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HomeMy WebLinkAboutSUBMITTED PAPERSOFFICE USE ONLY: Date: I . to , l Fee Due: Receipt# D Permit # / wo J i PLANNING DEVELOPMENT SERVICES BUILDING CODE REGULATION DIVISION SCANNED Virginia Avenue t. Pierce, FL 34982-5652 BY ` 772-462-1553 St. LUde COUl7ty APPLICATION FORALUMINUM STRUCTURES PERMIT ALL INFO MUST BE COT IPLETE & FILLED IN TO BE ACCEPTED PROJECT INFORMATION I. LOCATION/SITE ADDRESS:` % L �YJ (J 2. PROJECT NAME:tC�t(:�Y1 Si Ce. SITE PLAN NAME: 3. PROPERTY TAX ID #: yss 4. LEGAL DESCRIPTION (attach extra sheets ifnecessary): 5. PLAT BK_S PAGE 2 6. PARCEL SIZE: ACRES/S QT. . "1 I 7. SETBACKS (ACTUAL) FRONT: 8. TYPE OF STRUCTURE (CHECK ALL A rj1.Ao_ �Ory eat 2 zq BLOCK LOT �V LOT DIMENSIONS Q;z.X f k) Ilk OV, Opt BACK: 0 RIG T SIDE: LEFT IDE: Z5 PRIATE BOXES FOR EACH AND EVERY TYPE OF STRUCTURE) TYPE OF CONSTRUCTION N = New A = Addition R = Rebuild S S = Slab on Grade = Raised Slab = od Deck DIMENSIONS SQUARE FEET OF CONSTRUCTION SCREEN ROOM NEW EXISTING X ❑ CARPORT/PATIO ROOF NEW ❑ EXISTING X ❑ HABITABLE GLASS ROOM I I 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: El NEW ❑ EXISTING X ❑ ALUM POOL FENCE Linear feet T DTAL SQUARE FOOTAGE OF CONSTRUCTION 9. VALUE OF CONSTRUCTION: $ 1 i [� The value of construction is used to determine the am question and/or modify the indicated value of constru similar types of construction activities. If the value is PRIOR TO FIRST INSPECTION. SLCCDV Form No.: 001-02 Rev.0412612010 Apermit fees to be assessed. St. Lucie County reserves the right to if it is demonstrated that the submitted figures are not consistent with 10 or more, a RECORDED Notice of Commencement must be submitted OWNER INFORMATION NAME: &C)�-✓v ADDRES : Ll-1 CITY: �5 TATE: E L_ ZIP S EMAIL: PHONE (DAYTIME): CZ)Zj 7SR.S • FILL IN NAME AND ADDRESS BELOW IF THE FE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE: FEE SIMPLE TITLEHOLDER: ADDRESS: CITY: S ATE: ZIP PHONE (DAYTIME): (� CONTRACTOR INFORMATION STATE OF FLORIDA REG./CERT #: ST. LUCIE COUNTY CERT #: BUSINESS NAME: QUALIFIER'S NAME: \� C. () ' ADDRESS: CITY: "l Q,I�C Q S ATE: �— ZIP �� I email: PHONE (DAYTIME): ARCHITECT/ENGINEER: C© ADDRESS: sb*—" `` CITY:a( a,.,/- � eJ� S ATE: C _ ZIP PHONE (DAYTIME): Z12Z-tea . NOTE: IF APPLICABLE, SUBCONTRACTOR AGREEMENT 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 ac 'acent 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) O FICE, USE ONLY SECTION TOWNSHIP RANGE MAP NO. Additional ZONING LAND USE LOT CVG % Permits Required REPORT CODE rl (o BIMS FEE $ MISC FEES $ TOTAL FEES BUILDING & ZONING REVIEW FRONT PLANS VALUE OF CONSTRUCTION REVIEW COUNTER ZONING SUPERVISOR E MINER VEGETATION USING ICC T BLE DATE MPLETETIALS �" ���Z• ` ��� L " 6Yy� I 'i n CERTIFICATION: This application is -hereby made in order to obtain Ia permit to do the work and installations as indicated, and to obtain a certificate of capacity, if applicable, for the permittel work. NOTICE TO OWNER: FAILURE TO RE ORD 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, T E APPLICANT DOES HEREBY MAKE A GOOD FAITH PROMISE