Loading...
HomeMy WebLinkAboutSUBMITTED PAPERSOFFICE USE ONLY: Date: I Fee Due: Receipt# Permit # PLANNING & DEVELOPMENT SERVICE BUILDING & CODE REGULATION DIVISION 2300 Virginia Avenue Pie Ft. Pierce, FL 34982-5652 772-462-1553 410 APPLICATION FOR ALUMINUM STRUCTUREW-PIC ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED PROJECT INFORMATION 1. LOCATION/SITE ADDRESS: (a,` 6-, 2. PROJECT NAME: eSITE PLAN NAME: 3. PROPERTY TAX ID 4. LEGAL DESCRIPTION (attach extra sheets if necessary): C�-s 'P�: Z �y 15` - 5. PLAT BKSPAGE �n�� BLOCK LOT 6. PARCEL SIZE: ACRES/SQ FT. a 21 LOT DIMENSIONS 17 —0 /K 7. SETBACKS (ACTUAL) FRONT: ���i BACK: RIGHT SIDE: !j�r�LEFT SIDE: 8. TYPE OF STRUCTURE (CHECK ALL APPROPRIATE BOXES FOR EACH AND EVERY TYPE OF STRUCTURE) TYPE OF CONSTRUCTION N = New A = Addition R = Rebuild SG = SR = WD Slab on Grade Raised Slab = ood Deck DIMENSIONS SQUARE FEET OF CONSTRUCTION SCREEN ROOM NEW ❑ EXISTING X CARPORT/PATIO ROOF ❑ NEW ❑ EXISTING X ❑ HABITABLE GLASS ROOM ❑ NEW ❑ EXISTING X ❑ CAT 1, 2 OR 3 SUNROOM ❑ NEW ❑ EXISTING X ❑ ALUMINUM COMP. SHED ❑ NEW ❑ EXISTING X ❑ POOL ENCLOSURE ❑ NEW ❑ EXISTING X ❑ M H ROOF OVER ❑ NEW ❑ EXISTING X ❑ ROOF SYSTEM OVER EXISTING ACCESSORY STRUCTURE ❑ NEW ❑ EXISTING X 60 OTHER: de CCOL Sk NEW ❑ EXISTING ElALUM POOL FENCE Linear feet TOTAL SQUARE FOOTAGE OF CONSTRUCTION fl 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. SCANNED SLCCDV Form No.: 001-02 Rev.04126/2010 St. Lucie County C� OWNER INFORMATION NAME:rncy-�V-1 ADDRESS: ( �7 CITY: STATE: C.._ ZIP `I. L PHONE (DAYTIME): KV 7 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 r STATE OF FLORIDA '7 ST. LUCIE COUNTY CERT #: ARR,EG.//CER BUSINESS NAME:' QUALIFIER'S NAME: ADDR S:cO CITY: STATE: "F= L ZIP _a PHONE (DAYTIME): M LRAS- CO-7 j2 FAX NO. 72 27,- k4Co S- 3?5Z email:Gplwri.nC� ; hQ. �/Cj.` ccols—-- ARCHITECT/ENGINEER: ADD O�_. - � L�1 p�+' ! - CITY I� } Cam✓ STATE: 'L ZIP�� PHONE (DAYTIME):-Q'-7)S3Z- C?,-,)y0 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 9, BIMS FEE $ MISC FEES TOTAL FEES $ CODE BUILDING &.ZONING REVIEW FRONT PLANS VALUE OF CONSTRUCTION REVIEW COUNTER ZONING SUPERVISOR EXAMINER VEGETATION USING ICC TABLE DATE COMPLETE I, c�7 o"I 4 #-a-/ 4 `'� PA: �2 876 r� ` INITIALS et=v� •• r 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 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 withstand the uplift and weight of the aluminum structure and said structure will not excel footprint of the structure that was in existence prior to ren$val by the storms. SIGNATURE SIGNATURE STATE OFF I A S OF FDA '--�; � : , m ` � z COUNTY OF 