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HomeMy WebLinkAboutSUBMITTED PAPERSOFFICE USE ONLY: b/ Date: 6a,, Fee Due: Q* - Receip Permit # ' PLANNING AND DEVELOPMENT SERVICES DEPARTMENT Building and Code Regulations Division1-21 ) 2300 Virginia Avenue Ft. Pierce, FL 34982-5652 772462-1553 8Cq Application for Aluminum Structure Permit St g)'�I) All information must be complete and filled in to be accepted. �40jq PROJECT INFORMATION 1. LOCATION/SITE ADDRESS: ��� t�9✓1 [�� L��� 2. PROJECT NAME: SITE PLAN NAME: a 3. PROPERTY TAX ID #:�7 4. LEGAL DESCRIPTION (attach extra sheets if necessary): 5. PLAT BK PAGE BLOCK LOT 6. PARCEL SIZE: ACRES/SQ FT. 1 / LOT DIMENSIONS 7. SETBACKS (ACTUAL) FRONT: " [ 1O BACK: Q / RIGHT SIDE: i_ LEFT SIDE: 8. TYPE OF STRUCTURE (CHECK ALL APPROPRIATE BOXES FOR EACH AND EVERY TYPE OF STRUCTURE) N 4SP SG o SQUARE FEET OF TYPE OF CONSTRUCTION A = Addition SR = Raised Slab DIMENSIONS CONSTRUCTION R = Rebuild WD = Wood Deck BEEN ROOM NEW ❑ EXISTING X / (D 101 o? CARPORT/PATIO ROOF NEW ❑ EXISTING / X ao 3 I a ❑ HABITABLE GLASS ROOM, ❑ NEW ❑ EXISTING X ❑ CAT 1,20R3 ❑ 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 TOTALSQUARE FOOTAGE OF CONSTRUCTION (12 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 0410612011 w OWNER INFORMATION (ice- LV 9- NAME:- 1nV, ADDRE S:S44 ?- CITY: A 1.' � STATE: F� ZIQ PHONE (DAYTIME): (779) 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 /� �/ °��`� � STATE OF FLORIDA REGJCERT #: } ST. LUCIE COUNTY CERT #: cXc BUSINESS NAME: 1 i �� QUALIFIER'S NAME: - ADDRESS: C CITY: �� ' II' (e 11 STATE: L ZIP �i Cs Z // �IQ'''rI'�9AXNO. 77� CP(`, email: PHONE(DAYTIME): ( - c::> AADDRESS: ARCHTTECT/ENGINEER: 1 l�'1 (.(:-) 0. i 1 3 30 h �' �' }J, 24.c�-L ! (7 r 11 CITY: i . U1 STATE: l ZIP PHONE (DAYTIME): CM--i-3 a`-' `7 O Cy') 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) -6010E. USE -ONLY SECTION TOWNSHIP RANGE MAP NO. Additional ZONING LAND USE LOT CVG % Permits REPORT 90 Q BIMS FEE $ MISC FEES TOTAL FEES $ CODE FRONT PLANS VALUE OF CONSTRUCTION REVIEW COUNTER ZONING SUPERVISOR EXAMINER VEGETATION USING ICC TABLE DATE COMPLETE 4 INTTIAIS Cc 00 40 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 eidsting 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 CONTRA OR SIGNATURE CONTRACTOR KI—GIZATURE STATE OF FLORIDA, COUNTY OF ST. "c gc The foregoing instrument was acknowledged before me me this day of I%i p-y , 20 f y , by pA- L C-9 )Av va bt lFWaA) cis c� who is personally known to me, or who has produced as identification. Signature of Notary U iPA-Y PV6DOROTHY ANN BASKIN .`' =r°. `? Notary Public - State of Florida EWPORTANT NOTICE: My Comm. Expires Oct 2, 2016 Commission # FF 015226 If a contractor is act' as�� F`�i�� fo@c®1►®� 1Mtn If applying for the B t n t Ts Mi dwirer-DwIllcler,-T application and the Owner Builder Affidavit. STATE OF FLORIDA COUNTY OF217" ca the foregoing instrument was acknowledged before me me thisday of %jiy� , 20 t y , by P,4TXtGrC --Ay&N who is personally known (___) to me, or who has produced D A l ✓ZX4 LlGE�+S� as identification. &W L'- (Seal) Signature ofNo �.