TO DELIVER A COP OF THE ATTACHED CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT, AND DOES SO AS A CONDITION PRE EDENT TO THIS PERMIT 1. If utilizing the AAF Guide to Aluminum Constru ion in High Wind Zones, I the Contractor/Owner Builder hereby certify that the components tieing 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 perl ormed in compliance with all applicable laws regulating construction and zoning in this jurisdiction. I understand that sepi rate permits may be required for ELECTRICAL, and HVAC, etc., not otherwise included with this building permit application. 3. I , the Contractor / Owner Builder, have verifie that the existing foundation meets the requirements of the Engineer of Record and is in adequate condition to withstand t e uplift and weight of the aluminum structure and said structure will not exceed the footprint of the structure that was in exi tence prior 0-r—e_m_o-vN by the storms. SIGNATURE SIGNA' 'STATE OF FLORIDA pq • �: 0,, STATE OF FLO D COUNTY OF ��r�'O',,,;,,;:•' COUNTY OF �7�The foregoing instrument was acknowledged before m o' c� d The foregoing instrument was acknowledged befo�me this l day of �� 'eh'i��C/, 20 ti. tr me this ` day of('Q %� 20Ao i m xb by \c ��+1 Ime who is personally known ✓to me, or who has W. N T m who is personally known to me, or who han produced °' produced as identification. ro as identification. jT2,Q (Seal)( Seal) Vigg.a�tur.ftary g��e-tar gig -nature ofdf�otary IMPORTANT NOTICES: • TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR THIS BUILDING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR, IN THE OFFICE LISTED ON THE FRONT OF THE APPLICATION, TO SIGN THIS APPLICATION & THE OWNER/BLDR 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. FED VIEW SPECIFICATION PLEASE P OVIDE ONE OF THE FOLLOWING: 2 Sets of Detailed Plans: Dated, Signed & Sialed by an Engineer or Architect holding a Florida State professional license. ❑ 2 Sets of Detailed Plans: Designed in accordance with the AAF Guide to Aluminum Construction in High Wind Areas. ❑ 2 Sets of Detailed Plans: Designed in accord4nee with any Approved Manual per fs-489.113. (I) ANY PLANS SUBMITTED WITHOUT COMPI APPROVAL. ALL PLANS MUST BE IN INK AND A SUBMISSION. o All plans must be legible and must be de • All relevant tables & details, if using a n drawings. o The plan view must include all dimensic identified thereon. o All elevations must be shown, including i All -methods of fastening or other details e __All_upright-column.heights,_sizes, spacin o All chair -rails, roof purlins, girts, charm must be sized and identified. • All ridge beams and super gutter or fasci • All roof pans or composite panels, with l All footing, slab and ISO pier designs mi o All light metal alloys which are utilized o Barrier railings, if utilized, shall have all catching gates with picket spacing. (II) SITE CONSTRUCTED SHEDS, HAVING ANY REQUIREMENTS AND THE FOLLOWING ADDIT WITH THE FOLLOWING SHALL BE RETURNED WITHOUT NOTATIONS IN PENCIL WILL NOT BE CONSIDERED A PART OF in Architect's Scale on pages which are 81/2" x I I" or larger. must be properly highlighted and must match design checklists & the location of the host structure and all materials must be sized and s' wall detail, dimensions and all material must be sized and identified. hich are relevant to the design must be identified on the Plans. and_gauges.must be_shown.as follows: _[Example:_3_'_x.3_x..050_I.