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HomeMy WebLinkAboutSUBMITTED PAPERS0FFi('E kiS �4s r: ui`iLY• Fee DiLAe: _ . Receiipt# Permit # :7. ggs.v'j .. a eel PLANNING& DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION -- _:.; 2300 Virginia Avenue , �b ..`- � ".•�z f�: Ft. Pierce, FL 34982-5652 \ 772-462-1553 kIPP L,ICATION FOR ALUMINUM STRUCTURES I'� �PEPIN. I'�'v ALL INFO UST BE COMPLETE & FILLED rN TO BE ACCEPTED O PROJECT INFORMATION i LOCATION/SITE ADDRESS: 109 Island Dunes Covey Jensen Bch, FL 34957 � 2 PRO.(ECT NAME: Gu1—i c — Cac0110 SiTE PLAN NAME: Gulick — Cacoilo PROPERTY TAX ID4: _9,503-0008-000-9 4• L=G,-AL DESCRIPTION (attach extra she6ts if necessary): Las Tortt--ugas a; Hutchinson Island 5. Pl,A7" BK 44-5 PAGE__ BLOCK 7 LOT_ SCANNED 11 PiiRC'FL SiZE: ACRES/SQ FT. BY LOT DIMENSIONS St. LUCjC County SETBACKS (:ACTUAL) FRONT: BACK: ° 1d< RIGHT SIDE: TYPE OF STRUCTURE (CHECK ALL APPROPRIATE BOXES FOR EACH AND LEFT SIDE: EVERY TYPE OF STRUCTUR -) TYPE PE OF CONSTRUCTION N = New SG = Slab on Grade = Addition SR = Raised Slab SQUARE FEET OF ❑ SCREEN ROOMR = Rebuild WD = Wood Deck DIMENSIONS CONSTRUCt•iON ❑ NEW El EXISTING ❑ CARPORT PATi0 ROOF X El NEW ❑ EXISTING X ❑ Hr�GITA.I3LE (,-,LASS ROOi�i ❑ CA 1. 2 OR 3 SUNROOM ❑ NEW ❑ EXISTING X ❑ A.LUMfNUNI CONfp. SHED ❑ NEW ❑ EXISTING X ly_- ❑ NEW ❑ EXISTING X ❑ POC L ENCLOSURE Al SG IN NEW ❑ EXISTING c}Z 32 a ❑ Ni H ROOF OVER SG 0 363 9 ❑ ❑ NEW ❑ EXISTING }< Rc�O;= S`r"STELA OVER E:dSTIi`IG ACCESSORY STRUCTURE ❑ NEW ❑ EXISTING X ❑ 0.7"HER: AT r'OOL ❑ NEW ❑ EXISTING FENCE X ❑ Linear feet TOTALS DARE FOOTAGE OF CONSTRUCTION °. VALi F OF CONSTRUCTION: S • 9 _ v800.00 The value :)r msti uction is used to determine the amount of permit fees to be assessed. St. Lucie County reserves yu °stio i aid .)C,,j()diti- th(; indicated value ofconstruction if it is demonstrated that the submitted figures are not c siridar tv} es .�r,;onstructiun activities, If the value is $250i or more, a RECORDED Notice of C tY es the right i PP iOR TC' F"RST iNSPECTiON. onsistent with ominencement must be submitted Si` :('D1' Forn :pro.: lii)1-02 i<ev.04n�;010 OWNER INFORMATION NAME: Marie Cacoilo ADDRESS: 6 Windy Hill Lane CITY: Atlantic Highlands STATE: NJ ZIP 07716 PHONE (DAYTIME): 772) 287-6000 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 FLORIDA REG./CERT #: RX1 1 06691 9 ST. LUCIE COUNTY CERT #: 4763 BUSINESS NAME: Pioneer Screen Co Inc II QUALIFIER'S NAME: Michael Newman ADDRESS: 1682 SW Biltmore St CITY: Port St Lucie STATE: FL ZIP 34984 PHONE (DAYTIME): ( 77? 340-4393 FAXNO. 340-4626 emailpioneerscreen@msn.co ARCHITECT/ENGINEER: Do Kim & Associates ADDRESS: PO Box 1003 CITY: Tampa STATE: FL ZIP 33679 PHONE (DAYTIME): (81 3) 8 5 7 — 9 9 5 5 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 �l TOWNSHIP I n W RANGE I� I —I MAP NO. ✓ d' Additional ZONING LAND USE LOT CVG % Permits Required REPORT `'l \�j ` BIMS FEE $ MISC FEES $ TOTAL FEES CODE BUILDING &° ZONING REVIEW FRONT PLANS VALUE OF CONSTRUCTION REVIEW COUNTER ZONING SUPERVISOR EXAMIN R VEGETATION USING ICC TABLE DATE COMPLETEJrD%•• AA I� �.