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HomeMy WebLinkAboutSUBMITTED PAPERSOFFICE USE O Y: Date. Fee Due: Receipt# Permit # CI PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 0 c,;;— n 2300 Virginia Avenue Ij J Ft. Pierce, FL 34982-5652 772-462-1553 APPLICATION FOR ALUMINUM STRUCTURES PERMIT ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED i PROJECT INFORMATION 1. LOCATION/SITE ADDRESS: UMPI VU 2. PROJECT NAME-3w n e_ SITE PLAN NAME: AV, 3. PROPERTY TAX ID #: 4. LEGAL DESCRIPTION (attach extra sheets if necessary): J �I 5. PLAT BK ` ,9 PAGE r BLOCK LOT —0 1 � � O 6. PARCEL SIZE: 42)SQ FT. O ! AVt LOT DIMENSIONS f O 6 Z 7. SETBACKS (ACTUAL) FRONT: NV h BACK: J RIGHT SIDE: 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 = Wood 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 SF,t NEW ❑ EXISTING X ❑ M H ROOF OVER ❑ NEW ❑ EXISTING X ❑ ROOF SYSTEM OVER EXISTING ACCESSORY STRUCTURE ❑ NEW ❑ EXISTING X ❑ OTHER: ❑ NEW ❑ EXISTING X ❑ ALUM POOL FENCE Linear feet TOTAL SQUARE FOOTAGE OF CONSTRUCTION 9. VALUE OF CONSTRUCTION: $ �5 " I Lib - 6 o 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 $2500 or more, a RECORDED Notice of Commencement must be submitted PRIOR TO FIRST INSPECTION. rk SLCCDV Form No.: 001-02 Reu04/2612010 w OWNER INFORMATION � �(,� e� Ct ,� NAME: M► t-Wt\PWne— ADDRESS: <6c�% CITY: �0�� } STATE: ZIP SLPI O PHONE (DAYTIME): 3LP . �-� ` EMAIL: FILL IN NAME AND ADDRESS BELOW IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE: FEE SIMPLE TITLEHOLDER: ADDRESS: CITY: STATE: ZIP PHONE (DAYTIME): () CONTRACTOR INFORMATION V STATE OF FLORIDA REG./CERT #: ST. LUCIE COUNTY CERT #: BUSINESS NAME:Ti enefy- QXI �&uij . -T� sL SnL. QUALIFIER'S NAME: Iwo d L171e -orYiay-) ADDRESS: 1 L$ a LS.I,J . & 1-h-n pre- Sk - CITY: `ro r fi S}- . Lux- C- STATE: FL_ ZIP 94.8 4-- PHONE (DAYTIME): q12!)a 4-D - 3 93 FAX NO. `�j40.4 -0a (P email: P)' On ee,r Sc reen (P ,r sn .Cvn ARCHITECT/ENGINEER: J� V ► m � A `JS 6 edre.s ) A-C- "b ADDRESS: Q• ©• rJp K i jj U -6 Q CITY: STATE: rL ZIP 3 �1 PHONE (DAYTIME): c� �3�_ �5 5'1 • °� Q 55 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 �1 ` TOWNSHIP �j� RANGE MAP NO. 1- _ ZONING\� LAND USE S LOT CVG % Additional Permits Required REPORT 1\ 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 INITIALS PLAN REVIEW SPECIFICATION CHE r, 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. El2 Sets of Detailed Plans: Designed in accordance with any Approved Manual per fs-489.113. (>) 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 11" 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 4th 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 Building Code of 2007, Chapter 20, including 2006 revisions. • Barrier railings, if utilized, shall have all materials, fasteners and height specified and shall have self -closing, self - catching gates with picket spacing. (Il) 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"' 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. t 