��"ii,'ar'P'e", DOROTHY ANN BASKIN Notary Public -State of Florida :• . •e My Comm Expires Oct 2, 2016 are required. Eac sf °Ps4alf dig `r! � i �cf. 015226 onr, nr ational Notary Assn. owner shall pers Orst 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 I, 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 Permit. In accepti.n.g this Final Development Permit, BP Number , I acknowledge that as owner of the above described property, and in accordance with Section 7.04.0.1(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 ne.iCher 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 Lvle Wvnne Property Owner Name Proper`t_yti�Owne.r'�S igna tur_e STATE OF FLORIDA. COUNTY OF St - Lucie . ACKNOWLEDGED BEFORE ME THt 1S Z� DAY OF 20`� BYMatthew Lyle Wynne HOISPERSONALLYKNOWNTOME Date WHO HAS PRODUCED i AS rDENTIFICATION. SIGNATURE OF NOTARY TYPE OR PRINT NAME OF NOTARY (S CA I,) NOTARY PUBLIC TITLE COMMTSSTON NUMBER SUSANMAGEE MY COMMISSION # EE 037286 EXPIRES- February23, 2015 Bonded Thru Notary Publtc Underwriters 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 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 govem. EPJ 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 - ApRlled_TechnofogyCouncil - 201 Redwood Shores Parkway, Suite 240 - Redwood City, California 94065 - (650) 595-1542 http://windspeed.atcouncil.org/index.php?option=com content&view=article&id=10&dec... 4/23/2014 _ t-, Eallpir + W- � ' ° 9 , �tor , r r�''�t� c'� , a. ���4-t� ylUl < �� a .a+, a C�^�° � ° < • �— � ---- El a Ids �! . �y nkC+ainmo Real t�'a a l � 3 SE H,er""nano Lin° Poll St Lrilcye, tL 309 r & 4 O r,��?m'eM o L1 ay,' ,,...at� i alt', i�! P 7° M ' on AJI h_... 'Medneuane n B1vda5. _ ... � _ .,gml ,v 50 4 � Al : , GooSte earth JOSEPH E. SMITH, CLERK'r _ 'rHE CIRCUIT COURT - SAINT LUCIE COUN.r-1--1 FILE # 3918251 OR BOOK 3598 PAGE 236, Recorded 01/24/2014 at 10:35 AM PERMITNUMSER. CHt-SlinfiU!r:•i'�iVl la•a •rr'n:laaY: •'at:' J r NOTICE OF COMMENCEMENT The undersigned hereby given notice that improvement will be made to certain real property, and in accordance will' Choplu 71 J. Florida statutes the following in fo ninat i on as provided in the Notice of co nmencemen 1. I DESCWTION OF PROPER)ry (LAgal description and street address) TAX FOLIO NUMBER' 3A 1 9 - S 0 1 - 1 7 0 1 - 000 9 SIONd S 5 �8LbC7S TRACT GOT BLDG UNIT Section.26, Township 36ni Range 40F 2 GENERALDESCRJPTIONOFIMPROVEMENT: Replacement of Mobile Home 3. OWNER WFORMATION: a. Name b Address 8000 S - US1 , Suite 402 PSLf FL 34952 c. interest in property. d. Name and address of fee simple titleholder (if other then owoer)__- 4. CnNTRAr'TnR'S NAME. ADDRESS AND PHONE NUMBER:sIxNeN N\_-sz.. �s � vim.+. S. SURETY'S NAME. AOD.RESS 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 dom contents may be served as pa'ovadck1 by Section 713.13 (1)(o) 7.