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HomeMy WebLinkAboutSUBMITTED PAPERSApplication for Aluminum Structure Permit l y�l0 co All information must be complete and filled in to be accepted. 4nty 1. LOCATION/SITE ADDRESS: 2. PROJECT -NAME: 3. PROPERTY TAX ID #: PROJECT INFORMATION ; 05" 3 Z �aLrky pL. SITE PLAN NAME:.°7 za 0 -Kc :se 5trVc, 33?.7--10(- 006b -000-� 4, PLAT BK PAGE BLOCK LOT It I- 5. PARCEL SIZE: ACRES/SQ FT. d (7 LOT DIMENSIONS 6. SETBACKS (ACTUAL) FRONT: `C� BACK: O Z RIGHT SIDE: 7- 3 LEFT SIDE: u� 7. , m FEP,I, .AT+i©N OF TI3E DESC ,TLQ�i QORi�i� 20ILD S G(C (fit P10101-1 4a F,,g1,9 r,45 Cygmttlh sL-Ito. 8. TYPE OF STRUCTURE (CHECK ALL APPROPRIATE BOXES FOR EACH AND EVERY TYPE OF STRUCTURE) N = New SG.= Slab on Grade TYPE 'OF CONSTRUCTION A = Addition SR = Raised Slab DIMENSIONS SQUARE FEET OF R = Rebuild WD = Wood Deck CONSTRUCTION SCREEN ROOM A S c? ❑ NEW 0 EXISTING y X 3g, ® o CARPORT/PATIO ROOF ❑ NEW El EXISTING 9 X ❑ HABTTABLE GLASS ROOM ❑ NEW ❑ EXISTING X ❑ CAT 1, 2 OR 3 ❑ NEW ❑ EXISTING X SUNROOM ❑ ALUMINUM COMP. ❑ NEW ❑ EXISTING X SHED ❑ POOL ENCLOSURE 0 NEW ❑ EXISTING X El M H ROOF OVER ❑ NEW ❑ EXISTING X ROOF SYSTEM OVER ❑ NEW ❑ EXISTING X EXISTING ACCESSORY STRUCTURE ❑ OTHER: ❑ NEW ❑ EXISTING X ❑ ALUM POOL FENCE Linear feet r 'TOTAL SQUARE FOOTAGE OF CONSTRUCTION 0 % 9. VALUE OF CONSTRUCTION: $ The value of construction is used to determine the amount of permit fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction activities. If the value is $2500 or more, a RECORDED Notice of Commencement must be submitted PRIOR TO FIRST INSPECTION. SLCCDV Form No.: 001-02 Rev.04/06/2011 fe U OWNER INFORMATION NAME: &,1 IM LOA 0-0— ADDRESS: 10.533 t3 fL L fP Y LA u- CITY: ZIP 3 p 6 p y ESTATE: PHONE (DAYTIME): EMAIL: FILL IN NAME AND ADDRESS BELOW IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE: FEE SIMPLE TITLEHOLDER: ADDRESS: CITY: STA ZIP PHONE (DAYTIME): (� CONTRACTOR INFORMATION STATE OF FLORIDA REG./CERT #: L 76 &f a ST. LUCIE COUNTY CERT #: lip BUSINESS NAME:4�,SrL- QUALIFIER'S NAME: S J �a- 1A ► #L sctl r1X4-: ADDRESS: % 17 S , sJ , 0111� 0 t/t S CITY: R©% 1 STATE: ZIP PHONE (DAYTIME): �� c�7 �" 6 6 S,:r FAX NO. S' 7! " 6 1® email:. KA1JPS11Q G A 0 f. C0An ARCHITECT/ENGINEER: ADDRESS: / 2 6 3 C7 CITY: Gktku%" 1l fL1 �-• STATE: � ZIP PHONE (DAYTIME): (M S3 2 � 0 0 Q NOTE: IF APPLICABLE, SUBCONTRACTOR AGREEMENTS MUST BE ATTACHED TO APPLICATION FOR ROOFING, ELECTRIC, PLUMBING, AND HVAC ZONING REQUIREMENTS All such structures will be subject to the requirements of the ST. LUCIE COUNTY LAND DEVELOPMENT CODE. 2 scaled plot plans showing lot size, dimensions of existing host structure, and proposed aluminum addition. All setbacks including front, side, rear and distance between adjacent property structures in MH Parks shall be indicated on the plot plan. ❑ 2 sets of color photos for all storm damaged areas to be reconstructed. One picture must include house address number for inspection verification. ( not required for construction unrelated to storms) OFFICE`USE ONLY' SECTION TOWNSHIP RANGE MAP NO. Additional ZONING LAND USE LOT CVG % Permits Required REPORT C f Q ( '( BIMS FEE MISC FEES TOTAL