOTAL SQUARE FOOTAGE OF CONSTRUCTION 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 04/06/2011 OWNER INFORMATION NAME: t 0 ADDRESS: j • S CITY: llC.q a STATE: ZIP PHONE (DAYTIME):( 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 (DAYTM): CONTRACTOR INFORMATION �iSte �`� S �/� L STATE OF FLORWA REG./CERT #: ST. LUCIE COUNTY CERT #: BUSINESS NAME: t Lam) 4 QUALIFIER'S NAME: ` ' ` PYJ V-CCcAn ADDRESS: ' P( 1� STATE: �L ZIP J qGz z— CITY: t K _ I ' '•77 % // ®� PHONE (DAYTIME): ( - d Ax NO. O%� e9mail: i CA ARCHITECT/ENGINEER. ADDRESS: l 3 (� aJ� � c h -G'L- I (7 / r�2c.t CITY LJ-Jo- STATE: l 21P PHONE (DAYTIME): (M 5-9-q-0CXJ NOTE: IF APPLICABLE, SUBCONTRACTOR AGREEMENTS 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) -OFFICE.USE-ONLY- SECTION TOWNSHIP RANGE MAP NO. Additional ZONING LAND USE LOT CVG % Permits Required REPORT (] p BIMS FEE $ MISC FEES $ TOTAL FEES $ CODE 7r��mJJ Yn &. L $.ltl �ill�YT. FRONT PLANS VALUE OF CONSTRUCTION REVIEW COUNTER ZONING SUPERVISOR EXANIINER VEGETATION USING ICC TABLE h �/� c /"/ COMPLETE % / 7 6 / I b INITIALS i ICc 0 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 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 e d the footprint of the structure that was in existence prior to removal by the storms, OWNER OR CONTRACTOR SIGNATURE CONTRACTOR 9-1—GRATIM STATE OF FLORIDA, COUNTY OF S7- k c- t r The foregoing instrument was acknowledged before me me this n26ay of iin ^1 , 20 I t/ by &LR L Q< 'b Ay r-�eAwc-f I who is personally known to me, or who has produced 17 A L Ve )L-& % c 6t ES C STATE OF FLORIDA COUNTY OF .S'i /-u G[g the foregoing instrument was acknowledged before me me this 9.0*day of YI'1 d!i , 20 I _y , by ?A--72 l c-is —D.4v 1J e D / i"7;eAm ca GC> who is personally known (__) to me, or who has produced l J Je l V e m-L 6', CRW4 r as identification. as identification. a P� , li Y ANN BASKIN DOROTHY ANN BASKIN Signature of Notary ; o�PZ ;., , gnature ofNotary ,.`"a"r a"�., ;r rotary Public -State of Florida ; o��,. = :: * « Notary Public - State of Florida iQ14PORTANT NOTICE:My Comm. Expires Oct 2, 2016 ,,+c ; «My Comm. Expires Oct 2, 2016 �or Commission # FF 015226 :;;J P: Commission # FF 015226 Bonded Through National Notary Assn. '�F ;°`� T r al Notary Assn. If a contractor is acting a required. Eac If applying for the Building Permit as an owner builder, the owner shall personally appear to sign this 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, aryl the owner of the following described property: n ia"J� Part of 3414-501-1701-000/9; Section 26, Townshi-p 36s & Range 40E (Tax ID/Legal description/Address) .for which I have applied to St. Lucie County for a Final Development Permit. 