• Florida Statutes: 201-8418 NAMZ,ADDt�SSANDPHONENUM.101ER:Doug .Brantley 1 Silver Oak Dr- PSLr FL- g Ln addition to himself or herself. Owner designates the following to receive a copy of the Lienor's Notice as prov,ded aai Scclaon 113.13 (1)(b), Flonda Statutes: NAME. ADDRESS AND PHONE NUMBER: 9 Expiration daie of notice of commencement (the expiration date is I year from the date of recording unless a diffcCenl date is specified) , 20_. Matthew Lyle Wynne Vice-2-5ident Signature of Owner or Print Name and Provide Signatory's •l'itic/Onicc Owner's Authorized OtLcer/Director/PartnerfManager State of Florida County of Ss. L u r- i e The foregoing instrument .vas acknowledged before me this � ytl-day of .20 By Matthew Lyle Wynne as U1L6' �RESrti,E7vT (Name of prison) (Type or authority. e.g. Owner• officer• trustee, attorney an fact) For Wynne Building Corporation ,/ (Name of party on behalf of whom instrument was executed) Personally Known V or produced the following IrVe of 113 DfflffMAMUUA == ���1l /��$� Nobly Public • fto of Flwldl• L Ylo , -i Y f-tNN iJ y My Comm. Expires Oe12, 2010 (Painted Name of Notary Public) (Signature of tart' Public) 1, r , r • .�d� Commission # FF 01522f1 .. ^^ Narnra' Nmary Assn. Under penalties of perjury. I declare that I have read the foregoing and that the facts in it are Live to the bell or any.knowit og belief (seenon 92 525. Florida Statutes). Signature(s) of Owne or Owner(s)' horned Officer/DirectorfPartner/Mnnager who signed ubovc. By: By R.• e1,3aa7oo31R.,n•m..11 §�TI ATE OF FLO? f-HIN TO URTIFYTHATTune w MIN. SETBACK REQ, FRONT SIDES CNR SIDES IS r REAR�.2 d P n6 W ZNG, h1�1''RQN-� TECH. `9-1 o �-C>Y)c ca. do ell 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: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 Existing concrete slab. No additional concrete footing or slab is required to resist the loads imnosed noon the existing slab by the proposed 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 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 I, 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 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 !W AND EXPOSURE HAVE BEEN DETERMINED USING THE ADVANCED TECHNOLOGY COUNCIL'S WEBSITE AND GOOGLE EARTH. 10' -- 3X3X0.090 I POST 2)c3 KNEE BRACE (tYP) o 3x3xo.o90 POST awl-s' 0 I io 0 0 I i10'-0* — CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD LTU WAI i ATM Wu I rT' ) 4TH WAU A-3 2X5SMB 2X5SMB ED BEMa AM EDGE BEAM EDGE BEAM 9•-0' -�'-- 9'-0'---�'-- 9' 0• --,r-- B'-0� B•-o' -0- 2X3 KNEET BRA CE ( ) 3X3XO.090 2X3Xo.045 POST (n?) 2X3X0.M5 END BEAM END BEAM 2x3xo.045 2x3xa045 END BEAM 3'ArXO.03(rEND BEAM o RISER PAN iv A-3 - H- 3X3XO.090 EDGE BEAM EDGE BEAM ' POST (TYP) EDGE BEAM 27-o' 18'-0' t 0'-0' 3X3XO.09 P POST 3'Y12'XO.030' RISER PAN 0 3X3Xo.O90 3=0.090 3X3X0.090 3X3XO.090 2X3 KNEE 3X�p� POST POST POST POST