(� I�,� INITIALS 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 Cont ctor / Owner Buil er, have verified that the existing foundation eets the requireme is of the Engineer of Record a s m adequate con on to withstand the uplift and weight of the a inum structure a said structure will not exceed ootprint of the st ture that was in existence prior to removal b e storms. OWNER OR CONTRACTOR SIGNATURE STATE OF FLORIDA �1 1 COUNTY OF UT • The foregoing instrument was acknowledged before me � me this is day of J L) n-C , 20 1 , by i 1 I Chae l j who is personally known vzto me, or who has produced as identification.p4w� �l off. U Signature of Notary IMPORTANT NOTICES: A STATE OF FLORIDA COUNTY OF Lc -cc; The foregoing instrument was acknowledged before me �h me this ld' day of �lt r1 2 12011 , by ' h ae-1 eWry—c,,%-N , who is personally known ; .,. �trn me, or.WbAhas S WALLAC�r ION # DD835305 ;k?- t ; . �4ggycmber 03, 2012s (Seal) of Notary 99V [SLY S WALL E A'e,gMMI`) }CJN # OU83 30; 1m P{Rc § Neyembgr 03, 12 • 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. Property Appraiser - St.Lucie County, FL A � / Page 1 of 1 PROPERTY RECORD CARD Maria R Cacoilo JR) Record: 1 of 1 <<Prev Next » Spec.Assmnt Taxes Exemptions Permits Home Print Property Identification Site Address: 109 Island Dunes Cove ParcellD: 3534-503-0008-000-9����CfE�,�2 -° �� m- Sec/Town/Range: 34:36SA1 E Account* 155744 • / Map ID: 35/34N Land Use: Vac Res Zoning: HIRD City/Cnty: St Lucie County Ownership and Mailing Legal Description Owner: Maria R Cacoilo (TR) LAS TORTUGAS AT HUTCHINSON ISLAND (PB 44-6) LOT 7 (OR. Address: 6 Windy Hill Ln 2738-603) Atlantic Highlands NJ 07716 Sales Information Assessment 2010 Final Total Land and Building Date Price Code Deed Book/Page 2010 Final: 175000 Land Value: 175000 Acres: 0.36 1/4/2007 450000 00 DE 2738 / 0603 Assessed: 175000 Building Value: 0 11/10/2003 2000000 02 WD 1846 / 0349 Ag.Credit: 0 Finished Area: 0 SgFt Exempt: Taxable: Taxes: 3637.25 BUILDING INFORMATION , S. 1, 1, a h Y ,. " jE fl Exterior Features View: - RoofCover: - RoofStruct: - ExtType: - YearBlt: Frame: - Grade: - EffYrBlt: PrimeWall: - StoryHght: - No.Units: SecWall: - Interior Features BedRooms: 0 Electric: PrmintWall: - FullBath: 0 HeatType: AvgHt/FI: 1/213ath: 0 HeatFuel: - Prm.Flors: - %A/C: 0 %Heated: 0 %Sprinkled: 0 Special Features and Yard Items Land Information Type Y/S Qty. Units Qual. Cond. YrBIt. No. Land Use Type Measure Depth 1 0000-Vac Res 312 -Site 1 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED http://www.paslc.org/prc.asp?prclid=353450300080009 6/30/2011 07/21/2011 14:05 3404626 amazwm- 10 ( -,ba r0-__0373 PAGE 01 Of JOSEPH E. SMIT�t`Q:��RK OF THE CIRCUIT COURT SAINT LUCIE COUNTY FILE # 3601678 08/1612o11 at 04:52 PM OR BOOK 3301 PAGE 1751 - 1751 Doc Type: NC R1=RDINp; $10.00 NO LQ F l., T40 andettsgtned bmby given notice that improvement will be made to certFtim rest Florida sretut='Ihe iWlawing intonation is provided in the Notice of 0ommeneentmt.rop . end in accordance with Chapter 713, SIaSDO'ISxON �P� escriptson and street address) TAX FOTAO NUMER:AS— _ ' 0(1rvp . (j(]0 L t� LaMtc TRAGT`�7,p�' Q^`LJ p �✓ per, 2. GENERAL DESCRiumoN OF IINPiiiO 3.OWNERMHNx:Znstal Screen pool Enclosure . �'ORMATTON: a �etne 4J*,-' t /a. (�6 b. Address �"-� 1 nl p I7 i t-L IArV �s �t,n c �,1 o �r d. Name and address of fee simille titleholder if other r. in $tin proporty� tr, °4. CpNTlZA ( than - CTOWSNAM,ADDRESSANDPRONENUIRIER. pioneer Screen Co Ini II: W � m e tract Port Saint: 2.711r4e FI, 34984 (772) 340-4393 S. SU TIf'3 NAME, ADDRESS AND PHONE X MBER AND BOND AMOUNT: 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: 7. Persons within the State ofFlorida designated by timer upon whom notices or other documents be ecru as Section 713.13 (Ira) 7., Floods Statutes: my served provided by. NAME, ADDRM AND PHONE NUMBER: � S. in addition to himself or hersetl Owner designates the following to receive