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HomeMy WebLinkAbout105 E End Ct (3)FLUKlUH NUUL ENULUSUKE Fax:4U(2bUb411 Hpr 1b 1UU( 1451 F. U1 CITY OF SANFORD PERMIT APPLICATION Permit No.: ol.- 3 Job Address: D5 E� F_ Permit Type: Description of Work: Date: RECEIVED APR T 7 2007 Additional Information for Electrical & Plumbing Permits Electrical: _Addition/Alteration ,Change of Service Temporary Pole Now AMP Service (# of AMPS Plumbing/Residential; Addition/Alteration New Construction (One Closet Plus Additional) Plumbing/Commercial: Number of Fixtures Number of Water & Sewer Drainage Lines Number of Gas Lines Occupancy Type: _ _Residential Commercial Industrial Total Sq Ftg: Value of Work: S �� �7� pool � r Ct p S t,. -t — �. Type of Construction: 39•(e X t1? -4 Flood Zone: Number of Stories: Number of Dwelling Units: Parcel No.: 33 " i q -3D —5 3 pG00 - DcRo Q (Attach Proof of Ownership & Legal Description) Owner/Address/Phone:-Ch 15AUa&:-1-'��4 _ i�5 F EeA c- czi;l�qfc-d d Sontractor/Address/Phone: 1' � ©�- t J OL VW 113 (.p L_M�T.. _I State License Number: 52 C05 W tpel :ontact Person:"_%,kn rn 7 Phone & Fax Number: *0_7 d&Q eb`0 f6l7 a&Q lkle Holder (If other than Owner): kddress: 3onding Company: address: - Mortgage Lender: address: _ rchitect/Engineer D© I-< 1 Yy� Phone No.: -5l;3 97 -59a0 ddress:'3 9 .pplication is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has ommenced prior to the issuance of a permit'and that all work will be performed to meet standards of all laws regulating comtruction i this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, DOLS, FURNACGS, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. WNER' S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliar, ze with 1 applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF OMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY, IF Yb' U ,. •1TEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR OTICE OF COMMENCEMENT, OTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that tray be and in the public records of this county, and there may be additional permits required from other governmental entities such, as . ater management districts, state agencies, or federal agencies. ccep ce of permit i verification that I will notify the owner of the property o ! e requi men of Florida Lien Law, FS' 7`13. gnatA of Owner/Agent Date S' ature of Contractor/Agen Date (ill e 6 �l% xG�le, Z int OwnerlAgen ' Name ! Pint n Coatractor/A is Name JA otary-State of Florida NOTARY PUBLIC -STATE OF FLORIDA .......Burt J. Sellers - Commission # DD657199 :�' •' Expires: APR. 16, 2011 mer/AgeBdraD rxxtr 8�aa+�®I�14ict or _ Produced ID PLICATIO APPROVED BY: :cial,Conditions: Signature of Notary -State orida Date ............ TEALA RAGAN n Notary Public - State of Florida • -My Commission Expires Aug 23, 2005 on#D Commissi D464075 • Bonded By National Notary Assn ' Co tr Ct g tai " Personally Known to Me or Produced ID Date: �9oa Florida Pool Enclosures, Inc. 927 Hickory Street • Altamonte Springs FL 32701 Phone: (407) 260-2800 • Fax: (407) 260-6411 State Cert. Lic # SCCO56689 Tuesday, November 14, 2006 a1 AJ �► 1�, 1, 90 THE UNDERSIGNED HEREBY APPOINTS TAMARA MCPHERSON AS ATTORNEY IN FACE TO APPLY AND RECEIVE A BUILDING PERMIT FOR THE FOLLOWING ADDRESS: I D 5- f C+ - MY ATTORNEY IS HERBY AUTHORIZED TO DO EVERYTHING NECESSARY TO APPLY FOR AND RECEIVE THE BULDING PERMIT AND I RATIF EVERYTHING THE SAID ATTORNEY SHALLDO ON MY BEHALF. � � e 1Delahoz Florida Pool Enclosure SCC056689 STATE OF FLORIDA COUNTY OF TH FOREGOING INSTRUMENT_ WAS ACKNOWLEDGED THIS J 7 DAY OF ,2006, BY ► k-ta H-uZ ,WHO APP ARED BEFORE ME AND ACKNOWLEDGED THAT HE/SHE rINSTRUMENT VOLUNTARILY FOR THE PURPOSE EXPRESSES IN IT. KNOWN OR . PRODUCED IDENTIFICATION IDENTIFICATION. 