1 I 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 r uirements of the Engineer of Record and is in adequate condition to withstand the uplift and weight of the al inum st ture and said structure will not exceed the footprint of the structure that was in existence prior to removal by a storm v OWNER OR CONTRACTOR SIGNAT CO TRACTOR SI NATURE STATE OF FLO A COUNTY OF� The foregoing instrument was acknowledged before me me this O'�day of , 20'1,l by —AAMa , whn is f PrCnnally known ✓ to me, Or Who has STATE OF FLORIDA COUNTY OF. The foregoing instrument was acknowledged before me ,I-Vr me this day of I.o i , 20 1 1 by 1 CGh a e—J NeA.,)IMCt�r--N who is personally known produced ��•l 1yL�.i 5 1 t� produced P,1 F.ICIA M Glum -IA as identification. NOTARY PlasPiYentification. a ESTATE OF FLORIDA ® ' Comm# DD957635 Se�al)", a " EXptre!� 3/ Signature ofNota ry Signature of Notary IMPORTANT NOTICES: V- to me, or who has BEVERLY S WALLA V ' e # 10835 105 - �',+ •• oI;° EXPIRES November 03.20 2 (407),,398-09G0 FlordallotaryService.wm I.tXQ QQ (Seal) • 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. 09/12-12011 16:61 7,-726 PAGE 01 NOTICE OF COMMENCEMENT PERMIT N0.— TAX FOLIO NO, 7'7`� - S 0-1`—A�Q—(ems—.—dp - JOSE PH E. SMITH, CLERK OF THE CIRCUIT COURT SAINT LUCIE COUNTY MILE # 3614921 08;03/2011 at 0&40 AM STATE OF FLORIDA OR BOOK 3312 PAGE 1835 . 1835 Ox T/pc: NC COUNTYOF___y�-`—� RECOROING: sio.00 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 the Notice of Commencement: Legal Description: ( include ctran* „4.1.,...- It _P General Descrl tion of Improvements: Screen Pool Enclosure Owners Name: M y Address:g0_ Owners Interest in Site of Improvement: Fee Simple -- Fee Simple Title Holder (If other than owner) Contractor: Pioneer Screen Co, Inc. II 1682 SW Blltmore Street Port St. Lucie, FL 34984� Surety: --- ---N/A ........ Amount of Bond: ------ ------- ---____ Lender ( Persons or Entities making a loan for the Improvement ):____________________ Address: ------------ ----------- Name and Address of persons within the State of Florida designated ,by the owner as person upon whom notices or other documents may be served as provided by Florida Statutes Section 713.13(1)(a)(7): In addition to himself, Owner designates the following to receive a copy of the Lienor's Notice as provided in Section 713.13 (1) (b ), Florida Statues: Expiration date of notice of commencement ( the expiration date is 1 year from the date of recording unless a different date is specified. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUES AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB 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. SICNgTU0.E OF OWNER OR OWNERS AUTHORIZED OFFICER IRE CT /MANAGFRlPARTNER State of Florida, County of _��C__LAAU''G_—_--__ 41, Acknowledged before me this L-t___ day of as provided G- qq Notary Public Verification pursuant to Section 92.52S Florida Statues. PRINT NAME AND PROVIDE TITLE r 2011 by --_----who Ierserraii Identification. has -1 (16 a Vl- G Lffta ------- Stamped, printed, or Typed Name of Notary Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. Signature of Natural Person signing above 1_LULIVU: 0 = DELTA ANGLE L = ARC LENGTH CAN = CABLE TV C.B. = CATCH BASIN C.B.S. = CONCRETE BLOCK & STUCCO CL = CENTERLINE CONC. = CONCRETE COV. = COVERED D.E. = DRAINAGE EASEMENT ELEV. = ELEVATION E.O.P. = EDGE OF PAVEMENT E.O.W. = EDGE OF WATER F.F. - FINISHED FLOOR FND. - FOUND F.P.E. = FLOOD PLAIN EASEMENT F.P.L. = FLORIDA POWER & LIGHT L.M.E. = LAKE MAINTENANCE• EASEMENT L.S.S. = LANDSCAPE AND SIGNAGE EASEMENT M.H. = MANHOLE MON. = MONUMENT N.G.V.D. = NATIONAL GEODETIC VERTICAL DATUM N.R. = NOT RADIAL O.E. = OVERHANG EASEMENT B.ZT. = BUFFER ZONE TRACT P.C. 13 71 O.M.E. = OVERHANG MAINTENANCE EASEMENT T.O.B. = TOP OF O.R.B. = OFFICIAL RECORD BOOK TYP. = TYPICAI O/S O.S.T. = OFFSET = OPEN SPACE TRACT U/C U.E. =UNDER = UTILM P.B. = PLAT BOOK U.L.P. = UPLAND P.C. = POINT OF CURVATURE U.L.T. = UPLAND P.C.P. = PERMANENT CONTROL POINT W.M.E. = WATER P.D.E. = PRIVATE DRAINAGE EASEMENT W.M.T. _, WATER I P.G.E. = PRIVATE GAS EASEMENT Q =SET 5/E P.K. = PARKER KALON NAIL ® = FOUND 5 P.O.B. = POINT OF BEGINNING IN = FOUND P P.O.C. = POINT OF COMMENCEMENT A = SET P—K P.R.C. = POINT OF REVERSE CURVATURE A = FOUND Iv P.R.M. - PERMANENT REFERENCE MONUMENT O = WAS , PROP. P.T. = PROPOSED = POINT OF TANGENCY D4 ® = WATER SANITAF 'P-U.E. - PRIVATE UTILITY EASEMENT p = = FOUND P • R RAO, RADIUS = RADIAL 0, 0 (4"x4" C( R/W =RIGHT-OF-WAY \ = EXISTIN( SAN. = SANITARY 0.00 > = PROPOSE S.B.T. = SOUTHERN BELL TELEPHONE - 4-- = DRAINAG S.F. = SQUARE FEET C01 0Fl-mLE '� 1 1 NOTE: * = MEASURED TO END OF BOARD 5o.�- O W 5b LOT 52 BLOCK A �90 5 M�ol',Za 5' NIB ��N F F •�G�O SURVEYOR'S REPORT: 1. THIS SURVEY I5 PREPARED FOR RESERVE HOMES, LTD. AND IS NOT ASSIGNABLE 2. THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS AND/OR RIGHTS —OF —WAY OF RECORD BY THIS OFFICE 3. VISIBLE ENCROACHMENTS ARE AS SHOWN. 4. DESCRIPTION FURNISHED BY.CLIENT. 5. NOTICE: THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS SURVEY THAT MAY 'BE,FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. 6. THIS SKETCH IS THE PROPERTY OF LAWSON, NOBLE & WEBB, INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT THE PERMISSION OF LAWSON, NOBLE & WEBB, INC. IN WRITING. 7. BEARINGS SHOWN HEREOWARE BASED ON THE NORTH LINE OF LOT 51 WHICH BEARS N 65°31'53" E. AND ALL BEARINGS ARE RELATIVE THERETO. B. ALL DIMENSIONS RELATING TO THE BOUNDARY AND ITS LOCATION ARE MEASURED AND ARE THE SAME AS PLAT/DEED DIMENSIONS UNLESS OTHERWISE NOTED. 9. ELEVATIONS SHOWN HEREON ARE BASED ON N.G.V.D. ADJUSTMENT OF 1929. 10. LANDS SHOWN HEREON LIE WITHIN ZONE X ACCORDING TO THE FLOOD INSURANCE RATE MAP PANEL NO. 1202B5-0275F , DATED AUGUST 19, 1991 11, DATE OF FIELD SURVEY: AUGUST 11, 2004 CERTIFICATION: IMPROVEMENTS, IF ANY, ARE AS LOCATED. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. JULIAN D. MORRIS , PROFESSIONAL SURVEYOR AND MAPPER FLORIDA REGISTRATION NO. 4731 56� TION IAGEMENT EASEMENT IAGEIviENT TRACT ION ROD WITH CAP NO. LB 6674 IRON.ROD WITH CAP No. LB 6674 1ANENT CONTROL POINT IL WITH DISK NO. La 6674 NAIL& DISK PCP LB 6674 B = SET 5/6" IRON ROD WITH CAP WITNESS CORNER LB #6674 0 1.0' OFFSET OO = SET )4" DRILL HOLE 0 = ELECTRIC SERVICE _. CAN X�(= LIGHT POST !ALVE Y SERVICE RMANENT REFERENCE MONUMENT LBFH LEI 959 3NCRETE MONUMENT) 3 ELEVATION: IN FEET D ELEVATIONS IN FEET ``'' T FLOW INDICATOR MIN. SEfBAC1C.REQ, FRONT J O SIDES c CNR SML2F REARI WATER MANAGEMENT TRACT "A" LOT 50 BLOCK A DESCRIPTION: BEING ALL OF LOT 51, BLOCK A, ACCORDING TO THE PLAT OF LAKES AT PGA VILLAGE, AS 'RECORDED IN PLAT BOOK. 43, PAGES 32, 32A THRU 32F, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. Pj\600-699\B669\CAD\LDTSURV\BLEICI( A L0TS\D669LS51A.dwg 11/2/2004 1042i54 AM EST MAP CAE BOUNDARY SURVEY CLIENT: RESERVE HOMES, LTD" LB # 6674 LNW • 0 v o o ® V 0 0 o'a ®oo�w Lawson, NobPal & Webb, Inc. ENGIN EE'R6 PLANNERS BURVEYOAB 590 NW Peacock Boulevard, SON 9, Part St. Lucie, Florida 349B6 (561) BTB-1700 - fax; (561) 8713-1602 • ema➢; InW—pslolnw—hc com West Palm Banal] • Pert St. Luce REVISION FB/PG DATE BY CK'D DATE:8=11-04 FORMBOARD TIE-IN SURVEY 11-1-04 JDM BY: JDM CK'D: JDM F.B.:PAR34-3 PG:17 JOB NO.: B669 FlLA.- LIC..MUMB 497 CA: #-2688 �`�'. U. _ , -• -' •�.^-.- ---•-----••-•-�- `= '- �:=--= �= -- " BEAM STITCHING SCREWS (SEE TABLE) @ _24,.�OC - ........ _ .... _ - _• • - _•_ ,. . ".: ,.--,__s " . __ ..._ ..., - _ - - _ . __ SPLICE PLATE -(EACH SIDE DF BEAFD _ - - - _ ., _ �.•_ .. EAVE RAIL _. -:. __.,`-`�'.^--•�_ :. -.�: .-.'--.�_._:.._. _ ' CORNER POST .. .. .. _ _..... _:._' <-.. - -. _ - - OS - ...._ .. .. _._ _ _ ,. _.. _ _ -:�/. _ - - R A / THICKNESSN---Y`- - ... .. _ - ' -: c- - - - -_- .. -• -- - -' -- _ --.: _ .. _... _.._ . _- - - - - - _ - - _: 5052 H32. ALLOY _ O . EOU L, 1 6' .. a . •. _ -- '-- -- f1 = - SPACE SCREWS A 4 AD❑ K M 4.. ',✓ :. - -- ----- - .C11 TOTAL) - #12' x _. l..... _i . 1' x'2' O.&'- S.M.S:AS SHOWN (X- MIN _. <..._. .. --._ _, .... .. ., • PATIO SECTION PLATE EDGE DISTANCE & C-L FASTENER SPACING) .•., .- :z.' _(TYP.) ' ,:. C - - - - EQUALLY _ o . ...f: = - .._ ._.. ...... &CONSLILTINrc .. ... -.. ._ ..'COLUMN-.' _ ^ .. A- - o�: .P .. 6x5'x0.050' _ 7 -.. '_ y o as C 6063-T6 ALLOY PLATE- ` ; O ✓ w ENGINEERS (ONE SIDE) OR STRONGER _ .. •y - � Foote - , f ._ ._ PO Box 10039 3' x 3' x 0.050' MIN. 6063-T6 .ALLOY , . --- . _ 0 - .. PLATE OR STRONGER (ONE SIDE) WITH. 2x3x0.070 CHAIR RAIL - ' TafDPa FL 33679 (3) - #12 x -' S.M.S,jEACH SIDE AS:.._ - -- ._ __ ... ..... .... .__ _. .:.. _ _.® ... t ,1 _.._ _ .� ... - - - ... .. '. { .:...�.'- - ... _ _ _. ._. ._• SHOWN (W MIN. PLATExEDGE DISTANCE_ .._. --_..,. ._._.. ..........._ .;-�:.. ._ .,. K-BRACE..; ,.. _Y _;...�_..__.... �. r:.•5." - - - - P�' - .