FEES CODE t FRONT PLANS VALUE OF CONSTRUCTION REVIEW COUNTER ZONING SUPERVISOR EXAMINER VEGETATION USING ICC TABLE DATE COMPLETE Q�1$-1 4 a • . I INITIALS ± 39-Z 1 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 fs489.113. (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 legible and must be designed in Architect's Scale on pages which are 81/2" x I 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 4s' 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, gifts, 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, ifutilized, 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. (III) 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 4w 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. CERTII+'ICATION: 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 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 all the requirements for the designated wind zones established by the county and take full responsibility for complying with the submitted design of the structure being permitted. 2. I further certify that all the foregoing information is accurate, that no work or installation has commenced prior to the issuance of a permit and that all work shall be performed in compliance with all applicable laws regulating construction and zoning in this jurisdiction. I understand, that separate permits may be required for ELECTRICAL, and HVAC, etc., not otherwise included with this building permit application. 3. I , the Contractor / Owner Builder, have verified that the existing foundation meets the requirements of the Engineer of Record and is in adequate condition to wi stand the uplift and weight of the aluminum structure and said struct re will not exceed the fo r' t of the struc u tha as in existence prior to removal by the s S. OWNER PR RACTOR SIGNATURE CONT114rCTOOIGNATURE STATE OF FLORIDA Sr-J Coe OF The foregoing instrument was acknowledged before me me this 16 day of sg,A , 20 Pf by . STRr'If�� who is personally known X to me, or who has produced STATE OF FLORIDA COUNTY OF The foregoing instrument was acknowledged before me me this l b day of RP f , 20 / Y , by srcp1fti.4 k4Atf Ls,F/-(i7r who is personally known A to me, or who has produced as identification. as identification. re +fir otam Pllhlir. State of Fi"eal) LteState of Pitt ) 4atureof No ams Si afore of Fderick E Adams My Cam ission EE 832853 re oiaodl' Expires 09/06/2016 " My Commission EE 832853 IMPORTANTa nod Expires 09/0612016 • 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 OWNERBLDR AFFIDAVIT. • ALL SIGNATURES ON APPLICATION SUBMITTED SHALL BE ORIGINAL, SIGNED IN INK. COPIES, FAXES, OR STAMPED REPRODUCTIONS ARE PROHIBITED. • WHEN A PERMIT IS AVAILIBL.E 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 -,"-, HE CIRCUIT COURT - SAINT LUCIE COUNTY FILE # 3994791 OR BOOR, '•l PAGE 2106, Recorded 09/15/2014 a �1:07 AM PERMIT Or NOTICE OF COMMENCEMENT To be completed when construction volue exceeds $2,SW.00 TAXFOUON 33.2%— '70l — (J'oSV — O=2 - O STATE OF FLORIDA COUNTYOF The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following Information is provided in this Notice of Commencement. LEGAL DESCRIPTON OF PROPERTY (AND STREET ADDRESS, IF AVAILABLE): PnU a a AT-r1, � ae rfz I- -17 sS f [3e� y lace— GENERAL DESCRIPTION OF IMPROVEMENT: OWNER INFORMATION OR LESSEE INFORMATION, IF THE LESSEE CONTRACTED FI Name: Is/' Address: f3S f i7 B Interest In property: uiFf Name and address of fee simple Ville holder (If different from Owner listed above): THE CONTRACTOR'S NAME:__ _S / .il,. .: r t Phone No.:_% —2 - (F3Bj B Address: 7t$ /.