50,b(24, - TEALARAGAP ('eatck a PRINT ] A EdFNOTARY NOTARY STAMP TEALA -----GAN� ��t CRY PLB .i Notary Public - State of Flo', 'i -My Commission Expi_s Aug3 9 , 2000 Commission # DD464875 Bonded By National Notary Assn. _PFMONALLY SIGNED THE PERSONALLY TYPE OF Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 Wit alb DAVW.J0H*9�N, CFAj.ASA e= PERTV APPRA15ER k B7=N7�INdLE;,i7C917 = L i701' ": '4R 8r�tin 1466 407 Sfi 7508 2007 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 33-19-30-513-0000-0460 Number of Buildings: 1 Owner: TOLER CHRISTOPHER J & JULIE Depreciated Bldg Value: $174,303 Mailing Address: 105 E END CT Depreciated EXFT Value: $0 City,State,ZipCode: SANFORD FL 32771 Land Value (Market): $45,100 Property Address: 105 EAST END CT SANFORD 32771 Land Value Ag: $0 Subdivision Name: MAYFAIR OAKS 331930513 Just/Market Value: $219,403 Tax District: S1-SANFORD Assessed Value (SOH): $123,720 Exemptions: 00 -HOMESTEAD (2001) Exempt Value: $25,000 Dor: 01 -SINGLE FAMILY Taxable Value: $98,720 Tax Estimator 2006 VALUE SUMMARY SALES Tax Amount(without SOH): $3,581 Deed Date Book Page Amount Vac/Imp Qualified 2006 Tax Bill Amount: $1,884 WARRANTY DEED 07/2000 03977 0050 $126,300 Improved Yes Save Our Homes (SOH) Savings: $1,697 2006 Taxable Value: $95,702 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Land Unit Land PLATS:I Pick. F__ Frontage Depth Method Units Price Value _......_.. ..._ ; LOT 46 MAYFAIR OAKS PB 50 PGS 38 THRU LOT 0 0 1.000 45,100.00 $45,100 41 BUILDING INFORMATION Bld Bld Type Year Fixtures Base Gross Living Ext Wall Bld Value Est. Cost Num Bit SF SF SF New 1 SINGLE 2000 8 1,621 2,208 1,621 CB/STUCCO $174,303 $180,158 FAMILY FINISH Appendage I Sgft OPEN PORCH FINISHED / 99 Appendage / Sgft OPEN PORCH FINISHED / 48 Appendage I Sqft GARAGE FINISHED / 440 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished,Base Semi Finshed Permits NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. *** If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www.scpafl.org/web/re web.seminole county title?PARCEL=33193051300000460... 3/9/2007 NOTICE OF COMMENCEMENT Permit No. Parcel rD: -J r - 513 - Q(�Op -( 1WIn State of Florida County of Seminole j y. The undersigned hereby gives notice that Improvement will be madc to certain teal property, and in accordance with Chapter 713. Florlda Statutes, the following information is provided in this Notice of Commencement. r.UU4 um i loll MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 06618 Pg 1193; opo) CLERK'S # 2007036542 RECORDED 03/09/2007 01123135 PM RECORDING FEES 10.06 RECORDED By J Eckenroth Ltl„IrIi'' 1 11 I MARY-ANNi' f( :E CLERK OF [Ira: , r,roIPT SEMINObE COUNTY. FLORIDA e �S PUU � CSU% I. Description of property: (legal description ofthe property and street address if tivailable) o r) �/Cc.p✓t/fF 2. General