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HomeMy WebLinkAboutSUBMITTED PAPERSOFFICE USE ONLY: Date:q',A "/q I Fee Due: Receipt# Permit # PLANNING & DEVELOPMENT SERVICES �� BUILDING & CODE REGULATION DIVISION • 2300 Virginia Avenue x , Ft Pierce, FL 34982-5652 �C B�N�� 772-462-I553 St Lucie CQ�n APPLICATION FOR ALUMINUM STRUCTURES PERMIT ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED PROJECT INFORMATION I. LOCATION/SITE ADDRESS: 2. PROJECT NAME.QD CN►.4 CSI, b ,.`ghg 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 IA � V-*' 7. SETBACKS (ACTUAL) FRONT:_ BACK: _�© RIGHT SIDE: _LEFT SIDE: 8. TYPE OF STRUCTURE (CHECK ALL APPROPRIATE BOXES FOR EACH AND EVERY TYPE OF STRUCTURE) TYPE OF CONSTRUCTION N = New A = Adldition It = Rebuild SG =. Slab onOrade ' SR =Raised Slab. WD=-Woad Deck DDdEENSIONS SQUARE FEET OF CONSTRUCTION ❑ SCREEN ROOM ❑ ' NEW `❑ EXISTING X CARPORT/PATIO ROOF ❑.;NEW ; EE}CISTING XQ ❑ 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 WASTING ACCESSORY STRUCTURE ❑ NEW ❑ .EXISTING X ❑ OTHER: ❑ NEW ❑ EXISTING X ❑ ALUM POOL FENCE Linear feet 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 am 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-M Rev.00&2010 6 OWNER INFORMATION NAME: i .lJ 0 0 t L ADD S• S CITY: u G C' STATE:- ZIP PHONE (DAYTIME): %( 7 j / ' S I 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: CTTy; STATE: ZIP PHONE (DAYTIME): CONTRACTOR INFORMATION � 2 qqq r STATE OF FLORIDA REGJCERT #: �-� c�/� ST. LUCIE COUNTY CERT #: BUSINESS NAME: t 4 QUALIFIER'S NAME: ahoC� ADDRESS: aa caa D 1,2C/ zF Q STATE: C. ZIP CITY: ( f ' �I'% NAX % � U � elm : 1 i C G4 L/ bc, PHONE(DAYTIME): (� 1�+ No. i ARCHITEGTIENGINEER: 1 G c� ADDRi(D CITY: t i�%! STATE: i`� zw �' f 0 PHONYTIME): S 3' NOTE: IF APPIdCABLE, SUBCONTRACTOR AGRF109Mn MUST BE ATTACHED TO APPLICATION FOR ROOFING. ELECIBIC, PLUMBING, ANDHVAC 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 sip, dimensions of existing host structuM and proposed aluminum addition. All sacks 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 arras to be reconstructed. One pictme must include house address number for inspection verifec atiorL ( not required for construction unrelated to storms) OMCE.VSE ONLY SECTION TOWNSHIP RANGE MAP NO. Additional ZONING LAND USE LOT CVG % Permits REPORT G1 q BIMS FEE $ MEC RES $ TOTAL FEES CODE t bG. & EV' VMMOFCONSTRUCTION Mbff VENATION USINGICCTABLE DATECOMPLETE MIME LnuriAIS E MW 19 .. I I 1 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 YOURNOTICE 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 aIl 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 anderstand.that separate permits maybe 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 conditioifto withstand the uplift and weight of aluminum structure and said<structure will not ex theFoovd0t of the structure"that was in existence prior to remov, the storms. ftfft O CTOR SIGNATURE; C STATE OF FLORIDA COUNTY OF t t G [ e The foregoing instrumentwas: acknowledged before me me this lI day of ��°T%nbCx., 20, / by T A-7)Q l c < �/ / )5X.9N CCtX w who is personally :kno." _tL to me, or who has produced as identification. - p )fY ANN BASKIN Sigftwreomo ; �PaYPao'%, �A'v'P DOROTHY A N