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HomeMy WebLinkAboutSUBMITTED PAPERSDate: 1 -" J ) ` Ll Fee Due:, ' ".I i ---� ' ' I Receipt# Permit PLANNING AND DEVELOPMENT SERVICES DEPARTMENT - Building and Code Regulations Division • 2300 Virginia Avenue FL Pierce, FL 34982-5652 772-462-1553 Application for Aluminum Structure Permit SCANNED All information must be complete and filled in to be accepted. BY PROJECT INFORMATION St Lucie County 1. LOCATION/SITE ADDRESS: "e Pcse— 10'w n (?)1 \pd 1—� r+ 2. PROJECT NAME: I t VN SITE PLAN NAME: 3. PROPERTY TAX ID #: 01 [0,g " 4, PLAT BK PAGE BLOCK LOT 5. PARCEL SIZE: ACRES/SQ FT. LOT DIMENSIONS 6. SETBACKS (ACTUAL) FRONT: BACK: RIGHT SIDE: LEFT SIDE: 7. SRIEFE>XPLAIIOITOF,T :: . 5 . PI®N ®F WO ; y ��c to SCX eE f �ja t� - �.� 8. TYPE OF STRUCTURE (CHECK ALL APPROPRIATE BOXES FOR EACH AND EVERY TYPE OF STRUCTURE) TYPE OF CONSTRUCTION "Rebuild = Slab on Grade = Raised Slab = Wood Deck DIMENSIONS SQUARE FEET OF CONSTRUCTION `� SCREEN ROOM❑ NEW U EXISTING X . CARPORT/PATIO ROOF ❑ NEW ❑ EXISTING X ❑ HABITABLE GLASS ROOM ❑ NEW ❑ EXISTING X ❑ CAT 1,20R3 SUNROOM ❑ NEW ❑ EXISTING X ❑ ALUMINUM COMP. SHED r ❑ NEW ❑ EXISTING X ❑ POOL ENCLOSURE El NEW ❑ EXISTING X El M H ROOF OVER ❑ NEW ❑ EXISTING X ROOF SYSTEM OVER -EXISTING ACCESSORY STRUCTURE ❑ NEW ❑ EXISTING X ❑ OTHER: l ❑ NEW ❑ EXISTING X ❑ ALUM POOL FENCE Linear feet ..'TOTAL SQUARE FOOTAGE OF CONSTRUCTION 9. VALUE OF CONSTRUCTION: $ Jl 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.04/062011 OWNER 114FORMATION NAME: nn1"�Fy IvII�� ADDRESS: 3} CITY: 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 (DAYTIME): (_) CONTRACTOR INFORMATION STATE OF FLORIDACREG./CERT #: UQ_ iSS 011 ST. LUCIE COUNTY CERT #: BUSINESS NAME: 3o �8r _1 rod QUALIFIER'S NAME: 0 �S %\&Qg4t ADDRESSA O • CITY: 1 CTC,"P_ STATE: r ZIP `` PHONE (DAYTIME): (_) 0(.U-C)913 FAX NO. L466 e 1d1(J email:. `�NgDl.":=boa {� (fie 41SOLLth . ne+ . ARCHITECT/ENGINEER: ADDRESS: CITY: STATE: ZIP PHONE (DAYTIME): C--) 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: iISE<:0"1�LY SECTION TOWNSHIP RANGE MAP NO. Additional ZONING LAND USE LOT CVG % Permits Required REPORT BIMS FEE $ MISC FEES $ TOTAL FEES $ CODE BYTJLDI�T '8i ZONING REVIEW , FRONT PLANS VALUE OF CONSTRUCTION REVIEW COUNTER ZONING SUPERVISOR EXAMINER VEGETATION USING ICC TABLE DATE COMPLETE QQom�, jt„ /M / ^ ft �i�4 ��• • 1 I INITIALS PLAN REVIEW SPECIFICATION CHECKLIST PLEASE PROVIDE ONE OF THE FOLLOWING: ❑ 2 Sets of Detailed Plans: Dated, Signed & Sealed 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 accordance with any Approved Manual per fs-489.113. (I) ANY PLANS SUBMITTED WITHOUT COMPLYING WITH THE FOLLOWING SHALL BE RETURNED WITHOUT APPROVAL. ALL PLANS MUST BE IN INK AND ANY NOTATIONS IN PENCIL WILL NOT BE CONSIDERED A PART OF A SUBMISSION. • All plans must be Iegible and must be designed in Architect's Scale on pages which are 81/2" x 1 I" or larger. • All relevant tables & details, if using a manual, must be properly highlighted and must match design checklists & drawings. • The plan view must include all dimensions; the location of the host structure and all materials must be sized and identified thereon. • All elevations must be shown, including 4'h wall detail, dimensions and all material must be sized