BRACE (TYP) m A-4 � tm 3X3X0.090 (� E-1X2(TYP) n POST A-2 A-2 A- 9•-0' 9'-0' S'-'r 5-4' W-4' 10'-0• 0,/-0'aCJ 0' I 3X3X POST1 J KNEE X (TYP) B'-s• --�h PO10`ST -�` 3X3XO.090 POST txz ) o i m E -+Ik s'-s• ST, LUOIE COUNTY BUILDING DIVISION REVIEWLD FOR CoCE REVIEWED BY� DATE: c� PLAINS AND PERMIT MUSTBE KEPT ON JOB OR NO INSPECTION WILL BE MADE cc w W Z LL! C7 a Z Q rn J Q � � Z O w 0 Z to Z LL >o 0 UJ o O. Vl LL G v � m u Z J !i �Zo Ln t= t q l O W R„ - N N z Z FD t; c � Z ow' o V) V) cN LU W in z p gw Q O U LU ZQI-N n pZrnrn O I- �wo� tDt: w =, O -1 n. Mc)CLlL DRAWN BY EB DATE DRAWN 05/08/14 REVISION SHEET NO: A-1 0,/-0'aCJ 0' I 3X3X POST1 J KNEE X (TYP) B'-s• --�h PO10`ST -�` 3X3XO.090 POST txz ) o i m E -+Ik s'-s• ST, LUOIE COUNTY BUILDING DIVISION REVIEWLD FOR CoCE REVIEWED BY� DATE: c� PLAINS AND PERMIT MUSTBE KEPT ON JOB OR NO INSPECTION WILL BE MADE cc w W Z LL! C7 a Z Q rn J Q � � Z O w 0 Z to Z LL >o 0 UJ o O. Vl LL G v � m u Z J !i �Zo Ln t= t q l O W R„ - N N z Z FD t; c � Z ow' o V) V) cN LU W in z p gw Q O U LU ZQI-N n pZrnrn O I- �wo� tDt: w =, O -1 n. Mc)CLlL DRAWN BY EB DATE DRAWN 05/08/14 REVISION SHEET NO: A-1 SHEET NO: A-1 • ALUMINUM MEMBERS 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" 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 SUB: 2" x 4" x 0.044" x 0.100" 2 x 5 SUB: 2" x 5" x 0.050" x 0.100" 2x6SUB: 2" x 6" x 0.050" x 0. 120" 2 x 7 SMB: 2" x T' x 0.057" x 0.120" 2X8SMB: 2"x81x0.072"x0.124" 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 (2) 318" DIA. CONCRETE SCREWANCHORS (3" CONC. EMBED) 1" x 2" OB W/ 1/4" CONCRETE SCREWANCHORB" FROM UPRIGHT & @ 24" O.C. (MIN. 3" EMBED.) CONCEALEDFASTEN[ SORATTACHMENTS ARE THE RESPO SIBNNOFTHE GONTRACTtl Of RECORD 3" x 0.090" INTERNAUEXTERNAL 3" x 3" x 1/8" EXTRUDED POST BASE W/ (2) 31W DIA. THRU BOLTS a 4• a_ 8 , O V.' G 2-- .4, e B 3" x 3" POST TO CONCRETE CONNECTION DETAIL A-2 SCALE: MS Ta. P� VANBull-Drm"ar CODER 9Ga ��� dE91tY 3" x 3" x 0.090" 1%8 C"a. . .' z w' fa _ i^ ; c /// p OFE SI aw L A�L \\% 1 1111\ % I c I I LLJ (2) 3/8" DIA. CONCRETE LLI SCREWANCHORS Z W (3" CONC. EMBED) (D fZ c 3"x3"x1/8"EXTRUDED - POST BASE W/ (2) 3/8" W Q C DIA. THRU BOLTS 3 —A(� 0 lz Q LL LL 2 Z O ui O z Z u 8• Lu Z o a a', J z W W Q ...� ,� LL C O we •b a FY I— o B-13" x 3" POST TO CONCRETE CONNECTION DETAIL A-2 SCALE: NTS CHAIR RAIL Vx1"xWx2"WIDE ANGLE W/ (2) #12 x 5/8" EACH FLANGE EACH SIDE OF UPRIGHT 3" x 0.090" C PURLIN OR GIRT TO BEAM OR POST DETAIL A-2 SCALE NTS ry Z o C G J ca D a n /� V1 Q V Z o ,g `h Q W ¢, c OW t,�ryN Z= F N N Z U Z C9 C�.�_ Z VI W .`^, u 12 N Vf W W 0 Z Q g W U J yLVW_ � Lu 0ZU)Lo O fnWWM CC W=OJ d ch 0_ LL EB 05/08/14 REVISION s _ SHEET NO: A-2 NEOPRENE FACED CONCEALED FASTENERS OR ATTACHMENTS ��t11 I!�lJ WASHER EA PANEL it ARE THE RESPONSIBILITY OF THE C� . ,.. . CONTRACT0 cm F RECORD , . : �, p co (O ' . , �_ p • Z W _ �� 3" RISER PANEL :UJ Qom: 2"x3"x0.050"TOP RAIL- _ (4)#14x3/4"SMSW/ WASHEREA.PANEL 3"x12"RISER', Z PAN PANEL i,•• IS, •,•✓)` NO ANGLE REQUIRED UNLESS SPLICED OR II / (NEOPRENE '!!