BASKIN t aaor ��� ; No Public -State of Florid8i ofNo�y , �P „e,, * * , My Comm. Expires oct,2 2016 �_°. `� Notary Public -State of Florida IMPORTANT NOTICES - N�9 e ° Commission # FF 015226 :;. x : ; •= My Comm. Expires Oct 2, 2016. ou National Notary Assn. ="yf Commission # FF 015226 • TWO (2)'SIGNA S ' ;MUST -BE- TA` bFn4�RIroN�IQiRfalAlo�llip$sn BUILDING PERMI O RBUILDER THE OWNER''MUST P .. . LISTED ON THE FRONT OF THE APPLICATION, TO,SIGN THIS APPLICATION & THE OWNERBLDR AFFIDAVIT: • ALL SIGNATURES ON APPLICATION SUBMITTED SHALL BE ORIGINAL, SIGNED IN INK. COPIES, FAXES, OR STAMPED REPRODUCTIONS ARE PROHIBITED. • WHEN A PERMIT IS AVAILIBLE FOR ISSUANCE BUT IS NOT PICKED UP WITHIN THIRTY (30) DAYS AFTER NOTIFICATION OF AVAILIBILITY, IT WILL BE VOIDED. IF THE APPLICATION IS RESUBMITTED, AN ADDITIONAL FEE WILL BE CHARGED. JOSEPH E. SMITH, CLERK f HE CIRCUIT COURT - SAINT LUCIE COUN FILE # 3997380 OR BOOK 4 PAGE 476, Recorded 09/23/2014 at'__ 151 AM T 0 AFTER RECORDING -RETURN TO, PERMIT NUMBER: Thia fllrvcc is r-t—d Tur rr6rdl,q hdv L J r NOTICE OF COMMENCEMENT The undersigned hereby given notice that improvement will be made to certain real property, end in accordance with Chapter 713, Florida statutes the following information is provided in the Notice of corruneocement. description and street address) TAX FOLIO NUMBER:1 3 01-11 1 — 00 01— 0 00 —$ TRACT LOT BLDG UNIT Fast 3c of section 1 township 34s Range 39E 2. GENERAL DESCRIPTION OF IMPROVEMENT: . 1 n9 IP urnpixe reeaer 3.OWNER INFORMATION: a. Name h ♦anr... 8000 S. US1,. Suite ._402a.PSL, FL 34952 c,interest inproperty d. Name and address of fee simple titleholder (if other than owner) 4.CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: Wynne Development Corporation 8000 S US1, Suite 402, PSL, FL 34952 777—R7R-5511 5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: 7. Persons within the Slate of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 (])(a) 7., Florida Statutes: John Brennan NAME, ADDRESS AND PHONE NUMBER: 1 Las Casitag Ff Pi PrrP Fr 34951 7 2 2 — 4 6 6 1553 B. In addition to himself or hmelf; Owner designates the following to receive a copy of the Uenor's Notice as provided in Section 713.13 (1)(b), Florida Statutes: ' NAME, ADDRESS AND PHONE NUMBER: 9. Expiration date of notice of commencement (the expiration dale is 1 year from the date of recording unless a different date is specified) ,'20_ . Matthew Lyle Wynne, Vice —President ce Signature of Owner or Print Name and Provide Signatory's Tilld= Owner's Authorized ORcer/Director/Partner/Mamger State of Florida County of Ft. T.nrie The foregoing instrument was acknowledged before me this �L_day of �) .B Gr.G —• 20_L�_ g Matthew Lyle Wynne ,as ILIA �REsrn� �r y (Name of person) (Type of authority...e.g: Owner, officer, trustee, attorney in fact) For Wynne Building Corporation . (Name of party on behalf of whom instrument was executed) Personally Known Zorpreduced the following type ofTD: DOROTHY AN:NA KIN Q r p t Notary Public - StateFlorida 040-m N �,,,,, IC/f}6ti'i� ,• t My Comm. Expires2, 2018 y •PS commission ri5226 (Printed Name of Notary Public) (Signature of tary, Public) 1J :trE,�w �.:•' Banded Through Natary Assn. Under penalties of