and identified. • All primary and secondary carrier beams, spans, spacing, gauges must be shown [Example: 2" x 8" x .072"]. • All methods of fastening or other details which are relevant to the design must be identified on the Plans. • All upright column heights, sizes, spacing and gauges must be shown as follows: [Example: 3" x 3" x .050"]. • All chair -rails, roof purlins, girts,, channels, knee -bracing, k-bracing, cable bracing or any other required component must be sized and identified. • All ridge beams and super gutter or fascia attachments must be identified. • All roof pans or composite panels, with gauges and spans, must be sized and identified. • All footing, slab and ISO pier designs must be on the plans, per the Architect / Engineer's plans & specifications. • All light metal alloys which are utilized shall be designed in conformity with the Florida Bldg Code of 2010, Chapter 20. • Barrier railings, if utilized, shall have all materials, fasteners and height specified and shall have self -closing, self - catching gates with picket spacing. (II) SITE CONSTRUCTED SHEDS, HAVING ANY ALUMINUM COMPONENT, SHALL MEET ALL OF THE ABOVE REQUIREMENTS AND THE FOLLOWING ADDITIONAL ITEMS: (A) 2 copies of the current product approval [i.e: N.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 N.E. C., if applicable. (C) Design pressures, per ASCE-7, identified on the openings of all Plans. (I1I) HABITABLE ROOMS/ADDITIONS DESIGNS SHALL MEET ALL OF THE ABOVE REQUIREMENTS, EXCEPT AAMA SPECIFICATIONS, AND CHAPTER 13 OF THE FLORIDA BUILDING CODE. (IV) SUNROOMS (as defined in R202 and FBC 2002.6) MAY BE CONSTRUCTED, SO LONG AS THEY MEET ALL OF THE ABOVE REQUIREMENTS AND MUST BE IN STRICT 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 structure, as defined in the current Edition of 3.1.2.4 and 3.1.2.5, proper energy calculations and long form equipment sizing calculations shall be required, pursuant to Chapter 13 of the current State of Florida Building Code. (V) MOBILE HOMES (FAC 15C-2.0081 - FAC 15C-2.0072): ALL STRUCTURES ADJACENT TO OR NEW ROOF SYSTEMS (Pan or Composite) OVER EXISTING ADJACENT STRUCTURES TO A MOBILE HOME SHALL REQUIRE: (a) A e wall or a current, signed original manufacturer's attachment approval letter which includes the model number, serial number and current owner's name and street address. (b) That the complete guide to H.U.D. specifications be strictly adhered to. (c) A Certified Florida Engineer may design the manner of attachment of the proposed structure to the host house but shall assume full responsibility for both structures' integrity by site specific documentation. CERTIFICATION: This application is hereby made 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. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AND AIR CONDITIONERS, FENCES, ETC., not otherwise included with this building permit application. St. Lucie County makes no representation that its granting of a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Homeowner Association rules, bylaws or any covenants that may restrict or prohibit such structure. Please consult with your Homeowner's Association and review your deed for any restrictions which may apply. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures (all types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another non- residential use. NOTICE TO OWNER: YOUR FAILURE TO RECORD NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOBSITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE TO APPLICANT: IF IT IS NOT YOUR RIGHT, TITLE, AND INTEREST THAT IS SUBJECT TO ATTACHMENT: AS A CONDITION OF ISSUANCE OF THIS PERMIT, YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE CO TRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT. OR CONTRACTOR SIGNATURE STATE OF FLORIDA COUNTY OF Saint Lucie The foregoing instrument was acknowledged before me this J day of Q YI 20 I -1 by Gary Whigham who is personally known X or has produced TURE STATE OF FLORIDA COUNTY OF Saint Lucie The foregoing instrument was acknowledged before me this day of , 20 1-1 , by Gary Whigham who is personally known X or has produced as identification. as identification. of Notary �, j� j-j.ol'Sipa ure of Notary i t\-c\ fbLOA -A,,- Commission No. FF 074898 a°`;�� a SABRIPIAABUTLER .PaY;y SABRINABUILER � l)MY COMMISSION # FF 074898 Commission No. FF 074898 a° .••' '@rC MMISSION # FF 074898 * * EXPIRES: December 8, 2017 * * EXPIRES: December 8, 2017 BondedThru Budget Notary Services mq�e Bo1edTWBudgatNotaryServices NOTE: 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 TO SIGN THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THIS APPLICATION. OWNER BUILDER AFFIDAVIT WILL BE REQUIRED FOR ALL OWNER/BUILDER APPLICANTS. For specific instructions see appropriate permit checklist. PLANNING & DEVELOPMENT SERVICES DEFARTME 1 Ream.`,- ('481 f Commercial Bulldfli�.o' Permit Checklist SITE LOCATION. PERMIT NUMBER TECHNICIAN, General: Application completely filled out with Notarized Signatures ........................ ❑ Yes No ❑ N/A Sub Summary list with contractors' names & county & state certification numbers.. ❑ Yes No ❑ N/A Sub Agreements with Original Signatures ................................................ ❑ Yes ❑ No ❑ N/A Owner / Builder Affidavit.................................................................... ❑ Yes ❑ No ❑ N/A Owner / Builder Electric Affidavit......................................................... ❑ Yes ❑ No ❑ N/A Filled Land Affidavit........................................................................ ❑ Yes ❑ No ❑ N/A GEO or Recorded Warranty Deed ........................................................ ❑ Yes ❑ No ❑ N/A Recorded Notice of Commencement ....................................... ............ . ❑ Yes . ❑ No ❑ N/A Utility Agreement or Payment Receipt ................................................... ❑ Yes ❑ No ❑ N/A Vegetation Removal Permit................................................................. ❑ Yes [] No ❑ N/A Non Conforming Lot of Record........................................................... ❑ Yes ❑ . No N/A Plans. Calculations & Attachments (3 copies commercial 2 copies residential) Complete set of plans with Engineer / Architect Raised Seal ..................... ❑ Yes ❑ No ❑ N/A Truss Plans Reviewed and Approved by Engineer / Architect ...................... ❑ Yes ❑ No ❑ N/A Landscaping and Parking Plans............................................................ ❑ Yes ❑ No ❑ N/A Three (3) copies of Approved Site Plans.... ....................................... ❑ Yes ❑ No ❑ N/A Two (2) Sealed Surveys or Plot Plans with Dimensions, Finished Floor ........ ❑ Yes ❑ No ❑ N/A Elevation and Setbacks........................................................................ ❑ Yes ❑ No ❑ N/A. Health Department Approval Stamped on Survey. and Floor Plan ................ ❑ Yes ❑ No ❑ NIA Health Department Food Establishment Permit Stamp on Floor Plan ............ ❑ Yes [] No ❑ N/A Manual ' ' or Manual ' N' Calculations ................................................ ❑ Yes ❑ No ❑ NIA Signed Energy Calculations................................................................. ❑ Yes ❑ No ❑ N/A Sealed Wind Load Compliance Certification ............................................ ❑ Yes ❑ No ❑ N/A Product Review Affidavit................................................................... ❑ Yes ❑ No ❑ N/A Page 1 of 2 Search Results for Map Page 1 of 1 Horne About This Site LatlLong Finder Related Resources Sponsors About ATC Contact Search Results Latitude: 27.3985 Longitude:-80.3432 ASCE 7-10 Wind Speeds (3-sec peak gust MPH*): Risk Category I: 146 Risk Category Il: 159 Risk Category III -IV: 170 MRI** 10 Year: 87 MRI** 25 Year: 107 MRI** 50 Year: 119 MRI** 100 Year: 130 ASCE 7-05: 140 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 M -J Print your results L 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 itsaccuracy, 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://www.atcouncil.orglwindspeedlindex.php?option=corn content&view=article&id=10... 1/16/2014 0-111, 1000 �,,aosle earth lee" meters500 CONTRACTOR: South Florida Aluminum Products, 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 H. 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 = 159 MPH, VASD =123 MPH, 3. Exposure Category, Paragraph 1609.4.3: Exposure C 4. Building Category for Aluminum Structures, Paragraph 2002.6: Building Category 1 - Screen Room: Non -Habitable, Unconditioned Foundation Design Existing concrete slab. 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: MONOSLOPE 2. Roof Material: 3" x 48" x 0.024" composite panel Elite 2000,1.0 density foam, Florida Product Approval Number FL 7561=R2. 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, 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 be provided by the contractor. WIND ., -:D AND EXPOSURE HAVE BEEN DETERMINED USING THE ADVANCED TECHNOLOGY COUNCIL'S WEBSITE AND GOOGLE EARTH. 0 to 0 I to C' Jyn'a'e 8`u N'e'� PROFES IONALSEAL A 7'-10" Ak 0 I 0 I io ST. LU'CIE CGUNTI' Bg'p ]DLNGD iVISI�1 ggEti'�IEWED FOR COS REVIENVP B LAMS A Rl �T WUS BE APT ON �� M M R NO ASP ECTXON WILE RE M")Eo rN (n (n LO to In C14 s N N N N N a 2X3 2X3 2X3 2X3 24" KICKPLATE - (iYP) A-2 A-2 A-2 5'-101" 5-10 J" 5'-101" Lu w Z W t9 a W (D o Q W O Oz UJ V1 ZLU J LL � p O wcc cc F- a- N LL W OG J o I^ W t]G Z Q � o$ Q Z aYmoB 00 =FLN Z W ozann :3 ci6 ug y� is N w/ N o W � m 0 Z Q ww U N -W-I2Xwrn O I= 00 M �rn�LLLLLLLL DRAWN BY EB DATE DRAWN 01 /21 /14 REVISION SHEET NO: A-1 ALUMINUM MEMBERS DE%MNSIONS aoLLow sECTloxs ' 1/6" x 2" x 2" EXTRUDED • 2" x 0 046" 2 x 2. 