description of improvement J _ 3. Owner Name and address: a. Interest in property a b. Name and address of fee simple titleholder (if other than Owner) 4. Contractor Natnc and address: S. Surety a. Name and address b. Amount of bond 6. Lander Name and address: AXMCdAz, d6AI—ir"o 7. Persons within the State of Florlda designated by Owner upon whom notices or other documents maybe served as provided by Section 713.13(1)(a)7., Florida Statutes: a. Name and address (,,,.' dL[. S /yt� a ✓O cJ 8. In addition to himself or herself, OWner designates of 713.13(1)(b), Florida Statutes, to receive a copy of the Lienor's Notice as provided ui Section 9. Expiration date of notice of commencement (the expiration date is I year fro, date of reco ins unless a *ferent date Is Specified) �1 Signature of Uwnef Sworn to (or affirmed) and subscribed before me thl9 _� day of %1 20 -� by Personally Known or Produced Identification Type of ideriliricotion Produced otary Publi�Smte�ofFlorida. Commission Expir9NIS INSTRUMENT PREPARED BY. NAME ADDR. LZZ cC- c,,. & zz C— Axa -YLJ BURTJ. SELLERS Notary Public, Stagg Cit Florida My Commission Expires 4/18/07 Commission No. OD204212 TOTAL P.001 TOTAL P.004 2x5 TRAC a� O y, U UM O U C ate-+ fZ � N O (0-0 0 'DU X- (0 N fn a O vOi 0-�*� -Oa o °�' aa� o0 co 0'= n. E c N � Ln T'60TD9d t,00Z -UO1jejO1A apoD a JO 1enoidde 2X2XO.060 GIRT juea6 IOU saop a:)uenssi jiwaad/ueld j •papajim aq oT paainbai aae uoipadsui 6uianp puno� SU0I1e101A apO:) CABLE w¢ v ¢ ALL PRIMARY ROOF B SHALL BE TRAC BE SMB / ( FL PRODUCT APPROVAL #735D) 2X3X0.060 PURLIN SUPER GUTTER frw 5" 2 2X3X0.060 +1X2 0.6. 2X2XO.060 GIRT fn CABLE w¢ v ¢ ¢ / mm aQa 2X3X0.060 PURLIN frw d' \ U roto \ fr¢ OU W U ¢ W W UU � W u7 m ' �z m / / �m �N W oxN nm X+ N+ Xm X tfJ x rix 6p 7 �pQjPG\ X + 7'-11 \ \2X3XO.060 \ 1x2 o.B. +1X2 O.B. 2X3X0.060 +1X2 0.6. o U o .Q Y E U N V An fo - 73 N °U 0 a) o-_ C: >,-T fo a) Q ca- 2' E t, fu U) N t L N V) O> N 2x5 TRAC BEAM ALL PRIMARY COLUMNS/POSTS SHALL BE TRAC BEAM SMB ( FL PRODUCT APPROVAL #7350) w mm Qo X N + Cec a e5°ape oPe� \r�o< 0 ea en\eC o� a °`Nsda�°C rc as �ege�\r9- a� �o m \\,,,\e 6\c' Ces�ae cC e o0 1 0\5 5 e av1ayC- 910,40 �31� \ea\a6.FSG \\ P Design Department prepared by: 927 Hickory St. Altamonte Springs, FL `men Office: 407-260-2800 Thompson Fax: 407-260-6411 Sheet Number: 1 of 1 1 Prollect Information: Christopher Toler 105 E. End Ct. Sanford, FL 32771 Parcel ID: Scale: NTS Date: 3/20/07 General Notes: 1) The length given for the knee braces represents the horizontal and vertical displacements. 2) The locations of doors are incidental to the design. 3) Girts remain the same throughout the design, unless othewise noted. 4) All measurments are to center of walls and menbers. 2X2XO.060 GIRT CABLE w¢ v ¢ ¢ BRACE mm aQa �w frw TYP, W m m u7 m ¢ X m N 2X2XO.060 N N x v CHAIR RAIL X + 7'-11 7'-11' Z 7'-11" 1x2 o.B. o U o .Q Y E U N V An fo - 73 N °U 0 a) o-_ C: >,-T fo a) Q ca- 2' E t, fu U) N t L N V) O> N 2x5 TRAC BEAM ALL PRIMARY COLUMNS/POSTS SHALL BE TRAC BEAM SMB ( FL PRODUCT APPROVAL #7350) w mm Qo X N + Cec a e5°ape oPe� \r�o< 0 ea en\eC o� a °`Nsda�°C rc as �ege�\r9- a� �o m \\,,,\e 6\c' Ces�ae cC e o0 1 0\5 5 e av1ayC- 910,40 �31� \ea\a6.FSG \\ P Design Department prepared by: 927 Hickory St. Altamonte Springs, FL `men Office: 407-260-2800 Thompson Fax: 407-260-6411 Sheet Number: 1 of 1 1 Prollect Information: Christopher Toler 105 E. End Ct. Sanford, FL 32771 Parcel ID: Scale: NTS Date: 3/20/07 General Notes: 1) The length given for the knee braces represents the horizontal and vertical displacements. 