�'sa S'.- - !3:l rr �1 GA Y9D 3 SURETY COMPANY (If applicable, a copy of the payment bond Is Name and address: Phone No.: / Bond LENDER'S NAME: Phone No.: Address: Persons within the State of Florida designated by owner upon whom or other documents may be served as provided by Section 713.13 (1) (a) 7, Florida Statutes: Address: In addlUon to himself or herself, owner designates of receive a copy of the Llenor's Notice as provided In Section 713.13(1)(b), Florida Statues. Phone number of person or entity designated by Owner: ExPIratlon date of notice of Com swricemenh (the expiration date may not be before the completion of construction and final payment to the contractor, but will be 1 year from the date of recording unless a different date is specified): WARNING TO OWNER' ANY PAYMENR MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE Oc COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER OLAPTER 713PART I SECTION 713 13 FLORIDA STATUTES AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PRDPFRTv s NOTLa OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE)OD SITE BEFORE THE FIRST INSPECTION IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Un JTIty of pry, I re that 1 have read the foregoing and that the facts in It are true to the best of my knowledge and belief. Signature of Owner or Lessee, or Owner's or Lessee's Authorized ONlrer/Dlrector/Partner/Manager/Attarney-ln fact OOAJ gR Signatory's Thie/Office The foregoing instrument was acknowledged before me this Z' + day of •� 211 i q BY; L.) LTitA i5 )dcrs( dv'daE( for Nam e.g. officer, trustee) Party an behalf of whom Instrument was executea Notary Pudic State of Florida ridt E Adams ��ae�Ipppp EE Bo2B5a ers—Ih known or produced Identification 51 FL )ale N�Ty., eof.ISeofi 'Ificationpoduced(Ptamp Commissioned Name of No.,I T:1BL.D1BIdg Forms)New ApplicationsWomuWotice Of Commencers-LDocx Rev, 9/15/11 WE OF FLORIDA 9TI LUCIF COUNTY. a HIS IS WRTIFY THAT THIS 14, THUF AN OARft-T 090Y Of TH _fi1G4a1► weep• tl wit Search Results for Map Page 1 of 1 Home About This Site Lat/Long Finder Related Resources Sponsors About ATC Contact Search Results Latitude: 27.3101 Longitude:-80.4330 ASCE 7-10 Wind Speeds (3-sec peak gust MPH*): Risk Category I: 145 Risk Category II: 156 Risk Category III -IV: 167 MRI** 10 Year: 87 MRI** 25 Year: 106 MRI** 50 Year: 118 MRI** 100 Year: 129 ASCE 7-05: 133 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 govem. Download a PDF of your results i-1 Print your results WIND SPEED WEB SITE DISCLAIMER: While the information presented on this web site is believed to be correct, ATC assumes no responsibility or liability for its accuracy. The material presented in the wind speed report should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. ATC