a 713.13 (1)(b), Florida Statutes: copy tithe L lenor's Notlre as provided in Section NAME, ADARESS AND PHONE NUW)t);ER: A ` 9. Expiration date of notice of commencement (the exphidon date is 1 Specified) 2p year from the date of racer ding unless a different date is Signature of Owner or Owueez Authorized OMcer/Dlreetor/pjkrtner/Maniger Print Name and Provide Signatory's T'itloonice State of Florida County of 67 LA t1F' q The foregoing instrument was owledged before me this dw of _ A i �''�� 20 aa�t i (Name of person) (Type of authority... e.g. Owner, officer, trustee, attorney in fact) For_ _ ' P " (Name of petty on behalf of whom inatm ment was executed) personally Known or produced the folio o"_ f � �V- N` .�tAMl5s1 . (Printed Name of Notary Public) store ofNotary Public) (Seal) �. Under penalties of podury. I dcclarc that I have read the foregoing and that the facts in it are true to I$� 4 le belief (section 92.525, Florida Statutes). � C�'•.;�gr1�„� X SPATE D� Signs of Owner(s). or Owner(s)• Authorized Officer/Director/Partoer/Malnager who sip ttLrd4T Illtt%0 By. HA nr. ($iglaatnre) (Printed N=z ) L olcurb e die ' Bose -{e, Line erj� 86 Q�gearing u}'80 Q6 C3� Cb rUlT 2S O 01 1IRc eb 8d /FN d.�� O " � � d t 0 f 0 � co N -Q 1z O _ E G_ F/RC —0. 7,3°S IJLANO DUNES COUNTRY CLUB +D « dc;�* l u E l obi"" Prepared For: G ULIC & Maria Cie CONSTRUCTION TION CO, !NC. R. C(aooho," s Trustee .85. G4 �� 86 LEGAL rIESCRIPTION `w Lot ", LAS TORTUCAS AT HUTCHiNSL?!v ISLAND, according, to the Pl_, -�~ thereof. os recorded in Pfot Book; Oct Pape 9PubliO ReCords of � z t7 Lucie L.Ot_(r;iy, Florida. VI .;.,F'� F NE 1 SURE EP O i This StJrvey sholl not be valid unfess, secleii faith on &mbosSe i _ ! r[i's �.eJl f'`IC underground ini-provern-rfi's have r+c� (''^a aJ os r't ri: of th;S r _ir �.:. .. tJly 5 f ie last field date of this sur'Je-,' '/rrJ's: r ` i') ,: V 4 f his p-Ja purvey was prepared using the i of Record olly-`• i'•1c-% otricr , '_?O -un ents vrer-e provided and no search of t hte record`` by this office. 5 The Sunre+> shcvrn r,e:reot? meets the .re gLl.t'rer,erlt for held a: curacy os v rc'r h Fyn the Mininiu'ni iechnic'::l Stonnaiar d i r^i i .' % 6 the Surveyor's ilability is hrrtifed to the ornount pold 1`or, Said 1i Lfeal"inns shown. hereof. are irl o.^,�=-'_.'•rd_i? c..-- 41'/+l? the Record, Plo' i�ni7' !ir,'- been hosed on found control :aiong the _c,rter Iir1e of island dunes - ,v 8 ParcelILot line locations have been bac:eej on sold cenaer line. 9 Ih= Lego/ ,Description, shown hereon 'v':aS pro-vided by the client ond;'or his/'her representatives_ 10 No ownership of fence firle� hos beer, det`= rr-nine'd as pa`1 _1t �. 7 Compliance with local =Ciiiilg requirementshas not been ;'e.riiEc- .' as ,ort c r this Survey. i2 Elevations shown are in accordance faith the NORTH AMERICAN VERTICAL DATUM OF 9988 and have been esto ;fished with Bench. klork. 94 A06 Department of Transportation (Elevation -7.59NA D1) Applicable clues in, the Notional Geodetic Vertical Datu:-7, of "192c hav- olSo been shover ,vh1=r& needed_ \\ ti 0 FIRC .RNER SURVEYING, INC. Residential & Commereial Surveying Services 2' 40 SW Martin Downs 111 d#333-Palm City, FI.34990i � PHONE: (772)288 7206 FAX. (772) 223 8181 M Flood Lone Data: Flood Zone: AE Base Flood Elevation: 8(NGVD) / 6.51 {NAND) Community #: 120285 Parel A: 037 7 Suff3r.: H Date: June 30, 1999 MIN, RUgACK REQ, FROid1'�—_ SIDES CNR SIDES — REAR 15 ZNG.. �2t TECH. PREPARED FOR: Maria R. Cocofio, as Trustee GULiCk; CONS•TP,UCT10Pi, Ir�iC. Prepared B} Regina C. K 1:, -ne- Korner Surveying, Inc. 1— r •J' B� ' _.i'- lMrs Sealed S-1 ear amyee•s oar C:. - Concrete Pod with -Air Condliivninq C 5 - Concrete Bloch vtrtrcturs Noi coveree. by p, afessiono >,i.. li - WRY' iasurcnce znc. - Concrete iP - Carrug•�ted Meta., Pipe - Cable TV Box L -Elevation Finished F(o,)r Elevation I0.00 - Existing Elevation' P - Light Pule /L - overhead Utility• Line P,-.Yaail .