— s, knee -bracing, k-bracing, cable bracing or any other required component attachments must be identified. uges and spans, must be sized and identified. - t be on the plans, per the Architect / Engineer's plans & specifications. all be designed in conformity with the Florida Bldg Code of 2010, Chapter 20. Materials, fasteners and height specified and shall have self -closing, self - NUM COMPONENT, SHALL MEET ALL OF THE ABOVE ITEMS: (A) 2 copies of the current product approval [i.e. O.A. or State of Florida approval] with the proposed "opening" or cladding component highlighted and with fasteners and design pressures, per FBC 1714, clearly identified. (B) 2 electric schematics, in accordance with the .E.C., if applicable. (C) Design pressures, per ASCE-7, identified on the openings of all Plans. (III) HABITABLE ROOMS/ADDITIONS DESIGNS 4HALL MEET ALL OF THE ABOVE REQUIREMENTS, EXCEPT AAMA SPECIFICATIONS, AND CHAPTER 13 OF THE FL RIDA BUILDING CODE. (IV) SUNROOMS (as defined in R202 and FBC 2002-) MAY BE CONSTRUCTED, SO LONG AS THEY MEET ALL OF THE ABOVE REQUIREMENTS AND MUST BE IN STRI T COMPLIANCE WITH AAMA/NPEA/NSA2100.02 AND MEET THE FOLLOWING ADDITIONAL ITEMS: (1) The designer or engineer will state on all Plans, which Category of Design [3.1.2] will be used, inclusive of the definition. (2) If designing a Category 4 or Category 5 structui e, as defined in the current Edition of 3.1.2A and 3.1.2.5, proper energy calculations and long form equipment sizing c culations shall be required, pursuant to Chapter 13 of the current State of Florida Building Code. (V) MOBILE HOMES (FAC 15C-2.0081 - FAC IN (Pan or Composite) OVER EXISTING ADJACENT (a) A 4`h wall or a current, signed original manuft number and current owner's name and street i (b) That the complete guide to H.U.D. specificati, (c) A Certified Florida Engineer may design the r assume full responsibility for both structures' ALL STRUCTURES ADJACENT TO OR NEW ROOF SYSTEMS JMS TO A MOBILE HOME SHALL REQUIRE: attachment approval letter which includes the model number, serial be strictly adhered to. aer of attachment of the proposed structure to the host house but shall :grity by site specific documentation. r Search Results for Map Page 1 of 1 Horne About This Site Lat/Long Search Results Latitude: 27.4837 Longitude:-80.4300 ASCE 7-10 Wind Speeds (3-sec peak gust MPH*): Risk Category I: 144 Risk Category II: 156 Risk Category III -IV: 167 MRI** 10 Year: 87 MRI** 25 Year: 105 MRI*" 50 Year: 118 MRI** 100 Year: 129 ASCE 7-05: 134 ASCE 7-93: 99 '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. Download a PDF of your results IE LID -Print Your results WIND SPEE While the information presented on this web si liability for its accuracy. The material presented any specific application without