does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the wind speed report provided by this web site. Users of the information from this web site assume all liability arising from such use. Use of the output of this web site does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site(s) described by latitude/longitude location in the wind speed report. Sponsored by the ATC Endowment Fund - Applied Technology Council - 201 Redwood Shores Parkway, Suite 240 - Redwood City, California 94065 • (650) 595-1542 http://windspeed.atcouncil.org/index.php?option=corn content&view=article&id=10&dec=... 9/9/2014 Google earth feet 1000 meters 500 •.so--T.r. CONTRACTOR: K & S INDUSTRIES 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 =145 MPH, VASD =112PH 3. Exposure Category, Paragraph 1609.4.3: C 4. Screen Roof Enclosure Table 2002.4 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. Specifications The following specifications are applicable to this project: 1. 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.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 Al85 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. 2. Aluminum extrusions shall be 6005 T5 Alloy 3. Fasteners are required to be SAE Grade 2 or better zinc plated. 4. 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. 5. The minimum nominal thickness of protector panels (kickplates) shall be an industry standard of 0.024 inches. 6. Screened enclosures containing swimming pools shall comply with the applicable requirements of FBC R4101.17 Residential Swimming Barrier requirements. 7. Screen material shall be 18/14 screen. unless approved by Suncoast Engineering & Design, Inc. 8. Door location shall be determined by contractor in the field. 9. When installing pavers over concrete slab or footing which are supporting aluminum members, such as continuous screen tracks or upright, the pavers must be bonded to the concrete with an epoxy, thinset, or 3,000 PSI grout to ensure full positive contact with concrete. 10. Design shall be based upon "PINNED" upright analysis unless approved by Suncoast Engineering & Design, Inc. Roof Type Roof Type: FLAT/ MONOSLOPE WIND SPEED AND EXPOSURE HAVE BEEN DETERMINED USING THE ADVANCED TECHNOLOGY COUNCIL'S WEBSITE AND GOOGLE EARTH. 1X2 OX01 yII H N 2X6 SMB 1X2 \wllI L ENE llil. ./ CD z 'I LL p __ a' Z 1 X2 TYP COI�GEALBD aSi N��S oR ATiAcaI�EHrS Z w AR, THE RFIPONSIBUTY OF THE RUMIV,tMRD W Q o � WZ ,- yXO X2X2 Ln A-2 2X2 Ln W W a TYP > c 0 �m d-m d-m �mX2 m a No J N((n N(Qn NV) NCn NCCn A-2 2X�2(TYP) A-3 30'-0" 1 X2(TYP) m t.Om (Om COm :2 (0M OmN XM XM XM Cn X2 X>-X N (n N Cn N (n X N (n N (n 2X2 2X2 2X2 2X2 0 0 X X N 2X2 2X2 N N 1 X2 TYP - A-4 A-4 \QD 4'-6" 4'-6" 5'-3" 5'-3" 5'-3" OONCEALED FASTENERS OR ATTACHMENTS THESE PUNcS AND ALL PROPOSED WORK ARE THERESPONSIBIUTY OF THE ARE SUBJECT T©.ANY COMECTIONS CONTRACTOR OF RECORD REOUIR60-SY,PI.ELD INSPECTORS THAT MAY BE NECE96MY IN ORDER TO COMPLY INITN ALL APPLICABLE CODES. Jvp�, r A-2 5'-3" 2, _ 0„ STAUCIE COUNTY BUILDING DIVISION REVIEWED FOR COMPLIA REVIEWED BY DATE ZQ. O • -20/ PLANS AND PERMIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE P cc W W c Z_ W Z og Zr, 000 CA Z rumo8 O V� m,n � N N U UJ Z LJJ n 3 n .'