2) The locations of doors are incidental to the design. 3) Girts remain the same throughout the design, unless othewise noted. 4) All measurments are to center of walls and menbers. P10698 BOUNDARY SURVEY FOIL/CERTIFIED TO: Chris Toler and Julie Toler U.Ziversal Land Title, Inc., Commonweath Land Title Insurance Company National City Mortgage DESC??IPTION AS FUF,NISHED. Lot 46, MAYFAIR OAKS, as recorded in Plat Book 50, Pages 38 thi 41; Public Records of Seninole County, Florida. T�j -0 a 00 4 'L" \Q RAGTrLa RVQ. -"rtwtet.. 2F C. }�2 i. Fa{. 459 IV N- p4sac.0 D� rZE C.112`L �,�a • FSO. \ L` 2a. 1 4 C= 20 ®d C6=N. 4/ 9o'Z5 E&ST C- L-1 0 CaUtP-T VA�IE.�7) LITIL IT( ESM -r. 51 J D •.- i i i BS. "`459cv l...a -V 4 -7 i. boo rz� \q �,, � m _. err •• D D_ GRUSENMEYER - SCOTT & ASSOC., INC. - LAND SURVEYORS _—a__ rr:DTICl/ ATC/lC 11 �.. .�..� J _LP —STat� df-lE � 6 Galsc. 61—O CIG ,(�� N ldl. '1I N\) Q r � d p r 3 c11 n,Ac - i i i BS. "`459cv l...a -V 4 -7 i. boo rz� \q �,, � m _. err •• D D_ GRUSENMEYER - SCOTT & ASSOC., INC. - LAND SURVEYORS _—a__ rr:DTICl/ ATC/lC 11 �.. .�..� HOST STRUTURE (NEW OR EXISTING) T ALI,,-P.FNIARY ROOF BEAMS j YALL BE TRAC BEAM SMB (FL / PRODUCT APPROVAL # 7350) PURLINS (TYP.) F200F DIAGONAL BRACING (TYP.) SEE GENERAL NOTE 14. rT yp_) CHAIR RAIL (TYP.) ALL SIDE WALL COLUMNS/POSTS SHALL BE TRAC BEAM SMB (FL PRODUCT APPROVAL # 7350) "K" BRACING (OPTIONAL) TYPICAL DOME ROOF NOTE: Sketch is only,a representation of a Dome Style Enclosure, Contractor shall provide detailed layout drawings. DO KIM. & ASSOCIATES, LLC CONSULTING STRUCTURAL ENGINEERS 3300 Henderson Blvd., Suite 106 Tampa, FL 33609 Tel: (813) 874-5900 -Fax: (8 13) 8745959 eFgMsp Rev./Date Description A2 05 ISSUED A NoT A ❑A I— �^ U M_ 0 r Z z rn o= o U C W rn ep- -6 d . 0 z O CABLE BRACING (TYP.)-2 ILL F_ � W z U a W U) a) ALL PRIMARY COLUMNS/POSTS U Q SHALL BE TRAC BEAM SMB (FL PRODUCT APPROVAL # 7350) DRAWN BY: DYK CHECKED BY: DYK SCALE: ASSHOWN a,1VDATE: 9/05/06 E I F ER 49497 DO KIM & ASSOCIATES, LLC CA# 26887 3300 HENDERSON BLVD., SUITE 106 PUNS REVIEWED t Tip Drawing No. - 060905 SHEET 1 OF 7 l (3) #14x' S.M.S. (TYP. EACH STRAP AND EACH SIDE) 1x2 O.B. (OPTIONAL) (4) #14x2" S.M.S. - 1x2 O.B. TO SUPER GUTTER ('TYP.) (4) #14x3/4" S.M.S. (TYP.) S.M.B. BEAM 2x24" ANGLE, EACH SIDE - (TYP.) (8) #140/4" S.M.S., (4) EACH LEG (TYP.) SUPER GUTTER 2' 0 DOLLOP OF CONSTRUCTION ADHESIVE @ 5' o.c. ROOF BEAM TO SUPER GUTTER CONNECTION DETAIL 3x34.093 POST (MIN.) T (6) #14x2'4' S.M.S. TOTAL, (3) EACH LEG } ' MIN. C -C SPACING (TYP.) r 3' BASE INSERT W/IYa' VERTICAL LEGS L.1u THICK 6063-T6 ALLOY (TYP.) a¢ (2) %'0 STAINLESS STEEL OR wt~i1 HOT DIPPED GALVANIZED y"uQ WEDGE ANCHORS W/ 214' MIN. EMBEDMENT INTO CONCRETE. TOP OF CONCRETE °i.e••. •• SCREEN ROOF TO PANEU COMPOSITE COLUMN TO FOUNDATION CONNECTION DETAIL 1 x 1 x)♦r' BY 3' LONG - ANGLE, EACH SIDE (TYP.) I (4) #14x)4" S.M.S., 2 SCREWS, - EACH LEG (IYP.) HOLLOW POST — lx5xYg' ANGLE 4' LONG (TYP. @ EACH BEAM) 7��FACIA TO BE 2x6 (MIN.) S.P.F. (CEDAR IS NOT