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 sball 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 neither obliged nor liable to provide for, or maintain in any form, adequate drainage off rely property which wi.11 not adversely affect the immediate community. Matthew Lyle Wynne l `\ Property Owner Name O;perty SJwneX°�Slganatu e Date STATE OF FLORIDA, COUNTY OF St. Lucie ACKNOWLEDGED BEFORE ME THIS Q1'h_ DAY OF \'��A a 20A gYMatthew Lyle Wynne _WHOISPERSONALLYKNOWNTOM.E 13WHOHAS PRODUCED AS IDENTD71CATION. SIGNATURE OF NOTARY TYPE OR PRINT NAME OF NOTARY NOTARY PUBLIC TITLE SUSAN MAGEE :,. MY COMMISSION # EE 037286 ., EXPIRES: February 23, 2015 o 4�` Bonded Thru Notary Public Underwriters COMMISSION NUMBER (SL•AL) Search Results for Map Page 1 of 1 Home About This Site Lat/Long Finder Related Resources Sponsors About ATC Contact Search Results Latitude: 27.3185 Longitude:-80.3086 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 ' :f: Konsas s T � Illinois Ohio VPennsylvanim o Massachpsatts Indiana Newayork Rhode t lh-fib West T Connecticut Missovii R � a? Virginia t' Kentucky uagima New Jersey Tennessee North Delaware nrltanaas Gamltma � tMissassappi � Ca of na �Distrct o aryland ;P �' Alabama ' `�' CplumWa , o xLo tsiana Hoastgiis`41` - Floritl - Havaria •' Dominican Republic PNjro au Prince ASCE 7-05: 140 l Guatemala ' ASCE 7-93: 100 Guatemalao Hondtmi ' • Caribbean t�tcaragua'. Sea N, 'MPH(Milesper hour) �AAaracef4L4: 094GpN§lNE "MRI Mean Recurrence Interval (years) Users should consult with local building officials to determine if there are community -speck wind speed requirements that govern. Download a PDF of your results M —I 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... 4/23/2014 MI_4.a a iw�� Al how «�4 wltt� . n 5E}SPa isY�}SWaY _ � 7* i 7 SE3M aYLn Poft; Lucie, FL, 952, USA ' w '$E Way 'CAM, ` ...�.p 3.� v�r -�.4➢T 9a. CQb Sri+ tws �I s .° �N pAetfilerrene rn3lvtli^S 't'X•... � �%yam °. ` � � ' � IoLZIEw . GOOSIe iearth JOSEPH E. SMITH, CLERK OF( (CIRCUIT COURT - SAINT LUCIE COUNTY FILE # 3918277 OR BOOK 35,9tl PAGE 282, Recorded 01/24/2014 at lb';,-. AM tl 17:il dl+a:r l.. lr:•+'i .e+l ln ... it:ln'J"i•. J i PERMIT NUMBER r NOTICE OF COMMENCEMENT iThe hereby given notice that improvement will be made to certain real property, and in •ccordanet Witt+ Chopicr 71 J. undersigned Flonda statutes the following information is provided in the Notice Of commencement, 1 I DESCR7TIn7v OF PR OPERyy (L gal description and street address)TAX FOLIO NUMBER'-3_4_L9 —S01 —1 701 —0009 s LOT BLDG 0NJ- SUBDJVIStON SpaiJishB .0 -k R TACT 7• -Ewk-e-u 6r T.ownshio 365 Ranoe 40F Section � y Re lacement of Mobile Home _�--• 2 GENERAL DESCRIPTION OF IMPROVEMENT: p 3.OWNERTNFORMA7JON: a Name b Address 8000 S. US11 Suite 402r PSL, FL 34952 c.