1—� I""+""'�COUNTY OFF. LS�� �, o m 3 3 c The foregoing instrument was acknowledged before in30 o ,�;; The foregoing instrument was acknowledged before y N•m In m this day of , 20 • : me this day of Y�.,� 20 v by �� c by Y N go rn r who is personally known %- 4o me, or who has W N o F ho is personally known to me, or who has °7 r produced " roduced , as i ification. as identification. Seal) a ure o otary ?iignature 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. PLAN "UW SPIECI PICATION Mr,%2KLIST 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 legible and must be designed in Architect's Scale on pages which are 81/2" x I I" or larger. o 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. o All elevations must be shown, including 4`h wall detail, dimensions and all material must be sized and identified. All primary-and-secondary-carr-ier-beams,-spans,-spacing, gauges-must-be-sho-wn4Example� 8"—x .0 " . O 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'_'].._________ o All chair -rails, roof purlins, girts, channels, knee -bracing, k-bracing, cable bracing or any other required component must be sized and identified. o All ridge beams and super gutter or fascia attachments must be identified. o All roof pans or composite panels, with gauges and spans, must be sized and identified. o All footing, slab and ISO pier designs must be on the plans, per the Architect / Engineer's plans & specifications. c All light metal alloys which are utilized shall be designed in conformity with the Florida Bldg Code of 2010, Chapter 20. m 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. (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 4`s 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. JOSEPH E. SMITH, CLERK_ OF THE CIRCUIT COURT — SAINT LUCIE COUNTY FILE # 3922353 OR B( 3601 PAGE 1843, Recorded 02/05/2014 02:22 PM NOTICE OF COMMENCEMENT To he completed when construction value exceeds $2,500.00 PERMIT0: TAX FOLIO#S tcotS'5t�H'ONS'COD 'U STATE OF FLORIDA COUNTY OF 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 DE IPTION OF PROPERTY (AND ST, EET AqD , S, IF AVAILABLE): L(�S O.\y►'LO.S L�1 /��1 Co�fZc 1 Lng �oamASn� ll`loa A QSL ZyCI'S GENERAL DESCRIPTION OF IMPROVEMENT:C _OY-\n e' e , ✓bO Interestin Name and CONTRACTOR'S NAME: _ THE PORCH FACTORY, LLC Phone No.:772A658772 Address: 7356 Commensal Circle Unit 40, Ft. Pierce, FL 34951 SURETY COMPANY Qf applicable, a copy of the payment bond is attached): Name and Address: Phone No:. Bond amount LENDER'S NAME: Phone Persons within the State of Florida designated by owner upon whom notices or other