ACCEPTABLE), STRUCTURAL GRADE 2 MIN. ( );'0x2' LG. LAG SCREW @ 24' D.C. ENTIRE LENGTH OF GUTTER tzfSECURE FASCIA TO EACH RAFTER TAIL W/ (1) ;4'0x4' LONG PAN HEAD LAG SCREWS BEFORE ATTACHING SUPER GUTTER (1) Yi 0x2' LG. LAG SCREWS _ C ❑ [], (TYP. @ EACH BEAM) fCJ (1) #14x2' SAS @ 12' ..c(MAX) BETWEEN BEAMS ANGLEICK CONTINUOUS SECURE FASCIA TO EACH RAFTER TAIL W/ (1) A'Ox4' LONG PAN HEAD LAG SCREWS BEFORE ATTACHING SUPER GUTTER #10x3/4" S.M.S. �Y; CONTINUOUS BEAD DF CONSTRUCTION 0 2' O.C. ADHESIVE SEE PLAN FOR SIZE 1x2 O.B. FASTENED TO CORNE SECTION WITH #10x1Y2' S.M.S.E a 24" O.C. v 2x2xA" ANGLE 2" LONG (EACH cu W/(2) 110x1Y1" S.M.S. TO Po'_ & 3/8 0 H.D. GALV. EXP. BOL W/ 2 1/2' MIN. EMBEDMENT CHAIR RAIL / GIRT TO POST CONNECTION DETAIL CORNER POST/ COLUMN TO FOUNDATION CONNECTION DETAIL BEAM (4) #14x%' 2'x3"x0.04` PURLIN BEAM MAY BE FLAT OR SLOPED (2) #14x2}1 ((TYP. EACH (2) #14xA ((TYP. EACH RNATE (1) e" ANGLE :E 'A- ANGLE (BRACE) W/ 114xY4" S.M.S. O EACH IER INTERSECTION J" ANGLE 2' LONG ON RSIDEW/(4) #IOx-'p S.M.S. LEG (BEAM & BRACE) W45 BRACE ALTERNATE (2) 2x3x0.044 BRACE DO KIM & ASSOCIATES, LLC CONSULTING STRUCTURAL ENGINEERS 3300 Henderson Blvd., Suite 106 Tampa, FL 33609 Tel: (813) 874-5900 Fax: (813) 8745959 IQpI sI ISSUED 2006 C N PLAN - TYPICSL ROOF 0 BRACE TO BEAM CONNECTION (3) 114x14" S.M.S.,' EACH LEG AND (3) #10x2' LONG S.M.S. INTO (6) #14xk1" S.M.S. CHANNEL TO BEAM SCREW BOSSES (2 ON TOP AND (9) SCREW TOTAL 1 ON BOTTOM). (TYP. ALTERNATIVE) BEAM STITCHING 0 24' O.C. U (TYP. TOP AND BOTTOM OF SMB Z 2x3x0.045 SEE TABLE FOR SIZES) PURLIN uj Q) L Tn 0 U C BY 3" LONG W BRAKE -FORMED RELIEVING CHANNEL ANGLE. EACH SIDE (TYP.) (MIN. 0.062" MATERIAL THICKNESS) 0 1" x 2 1/8' x 1" x 3" LG. A(3) #14x12" S.M.S., EACH 0 (TYP. ALTERNATIVE) LEG (6) TOTAL (TYP.) 0- �' o O O PURLIN TO ROOF BEAM F- CONNECTION DETAIL Z U U, o C0 " f DRAWN BY: DYK CHECKED BY: DYK 2x3XO.O45 PURLIN ATTACHED TO BEAMS WITH (2) #10x1Y2" S.M.S. S.M.B. BEAM . EEE MAY BE SLOPED OR FLAT SCALE: AS SHOWN DATE: 9/05/06 2X3%0.045 PURLIN (MAY BE SLOPED INTO SCREW BOSSES(TYP.) (SEE PLAN FOR SIZE) 1xIA- BY 3" LONG ANGLE, EACH SIDE (TYP.) OR FLAT) USE #10x1)1" S.M.S. 0 24"'D.C. RT/(CHAIR RAIL) (4) #14x;" S.M.S., 3 SCREWS EACH LEG (TYP.) TO CONNECT TO 1x2 O.B. TO 2x3. 1x2 O.B. FASTENED TO COLUMN/POST — — (�j� mS REVIEWED USE #10x1' S.M.S. ®24' O.C. CONNECT TO 1x2 O.B. TO 2x3. - - -(4)-#10x1)2' W/ (2) #10x2"S.M.S. INTO SCREW BOSSES (EACH END, TYP.),, UV �� SANFO DO P.E.TO S.M.S., 2 SCREWS 000 7 (2) #10x1)2" S.M.S.,(TYP.) EACH LEG OF 204"x2' MIN. ANGLE EACH SIDE (TYP.) 000 VON O p DO KIM &CIATES, LLC #10x1" LONG INTO SCREW BOSSES (2) #tOx%"" S.M.S.,(TYP.) PURLIN FASTENED TO COLUMN/POST WITH (4) #14x1" S.M.S. (EACH LEG) (6)-#14xY4" S.M.S. EACH SIDE 887 LTERNATIVE) USING Y8" THICK FLAT BAR BENT OF BEAM (FOR 2X5 TRAC BEAM) EACH SIDE 14' MIN., 3 WMAX. C -C OF ST (TYP.) SPACING 3300 HENDERSON BLVD., 104" x 2" LONG ANGLE. TO FIT .