+merest inprope:+y ! d. Name and address Of fee simple titleholder (if other than owner)__, _ 4 ('r1NTRAr:TnR'S NAME. ADDRESS AND PHONE NUMBER: ��-7•A�J ��SP��- F' `\� `.,Sze `n 011C.�a .�'�\�.-";- y 5. SVRETv•S NAME, ADDRESS 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 wham notices or other documents may be served as provided by Scclion71313(I)(a)2..FloridaStalules: Doug .Brantley 1 Silver Oak Or. PSLJ FL. 201-8418 ( NAME, AODstESS AN0 PHONE NUMBER: i g In addition to himself Or herself, Owner designates the following 10 receive a copy of the Uctior's Notice as provided ii+ Scclion 713.13 (1)(b), Flonda Statutes: NAME, ADDRESS ANO PHONE NUMBER: 9 Expiration date of notice of commencement (the expiration date is I year from the date of recording unless a diff'erenl dart +s Isptciried) , 20_. THE EXPIRA710N OF THE NOTICE n.� rnM ML•NCEi+neNT S w wNER ANY PAYMENTS MADE BY THE OWNER AFTER AAE sPAOPER PAYMENTS UNDER CHAPTER 713 PAR7 1 SE (71ON 711 1 ORIDA c7 AT Tl Ec AND CAN RECUt_l 0v YOUR PAYING TWICE F MPROVEMENTS TO YOUR PROPERTY, A NOTICE OF COMMENCEM EIvC MUST OE Rl_cOR F N CONSULT WITH V OUR POSTPOSTEO ON THE TH f F N T N R RAN ATT RN EY B F MEN W R R C DWY U F M 'N T Matthew Lyle Wynne, V•-PrP5lLient Print Name and Provide Signatory'sl':tic/omcc Sign -At Ownc or O+rncr's Authwised Otricer/Dircclor(Portner/Manager 1It State of Florida County of - [- 11 r i e �i¢nfu %}•� 20.1 ' The foregoing instrument .vas acknowledged before me this day of . g Matthew Lyle Wynne as ��ILf—Y�it�SfBENT y (Type of authority.. c.g: Owner, officer, trustee, attorney raU) (Name of person) For Wynne Buildinci Corporation Personally Known I I the following type b( Ill (Name of pany on behalf of whom instrument was executed) produced 0 c of f MUI /AtlMMI i Nohry rn. E l res 0, Nbfk t 1 Jn o J+-r� { N f4 nrA) 1(� f}S Kira f a4-4A:. My ortmm. ton 0 OUt 2, 2010 -h d.•` Commlaalan t► FF O1S220 (Printed Name of Notary Public) (Signature of tttry Public) 1""I'• • ;d•'• q-,:- 1 Thiough NallOnal NObfy Also. (i Under penalUcs of perjury. I declare 'Thal 1 have read the foregoing and Thal the facts in it are live to the best of my kno.vietlge and • belief (section 92 525. Florida Statutes). ri ii Signu of O Or Owner(s)' Authori d O(fiter/Dircclor/Partncr/Mnnagcr who signed nUOvc. B y: By • R.. 0usm1o011a..o.a..,p STATE OF FLORIDA ST. LUCIE COUNTY THIS IS TO CERTIFY THATTHI6 is TRLIE A CORRECTCOPYOF1 ORIGIN CLERK Date: JANOT, 2014 MIN. SETBACK REQ. 1 FRONT DI SIDES ioZ CNRSIDES ISM_ REAR ZNG.