perjury, I declare that I have read the foregoi and that the facts in it are true to the best of my knowledge and belief (section 92.525, Florida Statute Sign. ncr(s) or Owner(s)' A orized Officer/)irector/Partner/Manager who signed above: By: By R... oenarroot(R«udi.rl STATE OF FLORIDA ST. LUCIE COUNTY THIS IS TO CERTIFY THAT THIS IS A TRUE AND CORRECT C PY OF THE Ay • E. SMIT O'puty ark Date( SEP 2 3 2011) Search Results for Map Page 1 of 1 Home About This Site Lat/Long Finder Related Resources Sponsors About ATC Contact Vehicle Tracking Software navmanwireless.cam/Specialist-Quote Track, Manage Your Company Vehicles Boost Fleet FOI. Get a Quote Today! Search Results Latitude: 27.5433 Longitude:-80.3886 ASCE 7-10 Wind Speeds (3-sec peak gust MPH'): Risk Category I: 145 Risk Category II: 157 Risk Category III -IV: 168 MRI" 10 Year: 87 MRI** 25 Year: 106 MRI" 50 Year: 118 MRI"' 100 Year: 129 ASCE 7-05: 138 ASCE 7-93: 99 'MPH(Miles per hour) *MR] Mean Recurrence Interval (years) Users should consult with local building officials to determine If there are community -specific wind speed requirements that govern. LrJ 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 • AA }plied 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... 8/22/2014 I P: cvgJ1.)f- f !�- b,n r".- 1 I%C-e ���1e i-'�6 4310k." CONTRACTOR: TRI-COUP;,_ ALUMINUM, 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 C 4. Building Category for Aluminum Structures, Paragraph 2002.6: Building Category 1- Patio Cover: Non -Habitable, Unconditioned 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 1. Roof Type: MONOSLOPE 2. 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 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 +/- 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 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 he provided by the contractor. 10. Door location shall be determined by contractor in the field. WIND I _ D AND EXPOSURE HAVE BEEN DETERMINED USING THE ADVANCED TECHNOLOGY COUNCIL'S WEBSITE AND GOOGLE EARTH. 10'-0" I 0 I 4TH WALL 2X3 END BEAM 2X5SMB EDGE BEAM 1'-0" CONCEALED FASTEN�R� OR ATTACH�lEP� ARE THE R�SSpONSIBIt�TY 4F THE CONTRACTOR OF RECORD EXISTING HOST 3"X12"X0.030" RISER PAN END 2X3 �••'. pL� Z : U_ i �A•' �.••�d0 PR 2X3 KNEE A_3 BRACE(TYP) rn rn 0 0 rn 0 rn 0 rn 0 X X X M M X to X M rn A-2 THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY COWECTIONS REOJIR15D BY ME:L9114SPECTORS THAT MAY BE RECE-96ARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, 0 w m 0 Z a tL 0 0 oc U' Z w in I m 10'-0" 10'-0" -A ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR COMP REVIEWED BY DATE O PLANS AN PE IT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE Ir w w Z LU (9 a Z Q w (g o a C Z OW O �z LL, Ln Z U- > O W N o CL N LL Z (, ., J � J � x Q ~ I� Zso Zmo ao Vi = t—.98 Q LLI O LLI Z C9 0�=� :3Z '- N LU NQ U U c 0 6i Ln a Of O W C� p Q z 0 w d U H U 5- MWW- %ZZ�� O }}5SC0W� CL 7!gU-LLLL DRAWN BY AG DATE DRAWN 08/29/14 REVISION SHEET NO: A-1 Ah ALUMINUM MEMBERS L_._NSIONS pr \ I i I /�i• HOLLOW SECTIONS 2x2:2"x2"x0.046" 2x3:2"x3:x0.050 \\ L'�'��3 COPY 2x4: 2"x4"x0.050"2x5: " 2"x5"x0.050" OPEN BACK SECTIONS 1x2: 1"x2"x0.040" 1 x 3: i" x 3" x 0.045" a Z° U - • , j: (4) #14 x 3/4" SMS W/FACED SNAP SECTIONS 3" x 3" x 0.090" WASH RNEA. PANEL 2 x 2 Snap: 2" x 2" x 0.045" 2 3 Snap: 2" 3" 0.050" I POST eC •' ' "• •' • Gj x x x 2 x 4 Snap: 2" x 4" x 0.045" f " " ° �✓ �� PRb .