2 x ANGLE 50.52 H32 ALLOY EA 2x3: 2"x3"x0.050" SIDE 2x4: 2"x4"x0.050" 2x5: 2"x5"x0.050" OPEN BACK SECTIONS UPRIGHT I �. I I o -7 • L 1: r j Lu " 1 x 2: 1" x 2" x 0.040" I ® OPTION 2: S 1 x 3: 1" x 3" x 0.045" 1"x 7 O.B. BASE PLATE -TYP OPTION 1: I I 0.040" x 1 1/8" x 2" x 1 118" a_ RECEIVING CHANNEL �;� "• IfWf(3)#l0x3/4"INTO2114-MN C4 "" SNAP SECTIONS R •„ • . ' •'• ;,w eniNCONc 2" x 2" x 1/6" ANGLE W/ e ✓. " G ; ` 2 x 2 Snap: 2" x 2" x 0.045" CONC a ANCHOR EMBECMENf a ,ANCHOR EMBEOMENf ' (4) #10 x 5/8" EACH SIDE GIRT EACH FACE & (3) ®� .1 • #10 x 3/4" INTO UPRIGHT " ' 2 x 3 Snap: 2" x 3" x 0.050"M1N� , a c MIN EDGE FROM I A•` 2 x 4 Snap: 2" x 4" x 0.045" "O' SLAB SLAB / FOOTING 5d DISTANCE . ° z , , EXTERIOR OF COLUMN TO , a• a8 - - - - - - - - - I I „ '7 �v SEE PLAN o OUTSIDE EDGE OF SLAB ,7F E PROFE " ^ WA ON'A�rSEAL SELF MATING (SMB1 2 x 4 SMB: 2" x 4" x 0.044" x 0.100" SIDE VIEW 2 x 5 SMB: 2" x 5" x 0.050" x 0.100" (1)10 DIA THRU BOLT w/ NYLOCK W 2 x 6 SMB: 2" x 6" x 0.050" x 0.120" JAM NUT - IN LIEU OF NYLOCK JAM CHAIR RAIL MEMBER I I W i 2 x 7 SMB: 2" x T' x 0.057" x 0.120" NUT, JAM NUT w/ THREADLOCKER 2X PATIO I I Z W 2 x 8 SMB: 2" x 8" x 0.072" x 0.124" (2) 3/6" DIA. CONCRETE MAY BE USED EXTRUSION d 2x9SMB: 2"x9"x0.072"x0.124" SCREW ANCHORS CONC. EMBED) I TIGHTEN TO CONTACT - DO NOT KICK PLATE I I Z (D 2 x 10 SMB: 2" x 10" x 0.092" x 0.398" (21/4" OVERTIGHTEN NOTES: I I W < c 1. 0.024 ALUM J �p 2. SCREW ALLCORNERS Q I MINIffiIUM FASTENER EDGE DISTANCE: 1/2" - - _ 3. 100 B -120 B WIND ZONES MINIMUM FASTENER SPACING: 3/4" USE #8 x 5/8" SMS IZ' C/C Z a' ac 4. 120 C - 140 B WIND ZONES C W CONCRETE SCREW ANCHOR: A•: 4_< �• d 1" x 2" BASE PLATE ANCHORED TO 5. USE #8 x 5/8" SMS 8" C/C 140 C -150 B WIND ZONES W SMPSON TITEN HD OR EQUIVALENT . a.. • CONC W/ 1/4" CONCRETE SCREW a ® &• c 8x5/8 USE#"SMS6"C/C W Q LL in SHEET METAL SCREWS (SMS): SLAB / FOOTING ^ a ANCHOR (MIN. 1 1/4" EMBED) °' s 6" MAX EACH SIDE OF POST AND 6. SCREW GIRT, BOTTOM O W cc wp nv / BUILDEX OR EQUIVALENT SEE PLAN .. , ; ,; ;, 24" O.C. MAX 7. RAIL & BOTH SIDES MAX KICK PLATE HT = 36" COPY 0. N LL FRONT VIEW W B 2" x 4" OR LARGER UPRIGHT TO CONCRETE DETAIL C PURLIN OR GIRT TO BEAM OR POST DETAIL $ A-2 A_2 SCALE: NTS V W ft J U h oC Z V x 2" O.B. FASTENED TO CORNER POST W/ #12 x 1 1/L' SMS AT 6" FROM �., W TOP & BOTTOM RAILS. TYPICALLY @ N W Iz m I 24" O.C. Q Z_ w m m 1B" x 2" x 2" EXTRUDED ANGLE 5052 H32 ALLOY EA CORNER W/ 2 #14 P" �(_" Mn W V Z u CORNER POST I I I () x Z 0 3 n N ED D ^r _ SMS INTO POST & (1) 3/8" DIA 16" CONCRETE SCREW ANCHOR INTO o CONCRETE N u LL WOOD: #10 x 3" WOOD SCREWS, 6" (2) #10 x 1 1/2" SMS - FROM GIRT & @ 12" O.C. THRU SCREW BOSSES - t CONC: m 21/4" MIN CONC 1/4" DIA x 3" CONCRETEANCHOR EMBEDMENT SCREW ANCHOR, 6" FROM GIRT & @ 24" O.C. SLAB / FOOTING '• , (4)#10x112"INTO SEE PLAN • a 4••�• .'am• N SCREW BOSS W J w m SIDE VIEW 0 z 2"- } CORNER POST W/ 1" x 2" @ Q (4) #14 x 3/4" SMS II BACKSIDE W INTO POST coU N V2"x I I 3/8" x LENGTH AS REQUIRED LLI O IY Go = 0_ LU 2" OR 2" X 3" HOLLOW FOR 21/4" EMBED CONCRETE I --1 F_ 0) SECTION GIRT SCREW ANCHOR INTO 0 Go d m I CONCRETE 1"x 2" BASE PLATE _ Cl)LL d LL ANCHORED TO CONC W/ 114" ae •• DRAWN BY CONCRETE SCREWANCHOR 'B (MIN. 1 1/4- EMBED) e EB 6" MAX EACH SIDE OF POST , �• ; b a DATE DRAWN AND 24" o.c. MAX 01/21/14 C-, . 1x2 TO HOST STRUCTURE DETAIL a, •a+, REVISION 1 - A-2 SCALE: NTS v ,,•a..,+ a, ,•, © - FRONT VIEW SHEEP NO: CP-1 CORNER POST TO CONCRETE DETAIL A-2 SCALE: NTS A-2 (4) #14 x 4" SMS W/ FLASHING - INSTALL NEOPRENE FACED UNDER EXISTING DRIP EDGE WASHER EA PANEL 3" x 0.040" EXTRUDED RECEIVER CHANNEL 4.