�� TECH. ols -x THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLY CODES. I CHIBA o WE 2h I CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD CONTRACTOR: TRI-COUNTY ALUMII INC. 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 - Patio Cover: Non -Habitable, Unconditioned Foundation Design 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 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 ofthe 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 +/- l% - 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 A185 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 AND___ �OSURE HAVE } THESE PLANS BEEN DETERMINED USING THE ADVANCED 0 ARE SUBCT Tp D ALL PROPOSED I/►�p TECHNOLOGY COUNCIL'S WEBSITE Rf'QUIRED By FIELD AYCOR TIONS AND GOOGLE EARTH. MAY SE ED By IELD III! ORDER INSPECTORS THAT FILE U VY GOMOLY VVItM ALL APPLICAOLC; d00% cqv ---- ---- --- ---- 2X5SMB 4TH WALL L O M 2X5SMB O Z 4TH WALL x a 2X5SMB a Er END is � BEAM to Q_ A-2 2X5SMB ---- A-2 ---- EDGE BEAM 160-4" 8,-2" L 89-2n 12'-0" O C-4 >_ � y. Co o um m a4C 0. PROF SSIONILSFAL` t _ 1'-0" F CF��i:a %.atdS�dei i7�i�EeG ' ` ')• aP f F-' c�a�dtiirst^: Sim CODE, O 1 O $T,, LUGI8 Q0UN%Y BUILDING DIVISION REVIEWED. FOR COMPLJA g REVIEWED BY DATE 4 FLANS AND PERMIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE�MADE CONCEALED FASTENERS OR A 77A CHMENTS ARE THE RESPONS191L11yOF THE CONTRACTOR ORRECORO cc W W Z Li C7 C : w (7 0 to Z C) O 'Z N Z sa LL W Q O W it cc �N o a- LL Z " S 0 $ H z Ze Q co w �, Z �Q� U Z Z 0 0 to W Mur" J N to LLJ OC 0 W Q r U u.LQD U LU ED U) o C0 OC w0� d ofr--mLL DRAWN BY EB DATE DRAWN 05/08/14 REVISION A - 0 - SHEET NO: A-1 ALUMINUM MEMBERS DIMENSION"& HOLLOW SECTIONS • • ' �� 2 x 2: 2" x 2" x 0.046" 2x3: 2"x3"x0.050" t•f, ltd$ �€ L+' u USE �{f'� 4��zyN�e6� `�� yj V�� i;., �� 2 x 4: 2" x 4" x 0.050" g p�;�� 1 LE/ 2x5: 2"x5"x0.050" PP�a �n�e pp �� 'd��`^' �� IU �' � O �- OPEN BACK SECTIONS 1x2: 1"x2"x0.040' CODS. LZtf Ui �' �� y � 4` •�(NEOPRENE x 3: 1"x 3" x 0.045"�� I � FACED/�SNAP SECTIONS I 3" x V x 0.126' WASHER EA. PANEL2x2Snap: ik� 2"x2"x0.045" POST /j �L 2 x 3 Snap: 2"x3" x 0.050"•••y2 x 4 Snap: 2" x 4" x 0.045"SELF MATING (SMB) (2) 3/8" DIA CONCRETE 2 x 4 SMB: 2" x 4" x 0.044" x 0.100" SCREW ANCHORS I I 2 x 5 SMB: 2" x 5" x 0.050" x 0.100" 3 CONC. EMBED) 3" x 3" x 1/8" EXTRUDED " LJJ Lu 2 x 6 S MB: 2" I I POST BASE W/ (2) 3/8" x 12" RISER Z W 2 x 7 SMB: 2" x T' x 0.05T' x 0.120" " " DIA. THRU BOLTS PAN PANEL C7 a x 8" 2 x 8 SMB: 2x 0.072" x 0.124 2 x 9 SMB: 2" x 9" x 0.072" x 0.124" (3) 3l8" DIA LLIz a Cc, C7 x 10 SMB: 2" x 10" x 0.092" x 0.398" THRU BOLTS -i MINIMUM FASTENER EDGE DISTANCE: 1/2" a; ":. , �' ; Z ui MINIMCIM FASTENER SPACING: 3/4" 