�- d r- to N W OC 0 Q J Lu � U C0 Go ?mC0v CCJ L0OJ it Y co a- u- DRAWN BY AG DATE DRAWN 09/11 /14 REVISION SHEET NO: A-1 ALUMINUM MEMBERS DIMENSIONS i l 1 1tLo' 1111 THESE PLANS AND ALL PROPOSED WORlaHOLLOW SECTIONS x 2: 2" X 2X 0.046" 1/6"x52x22ALLOYEX7RUDEA1•i°�EriUBJECTTOANYCORRECTIONS2 ANGLE 5052 H-32 ALLOY EA F 2 x 3: 2"x 3" x 0050" 2 a: 2" a" o.050'° SIDEREBUINNO BY FIELD INSSPECTORS THAT x x x 2 x 5: 2" x 5" x 0.050" UPRIGHT idlr�Y BE NECEbQY !p ORDER T® ! - A OPEN BACK SECTIONS I COMPLY WITH ALL APPLICABLE CODES, LI : �` 1x2: 1"x2x0.040" I ® _° �;�• z y 1x3: 1x3"x0.045" �� 1" x 2" O.B. BASE PLATE -TYP SNAP SECTIONS 2 2 Snap: 2" 2" 0.045" - . ; v4 Mw cONc 21/4' MIN CONC o ANCHOR EMBEDMENT ' ° • • • %, ' {'I x x x .ANCHOR EMBEDMENT •, • // .,/. 2 x 3 Snap: 2" X 3" X 0.050" N a. �w 5d MIN EDGE DISTANCE FROM 2 x 4 Snap: 2" x 4" x 0.045" SLAB / FOOTING ' a a •. EXTERIOR OF COLUMN TO ` ' OUTSIDE EDGE OF SLAB /+ s 6ONAL SEAL SELF MATING (SMB) SEE PLAN o I I PROF/E 2 x 4 SMB: 2" x 4" x 0.044" x 0.100" SIDE VIEW 212" x 118" x (GIRT OR PURLIN 2 x 5 SMB: 2" x 5" x 0.050" x 0.100' (1)12" DIA. THRU BOLT w/ NYLOCK WIDTH + 1/2" x BEAM DEPTH Lu 2 x 6 SMB: 2" x 6" x 0.050" x 0.120" JAM NUT - IN LIEU OF NYLOCK JAM OR UPRIGHT DEPTH A&I I W Z W 2 x 7 SMB: 2" x T' x 0.05T' x 0.120" NUT, JAM NUT w/ THREADLOCKER ALUM BACKING PLATE I I 2 x 8 SMB: 2" x 8" x 0.072 x 0.124" (2) 318" DIA. CONCRETE MAY BE USED (? d 2 x 9 SMB: 2" x 9" x 0.072" x 0.124" SCREW ANCHORS I I TIGHTEN TO CONTACT - DO NOT I Z 2 x 10 SMB: 2" x 10" x 0.092" x 0.398" (2 1/4" CONC. EMBED) I OVERTIGHTEN = _ _ I LL1J Vr � Q NIINIMUM FASTENER EDGE DISTANCE: 1/2" t� Z uw MINIMUM FASTENER SPACING: 3/4" I (4)it10 x 1 1/2" SMS INTO 0 � z _ a' ®v 2' x P" OR 2" x 3" SCREW BOSSES I N tW/ CONCRETE SCREW ANCHOR: A„ a a• ,. •' 1" x 2" BASE PLATE ANCHORED TO �,• MEMBER LA Z W S SON TITEN HD OR EQUIVALENT •. g +, . • 'a CONC W/ 1/4" CONCRETE SCREW I I LL uj p SHEET METAL SCREWS (SMS): r a ANCHOR (MIN. 1 1/4" EMBED) 0 W � ITW / BUILDEX OR EQUIVALENT SLAB FOOTING $ 6" MAX EACH SIDE OF POST AND SEE PLAN a, ;, • 24" O.C. MAX SNAP OR SELF -MATING BEAM. FRONT VIEW ONLY C7 B 2" x 4" OR LARGER UPRIGHT TO CONCRETE DETAIL C PURLIN OR GIRT TO BEAM OR POST DETAIL Z A-2 SCALE: NTS A_2 SCALE: NTS W W o Z PIL"L [4,_'UP W Z � — 0 ' z N - - Vi Z ,tmR§ , Q Jy N N z NOTE: 3/16" 5052-H32 GUSSET #14 SMS @@ 1 1/4" O.C. 2 x 2" PURLIN - NOTCH BOTTOM O m 'm^ V N k' n' n :3CENTERLINE OF BOLT TO FLANGE TO OVERLAP UPRIGHT Z ILL, n n c ANY FREE EDGE TO BE MIN 1" 2" x _SMB BEAM NOTCHED OVER UPRIGHT 2" x PURLINS ATTACHED TO 2 x 2" x 1/8" 5052 - H32 ANGLE EA SIDE m N cz M v 12, o (SEE A-1 FOR SIZE) BEAM w/MIN (4) #10 x 1 12" SMS OR i #10 x 1 12" SMS @ T PLACE WASHER UNDER SCREW 2 x 2" x 0.062" 5052-H32 RECEIVING i FROM UPRIGHT & 24" O.C. IN GUSSET CORNER CHANNEL i EAVE RAIL (SEE A-1 FOR SIZE) INTERNALLY SCREW THRU BEAM / / / _ _ _ _ /_ " i 2" x 2" EXTRUSION W/ (3) #10 x 1 1/2"✓ 1"x 2" BACK N INTERNALLY SCREWED / { � x 0.044" OPEN INTERNALLY SCREW TO UPRIGHT W/ (2) #10 x 1 12" I (2) #12 x 3/4" EACH SMS 8 FASTEN TO EAVE RAIL W/ LEG LI 1 THRU UPRIGHT I r j _ _ / ' EACH SIDE -SCREWS #10 x 1 1/2" SMS SPACED 6" FROM I I ENGAGE BOTH PURLIN SHALL AND W/ (2) #10 x 1 1/2' INTO I (1) 12" DIA. x 2 12" THRU BOLT W/NYLOCKJAMNUT-IN LIEU /�,° �� UPRIGHT AND AT 24" O.C. I UPRIGHT 0 d W SCREW BOSSES OF NYLOCK JAM NUT, JAM NUT 11/4"TYP 5/8'. 