(6063-T6 .ALLOY) OF) BEAM (FOR 2X7 TRACEACH ENERS BEAM SUITE 106 POST SIDE (TYP.) - /J DISTANCE (TYP.) Tamp , FL 33684 COLUMN/POST TRAC BEAM COLUMN J SIDEWALL POST / COLUMN TO PURLIN MAIN POST / COLUMN TO ROOF BEAM CONNECTION DETAIL CONNECTION DETAIL Drawing No. - 060905 SHEET 2 OF 7 S.M.B. (SEE PLAN FOR SIZE) 1/8" THICK 6063-T6 ALLOY PLATE (EACH SIDE). - (6) #140/4" S.M.S. (12) TOTAL - BEAM TO BRACE DIAGONAL CONNECTION ll. COLUMN - 6'-0" MAX. SPAN 2x4 S.M.B, BRACE - MIN. (UPRIGHT 6 DIAGONAL SAME SIZE) 1/8" THICK 6063-T6 ALLOY PLATE (EACH SIDE). - (6) 1140/4" S.M.S. (12) TOTAL. - BRACE TO UPRIGHT (4) {)14x2" S.M.S. - 1x2 O.B. TO SUPER GUTTER (TYP.) (4) #140/4' S.M.S. (TYP.) S.M.B. BEAM (SEE PLAN FOR SIZE) 2x2A" ANGLE, EACH SIDE -V (TYP.) G (8) #14x3/4" S.M.S., 4 SCREWS J EACH LEG (TYP.) SUPER GUTTER (9) #14xY4' S.M.S. TO WALL MEMBERS SEE BEAM / COLUMN FOR DETAILS 1x2 O.B. (OPTIONAL) (3) #14x44' S.M.S. (TYP. EACH STRAP AND .EACH SIDE) FACIA TO BE 2x6 (MIN.) S.P.F. (CEDAR IS NOT ACCEPTABLE), STRUCTURAL GRADE 2 MIN. (1) Y4'0.2" LG. LAG SCREW @ 24' D.C. ENTIRE LENGTH OF GUTTER SECURE FASCIA TO EACH RAFTER TAIL W/(D y'Ox4' LONG PAN HEAD LAG SCREWS BEFORE ATTACHING SUPER GUTTER 1x5xY8' ANGLE.4' LONG (TYP. @ EACH BEAM) 2' 0 DOLLOP OF CONSTRUCTION � ADHESIVE @ 5' o.c NON -GABLE ROOF TRANSOM (RISER) WALL CONNECTION DETAIL A5 C��S yf a O Z O (❑R) -V CABLE W/ CLAMPS (11 R) ,5�-- 45 �} CABLE BRACE DETAIL (D-3/8' x 2' CONCRETE ANCHOR N W/ 1 1/4'0 WASHER (TYP.) ly' x 51¢' x 0.120 THICK ALUMINUM FLAT BAR (3)-1/4' x 2' CONCRETE ANCHOR (TYP.) 3' STEEL 'CAMELBACK' CLIP (TYP.) THIS CLIP MAY BE INSTALLED ON T/C OR ON SIDE OF CONC. SLAB (2' MIN. CONCRETE EDGE DISTANCE) (2) - y' x 2' CONCRETE SCREW ANCHOR (TYP.) General Notes and Specifications: 1. Contractor shall field verify all dimensions before construction and shall notify engineer of discrepancies for immediate consideration. 2. Concrete shall be minimum 28 day compressive strength of f'c=2500 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. If existing concrete slabs/footings are deemed satisfactory, it may be incorporated into new slab/footing by observing the following procedure: a) Clean and scabble all connecting edges. b) Drill and epoxy embed #5 reinforcing placed @ 12" O.C. mid depth. The rebar should be embedded a min. of 7" (using Hilt! HY 1S0 Epoxy or equal approved), leaving 24" exposed to be incorporated into new slab/footing. 3. All dimensions are provided by contractor, DO Kim & Associates, LLC have made interpretations where necessary. 4. The following structures are designed to be attached to block and wood frame structures of adequate structural capacity. The contractor shall verify that the host structure is in good condition and of sufficient strength to hold the proposed addition. If there is a question about the host structure, the owner (at his own expense) shall hire an architect or engineer to verify host structure capacity. S. Screen density shall be a maximum of 20 x 20 mesh. 6. Connections using screw bosses shall have minimum (4)-#10x1" per connection unless shown otherwise. 7. Every panel of screen mesh shall be fastened securely in place with spline. Each panel shall be fastened at at[ sides, independent .of surrounding panels. This requirement shall include purlins and chair/kickplate rails. Screen mesh panels are not required to be secured to rigid diagonal bracing members. Screen mesh is incidental to. the structural integrity of the overall structure. B. 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 lo o I Minimum Center to Center Distance #10 II o 5/ "' yz" #12 0.219 17.0' 15.0' #14 (1/4") II � 5/ " 20,1' 18.1' w x )C II `o 1L ! 