documents may be served as provided by Section 713.13 (1) (a) 7, Florida Statutes: Phone No.: In addition to himself or herself, owner designates of to receive a copy of the Lienor's Notice as provided In Section 713.13 (1) (b), Floida Statutes. Phone number of person or entity designated by Owner. Expiration date of Notice of Commencement: (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): that I have read the foregoing and that the facts in it are true to the best of my knowledge and ballet. Lessee, or Owner's or Lessee's Authorized Signatory's TlUelOffice The foregoing instrument was acknowledged before me this Zq day of �l�Y LIJ�,a , 20_ tH By,Odl4ttL �1°it(AN as for Name of Person Type of authority (e.g. officer, trustee) Party on behalf of whom instrument was executed. .f ff Personally known ❑ or produced identification 2" otary's Signp6re Type of Idenfication produced f+L � Print, T p Notary) a ,Owl ( Type, or Stamp Commissioned Name of Nola .gERALrNNE RUSSELI T:IBLD1BIdg_FomrsWew Appticetions(1FormsWotice of CammencementDoa MY Comm. Expire$ Jul 22. floisryPublic 'Slats of FlorWsCommission ♦ FF 03139217 08118e-�?-014 13:15 77246532512 PAGE 02/02 (A �/�r�iil�c 55997220 Cumwcmft cw0aw"mo: CASH1090 PORCH FACTURY F""cow mmm lWaft b0lkwyAftW* 03/12/t4 0424. LAS PAS Way FAST OF USI, OFF OF KITTERMAN RD 947 03112/14 VERBAL uwmw-,g Im SMKLUCINEC 3305197t, 5.Od 1­11652—tm2r163-264 1-04RE SIMMS LND9rP.- 'PATlO ......... .. . r�r =7 I a= -T S.00 5.00 5-015 llsa$36 2300 RED Y03 107.00 535.00 1.00 1247818 FUF3- SURCHARGE 00 27. 00 1.00 1202749 ENVIRONMENTAL CHARGE FRZ :2 FW 000 IS.00 1.00 ISS460S MtNlMUM-=4ARGE,LESS THPN 6 C Moe 00 150400 SALES TAX% 47.28 TOTAL AMOUNT PDR THIS TICKET NOT INCLUDING STANDBY CHAR803c ;774.&S 4 1 law otsomawlimb—d .a—au—ml 03, yw cb your drab at =100 DfdyoukW.fthn,vcjpi I" YW U.SV)'QVF w"wv;:l D$d r.0 Ulsa Voi tr IL -*,olk wjy 774ag WATERADDED., RduML VARDS IN DRUM WAr.W Abb&M- CUMLM 0MOSWATOWNERWORMSRSOUEWR I — y*UMDWAa"-M0 uro—' Or So mm, mallmis "Twalm Dom lklow ol � WHO mmo io fw #-WIN w CAUTOM wb"W um 41 No OW M IL 1)" e OHM&%* nib oourrtrmrtmns PREV TftKl CMK04AL LOAD NUKc . . . .. ... ...... .. . . ... .......... ....... .. . ...... ... . ...... ... Search Results for Map Page IofI Horne About This Site Lat/Long Finder Related Resources Sponsors About ATC Contact Search Results Latitude: 27.3474 Longitude:-80.3241 ASCE 7-10 Wind Speeds (3-sec peak gust MPH*): Risk Category I: 147 Risk Category II: 159 Risk Category III -IV: 171 MRI" 10 Year: 87 MRI** 25 Year: 107 MRI** 50 Year: 119 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 govern. La Download a PDF of your results Print our 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://www.atcouncil.org/windspeed/index.php?option=corn content&view=article&id=10... 