- Privacy Wcil PP - Power Pole SSV - Sewer Service SSMti -Sanitary Sewer Manhole Uv - Utility Box Ydhl - Water Meter F1RC -Found #51ron Pod with Cap Culpepper f• Terpening S1RC -Set#5 iron Rod with f ap"L6'4357" FND - Fcurd No!] with Disk SITE PLAN Da*er eei Title, Rev&i--n Descr%O'.bra Sh BOUNDARY SURVEY sheet M. — Lraxn By Field Fo-_k- .• cry-( 1002 ` Jab Ni — ARR Fl:e rii •`."t-.' 1008-10 PROJ:SLC_Las Tortugas at HVLos TortuoaS07BS i— _ .BEAM STITCHING SCREWS (SEE TABLE) @24' is - - _ _ _ --: r_.:_ -- ,. .. - ..... _ - _-' -_. _- -_. � _ :.. _-'_ _ : _ _ _- :- --_-' -_-_._. - _ - SPLICE PLATE'(EACH SIDE 0_F'BEAM) "-: _ _ . _ r • ^ CORNER POST .� .. , . EAVE :RAIL - . - � - "- � ' ` _ - -- - - _ - _ .. ......_ .. _.. _ __. _ - _ : _ . - . ` _ - .. -- - - _ _ - r- _ -'-� SPACE SCREWS - -- - -: A - - - q • - 5052-H32 ALLOY- OR EQUAL: 1/8' THICKNESS `� -.. . _ -- _ - (II TOTAL) - #12�x �'q . DO K�M> --EQUALLY OYP.) -2'- dB.----- _'SRS AS SHOWN 0) '-MIN: - - -- --_ - - -- - -- „-- -_--- - - - - - - ---- --- - - - -- - Sc ASSOCIATES,' LLC 'x PLATE EDGE DISTANCE PATIO SECTION _ -C- CFASTENER SPALIN {f r- CONSULTING ° - - _ - 6063-T6 ALLOY PLATE - m . o . - - S T R U L',T U RA L COLUMN - __ _ f % ° c _ (ONE SIDE) OR STRONGER _ + _ __ ... - ��d�.� ... . _ `� �: :; .\I *. E N G 1 N E E R S - m . K-BRACE � �jy _� -© • -- 3'-x 3' x 0.050' MIN. 6063-T6-�kLLOY :.. - . _ _ _ _ _„ _,._ _ _ ._ _ _-__ - __ .__ -_- - _- _ ._ .. _-_ _ _ - -_ _- ..- _ _ . _ _ _'OJ ' - _ .- _ .' _ _- ' - - -. - .. _....__.- _ - . .. _ _- - - ._- _ -. _- _ __ _ _ -- -- - - -- PO Box 10039 - --- PLATE OR STRONGER (ONE SIDE) WITH 2x3x0.O7O CHAIR RAIL - 11'� a ' ' Tampa, FL 33679 (3) - 412 x %' S.M.S, EACHjkDE AS'- #14x�' SCREWS___.. ----- .�: _ _--Tel: 813 374-0321._... -- SHOWN 'C' MIN. PLATE EDGE/DISTANCE- .-Y.__. ._._..,_, K-BRACE.__.._ _. ___._.._ - __--'-_.-.__._._..,- - - -- _' �Y �t ``,. _ -_ . _ --- _ _ - - - __ .___. _3.._�.,�._.-- & C-C FASTENER SPACING) f a -_ ...-__� -_-- - - . - LINE LINE SCREWS PLATE - __ _ - -- K BRACE -- 9 ® - -- --- ----'---- - ---- 1 -BEAM .A' ,B,$.C, 'TOTAL WIDTH RevJDate Description _ yy (SY \k`2 Q\A 2x4. 3 2 24 12' - !� CORNER POST - _ .. B - yQP(' - - 8�C l* �. pOR 0 2011 ISSUED - - a1 3' x 2' x 0.050' MIN. 6663-T6•(OtPI" 2x5 3 3 - 32. ALLOY PLATE OR STRONGER - _ _ _ 1(, _ f ,1Q) - k (ONE SIDE) 11 2x6 4 . 3 40. 14' 0 <<* \NE P. l*x** i 2x7 5 4 56 16• J . (3) - 412 x 314 ,64 16 S.M,S,t' K-BRACE .. B L OB EACH SIDE AS SHOWN: ;. - _. Q�•� _ _ , (W MIN. PLATE EDGE , GIRT (CHAIR RAIL) DISTANCE 4 C-C -..._ y ,..:.....• _. `_.__ _ ..-- - . ___. ... _ .. r `_; ,_. _ _._ __ _ _.. .:_._ ___-._ .: _.. .:.. - - . '2x9 5 6 72 . :• FASTENER SPACING) I,, - - '4': , - MANSARD BEAM j f 2x9(HW) 6 7 88 18' CONNECTION DETAIL 1 ° BRAC(TYP.), ~� 2x10 7 7 96 18' 0 . UNLESS ° 1' x 2' OLE PLATE OTHERWISE NOTED - - -=- -- - -- --- `-_. - -- -- i ='-'- -- - ' •- - - -'..: _._' �'----- --- SEE ELEVATIDNS '- --'-- - --'--. _ .. - . - -- - -- - - .. - -- - ---"� _..-. -- FOR'K., BRACE SIZE --.._-_--.