- & C-C FASTENER SPACING) '•j# ' _ ..._ _.. _- -.; _ .. _ _.. ((-BRACE -- 6 _ - ,�S — - - - ---- - - -yG� al -.. YQD - .. - .._ _ -AA 10 , • .. CORNER POST _ av B SQPG .1IZ • - iwGlY 1 FpR 8 3' x 2' x M050'.'MIN. 6063-T6 ' ; uNE 5 ZO(N ALLOY PLATE OR.'STRONGER _ - - - _ - - �i, _-_ - -- _ - _� - -LZ`iP- -S�h • SpF( - - ' (ONE SIDE) (3) - #.2 x S.M.S, K-BRACE EACH SIDE AS,SHOWN R - (W MIN. PLATE EDGE - 1 _ - DISTANCE & C=C - GIRT (CHAIR RAIL) ,FASTENER SPA#CING> MANSARD BEAM 1. 2x2xO.➢93 l' 1 `�-� \ CONNECTION DETAIL BRACE(TYP.), 0 0 UNLESS V x 2' OLE PLATE OTHERWISE NOTED �. T ..... #14x% SCREWS___ .__.__._ _ (x) (xx) BEAM LINE 'A' LINE 'B'&'C' SCREWS TOTAL PLATE WIDTH 2x4 '3 - 2 24 12' 2x5 3 3 32 14' 2x6 4 3 40 14' 64 16' 2x9 5 6_ 72 18'. 2x9(HW) 6 7 88 18, 2x10, E 7 F 7 47A.6 Ago 0! E Tel _(813) 374-0321 - Re ate DOSCIIPU011 0 23� ISSUED . ( r 4 !' Q F:a - ■ SEE ELEVATIONS .. -• .� .._ .MIN. (4) J1_Ox3" LONG S.M.S-. INTO-'- \:. FOUNDATION -- --- '- FOR-'K'- BRACE SIZE - I� ---- ---"---------- _ ._ __...__._ __ - _...._ . __. .. - .._ __ - (3) #12,0� SM.S.. EACH LEG AND SCREW BOSS (TYP. ALTERNATIVE) 6) #12xit2' S.M.S. CHANNEL TO BEAM 9 SCREW TOTAL J_ BEAM STITCHING ®24' O.C. 0 CONCRETE ANCHOR (2 PLACES) 2 x 070t(TYP. TOP AND BOTTOM OF SMB SEE TABLE FOR SIZES) _ Q ' IN LIEU OF TYP. %' 0 CONCRETE PURD . — W It SCREWS FOR. CORNER COLUMN Y f - �Ta = w ^ --• _ _ _ _ 1x1x1(3 BY 2' LONG 6_ Ci fn 7-7 LATERAL' K" BRACINV' ANGLE, EACH SIDE (TYP.) 2x3xO.070 GIRT/CHAIR RAIL Q "C0I NECTION�DETAIL _- (sEE�PUN) x` �p. 3' LONG N J . > BRAKE -FORMED RECILVING CHANNEL H SIDE (TYP.) L) Z (MIN. 0.062- MATERIAL THICKNESS) " U 1" x 2 1/8' x 1" x 3' LG. LE O 0T (TYP) --_ (n • �LLI L (� .���) G 6 TOTAL '�MINtq(1Ox2' LONG a)' - W , S INro SCREW BOSSES Z _ — ' - ---- - - i (4)14x3i" S.M.S.. (TYP_ ALTERNATIVE) `i�`'t O_ rrrr'' 2 SCREWS O U • .Y -:. _.. t - - - - _ _. EACH LEG (TYP.) in '.y " -"'-~ -� S.M.B. POST � J -(5)r12x3%4'>S.M.S:` ' HOLLOW POST w a tx2 O.B. ATTACHEO':.T0:f3EAM W/ Ix5xyfi' ANGLE 6' LONG PURLIN TO ROOF BEAM Z U U (2)-#1OX " S.MS:�INTO SCREW BOSS (TYP. @EACH BEAM) { (2) Y4'Ox3' LG. @ EACH ANGLE - CONNECTION DETAIL � w (1)-1% )IV2- S.S.-THRU-BOLT - - - - - - - - - -- - - - - - - - - - - - - - - ---- - - -U _ W//Ya)NUT AND WASHER NOTE, PRIMARY_,,SCREEN ENCLOSURE BEAMS SHALL BE - - O/EACH SIDE OF BEAM ATTACHED TO;NOST STRUCTURE CONSISTING OF - DRAWN BY: DYK CONVENTIONAL',TRUSS/RAFTER FRAMING WITH MAX. CHAIR RAIL I GIRT.TO POST (4) $12x2' S.M.S. - 1x2 O.B. - OVERHANG NO-;TOjEXCEED 30- UNLESS OTHERWISE - _f�-- _ _-_ CHECKED BY: DYK TO SUPER GUTTER FACIA TO BE 2x6 (MIN.) S.PF. NOTED ON PLAN.�i)WG. CONNECTION DETAIL _ __� x. _ (TYP-) ._ _ _ OR WESTER RED CEDAR t• _ _ SCALE ASSHOWN STRUCTURAL GRADE 2 MIN. .. _�-^ ,;=s .�' 4` - ON EACH SID •� ' -,+`� _' DATE- • 8111106 ` 1x1 x)g ANGLE 3" LONG ( E) J i ('4) #12x3 4' S.M:S. ) (1) Ya'Ox2' LG. LAG SCREW @ 24' k--c-^"" .0 -^�='� W/ (3) #12.