�" • • •Irl CORNER -A II FACED WASHER EA. PANEL /�/p `` \\\\\ ' #10x4/LG II II F IQ� 8d4L n II II 3" x_ UPRIGHT c c SEE DWG. FOR • _ — W W C, UPRIGHT SIZE [f] Z W • a 2"x3"TOP RAILw/ SMSNTO Tx12"RISERPAN • W (� o PAN PANEL PANEL I I Q 2"x2"x3"LG — 2"x2 x3"LG _ _ _ 1 1/8" x 2" x 3" x 0.050" ALUM RECE"AI GCHANNELW/(3) Q O u x 1/8" ANGLE x 1/8" ANGLE (3) 3/8" DIA I #14 x 3/4"SMS EACH SIDE OF CC Z — THRU BOLTS 2" x SMB I I BEAM 8 (2) 3/8" DIA. THRU BOLTS INTO POST G N U V1 �, 3" x 3" x 0.090" I I Z W W Q (4) #10 x 3/4" (4) #10 x 3/4" 2" x SMS POST 1=• O SMS INTO SCREW BOSSES SMS INTO I SCREW BOSSES I I 3" x 3" x 0.090" I I (3) 318" DIA THRU BOLTS W cc N O i 2) INTO TOP RAIL ( I (2) INTO TOP RAIL I I I POST (2) INTO POST (2) INTO POST c CONNECTION AT CORNER CONNECTION AT SPLICE i i S_� S-2 RISER PANEL TO CORNER POST CONNECTION ` SISER PAN ROOF TO POST CONNECTION SCALE: NTS A-3 2 X 3 TOP RAIL CONNECTION TO 3 X UPRIGHT A-3 scALE: errs A A-3 SCALE: NTS Z U ` J 5 obi � N LEA HEVIMEMED ,V^ Q I— 20 cn oc o g +� i !� � k. 9� w' a w N 1` N O Z y�%I HIV (4) #14 x 3/4"SMS W1 Z a � � � 4 #14 x 3/4"SMS W/ () �N CODE. NEOPRENE FACED WASHER EA PANEL 3" x 12" RISER z Z q NEOPRENE FACED PAN PANEL N W M u F � WASHER EA. PANEL FLASHING 3" RISER PANEL 2" x 3" TOP RAIL \ w/ (4) #10 x 4" SMS I INTO POST 3"RISER PANEL I — — — — _ 2"x2"x3"LG • • x 1/8" ANGLE N _ 2" x 3" x 0.050" END BEAM • / EXISTING I • BUILDING • • • • (4) #10 x 3/4" SMS INTO I SCREW BOSSES W Z g W Q (4) #14 x 314" SMS W/ NEOPRENE FACED EXISTING J, — 1 1/8" x 21/8" xl 1/8" x 0.050" /I — — — — (2) INTO TOP RAIL (2) INTO POST W 0 . ri Z Q WASHER EA PANEL I BUILDING I I N W W Z U) p ALUM RECEIVING CHANNEL I -� H CD (3) SW DIA , W/ (3) #12 x 3/4" SMS EACH I I r O co W x (o THRU BOLTS SIDE OF BEAM 8 (2) 318" DIA THRU BOLTS INTO THE POST I 2" x SMB I= W = O J M 0_ LL Tx SMB I 318" DIA THRU BOLT I 11/8"xTx11/8"xBEAM DEPTH x0.050" ALUM RECEIVING CHANNEL DRAWN BY 3"x3"POST I I Tx I HSIDxOF SMS INTO EACH EACH SIDE OF BEAM 8 EB I I - - 3" x 3" POST - - - #14 x 1"SMS INTO CORNER POST T DATE DRAWN 05/08/14 REVISION -E S-4 ROOF TO S-5 COMPOSITrS POST CONNECTION _ S-3 RISER PAN TO POST 4TH WALL DETAIL ISER PANEL TO CORNER POST 4TH WALL DETAIL SCALE: A-3 NTS - A-3 SCALE: NTS © SCALE: NTS A-3 SHEET NO: A-3 z 7. 6C� `i3y.9 ks `f59�;C�`� a �o w' r c CON. ONC�EED FASTENERS OR ATTACHMENTS C ARETHEAESPONSIS1l1 C®RO CONTRR+CTO`� OP N� 3" RISER PAN ROOF PANEL SELF -MATING BEAM I'd� bJ.. ti - w O. PROFFESSIUANE�l C c � W C W Z W F C W Q o z LL O c O N Z u N W V � Z J z LL 0 > p �_ a W a O e d N u. 2" x 3" KNEE BRACE 1" x 21l8" x 1"x 0.050" RECEIVING CHANNEL W/ (3) #12 x 314" SMS EA. FACE & (3) #12 x 314" INTO POST S-B KNEE BRACE CONNECTION DETAIL A"+ SCALE: NTS 3" x 3" x 0.090" W W Z gW � U O� W p J U Z Q F- tV 1 p w corn 0 a)W� W = O J a �ma.LL. DRAWN BY EB 05/08/14 REVISION i - 0 SHEET NO: A-4