1'Yp I I U Q i- / W/ THREADLOCKER MAY BE USED 5 NOTCH POST AS REQUIRED I I LL 1' 1" 2" NOTCH @ INSIDE OF 3 FOR 2" x 2" EAVE RAIL J F- CC)``>" co 05 MIN I MIN UPRIGHT FOR BEAM 2- 3 8 8" I UPRIGHT m r„ I I co I oC co O / I I d Y co a LL INSTALLATION REQUIREMENTS: x_SMS UPRIGHT (SEE A-1 FOR SIZE) 8„ / DRAWN BY BOLT IS TO BE INSTALLED AS TO 51. NOTES: NOT DAMAGE BASE MATERIAL DO NO OVER TIGHTEN. 8 1. GUSSET DIMENSIONS ARE MINIMUM (2) AG DATE DRAWN REQ'D - (1) EA SIDE OF BEAM - MAY BE - IIJTERNAL OR EXTERNAL 2. AS BEAM SIZE CHANGES, ADD OR 09/11 /14 D UPRIGHT TO BEAM CONNECTION SUBTRACT SCREWS TO MAINTAIN 1 1/4" C/CSPACING. F REVISION 1 _ A-2 SCALE: NTS 3. GUSSET LENGTHS REMAIN CONSTANT, SLOPED PURLIN CONNECTION DETAIL WIDTHS CHANGE TO MATCH BEAM SIZE. A_2 SCALE: NTS Q _ 2 E TYPICAL INTERNAL OR EXTERNAL GUSSET DETAIL -RIGID MEDIUM SHEET NO: AA-2 /� )ML SCALE: NTS' L__� mw (2) 1"x2"x 1/8" FLANGED CHANNEL GUTTER BRACE W/ 3/8"x2" LAG '�i'•h /' (2) \�\ fl SCREWS REQUIRED AT ALL BEAM \\ • , , , OR UPRIGHT ATTACHMENT POINTS \\\ ��` °• . • ° .� w/ (2) #8 X 3/4" SMS INTO GUTTER & BRACKET • +_', ' UP (1) @ MIDPOINT BEI-WEEN BEAMS r�� .'• v rqCg p �. 1" x 2" x 0.044" OPEN BACK EXISTING HOST WALL _ IL N.L '� � J . • W!(2)#10x212'SMSTHRU 1" x 2" OPEN BAC K BEAM INTO SCREW BOSSES INTERNALLY SCREWED TO BEAM W/ (2) # 10 x 2" P CONCRETE: Q 1/4" x 2 1/4" CONCRETE •� �'" / J \ \ 2' x 4" SMB SCREW6" AEND /�•r . \ \ FROM & @ 24° O.C. WOODg CONCRETE: EXISTING /iP i 1 ••. l MATING LAG SCREWS, 1/4" x 21/4" CONCRETEHOST FE WALL SIOAE SEAL , ELEMENT • • / 6- FROM END&@24'O.0 SCREW ANCHOR, 6" FROM END & @ 24" O.C. • • \ WOOD: / W \ 1/4" x 21/4" LAG SCREWS, W \ (1) 3/8" DIA. x 4" LAG ' 6" FROM END @ @ 24" O.C. Z LL! 118" x 2• x 2" x 2" ALUM SCREW INTO EXISTING • • n ANGLE W/ (4) #14 x 2" OVERHANG FRAMING / Ea SMS EACH FLANGE RAFTER TAIL • •z EACH SIDE OF BEAM CONTRACTOR TO VERIFY � - . _WI (D a 2"x4"FASCIA-IF LESS THAN 2" 4" FASCIA, 2" 4" CONCRETE: 1/4" 2 1/4" CONCRETE 2"x2"PURUN z Q ui x x (2) x 0 SUB FASCIA SHALL BE SCREW ANCHOR, 1"x 2" INTERNALLY SCREWED Z 0.082" BACKING PLATE ON PLACED OVER, LENGTHEN 2" x 2" x 1/8" ANGLE / // 6" FROM END & @ 24" O.C. TO 2" x 2" W/ (4) #10 x 1 1/2"N Lu En INSIDE OF GUTTER LAG SCREWS TO FULLY x LESS 2" BEAM WOOD: z W PENETRATE SUB FASCIA. DEPTH W/ (4) #14 �/ x 3" LAG SCREWS, LL O SUPER GUTTER IF OTHER FASCIA, ADD 2" x 4" PT FASCIA w/ 12" LAG x 3/4"INTO BEAM 6- RO FROM END & @ 24" O.0 0 W 0 � BOLTS - 1 1/2" INTO TRUSS f2 N LL TAILS- COUNTERSINK FLUSH. WHEN INSTALLING 1/2" LAG SCREWS, PRE-DRILLw/ 3/8"DRILL TO G-1 BEAM TO HOST STRUCTURE ATTACHMENT DETAIL G-2 PURLIN TO HOST CONNECTION DETAIL PREVENT SPLITTING. A-3 SCALE: NTS SCALE: NTS A-3 G GUTTER BRACE & MATING ELEMENT ATTACHMENT DETAIL Z A-3 SCALE: NTS W _ W o Z V= Z z THESE PLANS AND ALL PROPOSED WORK � z� A SUBJECT TO Alff CORRECTIONS w a z -pc; g S Z SELF MATING BEAM -RE REBUIR15D BY FIELD INSPECTORS THAT O R Q N N W