- _ - __. _ .. ._.. ._..... -- _ _ - IN, (¢BOSSES -(TypC S, M.S. Irn ;-- FOUNDATION - _ - + - - - - - - . -- (3) #12x$" S.M.S EACH LEG" AND LN --- REW ALTERNA M _6)) #12xYZ' S.M.S. CHANNEL TO BEA0�9) SCREW TOTAL 0 CONCRETE ANCHOR (2 PLACES) _BEAM STfiCHING TrOM O.C. (TYP.TOP AND BOTTOM OF SMB Q IN LIEU. OF TYP. Yq' 0 CONCRETE - �---2x3xO.O70 SEE TABLE FOR SIZES) - W SCREWS FOR CORNER COLUMN PURUN,/r V r _ Elf . T ��_ �,..- 0Afl----- 1x1x$' BY 2" LONG � LATERAL - BRACING _ - - - _ ANGLE, EACH SIDE VYP,) Zx3x0.070 GIRT/CHAIR RAIL �,, \_ - - O CONNECTION -DETAILS-- — ' ' - (SEE PLAN) ti �- :� IxIxX" BY 3" LONG N —1 -�' ,•E_ BRAKE -FORMED RELIEVING CHANNEL ANGLE, EACH SIDE (TYP.) N U 1" x .2.1/8 x I" 3'THICKNESS) (3G #12x&- S.M.S.. EACH W Y L_ l` (TYP -ALTERNATIVE) 6) TOTAL MIN, ) #10x2" LONG a) .: (4) #144Wxirzs S.M.S. ... '� :Sm-M,-PS•nL INTO ORrurIRVEEW) BossEs � ,..I Z U EACH LEG (TYP.) S.M.B. POST a _O (5) 12x3/4' S.M.S. _--IxSxYg' ANGLE_6-LDNG-' - HOLLOW POST - PURLIN TO ROOF BEAM Z U 1x2 O.B. ATTACHED TO BEAM W/ CTXP. @'EACH BEAM) - - (2)—#lOX2" S.M.S. INTO SCREW BOSS _ -_ (1)-1/4"xli" S.S:'THRU-BOLTI' ' (2) �'mx3' LG. @EACH ANGLE - -- - - -- ' - - - - -- '-- - - - -- - - -- - " - -- - .. .- CONNECTION DETAIL � - W/ Yi NUT AND WASHER - - - - - - -- - - - - - NOTES' PRIMARY SCREENYENCLOSURE BEAMS SHALL BE ® EACH SIDE OF BEAM ✓� dy ATTACHED TO HOST STRUCTURE CONSISTING OF CHAIR RAIL GIRT TO POST DRAWN BY: DYK CONVENTIONAL TRUSS/RAFTER FRAMING WITH MAX. (4) #12x2' S.M.S. - 1x2 �O 8. - IA TO BE x6 (MIN.) S.P.F. N E UNLESSOTHERWISE_ CONNECTION DETAIL - - CHECKED BY: DYK OVERHANG ND TO EXCEED �' TO SUPER GUTTER (TYP.) _ 13RCWESTER.RED CEDAR - O _ - " TED ON PLAN DWG. SCALE ASSHOWN -' STRUCTURAL GRADE 2 MDJ.� ;, - _ _- -. - _ - - - � - _ _ _ _- _ txi 'ANGLE 3" LONG (EACH `SIDE '':'•' - - - - (4) #12x3/4' S.M.S. j (1) 14'Ox2' LG. LAG SCREW @ 24' - - } : W/ (3) 12x S.M.S. EACH LEG r - u aM.B. BEAM DATE: • 8/11/06 WN O.C..ENTIRE LENGTH OF GUTTER 2x PURUN v F MY-�BE _ LOPED OR FLAT (MAY BE SLOPED . 2x3xO.D45 EAVE RAIL ATTACHED TO - - A EE �r 0 - SECURE FASCIA TO EACH RAFTER TAIL ---- - �-- - - - '• - -" -- -�S.M.S.- S.M.B. �.,.. OR .FLA � - -BEAMS WITH (2) MIN. �10x2 BEAM ` - ' ` ` W/ (1) YeOx4' LONG PAN HEAD LAG SCREWS - i - '(2) #14x4 S.M.S. THRU. 2x3 `- - INTO SCREW BOSSES(TYP - " j BEFORE ATTACHING SUPER GUTTER - - - -' EAVE RAIL INTO PURUN SCREW BOSSES r+" DO KIM, P.E. " °( ', _ ,TOECONNEC�1'• OM x2 0.6.4T0 2x3 -` - USE 1 Ox%' S.M.S. ® 2a' O.C. - -. - - o - FLA. EG. NU BER 49497 _.. . . 2x2r)J' ANGLE, EACHSIDE--"-- -- -- ----------- .. -_ __------CONNECT-TO- -'- --._------- --- - -- ----" - --.. TO 1x2'0.6.-TO-2x3:- - - --- ------ -..__ -.- ----------- --- ----- -- (FOR ACUTE ANGLE CONDITIONS_ - - - - - - - - - - - - 1x2 O.B. FASTENED TO COLUMN/POST �' - - - INSTALL TANGLES AND -FASTENERS - - (I) Y'0X2' LG. LAG SCREWS:; (4) #12x$" S.M.S., 2 SCREWS _ - W/ (2) #10x2" S.M.S. (EACH END, TYP.). _ INSIDE THE BEAM) _ _ / F� _ (TYP. @ EACH BEAM) _ '�`EACH LEG (TYP.) - - - - - _ - _ DO IM &ASS CIATES, LLC i (4) �12x3/4' S.M.S. - - \ ❑ R) (1) B12x2' S.M.S @ 12' o.c PURUN FASTENED TO COLUMN/POST-- - - CA# 6887 ' { 5' or T SUPER GUTTER (MAX) BETWEEN BEAMS - - _ ti, _ F (9)1?x}y' S.M.S. EACH SIDE _ = _ .- - PO X 10039 _ _ .. -. _ _ _. WITH (4 #12x1'S.M.S.-(EACH LEG) _ _ - I MIN. 0.090' THICK "' - '-- ' - - "-" - -(, ) OF BEAM (TYP.) OR - ' - - X- MIN., 3 )a' MAX. C-C "' - Tamp 3679 ifs THICK CONTINUOUS USING Ys' THICK FLAT BAR_ BENT (6) 12x�' S.M.S. EACH SIDE SPACING OF FASTENERS. (TYP.) ANGLE' i txlx%" x 2" LONG ANGLE. -' TO FIT (6063-T6 ALLOY) OF BEAM FOR 2x5 COLUMN TO ' }. 