1/29/2014 OWN all F nit �-"ay. 't� "'"' x t "3M� `�.rg t A s^ J =a ' i ' +V;y.. ri �.;ea �•x° �' s^ A#�¢ �3 s'h S� j� ,r k r 9 •' y f WL L tr 1 } b t w ,:i+,'`'.. vw ^'^. ......._,.d.. • e t At / _ { �\ �� +k ,�:Jati� 8ag�, �'+�,4 t +' + 'A e. . Jti i ..� � '�'. 3{k.� a x; Laa:aimaosW�ydiPBr�tSt LUCle Fl34952 e R Y'� .y 53fC4.il ii[1 "1 „�, �+r ,(t gti'i a f mat S + r�7.'. "Poo gyh"4 4.. �,. 1-1 t �i�rr� �' Yr • fx„ s� �` ; "" +.r �t,.,, sY '£+, u � � i.v >�.� F t � „�, = r a : k try , " ,t IMMITIR T 71 }yq ,•a- .x. �z§�k I FOUND NAIL o^ fV N C14 0 I o A v d N x a In _E I o Q N I c v o J � I I 6424 Las Palmas Way, Port St. Lucie, Florida 34952 A S B U I L T SURVEY INI_N: SETBACKAEQ; FRONT SIDES' CNRSIDES ZNG 4 TECH: LOT 12- r ILE,2'0,48' N 89.42'3 " FD. COULD NOT FLAG DUE TO W Q — M. o 6P.UD.E. BEES NEST a — — — 24,85 C.P, CD o 51,80' m CD O CONC. 0 1 STORY CONC, BLOCK I DRIVE om fZ I o OLn Q F. 13.00' � z Q 4Jir CDIloo, uN-i i o N U 'r— Q J CD CD o CD I 40.80' O CD 00 L FD, — — — 6 — -- N89'42'36"�J 120.47' FD' o CD LOT 10 Dig itally signed by James A. Cesiro Jr. DN: cn=James A. Cesiro Jr., o=Atlantic Land Designs James A. Cesiro Jr. of the TC, ou, email=ALD5543@gmail.com, c=US Date: 2010.09.20 00:52:58-04'00' SEE PAGE 1 OF 2 FOR CERIFICATIONS CONTRACTOR: THE PORCH FACTORY 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: Vor.T =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: Non -Habitable, Unconditioned Foundation Design New Type H 4" Monolithic Concrete Slab - 8" a 8" w/(1) #5 Cont. 39" overlap at joints on 3" chairs and poured w/ 2,500 PSI concrete. The foundations are based on a minimum soil bearing pressure of 1,500 psf. 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 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 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 (ldckplates) 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 COUNCIL'S WEBSITE AND GOOGLE EARTH. 8'-0. —f 1X2 O I io .F 2X: L2X2GIRT 7'-6- - ot l G DIYISIO= I ST. LVCIE CCU` BLLD REWENI'ED FOR CONS A DATE T SST BE KEPT O JOB PLANS �VU BE 1\IaiDE. Ton rNG,_ EC I _ Cn is �• • % Eli £r, ,.aeSEA'• PROFE991614SLL` U2 I `o I m iP6 2X2G--�IIRppT (��11r) 0 I 1X2 m �k - 7'-6" • 3"X4$"Xff 19 Y 0.024" COMPOSITE PAN ILL 2X2 2X3PB 2X3PB 2X3PB 2X2 to 1to 2X2GIRT V1X2 _ (TYP) A-2 A A-2 6'-4j" 6'-41" 6'-41" 6'741" W w Z ui C9 a w CQ7 c Q � � Z ui O �Z rn Z LL jo O wit 0 J N LL w OC LLJ � J