�� SSiSN a• SELF MATING (SMB) (2) 3/8" DIA CONCRETE J) y i) I l 2 x 4 SMB: 2" x 4" x 0.044" x 0.100" SCREW ANCHORS CC 5 2 x 5 5 SMB: 2" x " x 0.050" x 0.100" (3" CONC. EMBED) I I 3" x 3" x u8" EXTRUDEDLLI LLJ 2 x SMB: 2" x " x 0.050" x 0.120" 3B" I I -PODIA PANEL R Lt l 2 x 7 SMB: 2" x 7" x 0.057" x 0.120" THRU BOLTS) _Z Vr O. (D 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" (3) 3/8" DIA. W Q O 2 x 10 SMIi: 2" x 10" x 0.092" x 0.398" THRU BOLTS Q Q MINIMUM FASTENER EDGE DISTANCE: 1/2" ffi: a ° - t• ; Z 0 ui MINIMUM FASTENER SPACING: 3/4" 2" x SMB O z a', • •e " d` uw �—� CONCRETE SCREW ANCHOR: Qa .. ^ ' , '. 3" x 3" x 0.090" POST IN/I Z Lu LLI SIMPSON T1TEN HD OR EQUIVALENT •` LL > c SHEET METAL SCREWS (SMS): 0 W CC ITW / BUILDEX OR EQUIVALENT d N B 3" x 3" POST TO CONCRETE CONNECTION DETAIL S A-2 SCALE: NTS RISER PAN ROOF TO POST CONNECTION A-2 SCALE: NTS CC G THESE PLANS AiND ALL PROPOSED WORK z_ ARE SUBJECT TO ANY CORRECTIONS � J a _ I OHS THAT .� m MAY BE NECE96ANY IN UDDER TO Q z o COMPLY WITH ALL APPLICABLE CODES. � � �mao ui a W -LL N N O W mm z W h N W U p~p Q N N = yr Z 0 ^3^^ o (4) #14 x 3/4" SMS W/ = Z o NEOPRENE FACED FLASHING (4) #14 x 3/4" SMS W/ 3" RISER N W FLASHING 'WASHER EA. PANEL NEOPRENE FACED WASHER EA. PANEL PANEL 3" RISER PANEL - 3" RISER PANEL I J IY/ ---- I --- • D_ Ln N D� W O • (D I 2" x 3" • I EXISTING 0 z O (4) #14 x 3/4" SMS W/ END BEAM BUILDING /' • Q LU LLI NEOPRENE FACED WASHER EA. PANEL EXISTING • I C) W �BUILDING� — — — — _ — • 07 () LL (3) 3/8" DIA I I I W ZIll Z 0_ 0 cr THRU BOLTS I 2" x 5" SMB O Z< ix cl) 2"x5"SMB I 3" x 3" x 0.090° 1 1/8" x 2" x 3" x 0.097 ALUM Un O J d LL LL 3" x 3" POST I 1 1/8' x 21/8" x1 1/8' x 0.050" I POST RECEIVING CHANNEL W/ (4) x SMS EACH SIDE OF I ( DRAWN BY ALUM RECEIVING CHANNEL W/ 912 3/4" SMS EACH I BE & ( BOLTS BEAM 8 (3) 3/8" DIA. THRU BOLTS AG (3) x INTO POST - - IA SIDE OF BEAM & (2) 3/8" D. DATE DRAWN THRU BOLTS INTO THE POST - - _ (3) 3/8" DIA. 318" DIA. THRU BOLT THRU BOLTS 2" x 5" SMB REVISION S-1 RISER PAN TO POST 4TH WALL DETAIL 3"x3" POST c 3 RISER PANEL TO CORNER POST CONNECTION i - SCALE: NTS ISER PANEL TO CORNER POST 4TH WALL DETAIL SCALE: NTS A-2S-2 SCALE: NTS A-� /'�-2 SHEET NO: A-2 E 7. Z PRO FESSIOFlALS�EWL L LLI LLI z LL � C LLI�o z Q LL Z 0 C0 c LL wz G W z LL LLI 0 uJ 'a O N a THESE PLANS AND ALL PROPOSED WORK ARE SJJBJcCT TO ANY CORRECTIONS REQUIRE0 BY PIcLD IUSF'ECTORS THAT MAY BE MEC£96MY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. 3" RISER PAN ROOF PANEL SELF -MATING BEAM -------- ------------ I i I I I 12" --------------- •�• 1 I ♦ ♦ I I I I 1 I I I I I I 2" x 3 `♦ `� I I 3" x 3" x 0.090" KNEE BRACE �♦ I I POST I 1"x2v6'x1"x0.063" 6. RECEIVING CHANNEL I I W/(3)#12x3/4"SMS 1 EA. FACE & (3) #12 x I I 314" INTO POST I I I I S 4' KNEE BRACE CONNECTION DETAIL A-3 SCALE: NTS U 0 z oR tM0.m L/) moo w Q LJJ m J -4 m 0 LU t; � Z Z zHn s to Lu u 1-" a N 0 LLI � U f0 U Q Z Es LL, Q a U J mLWLLU Lu Z z a 0) Z � 0 —Ln LL OU- DRAWN BY AG DATE DRAWN 08/29/14 REVISION SHEET NO: A-3