2 0 DOLLOP OF CONSTRUCTION - - - - - - - - - �- - H SIDE (TYP_) .. 2x5 BEAM ' ll' HIM BEAM EDGE - 9 ADHESIVE @ 5' o.c - _ .. _ _ - (TYP.) -� NOTEi CONSTRUCTIDN ADHESIVE SHALL MEET -` _ ._._ '.__. _ _ _ .. 1; _r-. _ _ -- C MN/PO -- -- - - _ -COLUMN%POST �- - - ---- - -- -- - -- - - - - - - - '. ASTM C-557."MIN SHEAR STRENGTH @ 7 - _ _ _ ' '�,-. , _ - " DAYS-=.425 PSI `- -- - - - " - _ _ ._ . __ SECURE, FASCIA TO EACH RAFTER TAIL ;�„ .,. _ __ _y _ _. ,; _. _ _ -'- -- ' -- -- - "' - W/ (1) k'0X4- LONG PAN HEAD LAG SCREWS _ _ ;_ 0 LU ST -.;__..BEFORE_ATTACHING SUPER GUTTER _J'_,_._.�._...-.... ROOF BEAM TO SUPER GUTTER #1ox3/a' S.M.S_�-T1/q_CONTIN000S_BEAD_OF CONSTRUCTION SIDEWALL POST/COLUMN TO PURLIN MAIN POST / COLUMNTO ROOF BEAM CONNECTION DETAIL'.-- ®_2' O:C_ ADHESIVE _ - _ CONNECTION DETAIL --.CONNECTION DETAIL ' Drawing•No-060811 ' SHEET 1 OF 3 ;PURUNzSUPPQRT- ✓`' COLUMN POST ANGLE, EACH.SIDE M) 2" LG.-ANGLE- -S.M.S Wmi�MIN'-.0 CONCRETE ANCHOR . W/ (4) #12x3/4' S-M.S -EDGE DISTANCE W' EMBEDMENT, INTO (-►� (EACH SIDE) STRUCTURAL CONCRETE (TYP.) '. �'d'0 CONCRETE ANCHOR 1'x2" O.B. SOLE PLATE o O W/2%" EMBEDMENT INTO !i ��. 2"x PURL'IN STRUCTURAL CONCRETE t• - (EACH SIDE) a 3" MIN. (TYP.) ,------- --. _. _- ¢w -- - - _ _ BEAM MAY _.. g, =mow Ya ox2Ya CONCRETE BE Bi SCREW ANCHOR 0 24 0 C., ; - OR SLOPED %� A rLzui - AND 9' FROM POST (TIP.) 1 ! /) -(` -O O� A y SfD'EWEILL_C13L U.MN. Tl0 FOU�'j�1�1DATION 9' COLUMN/POST CONNECTION D'A1L' 1x2 O.B. SOLE PLATE PLAN -TYPICAL DIAGONAL ROOF ' BRACE CONNECTION - 1• ;' S• SEE PLAN FOR SIZE i EDGE•iOF,CONCRETE 1' CTYPJ tx2 0:. FASTENED TO CORNER - w _ `-�• � °'4&. - - - SECTIO WITH #14xU4" S.M.S.O 24"'DIC W N : y` ` PLAN VIEW. w 2x2(- wwo- Y ANGLE 2" LONQ (EACH .SIDE) �Z~ W/(2)t#140/' S.M.S. TO POST & 3/8-0 H.D. GALV. EXP. BOLT - U.- IGLE CUP, CUT AT 1x3 O.B. FASTENED TO CORNER (-) ANGLE AND SECTION WITH #1Ox2" S.M.S. W/ TO THE SCREEN ROOF' DIA. WASHER 0 18" O.C. i ONE (1) Ya"0 THRU- i'FENDER WASHER TO BEAM OR EAVE RAIL BRACING SHALL NOT BE - TO ROOF'PURUNS. . 2x5x)§' ANGLE (2' LONG) W/ (2)-#14 TEKS INTO TOP [IF 2x3 EAVE RAIL ,AND (2)- - �1114 TEKS INTO THE FRONT OF THE 3x3 CORNER POST 1x2 O.B. TOP FRAME CORNER POST ' -1x3 O.B. SIDE WALL CORNER UPRIGHT DO KIM & ASS❑CIATES, LLC CONSULTING STRUCTURAL ENGINEERS - - - PO Box 10039 - Tampa, FL 33679 Tel: (813) 374-0321 1,.' . 2x2x0.093 BRACE Re tel Description S `;1PLAN) ELEVATION VIEW . - .. 2010. ISSUED CORNER POST / COLUMN UPRIGHT DETAIL 2500 PSI MIN. CONCRETE STRENGTH COLUMN •d d _• 21' MAX. THICK BRICK PAVERS APPROXIMATE Q I I, I I, SET IN MORTAR ON TOP OF FOOTER GRAD _ - . - II °M_ _ III - W/ 2 1/2 MIN. EMBEDMENT - O.B. SOLE PLATE ? I a • d d III - �t III a III N -yI Y1 11 d : d d I I I �UND UNDISTURBED BCOMPACTEDED SOIL/SAND SCORNER-l'�OSTs/�CO1M �W1107 =1 I I I I=I W I —II � � d (2)-#5 REBAR, CONTINUOUS � U •'p ; .. =1 I I ��• ' a � • • - •: =` I I —I I �I I I�-I 3" MIN. CONC. COVER. 36" MIN. - � � .• . ^,. IOf``'TO_FOUNDATION =II— LAP SPLICE o CONNECTION DETAO I=—h=I MIN * U - \ Y." 0.5' CONCRETE SCREWS 0 24" O.C. 2%- MIN. CONC. .V Z Ys" ANGLE, EACH SIDE TIP.) BEAM SUPPORT • ( `:�-COLUMN/POST (TYP.). 1Y2" CONE EMBEDMENT (MIN.) EMBEDMENT (TYP.) 12 - -^ -�-------- LU --S.M.S. WffH MIN. - __ - _. T.. ..---- -- —' --- -_`-__ __ _ _ ._-..-- - -. _..--_- _----- -- __ -- - - ----- --- -.-....----- *--SWITCHED- - - - S.M.EDG'WITH 3'g"0 CONCRETE ANCHOR - �' - - _ — DIMENSIONS MAY BE - -- - `-- W/2%'.. EMBEDMENT INTO )2x2x1/8' x 2' LG. ANGLE a) W STRUCTURAL CONCRETE (TYP.) W/ (4) #12x3/4" S.M.S TYPCIAL FRONT VIEW OF POST TO W (EACH SIDE) z IX T"x2' O.B.'SOLE PLATE ° ° FOUNDATION CONNECTION WITH PAVERS STANDARD TYP. CONTINUOUS PERIMETER FOOTING d p 0 o o ,J oo Z V U •:... -- d • a , . 