competent i applicability by engineers or other licensed pros replace the sound judgment of such competent practice, nor to substitute for the standard of cal results of the wind speed report provided by WE liability arising from such use. Use of the outl building code bodies responsible for building cc by latitude/longitude location in the wind speed i Sponsored by the ATC Endowment Fund Related Resources Sponsors About ATC Contact WEB SITE DISCLAIMER: e is believed to be correct, ATC assumes no responsibility or in the wind speed report should not be used or relied upon for !xamination and verification of its accuracy, suitability and assionals. ATC does not intend that the use of this information professionals, having experience and knowledge in the field of required of such professionals in interpreting and applying the web site. Users of the information from this web site assume all ut of this web site does not imply approval by the governing de approval and interpretation for the building site(s) described • 201 Redwood Shores Parkway, Suite 240 • Redwood City, California 94065 • (650) 595-1542 http://www.atcouncil.org/windspeed/index.1 . content&view=article&id=1... 12/10/2013 IF T I Y I 1. die. MIN, SETBA FRON1061 SI DES CNR SIDES20- REAR -46' ZNG. BOUNDARY SURVEY & SITE PLAN � Z -4 LOT 220 (VACAN10 ER h'00" 0 S 0(r 42 W 150.00, 6'P.U.D.F_ 40 0 40 LJELJEL� GRAPHIC SCALE IN FEET Location Map (Not to Scale) LEGAL DESCRIPTION: All of LOT 219, MONTE CARLO COUNTRY CLUB —UNIT TWO. as recorded in Plat Book 23, at Page 26 ("A" 10.5 N through "C"), of the public records of St. Lucia County, Florida. EXISTb 44 FORMBOARDS 04 LOT AREA: 18300'.Sq. Ft.; 0.42 Acres* -lp�5k 0 TOP OF Nna It— FORMS-101.6 41.7' STREET ADDRESS: 9529 Shadow Lane, Ft. Pierce, Florida. .cp 2 d LOT 219 IN = 1111 - :11 0 10F b 3: 3 to X,9,9 7 1 IRVEYORS' NOTE& 1. Survey of description as furnished by client. PORCH d FORMS 2. Lands shown hereon were not abstracted or researched by this office for easements and/or rights -of -way record C; o a0 3. There are no above ground encroachments, unless otherwise shown. Z 4. No undergroung Improvements were located. 5. Bearings shown hereon are based on the centerline of Shadow Lane as platted and bears S 89*09'18* E. 1901 6. Property lies In Flood Zone "X" as scaled from the National Flood Insurance Program Rate Map, Community Panel dI Number 12111CO175 F, with an effective date of August 19. 1991. Revised June 30, 1999. 7. No search of the public records was performed for encumbrances of other matters of title. ro 8. Elevation shown hereon are ASSUMED. 9. This survey Is not covered by professional liability insurance. mr a, PAILL 10. This document, together with the concepts and designs presented herein, as an Instrument of service, Is Intended Aooc N ocr50-42- E­o only for the specific purpose and client for which It was prepared. Rouse of and/or Improper reliance on this 150.0or' -W P.U.DY-' document without written authorization and adaptation -by Christopher D. Golding, shall' be without liability to L?O Christopher D. Golding. 