�''4 S.M.S EACH -LEG. i' a ``•-S 1 / O.C. ENTIRE LENGTH OF GUTTER r ` - .: =Y �r + } MAY BE SLOPED OR FLAT ,�• 2x.PURUN < ,\ ;"^ z� (SEE-TLAN FOR SIZE) SECURE FASCIA TO EACH RAFTER TAIL (MAY BE SLOPED ~ y� •}� 2x3x0.045 EAVE RAIL`/ATTACHED TO ;� a r OR FLAT) Z - '>, BEAMS WITH (2) MIN-. #10.2' S.M.S. w _ S.M.B. BEAM W/ (1) X'Ox4' LUNG PAN HEAD LAG SCREWS _ (2) #14x4' SACS. Tx3 HRU. 2- '? -' * INTO SCREW BUSSES(TYP.) _ - iu¢ ' BEFORE ATTACHING.SUPER GUTTER EAVE RAIL -INTO PURUN SCREW ��: �•� (- BOSSES : - - 'yS� �yl -USE 10x%" M.S. ® 24' O.C. TO CONNECT0 1x2 O.B. TO 2x3. Z J Le t i a DO YEON KIM, P.E. l sE10x1J4" S.M.S. ®24' O.C. - - - - o s*=-- FLA. UMBER49497 -' U — -- ----- ._ ---------- "-_-- -- - - -- -—,.'_'-:�---_------TO'CONNECT-TO 1x20.6:TO-2x3_- ----T-)----'--_ ._.. 2x2XYe' ANGLE, EACH SIDE - - - - - -- �, �,, ' ') 1x2 O.B. FASTENED TO COLUMN/POSE -'` - (FOR ACUTE ANGLE CONDITIONS p INSTALL ANGLES AND FASTENERS �"`--�-- --"'�� :�� W/ (2) #10z2" S.M.S. (EACH END, T•P.), INSIDE 'THE BEAM - Y _ (1), Ox2' LG. LAG SCREWS (4) #12x ' S.M:S., 2 SCREWS. - .•f DO KI BASS CIATES, LLC / -,.. ,._(TYP. @ EACH BEAM) 'EACH LEG (TYP.) - 17 (4)12x3/4' S.M.S. I\�❑ R) �- (1) #12x2' SAS @ 12' D.C. - ,-) - CA# 887 PURUN FASTENED TO COLUMN/PO •j 5' or 7' SUPER GUTTER - { (MAX) BETWEEN. BEAMS (9) �12x3♦" S.M.S. EACH SIDE r� O B 10039 MIN. 0.090' THICK - WITH (4) HICK S.M.S. (EACH LEG) OF BEAM,' (TYP_) OR W MIN., 3 W MAX. C-C yjb THICK CONTINUOUS USING Ya' THICK FLAT BAR BENT SPACING OF FASTENERS (TYP.) T Di , FL 33679 TO FIT (6063-T6 ALLOY) _ OF BEAM-IFOR 2.5 COLUMN TO b ANGLE` 1xix7y" x'2' LONG ANGLE, (6)12x3s S.M.S. EACH SIDE 2' 0 DOLLOP OF CONSTRUCTION r EACH SIDE (TYP.) . 2x5 BEAM )2' MIN. BEAM EDGE -,' ADHESIVE @ 5' o.r- i - ?, J DISTANCE (TYP.) -! '� � COLUMN/POST ' - - �• NOTE, CONSTRUCTION ADHESIVE SHALL MEET +• 7. - COLUMN/POST - +'r. ASTM C-557. MIN SHEAR STRENGTH @ 7 .._. 'DAYS = 425 PSI :•'./ - - BEFORE ATTACHING SUP ER . _ .. .__ _...- --.- _ _.._ .. _.. -._ ..... ._ �• .. . _ ... . --- - - _ ._ _ _ . _. _ _ -_. -- - -- --- -... . _ - - -.. . _ . - -- - . __ - - - - -- - -.. SECURE FASCIA TO EACH RAFTER TAIL W/ (1) Y.'Ox4' LONG PAN HEAD LAG SCRE WS> ROOF BEAM TO_SUFER GUTTER #100/4' S.M.S. i4' CONTINUOUS BEAD _OF CONSTRUCTION -, - ` "-SIDEWALL POST_/ -COLUMN= TO-•PURLIN � MA N-POST / GOL-UMN:TO_.ROOF—BEAM :'CONNECTION�DETAIL ®2' p.p. ADHESIVE _ Drawing No. - 060811 -CONNECTION DETAIL CONNECTION DETAIL Nf 3" MIN. j.. . .... ...... ....... .......... 7 PURUN SUPPORT COL0MN/POST. ANGLE. EACHSIDE (TYP�.) #14 2x5xYa' ANGLE (2 LONG)'W/ (2) AN BEAM TEKS INTO 'TOP OF 2x3 THE RAND (2)- %"0 - CONCRETE ANNOR" #14 TEKS INITEf THE FRONf OF THE­CEIRNER -POST ----- - -- --- 2x2x1*/8­x-2­LG-ANGLE­- S.M.S.- WITH I EDGE DISTANCE EMBEDMENT INTO (EACH SIDE) % STRUCTURAL CONCRETE (T.YP'!) 