W a PURUN z � 3 ^'P MAY BE NECE96A NY IN ORDER TO � � s v=i COMPLY WITH ALL APPLICABLE CODES" WOOD: #10 x 3" WOOD SCREWS, 6" FROM GIRT & @ 12" O.C. CONC: 1/8" EXTERNAL BACKING PLATE Vi 1/4" DIA, x 3" CONCRETE SCREWANCHOR,6" FROM GIRT & @ 24" O.C. (2)'#14 x 2" SMS _ _ COPY W � 2" (4) #10 x 1 1INTO scREwsoss DETAIL #2 a w U �Wj LL J co co mUrn I -n O W M M J Loo f0: `..0 co 0- LL 2"x2.OR2"X3"HOLLOW DRAWN B SECTION GIRT 2" x 4" x 1!8" STRAP AG 1" x 2" DATE DRAWN _ 09/11 /14 2" x 2" x 1/6" ANGLE OVER TOP REVISION OF EAVE RAIL W/ 14" DIA. 1 _ THRU BOLT DETAIL #1 © _ C-1 1X2 TO HOST STRUCTURE DETAIL u H-3 ROOF BRACING DETAIL SHEET NO: A-3 SCALE: NTS A-3 SCALE: NTS A-3 CORNER 1" x 2" O.B. FASTENED TO CORNER POST W/ #12 x 1 1/2" SMS AT 6 FROM TOP & BOTTOM RAILS. TYPICALLY @ 24" O.C. 1/8" x 2" x 2" EXTRUDED ANGLE 5052 H-32 ALLOY EA CORNER W/ (2) #14 x 2" SMS INTO POST & (1) 3/8" DIA. CONCRETE SCREW ANCHOR INTO CONCRETE (2) #10 x 1 11T SMS — THRU SCREW BOSSES 21/4" ANCHOR SLAB / FOOTING '- SEE PLAN ..d 4 , +, 8a • , SIDE VIEW (4) #14 x 3/4" SMS INTO POSTS/ POSTW/1'x2"@ 3/8" x LENGTH AS REQUIRED FOR 2 1/4" EMBED CONCRETE SCREWANCHOR INTO CONCRETE 1' x 2" BASE PLATE ANCHORED TO CONC W/ 1/4" ,. <d •• CONCRETE SCREW ANCHOR °'• (MIN. 1 1/4" EMBED) 6" MAX EACH SIDE OF POST a. s a a AND 24" O.C. MAX lt I. • e FRONT VIEW CP-1 CORNER POST TO CONCRETE DETAIL A-4 SCALE: NTS THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY COP^9ECTIONS REOU'R1 D BY PIELD INSPECTORS THAT MAY BE NEC€96ARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. 1/8" x 2" x 2" EXTRUDED / I (4) #14 x 3/4" SMS ANGLE 5052 H-32 ALLOY INTO DJ a 2//T MIN WNC ' SLAB / FOOTING a < 'd • • •ANCH00. EMBEDMENT SEE PLAN •:� •Y 'a< SIDE VIEW (1) 3/8' DIA. CONCRETE SCREW ANCHORS I I 2" x 2" DJ (2 1/4" CONC. EMBED) .•a• .Y 4• 1",x 2' BASE PLATE ANCHORED TO CONC W/ 1/4" ` CONCRETE SCREW ANCHOR • °• A (MIN. 1 1/4" EMBED) < I , o tl' ' a ; 6"MAX EACH SIDE OF POST +•-• w' A °a' AND 24" O.C. MAX ,,`'6"' ` 4.' 'a :9.8 FRONT VIEW DJ-1 DOOR JAMB TO CONCRETE DETAIL A-4 SCALE: NTS lip,". . U CD CID, surr PROFE5SIbNAL SE,P.L , W O W Z W (9 d z z o 0 J ,o m 0 o �Z Z W Ln z Y Z LW6 W z- Q 0 n" t; W �I z , W I W W o Z j ZU" m w Z_ oo I m o tuA a (D LL N N W f< ui �C�y�j U O rninn 1 Z co W I= � �w a U Wco L�u LL J Lu LU U) Do 0 co d J Lo O J f1 `1 Do D_ LL AG DATE DRAWN 09/11 /14 REVISION 1 - SHEET NO: A-4 SURVEYOR'S REPORT 1 This Survey shall not be valid unless sealed with an embossed Surveyor's Seal 2 No underground improvements have been located as part of this Survey. 3 The last field dote of this Survey was: 7-2-14. 4 This Survey was prepared using the Plat of Record only. No other documents were provided and no search of the public records was performed by this office. 5 The Survey shown hereon meets the requirement for field accuracy in a suburban area as set forth by the Minimum Technical Standards (5J-17.050-052FAC). 6 By acceptance of this survey all parties agree that the signing surveyor's liability is limited to the amount paid for said Survey. 7 Unless other wise noted all bearing and distances are in accordance with the record plat and have been verified by field measurements. See map for bearing base. 8 Parcel/Lot line locations have been based on found survey control along the center line of Belfry Place. 