1.•::. .:_ . d :.:• .. .•.... °•, • < .Z f - - - a POST _ BEAM J �-d ALTERNATE (1) . U w'xYi" ANGLE- - - - - MIN. (TYP.) - 4 S.- ' a_ _ DRAWN BY: DYK M Ya 0x - 4" NOMINAL CONCRETE SLAB. `-" ^1 y BRACE 2)a'CONCRETE r SCREW ANCHOR 0 24 O.C. (2500 PSI, MIN_) W/6x6x1 O/10 -' ' -;� CHECKED BY: DYK p�o - _ - AND 9'_FROM POST (IYP.). `- -' - - _ - - -W.W.M. OR FIBER REINFORCED - _ v-. '� 2"xt'xJb" ANGLE (BRACE) W/ [POLYPROPYLENE REIN .- - y SCALE: - AS SHOWN rci - ' .. ~ - M4E)MBER INTERSECTION EACH DATE: 8/11/06 .1.5 POUND (MIN.)PER C.Y.] COLUMN/POST_ - �.... _ _ _ _ of - - o -. .. _.._ _..- 9' .___-_.' - - - -' -- - .._ ._ - .-'. .. - ._..._.. .. _.. - -`--- . ' - C - .. _- - -'..' 2x24V ANGLE 2" LONG ON aS.M.S. gpj 1x2 O.B. SOLE PLATE a - . d d a d d- a - . a BEAM MAY.. . BE FLAT _14 _ - . - _..e -.-a d '•- `.OR SLOPED - _ _ 'd d _a DOYEO IM, P.E. d UNDERSIDEW 4 12 a S M EACH LEG (BEAM & BRACE) - , ° d d . �" n ' 2) j1 Ox2V S.M.S. ° FLA. RE .NUM R 49497 S 2x3 BRACE ® I , III —III - - - ITYP. EACH END) _ (SEE PLAN) _ —III—I I I I I —I I Q a _ �7Yp1EACH END) DO KIM ASSO IATES, LLC -I I I -I I'I ' I I I -I I I- d e• '4 < ALTERNATE (2) P Box 8879 `@ - -III—I I III —I I e ° d ' e' 2x3 BRACE Tama FL 33679 4 EDGE OF -CONCRETE I' (TYP.) r. a . UNDISTURBED SOIL OR COMPACTED - CRUSHED UMEROCK (909 PROCTOR) - - , _ --� . - - - . .: __ _ _ -_ _ _ -' -. MIN. (1)-5 REBAR CONTINUOUS. SPLICE PLAN VIEW ..s,F -y'' .. MUST OVERLAP 20" MIN. - G' 3- COVER (TYP PLAN -'TYPICAL ROOF_ _..__..__MAIN COLUMN TO FOUNDATION---_-. - ___:._ ..— ._—___._.—....... .._.__ __ ._.._... _---. ___ ____ _ �_�_ _.._._-_.___..4 _ ; _ __ _ _ . _ ___-- BRACE TO -BEAM 1 -' - CONNECTION DETAIL` FOUNDATION%SLAB DETAIL - Drawing No. 060811 _ - SHEET 2 OF 3 MAX. DISTANCE "FROM•.: 1• ,. _:.:. �' _ _. :_.. _.. ._... BEAM .EDGE (TYP.),.__. _ _._Ix2 0.8- OR 2x2 FASTENED TO. WALL ._. .. .. _ ._ '---__'.' .-----_ ---. _.. .. _ _. _ _.. _ ._ - - 2x3x0.060 .... - _ WI 1iE14x2 CONCRETE -SCREWS 024 O.C.. SCREWED INTERNALLY _ ,. OPTIONAL :.. . - •...... ,..___..—_..� (_ .. )..__ _. .... _._.. ._. .. W/ MIN. (4).. 1 2 S.M.S. - .'USE 0.125 � MIN. THICK ANGLE EACH SIDE OR'�"�•»�-- - - ... 0.0 0 _ THICK,. U- CHANNEL 6 63 ALLO 10 14 .S_ EACH SIDE 20 TOTAL HOST STRUCTURE- MASONRY OR WOOD ..._ ( ) 1 x1 S.M _. ( - - )- ._. __ -- -- ..,S - -----(._ - IRY OR W _ ) .......---- _.__ _..__' -. -==.. -__ ....-- --------. _- �. USE' tOx1}' S.M.S. 24 O.C. _...... - _ ..._.: - --'-- _ _. .. _. - - - - -- - O 1x2 O.B. TO 2x2:... _ _ .. .._. TO CONNECTTO - '` .� ' D .❑ ' K I M 1. A. • o' d —.- _ _. _-- _ - - 1 x2 O.B. FASTENED TO COLUMN/POST _ .. S.M.B. BEAM i_ - '_a -- _ - - - --- --- - - - ---- - -- - - - -- .- -- -- Sc ASSOCIATES, LLC _. - - - - ' - (FLAT OR SLOPED) - a • .- (3) Ys" 0 x 2$" LONG WOOD LAG SCREW OR ­ (FLAT -10x2' S.M:S..(EACH END. TYP_),. SEE PLAN FOR SIZ -- '__ _ - - __ -COLUMN-- ...,' - (3) Ya" 0 x 2Ys LONG. MASONRY ANCHORS _ - _ - - .. - - -. ... da .. •'P , -Y- (2FDR DETAILS ., .. . CONSULTING STRUCTURAL o 0 ENGINEERS HOST STRUCTURE ANCHORS O O . 1 EQUALLY SPACED (TYP.) d - - -- -- - - - - — OBO BEAM (SEE FOR SIZE) _ - -ao -- -- _.---PDpa,X Tel: (813) 374-0321 B PLAN ,1 2" MIN. EQUALLY _a • . .... i .. _ _ ... .. _ _ _ ... RevJDate D@SCFIptIOn Al 1 ISSUED .. . UPRIGHT SEE PLAN FOR`SIZ 'TYP. BEAM TO HOST Z , STRUCTURE CONNECTION General Notes and Specifications. SEE ROOF BEAM TO SUPER GUTTER _ CONNECTION 1. Contractor shall field verify. all dimensions before construction and shall notify engineer of discrepancies for immediate DETAIL .consideration. 