'DO. KIM (4) #1 2x3/4' W/2% W/ ASS001ATES, LLG %"0 CONCRETE ANCHOR 0 O.B. SOLE PLATE % INTO 'PURUN W/2%" EMBEDmENr 2"x o o STRUCTURAL CONCRETE 7 CONSULTING (EACH SIDE) CONNECTION DETAIL SEE PLAN,/ FOR SIZE N 1x2 O.B. FASTENED TO CORNER SECTION WITH #t4.1Y,' S.M.S.0 w 24" O.C. wm w LONG 2x2Ws" ANGLE 2' (EACH SIDE) wz~. �< -.W/(2) #14x2%,vS.M.S. TO POST & 3/8-g�.H.D,1"t.ALV EDZP: BOLT u�:E --- zo W/ 2 1/2- EMBEDMENT If , CORNER POST /I TO FOUNDAI CONNECTION C WITH MIN. TOP' FRAME STRUCTURAL ENGINEERS 2x2A* ANGLE CUP, CUT AT 10 O.B. FASTENED TO CORNER CORNER POST A�45 (+/-) ANGLE AND SECTION WITH #lOx2' S.M.S. W/- Lill, BEAM MAY ATTACHED TO THE SCREEN ROOF• DIA--.WASHER @ 18- D.C. BE FLAT ............ BEAM WITH -ONE (i) X"o'THRU- PO B03C 10036 A OX24" CONCRETE BOLT- WITH FENDER WASHER. Tampa, FL 33679 22 Z, 1x O.B. SIDE CORNER UPRIGHT 2 bi SCREW ANCHOR Q 24" O.C. OR SLOPED ATTACHED TO BEAM OR EAVE RAIL Tel (813) 374-0321- AND 9- FROM POST (TYP.) DIAGONAL BRACING SHALL NOT BE MCI ATIAcAED TO ROOF PURUNS. Fu DescripiJon 2x2xO;G93 BRACE e ate 04. COLUMN/POST SIN . 1— *1 -- 7---. 1 1 91 (SEE ELEVATION VIEW .4 11�� Al 21 6/1014 ISSUED 1x2 O.B. SOLE PLATE ' "p CORNER POST/ COLUMN AN TYPICAL DIAGONAL ROOF UPRIGHT DETAIL BRACE CONNECTION 0 2'A.N,GtLr-,EACH .-SIDE %"o CONCRETE ANCHOR W/2%" EMBEDMENT INTO STRUCTURAL CONCRETE (TYP.) ,-4'x2' O.B. SOLE PLATE EDGE OF -CONCRETE ---I' (TYP.) PLAN VIEW 7- 4 3- MIN. (TYP.) Y,'0x2,Y4" CONCRETE m W Z 5!1a SCREW ANCHOR 0 24" D.C. uu z 4=AND 9- FROM POST (TYP.) mo 9. COLUMN/POST 1x2 O.B. SOLE PLATE 0 0, 7 0 r (TYP.) MAIN COLUMN TO FOUNDATION CONNECTION DETAIL 2500 PSI MIN. CONCRETE STRENGTH U) COMPACTED OR UNDISTURBED SOIL/SAND W -(2)-#5 REBAR. CONTINUOUS 3" MIN. CONC. COVER, 36* MIN. ---I I M-1 11---1-1 1 11 1:-� LAP SPLICE 0 Z) 4.. A I I El 0 4 El I 1,1:7 ,1 ID m z Y4" 6x5" CONCRETE SCREWS 9 24" O.C. 2%" MIN. CONC. I \1 IA" MIN.* BEAM SUPPORT EMBEDMENT W (TYP.). IY2" CONC (TYP.) .'COLUMN/POST EMBEDMENT, (MIN.)_ t-s1w DIMENSIONS MAY BE_ ITC z -L2k2x1/8' x 2' LG. ANGLE w •(4), #120/e S.M.S a) W (EACH: SIDE) TYPICIAL FRONT VIEW OF POST TO c: z Q� STANDARD TYP. CONTINUOUS PERIMETER FOOTING .2 0 0 FIX FOUNDATION CONNECTION WITH PAVERS — U) — COLUMN 21- MAX. THICK BRICK PAVERS 7 SET IN MORTAR ON TOP OF FOOTER O.B. SOLE PLATE CRE m 104 POST - 4" NOMINAL CONCRETE SLAB (2500 PSI, MIN.) W/6x W.W.M. OR FIBERREINFORCED6x1O/1O [POLYPROPYLENE FIBER - 1.5 POUND (MIN.)PER C.Y.] 4 A 44- A 4 4 4 A. I M1 I 1=1 I J I IE III-IIId. UNDISTURBED SOIL OR COMPACTED CRUSHED UMEROCK (90% PROCTOR) MIN. (1)-#5 REBAR CONTINUOUS, SPLICE MUST OVERLAP 20' MIN. 3- COVER (TYP.) -8'(MIN.) FOUNDATION/SLAB DETAIL 4 . 4 APPROXIMATE GR AD 4 A 511 Mi 1 411' A 1 4 (4) #120/�" 2"x PURUN BEAM MAY BE FLAT OR SLOPED #1OX2Y2 EACH #IOXA Yp. EACH z 5 LLI W -j . W ALTERNATE (1) 2xly,Y." ANGLE DRAWN BY: DYK BRACE CHECKED BY: DYK 2%1%X- ANGLE '(BRACE) W/ ,(4) #12x%'! S.M.S. 0 EACH SCALE: ASSHOWN DATE: 8/11/06 MEMBER INTERSECTION -2x2AANGLE 2' LONG ON __--.UNDERSIDEW/(4) #120/4' S.M.S. EACH LEG (BEAM- & BRACE) DO YEON KIM, P.E. FLA. RRQ� NUMBER 49497 2x3 BRACE (SEE PLAN) -DOM 8' SOCIATES, LLC ALTERNATE (2) C 26887 PO B.. 1 039 j 20 BRACE Tampa, FL 33679 PLAN - TYPICAL ROOF BRACE TO BEAM CONNECTION 1. Drawing No. - 060811 SHEET 2 OF 3 :General Notes and Specificatiens: _ D O`K 1 M - _ - - - _ - = 1., :Contractor'shaR field verify all dimensions before construction and shalt notify engineer of discrepancies for immediate. & ASSOCI ES, c AT L L consideration. Contractor. shall be responsible foi• overall design, and shall coordinate all delegated designers as specified. pKA is solely responsible for the design 'of the details as shown on thes_e.drawings and the contractor shall .be in responsible charge to C D N 5 U LTI N G design the "structure as allowed by FL Statues. STRUCTURAL ENGINEERS 2. Concrete shall be minimum 28 day compressive, strength of f r2500 psi, and be in accordance with the requirements of ACI 318. -- - - -. -.- ,•Reinforcing steel shall have.a min. yield strength of 40,000 psi (grade 40)-and be provided with cover in accordance with ACI 318• -- - _-poBoxlDo3s•,- .3. All dimensions are provided by contractor, Do Kim &Associates LLC have made interpretations where necessary. Tampa, FL 33679 Tel: (813) 374-0321 4 u a block w r The following structures are designed to be attached to bl k and wood frame structures of adequate structural capacity. The Rev ate Description contractor shall verify that the host structure is in good rondition.and of sufficient strength to hold the proposed addition. If.. - - - - - ' -' - -- about StrUCI'U he owner (at his n Se) hire an 'architect engineer there is a question b of the host re, t •s ow expert 'shall chite or engirt r to host Qo u 2 �11 ISSUED' structure capacity. 5. Screen density shall be a maximum of 18 x 14 x 0.013 mesh. 6. Connections using screw bosses shall have minimum (41410x2" per connection unless shown .otherwise. 0 - _ . . • - - - - - - 7 Unless tab - s otherwise shown, screws shall have minimum edge distance and center -to -center distances as shown in this le. C-1022 Low Carbon Steel SMS & Self -Drilling (TEK) Screws (Industry Standard Screws) Screw Nominal Screw Diameter (in) Minimum Edge Distance .Minimum Center to .Center Distance #10 0.188 • 5/ „ '/2" #12 0.219 3/ " 9/ " #14 (1/4") 0.250 %2" 5/ " " J 8. Structure has been designed to meet the 2007 FBC w/, 2009 Supplement. Project is sited where the basic wind speed is 130 mph — W (3-sec gust). 1=0.77 for screen enclosures. Exposure C. Pressures are based on wind tunnel testing with main wind force resisting C o LU system coefficient, GCp, of +/-0.25 for screen roof and 0.7-1.25 for walls. 0 9. All concrete anchors shall be Simpson Strong -Tie Wedge All Anchors or Titian Screws or approved equal U U 10. Aluminum shall be 6005-T5 Alloy, unless otherwise noted. All SMB and patio extrusion's dimensions shall be in accordance to O I materia specifications of the latest AAF Guide to Aluminum Construction in High Wind Areas. Z LU CP L Z N W a) Lu coo Z�< W V — = - 7- - w a U Q DRAWN BY: DYK CHECKED BY: DYK SCALE: AS SHOWN DATE: 8/11106 - DO ON KIM. P.E. . REG. MBER 49497 DO, kASO CIATES, LLC 88733679 ?. IF- 7 - Drawing No. - 060811 SHEET 3 OF 3