9 There is apparent use of the adjacent and/or subject property along the comment lot line between lots 46 and 47 as shown hereon 10 The Legal Description shown hereon was provided by the client and/or his/her representatives. 11 No ownership of fence lines has been determined as part of this Survey. 12 Off set calls to found survey control are relative to the nearest property corner, intersection of lines, point of curvatures (PC), point of reverse curvatures (PRC) or other identifiable point. 13 Compliance with local zoning requirements and or with requirements 'set forth by other State, Public, and/or Private entities has not been verified as part of this Survey. Flood Zone Data derived by scaling methods of the official FEMA Maps and limited to the accuracy of such maps. Flood Zone: X Community #: 120287 Panel #: 0260 Suffix: J Date: 2.16.2012 Prepared For: Lucie LEGAL DESCRIPTION Lot 47, POD 28 at The Reserve, according to the Plat thereof, as recorded in Plat Book 34, Pages 29, Public Records of St. Lucie County, Florida. FIRCa LB4942 0.12'S I Lot 48 0.1WE S3203628"E 130.00' o a 4 �of o__ �•. v. w , �\ I � Un �— --20.8'--- G FIRC LB4942 0.20'N 0.16'W PREPARED FOR: Walter E. Klein III, Constance S. Klein. Huntington National Bank. Prestige Title Agency Inc. Old Republic National Title Insurance Company. Prepared By: Regina C. Kamer, PSM#4363 Kamer Surveying, Inc. LBJ7357 Mr. and Mrs. Klein CAC D fti� ' 67.1' E 0'-. Lot 47 \ 2.0' One Story Residence 8533 Belfry Place .,, co 11.0' 4.9' 48.1 ' M CBS Wall ±Along Lot Line i` 15. � N3203828 "W 130.00' Lot 46 LEGEND FCM - Found 4 z4 Concrete Monument RP - Found }' Iron Pipe FIPC - Found Iron Pipe with Cap FlR - Found #5 Iron Rod nRC - Found 15 Iron Rod with Cap SIRC - Set 15 Iron Rod with Cap 18J7357' nPC - Found 112' Iron Pipe with Cap FM - Found Mag Nail FMD - Found Mag Nail with Disk FN - Found Nail FND - Found Nail with Disk FNTT - Found Nail with rin Tab FPK - Found PK Nail FPKD - Found PK Nail with Disk FRRS - Found Rail Road Spike /CO - In Pavement Cut Out KARNER SURVEYING, INC. Residential & Commercial Surveying Services 2740 SW Martin Downs Blvd.#333, Palm City, FI.34990 Phone: (772)288 7206 Fax:(772)223 8181 - - 11_� U11 LEGEND �n N _ _2_5.0' ® FIRC -- Smashed LIB M Q j E a, O O o OW LIZ g ko x m° l �D _ 25.0' 1 FPKD TCB WMI LB6790 N rr< C/E - Covered Entry CAC - Concrete Pad with Air Conditioning CBS - Concrete Block Structure CMP - Corruyofed Metal Pipe CO -Clean Out CPE - Concrete Pad with Pool Equipment CTV - Cable TV Box CWE - Concrete Pad with Water Equipment GV - Water Gate Valve HYD - Fire Hydrant OIL - Overhead Utility Line PP - Power Pole SL - Street Light TCB - Telephone Communications Box SSMH - Sanitary Sewer Manhole UB -Utility Box WM -Water Meter NM MIN. SETBACK REQ. FRONT 10' SIDES � 1 cNp SIDS 1� REAR ZNG. TECH. Q FPKD No ID /Co FPKD No ID lU /Co Sheet Title, Boundary Survey Scale' 1 -20' Date' 7-7-14 Drown By, Field Book, CADD-1 1406.75 Job Mo. I CADD Re, 1406-36 Sheet No., 1 Of 1 File Nov Prq: SLC_ReservePOD28\ReservePoa28 '.1 y