ti U AC Z � w 0.0 Q Z �� 5 O LL N N U ZZ LE €a�� m to ca M CM DRAWN BY TP DATE DRAWN 01/29/14 REVISION SHEET NO: A-1 ALUAW'iUM MEMBERS DIlVZENSIONS ` ` DIA U BOLT W/ NYLOCK �7 HOLLOW SECTIONS JAM NUT - IN LIEU OF NYLOCK JAM JA U �A ^ 0• 2 2: 2" x 2" x 0.046" 1/6" x 7' x 2" EXTRUDED NUT, JAM NUT W/ THREADLOCKER x 3: 2" 3" 0.050" ANGLE 5052 H-32 ALLOY EA MAY BE USED L 2 x x x SIDE ® TIGHTEN TO CONTACT - DO NOT 2 x 4: 2" x 4" x 0.050» OVERTIGHTEN r I, 2 x 5: 2" x 5" x 0.050" OPEN BACK SECTIONSkL 1x2: 1"x2"x0.040" •; `� 1x3: 1"x3"x0.045" �� �'. a, a 4• _ `? - SNAP SECTIONS k d . ' :. �' e • �. "• ,✓ ' , !, �� t N 2 x 2 Snap: 2" x 2" x 0.045" > °, ' �r� • • ^ ' . �� . 2x3Snap: 2"x3"x0.050» " " » SLAB /FOOTING dd ,m e "a as AS ;;^ar' �',� v ' ! 2 x 4 Sna : 2x 4x 0.045 p SEE PLAN ,• a' , •, •� a .> I I PROFE + UTAL SEAL ! SELF MATING (SMB) SIDE VIEW OPTION 2: I I 0.040" x 1 1/6' x 2" x 1 1/8" ! ! 2 x 4 SMB: 2" x 4" x 0.044" x 0.100" OPTION 1: RECEIVING CHANNEL w LLJ 2X5SMB:2"x5"x0.050"x0.100" 2" x 2" x 1/8" ANGLE W/ I I (3) #10 x 3/4" INTO W 0 2 x 6 SMB: 2" x 6" x 0.050" x 0.120» [Wf (4) #10 x 5/8" EACH SIDE I I GIRT EACH FACE & (3) Z W 2 x 7 SMB: 2" x 7" x 0.05T' x 0.120" (2) 3I8" DIA CONCRETE #t0 x 3l4" INTO UPRIGHT 2 x 8 SMB: 2" x 8" x 0.072" x 0.124" SCREW ANCHORS I I UPRIGHT — — — — — — — — — Z 2 x 9 SMB: 2" x 9" x 0.072" x 0.124» (21/4" CONC. EMBED) I I W c 2 x 10 SMB: 2" x 10" x 0.092" x 0.398" I MIAIIM[JM FASTENER IDGE DISTANCE: 1/2" MINIMUM FASTENER SPACING: 314" — — 1"x 2" BASE PLATE — — I Z Own i 0 cC z i va nuN cor ° ANCHORED TO CONC W/ 1/4" s e , CHAIR RAIL MEMBER I I G N CWl aNcxon « CONCRETE SCREW ANCHOR CONCRETE SCREW ANCHOR: EWEDMENr e (MIN. 1 1/4" EMBED) 2X PATIO I I W W a SHAPSON TTTEN HD OR EQUIVALENT 21/ANCH R NC c o ' ; a & d , ° 6" MAX EACH SIDE OF POST I I LL > O 0 SHEET METAL SCREWS (SMS): EMBEDMENT r AND 24" O.C. MAX KEXTRUSION W 0 TTW / BUILDEX OR EQUIVALENT % a I I d N u tl° ® . SLAB / FOOTING ' ' ° '•' a, . , a SEE PLAN ° ` W FRONT VIEW C B PURLIN OR GIRT TO BEAM OR POST DETAIL b 2" x 3" A-2 OR LARGER UPRIGHT TO CONCRETE DETAIL SCALE: NTS _2 SCALE: NTS m LLI J .. U �? ' O.B. F TENED TO CORNER Q p �yg P T W/ #1 1 12" SMS AT 6 FROM W z m m a TOP & BOTTOM RAILS. TYPICALLY @ '^ I 24" Q.C. Q Z Et � 91 i n OrnFm mm U 1/8" x 2" x 2" EXTRUDED ANGLE 5052 U Z a 1. CORNER POST-\ CORNER POST H32 ALLOY EA CORNER W/ (2) 914 x 2" Z M c I I I SMS INTO POST & (1) 3/8" DIA q o 16" CONCRETE SCREW ANCHOR INTO in66 ,m..1 u 1 LL CONCRETE (2) #10 x 1 12I " SMS — THRU SCREW BOSSES — 21/4" MIN CONC WOOD: ° a ° ANCHOR EMBEDMENT GRADE I #10 x 3" WOOD SCREWS, 6" SLAB/FOOTING ` FROM GIRT & @ 12" O.C. CONC: SEE PLAN oa• 4 , a• ,'a' Vi Vi Q s °' , . s ° 1/4" DIA. x 3" CONCRETE e ° W ® Q°SCREW ILI ANCHOR, 6" ° °(4) CONT 31"OVERLAP FROM GIRT & @ 24" Q.C. #10 x 112" INTOSCREW BOSS ' (4) #14 x 3/4" SMS SIDE VIEW CORNER POST W/ 1" x 7 I#5 BACKSIDE < 15 JAT JOINTS ON 3"CHAIRS INTO POSTW(q8" I I 30 x LENGTH AS REQUIRED -� O g TYPE II I FOR 21/4" EMBED CONCRETE SCREW ANCHOR INTO Q J a, E w CV m MODERATE SLOPE FTG I CONCRETE CL co 0- LL 2:12 - 3:12 1"x 2" BASE PLATE — 2" x 7 OR 2" X 3" HOLLOW ANCHORED TO CONC W/ 1/4' e ' a., DRAWN BY NOTES FOR ALL FOUNDATION TYPES: I SECTION GIRT CONCRETE SCREW ANCHOR f ' 1. THE FOUNDATIONS SHOWN ARE BASED ON A MIN SOIL BEARING PRESSURE (MIN. 1 1/4" EMBED) OF 1,500 PSF. 6" MAX EACH SIDE OF POST a a d DATE DRAWN 2. THE SLAWFOUNDATION SHALL BE CLEARED OF DEBRIS, ROOTS AND 1"x 7 AND 24" O.C. MAX ' COMPACTED PRIOR TO PLACEMENT OF CONC. • • 01 /29/14 3. CONCRETE SHALL BE PER SPECIFICATIONS ON SHEET A-1. REVISION 4. SOIL TO BE TERMITE TREATED PER 2010 FLORIDA BUILDING CODE, SECTION A . r e ; ` ' R318.1 •, ,''•d FRONT VIEW A TYPE II FOOTING C-� 1X2 TO HOST STRUCTURE DETAIL SHEErNO: A-2 LE: NT ^ _� !1 SCALE: NTS CP_1 CORNER A_2SCALE:NT9 POST TO CONCRETE DETAIL A-2-i 3" x 0.040" ALUM RECEIVING CHANNEL W/ #12 x 3X' TOP AND BOTTOM AS END CAP (2) 3/8" DIA. THRU BOLTS 1"x7'W/(2)#10x2"SMS INTO SCREW BOSSES INTO UPRIGHT & (1) #10 x 2" SMS 6" FROM EACH SIDE OF UPRIGHT a @ 24" D.C. (4) #14 x 4"SMS W/ NEOPRENEFACED WASHER EA. PANEL 3" x 48" x 0.024" COMPOSITE PANEL ROOF 1" x 1" x 1/8" ALUM ANGLE WI (3) #12 x 3/4" SMS EACH SIDE 2"x3"PB UPRIGHT OR POST -SEE SHT FOR ADD'L WiMEBER INFO. S COMPOSITE ROOF TO POST CONNECTION n _3 SCALE: NTS FLASHING - INSTALL UNDER EXISTING DRIP EDGE 3" x 0.040" EXTRUDED RECEIVER CHANNEL 912x3/4"SMS@12" TOP AND BOTTOM W/NEOPRENE WASHER @ TOP SCREW ONLY 3" COMPOSITE PANEL (2)114" DIA, x 3" LAG SCREWS @ EACH OVERHANG S'?COMPOSITE PANEL TO FASCIA DETAIL A-3 SCALE: NTS r• = ✓ �c 7 Ate. V-7 O - •�' PROFESSIONAL SEAL I W W Z LL! 3 � Z Q rn W o Q � � Z 0� 0 z LLI Z L�J LL LLI 0 W� cc f— O a Ln W U ry IW_ 3 W dl Uy ., o$ 8 N LLI tmgg Q Z 0 L Z Z �3NN a = LLA o�CC e�3 o clt;py N Nt+�LL LL 2"x3"PB N � (n Q -- --- . • / LILI 0 U) Q W_ a ------ J CONCRETE: r 0_ (2)1/4" x 3" QUICKSET ANCHORS INTO WALL LLI �: C0 H 04 --� 0 � v 1 1/8" x 21/8" x 1 1/8" x 3" x 0.04(Y" WOOD: O v c,) ALUM RECEIVING CHANNEL W/ (4) #14 x 3/4" SMS EACH (2) 1/4" x 3" LAG SCREWS INTO WALL W � O J ♦2 D_ co D_ LL SIDE INTO BEAM DRAWN BY TP DATE DRAWN 01/29/14 REVISION 0 © S-2 BEAM TO HOST STRUCTURE ATTACHMENT DETAIL SHEET NO: A-3 SCALE: NTS A-3