„ :i.'�A,r{"'-"ham": ��,,��x.,�kii,.N.3�,s''rzSr. R;j..<';2 $�''•x.,r�+'.i�e,',.x+C,. #12 x 3/4" SMS @ 12" TOP AND BOTTOM Ni 1s'¢ ul i 'b.: _ • W .x L„? ra W/ NEOPRENE WASHER @TOP SCREW ONLY I 3" x 48" x 0.024" COMPOSITE' 4'4 �.'.ID✓i'.L.. 3" x 0.040" ALUM PANEL ROOF RECEIVING CHANNEL`''"s`�> W/ #12 x 3/4" TOP AND I (3)114" DIA. BOTTOM AS END CAP THRU BOLTS 1"x2"W/(2)#10x2"SMS I INTO SCREW BOSSES INTO I I 2" x 4" PB UPRIGHT & (1) #10 x 2" SMS 6' I I 3" COMPOSITE PANEL FROM EACH SIDE OF UPRIGHT UPRIGHT OR POST 8 @ 24" O.C. i ,..,—SEE SHT FOR D'L MEME ER INFO. S COMPOSITE ROOF TO POST CONNECTION A-3 SCALE: NTS 1 ' 0 = Ay ,. Lu h 4 ,a° 60 `` N PROFS _- WLSEAL L at W L W z W L (7 L z W Q rn z LL (2)1/4" DIA. x V' J LL LAG SCREWScc C @ EACH OVERHANG z Lu a S-I COMPOSITE PANEL TO FASCIA DETAIL A-3 SCALE: NTS 2"x3" G Z LL W LL IIA V1 R z J F W LL W Q LL \ F 2 K d Vf LL a W U N LLI ~ �0 3 c. USE, z = Q p[ 0 C w o W z1O V) LLI tm Z Z {LLyNN OQ = Icc 1, EXISTING HOST WALL z to Q t\ n z W 3^ N o CCZ: a /I m cr 31 v=i oiS "u CONCRETE: (2) 1/4" x 3" QUICKSET ANCHORS INTO WALL 1 1/8" x 21/8" x 1 1/8" x 3" x 0.040" WOOD: ALUM RECEIVING CHANNEL (2)1/4" x 3" LAG SCREWS W/ (4) #14 x 3/4" SMS EACH INTO WALL SIDE INTO BEAM pAr S-2 BEAM TO HOST STRUCTURE ATTACHMENT DETAIL A-3 SCALE: NTS V) a V) W m z Q W W U V N O 00 I S W_ rn O H�a� (A(M LL LL DRAWN BY EB DATE DRAWN 01 /21 /14 REVISION 0 - © - SHEET NO: A-3 rt ajm � Z �f1vFz lizz N 25 l'f/fliNLi�%� FE'iVGL= Al G y Co vc. OPEN j�a/vE v�/0. /t/, e°59 '•L--. 49 V � rYooD I� o �GOD.7 i�� OJ 13 L SDOWT(W: - �• z40LLNt�Ai2� SURVEY 9, /3Poek 1, in tine S�icvz a� t C E 12 T 1 f T E D 7 U: Sunlz.Lv— Huw-, cte , a 6 Reca,&d -in i'Pat %ok 73, Pq fe 14, o, .the �' Agic &,cozh a/St. LucieCorrnty, TAuVa. fla2�,o2 /=ede1.a - Sav-iny4 Bunk. Conzmonwea-eth Land Ti.t.ez Tn,6u/zunce SLIMIEYOWS N07ES: Company 1. Lczl 0,6 i h�.1W,1Ze . wme nat a"t o&,ed T e n i l l e 2 S nz .i t h ;Lion ea'Vj'nen.L arxl/02 /zicA& oq /w� �L, j . i.6 of —ice. 2. Legd dewa.4otion. hrm �zyz b:P 'd .P.y cr?fent, 3. LegDa a/ 9w y aP,l1wDL a m on. &ek of ihr'6 4�Cetch. 4, �ii'.ilLPlf/�7-l./2 U� �PJ2Cei5 W7knCYen. This certification is made only IO above DBlllt� parties for pUIC11aSC a1141arOr tIY�llgngC ,&od Zone X of herein delineated property by above named purchaser. No responsibility or ,., . ,4 liability is assumed by surveyor for use of survey for any other purpose including but not limited to, use of survey for survey affidavit, resale of property, os to any a;' person not listed in certification, either directly or indirectly. I hereby certify that the attached sketch of survey of the hc=n described property is true and correct to . the best of my knowledge and belief as McLaughlin Land Surveying, I n e. surveyed under my direction. I further certify that this survey meets the minimum technical standards for land surveying in the State of Florida 498 Maple Avenue (chapter 61G17-6) pursmnt to section 472.027, Florida statutes. Subject to Ft. Fierce, FL 34982 the qualifications noted hereogi.✓ �° (407) 465-0250 MI ;IIA>~L P. MGLAUGHI..IN FAX: (407) 489-0730 PROFESSIONAL LAND SURVEYOR FLORID_ A REGISTRATION NO. 2960 ®ATE: SCALE: „_ ®VVtd. BY: %ZA JOB NO.: ��%9