2x4 S.M.B, BRACE - MIN. (UPRIGHT 6 DIAGONAL SAME SIZE) 1/8" THICK 6063-T6 ALLOY PLATE (EACH SIDE). - (6) 1140/4" S.M.S. (12) TOTAL. - BRACE TO UPRIGHT (4) {)14x2" S.M.S. - 1x2 O.B. TO SUPER GUTTER (TYP.) (4) #140/4' S.M.S. (TYP.) S.M.B. BEAM (SEE PLAN FOR SIZE) 2x2A" ANGLE, EACH SIDE -V (TYP.) G (8) #14x3/4" S.M.S., 4 SCREWS J EACH LEG (TYP.) SUPER GUTTER (9) #14xY4' S.M.S. TO WALL MEMBERS SEE BEAM / COLUMN FOR DETAILS 1x2 O.B. (OPTIONAL) (3) #14x44' S.M.S. (TYP. EACH STRAP AND .EACH SIDE) FACIA TO BE 2x6 (MIN.) S.P.F. (CEDAR IS NOT ACCEPTABLE), STRUCTURAL GRADE 2 MIN. (1) Y4'0.2" LG. LAG SCREW @ 24' D.C. ENTIRE LENGTH OF GUTTER SECURE FASCIA TO EACH RAFTER TAIL W/(D y'Ox4' LONG PAN HEAD LAG SCREWS BEFORE ATTACHING SUPER GUTTER 1x5xY8' ANGLE.4' LONG (TYP. @ EACH BEAM) 2' 0 DOLLOP OF CONSTRUCTION � ADHESIVE @ 5' o.c NON -GABLE ROOF TRANSOM (RISER) WALL CONNECTION DETAIL A5 C��S yf a O Z O (❑R) -V CABLE W/ CLAMPS (11 R) ,5�-- 45 �} CABLE BRACE DETAIL (D-3/8' x 2' CONCRETE ANCHOR N W/ 1 1/4'0 WASHER (TYP.) ly' x 51¢' x 0.120 THICK ALUMINUM FLAT BAR (3)-1/4' x 2' CONCRETE ANCHOR (TYP.) 3' STEEL 'CAMELBACK' CLIP (TYP.) THIS CLIP MAY BE INSTALLED ON T/C OR ON SIDE OF CONC. SLAB (2' MIN. CONCRETE EDGE DISTANCE) (2) - y' x 2' CONCRETE SCREW ANCHOR (TYP.) General Notes and Specifications: 1. Contractor shall field verify all dimensions before construction and shall notify engineer of discrepancies for immediate consideration. 2. Concrete shall be minimum 28 day compressive strength of f'c=2500 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. If existing concrete slabs/footings are deemed satisfactory, it may be incorporated into new slab/footing by observing the following procedure: a) Clean and scabble all connecting edges. b) Drill and epoxy embed #5 reinforcing placed @ 12" O.C. mid depth. The rebar should be embedded a min. of 7" (using Hilt! HY 1S0 Epoxy or equal approved), leaving 24" exposed to be incorporated into new slab/footing. 3. All dimensions are provided by contractor, DO Kim & Associates, LLC have made interpretations where necessary. 4. The following structures are designed to be attached to block and wood frame structures of adequate structural capacity. The contractor shall verify that the host structure is in good condition and of sufficient strength to hold the proposed addition. If there is a question about the host structure, the owner (at his own expense) shall hire an architect or engineer to verify host structure capacity. S. Screen density shall be a maximum of 20 x 20 mesh. 6. Connections using screw bosses shall have minimum (4)-#10x1" per connection unless shown otherwise. 7. Every panel of screen mesh shall be fastened securely in place with spline. Each panel shall be fastened at at[ sides, independent .of surrounding panels. This requirement shall include purlins and chair/kickplate rails. Screen mesh panels are not required to be secured to rigid diagonal bracing members. Screen mesh is incidental to. the structural integrity of the overall structure. B. 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 (in) Minimum Edge Distance Minimum Center to Center Distance #10 0.188 5/ "' yz" #12 0.219 17.0' 15.0' #14 (1/4") 0.250 'h" 5/ " 9. Structure has been designed to meet the 2004 FBC with 2006 supplements. Project is sited where the basic wind.speed is 120 mph (3 -sec gust). 