'Contractor shall be responsible for overall -design and shall :coordinate all delegated designers as specified. DKA is TRANSOM (RISER) WALL CONNECTION DETAIL solely-.responsible._for._.the.design- of..the_details-as shown_ on..these- draw ings-and_the- contractor- shall- be- in- responsible_charge-to..... .... . _ _- __.-.__._..__;:. __ _._.-_____.._:,. ____._... ------- design.__....._.. the structure as allowed by FL Statues. J 2. Concrete shall be minimum 28 day compressive strength of f'c=2500 psi, and be in accordance with the requirements of ACI 318. = w Reinforcing steel shall have a min. yield strength of 40,000 psi (grade 40) and be provided with cover in accordance with ACI 318. Lu — w o � 3. All dimensions are provided by contractor, Do Kim 9, Associates, LLC have made interpretations where necessary. U D 4. The following structures are- designed, to be attached to block and wood frame structures of adequate structural capacity. The aa) contractor shall verify that the host structure is in good condition and of sufficient strength to hold the proposed addition. If o w there i5 a question about the host structure, the owner (at his own -expense) shall -hire an architect or engineer to verify host W a) w structure capacity. � z v 0 O 0 5. Screen density shall be a maximum of 18 x 14 x 0.013 mesh.: _ F- r 6. Connections using screw bosses shall have minimum (4)-#10x2" per connection unless shown otherwise. Ey' " G' y: = x w v 7. Unless otherwise shown, screws shall have minimum edge -distance and center -to -center distances as shown in this -table. C-1022 Low Carbon Steel SMS & Self -Drilling (TEK) Screws (Industry Standard Screws) Screw Nominal Screw -Diameter (in1 - Minimum Edge Distance Minimum Center to -Center: Distance #10 088 1/2•. #12 _---__ ___. .__-.--=--_-0.219:; __-__ .-.____:,__._3y„_- _ .- _-_ _ _=._.____.—__-9/ •,---- _ DRAWN BY: DYK CHECKED BY: DYK 2x PURUN ED OR FLAT) SLOP _. _ _ _ � _ SCALE: AS SHOWN . DATE: 8/11106 - - - - - - - - - - o YEON IM, P.E. F REG. N MBER 49497 2x2xlg" ANGLE, EACH S DE DL (4) 014x1" S.MS., (2) SCE 8. Structure has been designed .to meet the'2007 FBC w/ 2009 Supplement. Project is sited -where the basic -wind speed is 140 mph _- _ EACH LEG (iYP.) - Po BQX, 0 Tampa, FL 33679 (3-sec gust). 1=0.77 for screen enclosures. Exposure .B, Pressures are .based on wind tunnel testing with main wind force resisting ATTACH SUPER GURER W1 (2) r4"mx2>J' ._ ' . - , .. LAG SCREW O EACH PURUN AND MAX .. system coefficient GC of +/-0.25 for -screen roof and. 0.7-1.25 for walls. _ 1 S. gLG. MS ,2 QQ y _ P'' THE ENTIRE LENGTH OF SUPER GUTTER L -9.': Alt concrete anchors shall be Simpson Strong Tie Wedge All Anchors or Titian Screws or approved equal: -- - :. _ _ . _ _' _--, .:___ - -' -- • - y, _- -- - _. __ _. _ ._-- --- - -- - _ <.... .._._ .- --- _ :_.._._ ... - - ----- PLR --- - - -- - - -. - _ - -- LIN TO SUPER GUTTER 10. - Aluminum shall be 60057T5 Alloy,- unless otherwise noted. All SMB and patio extrusion's, dimensions and properties shall be: in =_ accordance to`material specifications 'of- the lafest AAF Guide'-to-Aluininum Constructiori in High Wind -Areas.: - Drawing No.060811 SHEET -3 OF 3 - - - uNTY — .�-HansE`v1n�,t, �couc) �2a ea�uLCrlt,TgE�lf 1 — --� Z2c3 l Qh :X/ W x T c� 00 00 h. % a`r H fi M tt N ++v ss / zx t' It wl L - ��iA• LX3 J-oJe � �p a ..r