2" x SMB Z CONCRETE SCREW ANCHOR: *4 ^ s *' 7 ° 3'x3"x0.12V' W to V Z =' LL SRvIPSON T1TEN HD OR EQUIVALENT * POST LLJ ; c SHEET METAL SCREWS (SMS): O Lu s ITW / BUILDEX OR EQUIVALENT d N s B THESE PLANS AND ALL ROPOSED WORK 3" x 3" POST TO CONCRETE CONNECTION DETAIL-- SUBJECT TO ANY C ORRECTIONS S A-2 SCALE: NTS REQUIRED Ul FIELD IN. PECTORS THAT RISER PAN ROOF TO POST CONNECTION MAY BE NECESSARY IN ORDER TO A-2 SCALE: NTS COMPLY WITH ALL A.PP ICABLE CODES. CONCEALED FASTENERS OR ATTACHMENTS U "s J W cd J � � ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD y fn a Z z E �� aW�J9, 0 z _°`� Z o3nn c (4) #14 x 3/4"SMS W/ NEOPRENE FACED FLASHING (4) #14 x 3/4" SMS W/ 3" x 12" RISER Z N LLJ o FLASHING WASHER EA. PANEL NEOPRENE FACED WASHER EA. PANEL PAN PANEL 3" RISER PANEL 3" RISER PANEL I --- • VI cA LL! — — ---- •cc • I • I EXISTING L1J (4) #14 x 3/4" SMS W/ NEOPRENE FACED EXISTING 2" x 5" SMB BUILDING • • i' V WASHER EA. PANEL I BUILDING END BEAM • I / • ram'LU (3) 3/8" DIA. I • I I I — — — I v Z co Lo -W-f p } rn THRU BOLTS I 2" x 5" SMB 0 55 Q w c") 2" x 5" SMB I _ _ _ _ I I 3" x 3' x 0.125" I I 1 1/8" x 2" x 3" x 0.092•' ALUM d u nuj 0•, -1 3" x 3" POST I I I 1 1!8" x 2118" x1 1/8" x 0.050" ALUM RECEIVING CHANNEL I I POST I RECEIVING CHANNEL W/ (4) x EACH SIDE OF I I DRAWN BY W/ (5) #12 x 3/4" SMS EACH I I BEAM & (3/8" DIA. THRU BOLTS BOLTS INTO POST EB / SIDE OF BEAM & (3) 3/8" DIA DATE DRAWN THRU BOLTS INTO THE POST - - r (3) 3/8" DIA. 3/8" DIA. THRU BOLT THRU BOLTS 05/08/14 2"x 5" SMB REVISION `S-� RISER PAN TO POST 4TH WALL DETAIL 3"x 3" POST S-2 ISER PANEL TO CORNER PC)sT 4TH WALL DETAIL S-3 RISER PANEL TO CORNER POST CONNECTION A-2 SCALE: NTS A-2 SCALE NTS A-2 SCALE: NTS SHEET NO: A-2 THESE PLANS AND ALL PROP-SED Wy lli' ARE SUBJECT TO ANY fiORrECTIONS REQUIRED BY FII:LL� I' SPECTHti T MAY BE NECE=Sf;Ry { '2 --DER TO ` COMPLY W ITH ALL APPLICA5L.E COOED S. a g :' ,l Tg WITH THi_ E , IDA ID CODE. CONC'EA�EQ FASTENERS OR ATivmENTS p,REvERESPONSlBU CORD Of VE CONIMCTOR Of RE i z�; Z. 0 0 ` \el • /f PROFLSSMALISUL c I C f i 3" RISER PAN ROOF PANEL ::: SELF -MATING BEAM -------- ------------ I I I I 16" I I — — — — — — — — — I I I I I I 16, I 2"x2" �� I I 3" x 3" x 0.125" KNEE BRACE �� I I UPRIGHT • I I 1" x 2 1/8" x 1" x 0.063" I RECEIVING CHANNEL I I W/ (3) #12 x 3X' SMS EA. FACE & (3) 912 x I I 3/4" INTO POST I I I I S-4 KNEE BRACE CONNECTION DETAIL A-3 SCALE: NTS OC w W Z LL to W fro Z p O z Z EA 0 rn Z :3 LLI LL � C3 0 O d t; aL z U S � C7 o a Z o$ 1—z n LA Cc � O Lu 'I U F umi umi u a Z C7f (Z�� 3nV D Z � J - c cc N LLI 4 9 N N LLI � W Q U¢ J N Lu 0��rn a~ cc � w�0-j d Wr-a.LL EB 05/08/14 REVISION i - n - d SHEET NO: A-3