11. Additions or deletions to this map or report by other than the signing party is prohibited without written consent of the signing party. 12. Unless a comparison Is shown all bearings and distances are the same as plat values. - LOT 218 Z (OCCUPWO) FFE-1101.65 CERTIFICATION y it complies NO with the minimum technical standards, as set forth by the Florida Board of Surveyors & Mappers in :, i-, d I hereby certify that the survey represented hereon was performed under rn supervision and es"", WTHOVT THE�.,. i. lRa Chapter 61G17-6 of the Florida Administrative Code, pursuant to Section 472.027, Florida Statutes',, and SIGN A�VREy AND further that there are no visible, above ground encroachments unless shown or noted. EAR DIMENSION BEDROOM 1�2 RAisEb.,-SEAL OF A REVISE LC LEGEND 08.22.2005 IFi6RIbA_L1bENSED* RD TIE-IN Q.-A St R�YOR, Su AND: Date of Signature CHRISTOPHER D. GOLDING L­' % MAPPER DUE DRAINAGE UTILITY EASEMENT FND FOUND F0 Professional Surveyor & Mapper FIRC - FOUND 5/8 IRON ROD & CAP CL CENTERLINE Florida Certificate No. 6090 OHE - OVERHEAD UTILITY LINES EP - EDGE OF PAVEMENT IR = 5/8 IRON ROD D - DELTA ANGLE SIRC SET 5/8 IRON ROD & CAP L - ARC LENTH HUGHES & ASSOCIATES File & Drawing NO. R/W RIGHT-OF-WAY R - RADIUS PANTHERWOODS(219) CERTIFIED TO: UE UTILITY EASEMENT 0 - FND 5/8" IRON REBAR SURVEYING, INC. DE DRAINAGE EASEMENT CA-- SPOT ELEVATION 782 N.W. AVENS ST. Scalw. Date: COASTAL CONSTRUCTION PORT SAINT LUCIE, FL 34983 1 " = 40' 05.05.2005 PHONE 772.528.2557 Drawn By: Shoot FAX 772.336,2804 ALH iof 1 CONTRACTOR: THE PORCH {.._.i TORY 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, hic. 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: VuLr = 150MPH, VASD = 116 MPH 3. Exposure Category, Paragraph 1609.4.3: Exposure C 4. Building Category for Aluminum Structures, Paragraph 2002.6: Building Category I - Screen Room: Non -Habitable, Unconditioned Foundation Design Existing concrete. No additional concrete footing or slab is required to 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: EXISTING 2. Roof Material: EXISTING 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, 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 theFBC. 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. WIND SPEED AND EXPOSURE HAVE BEEN DETERMINED USING THE ADVANCED TECHNOLOGY COUNCTUS WEBSITE AND GOOGLE EARTH. EXISTING COVERED PATIO 15'-0" 15'-0" 2X8SMB FLAT X co X r- X - N 2X3 2X3 1X2 1X2 A-2 A-2 7'-610 7'-6" S�. I�-UJCAE CO3-�°'�T r*% MNSTLD F( Cf Lte;v�••� -- g TE -AjUST BE}�'PY 0' ��B L '3 LW�0 . -a, RR NO I�PECTI®N? BE m Q O (n N X N N X cD X X .— N (V 2X2 2X3 1X2 1X2 Z of w w Z 0 w .15 Ir w� s U a U) 0 U Z U. 0 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" 2 x 5: 2" x 5" x 0.050" OPEN BACK SECTIONS 1 x 2: I"x 2" x 0.040" lx3:I"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 (SNIB) 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" 2 x 7 SMB: 2" x 7" x 0.057" 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 12" x 1/8" x (GIRT OR PURLIN WIDTH + 12" x BEAM DEPTH OR UPRIGHT DEPTH -12") ALUM BACKING PLATE 2"x2"OR2"x3" x112"SMS INTO SNAP OR SELF -MATING BEAM ONLY C PURLIN OR GIRT TO BEAM OR POST DETAIL A-2 SCALE: NTS 1/8" x 2" x 2" EXTRUDED �4,�" • • • e • •� 'sA� ANGLE 5052 H•32 ALLOY EA ♦ - SIDE �` ••� 11 0: z O. UPRIGHT / w LU `( I-" -- EXISTING HOST WALL Z . U Fa- " 1"x2"O.B.BASE PLATE-TYP ' • " , ¢' 1 114- MIN CONC ANCHOR EMBEDMENT, .ANCHOR EMBEDMENT 2. A MIN '� •' 2" x 8" SMB FLAT �J T .14 i 5d MIMEDGE DISTANCE FROM d*D 1` `� SLAB / FOOTING 'a " ' _ EXTERIOR OF COLUMN TO %" PROF g51mm igP.� C7 SEE PLAN a « °A ?• ' OUTSIDE EDGE OF SLAB SIDE VIEW - - --- 0 W (1)12" DIA THRU BOLT w/ NYLOCK W o JAM NUT - IN LIEU OF NYLOCK JAM - - - - - - - / z W NUT, JAM NUT wl THREADLOCKER C7 L7 (2) 3/8" DIA. CONCRETE MAY BE USED Z Z SCREW ANCHORS CONCRETE: Q rn � (2 1/4" CONC. EMBED) I I TIGHTEN TO CONTACT - DO NOT / W 10 w VEEN / (2)114' x 3" QUICKSET J (7 o ORTIGHT / ANCHORS INTO WALL Q Q 118" x 2" x 2" x 8" x D.040" / WOOD: z ALUM RECEIVING CHANNEL / (2)114" x 3" LAG SCREWS O O Ln w6 — — W/ (6) #14 x 3/4" SMS EACH / INTO WALL 2 z w _ SIDE INTO BEAM / .In V w 1"x 2" BASE PLATE ANCHORED TO / ILLp Iu F <, , . '• v '^' c CONC W/ 114" CONCRETE SCREW O ED cc = SLAB /FOOTING , '<• e 4 A ANCHOR (MIN. 1 1/4" EMBED) N SEE PLAN a, •. 6" MAX EACH SIDE OF POST AND rL 24" O.C. MAX N FRONT VIEW Z U) W w o B-� BEAM TO HOST STRUCTURE ATTACHMENT DETAIL F- g B 2" x 4" OR LARGER UPRIGHT T_O_CONCRETE DETAIL_ _ __ _. _ LJ J N SCALE:-NTS _ _ _ --- -- --- ----- - - .. SCALE: NTS -- -- A-2- - - -- - -- - -- -- - - - - - - ----- -- - W u i A-2 a V �N ., Q Z F- W z ;:wx Q. -Z..� LL m m v1 -O O t; N y S1W m- U ZZ m¢nn W m?r.CC � yd O pal 0 w J O 2"x8"SMB FLAT _ WOOD: L z 1 #10 x 3' WOOD SCREWS, 6" ' O 1 FROM GIRT & @ 12" O.C. Lu CONC: --- ------ — N 114" x 3" TAPCONS, 6' N O FROM GIRT & @ 24" O.C. Z w (4) #10 x 1 12" INTO — — — — Q wm — — SCREW BOSS 1/8"x2"x2"x6"x0.040" I I Q O U � ALUM ANGLE W/ I- (4) #14 x 3/4" SMS EACH I I V < W n Z 1 FLANGE EACH SIDE Wcn = a-to I — — OF UPRIGHT I '� Z 1- `Y' >�o� 2"x 6" SMB �- w m U- LL 2" x 2".O.R 2" X 3" HOLLOW I, I UPRIGHT 1 SECTION GIRT DRAWN BY I EB 1"x 2" DATE BRAWN 12/13/13 REVISION 1 - C—i1X2 TO HOST STRUCTURE DETAIL C-2 UPRIGHT TO.CROSS BEAM ATTACHMENT DETAIL A-2 SCALE: NTS A-2 SCALE: NTS SHEET Nb: A-2 - it, ry C'Z o z Q -�' Z'LU LLJ v 1zv1- � -7 ��ti x. '*I ROFESSIO• • 4} 0 K U a Lu W co U z Z W Q 01 W LD w 10 Z z O ai W O CC h ca G Z W W LLJ ILL. j o �' O w z _ U F " O Z Lucc ILL U V1 O .-I O a 1n V V � N J i °i Lu J t� W 0 Z U &w _ Z= o Q 63 N W W zO 118" x 2" x 2" EXTRUDEDZ_x � m ❑ ANGLE 5052 H-32 ALLOY '~^ m m -- •V • • (4) #14 x 3/4" SMS O (� = rw- N m u •• INTO DJ V Z m¢ n n . z LU tn-o?S ` .•'• w 21W MIN CONC • 0 SLAB/FOOTING �` ANCHOR EMBEDMENf SEE PLAN W a.• N ❑ .c W ❑ 0 LU of n SIDE VIEW g W 0 w (1) 3/8" DIA. CONCRETE SCREW ANCHORS Q U (2 1/4" CONC. EMBED) U Q W n °z 2" x 2" DJ W _ t0 M —I Z H v ° >too-j d W W LL ll_ DRAWN BY EB 1"x2"BASE PLATE DATE DRAWN ANCHORED TO CONC W1114" 4. a• r •• CONCRETE SCREW ANCHOR , '� +'• a 12/13/13 (MIN. 1 1/4"EMBED) a -4 e 6" MAX EACH SIDE OF POST • . a• ; ak % REVISION AND 24" O.C. MAX 2 FRONT VIEW SHEET NO: DJ-1 DOOR JAMB TO CONCRETE DETAIL A-3 SCALE: WS A-3