1=0.77 for screen enclosures. Exposure B. Design wind pressures are from 2004 FBC. Minimum design pressure is 10 psf. Pressures are based on wind tunnel testing with main wind force resisting system coefficient, GCp, of 4-0.25 for screen roof and 0,7-1.25 for walls. 10. All concrete anchors shall be Simpson Strong -Tie Wedge Alt Anchors or Titian Screws or approved equal. 11: Maximum spacing of Purlins shall be less than 8'-0" o.c. Maximum spacing of Chair Rails (Girts) shall be less than 9'-0" o.c.. 12. Composite panel or riser panel metal shall be of aluminum alloy 3105-H15 or 3105-H25. 13. Diagonal bracing shall be installed on all roof screen panels that have at least one side adjacent to an exterior screen wall. 14. Construction adhesive shall meet ASTM C-557. MIN shear strength @ 7 days = 425 P.S.I. 15. When knee braces are utilized at uprights and beams, beam spans shown in tables are from the interior side of the knee brace supporting the beam. 16. Lateral cable bracing shall be provided at each screened wall parallel to host structure, unless it is directly attached to host structure. One set of cable braces shall be provided for each 500 sf of screened wall area that the wind load is being applied. 17. Structures that exceed 38 feet of beam span or heights exceeding 25 feet or.are located in Exposure C shall require site specific evaluation by :the engineer of record. 18. All Aluminum members shall be 6063-T6 Alloy unless otherwise noted. Trac Beams shall be 6005-T 11 Of sjofORD MAXIMUM SPANS FOR CARRIER BEAMS (SUPPORTING SCREEN R❑❑E ONLY) BEAM TRIBUTARY WIDTH 10' 15' 20' 25' 30' 2X5 TRA( 23.5' 19.8' 17.0' 15.0' 13.5' 2X7 TRAC 25.7' 22.3' 20,1' 18.1' 16.6' Design wind speed up to 120 mph. Exposure B. Beam Stitching Screw for all_Leaacf,, S.M.B.'s (NOT_FOR�T,RAC;BBAMOd 1 ' Beam Size � V Beam titching _Screw @ 24" o.c. 2"x 4" x 0.046 x 0.100 48 x'14 2" z 5" )i 0.050 x 0.116 #B x 2" x 6" x 0.050 x 0.120 #10 x 2"x7"x0.055 x0.120 #10x)/4" 2" x 8" x 0.072 x 0.224 #12 x '/4" 2" x 9" x 0.072 x 0.224 #12 x %4" 2" x 9" x 0.082 x, 0.306 #14 x '/4r' 2" -xi 0 " x 0.092 x 0.389 1 #14 x 3/4" DO KIM & ASSOCIATES, LLC CONSULTING STRUCTURAL ENGINEERS 3300 Henderson Blvd., Suite 106 Tampa, FL 33609 Tel: (8 13) 8745900 Fax: (813) 8745959 I A 19'05 I ISSUED 2006 U L d U Z (n (n O U C Lu Ln O � O aI d ' L'0 T3 Z �. L O. 0 W LLl � -t W i 0. 0 CD DRAWN BY: DYK CHECKED BY: DYK SCALE: AS SHOWN DATE: 9/05/06 DO YE N , P.' V 49497 DO KIM & OCIATES, LLC CA# 26887 3300 HENDERSON BLVD., SUITE 106 1 amps FL 33684 t j/' O l, Drawing No. - 060905 SHEET 3 OF 7 c z 3" MIN. (TYP.) Z 3" MIN. (TYP.) C� PURLIN SUPPORT COLUMN/POST 2x2x1/8" x 2" LG. ANGLE W/ (4) J14x3/4' S.M.S (EACH SIDE) 3s"0 CONCRETE ANCHOR W/2%' EMBEDMENT INTO STRUCTURAL CONCRETE (EACH SIDE) (DR) (2) Y4"0x774" TAPCON CONCRETE SCREW ANCHORS W/ MIN. 1}' EMBEDMENT SIDEWALL COLUMN TO FOUNDATION CONNECTION DETAIL • Y6" ANGLE, EACH SIDE (TYP.) S.M.S. WITH MIN. ' COLUMN/POST %"0 CONCRETE ANCHOR EDGE DISTANCE W/2'3i'g" EMBEDMENT INTO EDGE DISTANCE STRUCTURAL CONCRETE (TYP.) 2x2x1/8' x 2" LG. ANGLE - 1"x2" O.B. SOLE PLATE W/2%" EMBEDMENT INTO W/ (4) #14x3/4" S.M.S z STRUCTURAL CONCRETE (TYP.) (EACH SIDE) J z j YY4"0x274 CONCRETE z I m SCREW ANCHOR ® 24" O.C. 1"x2" O.B. SOLE PLATE Z'u o yu AND 9" FROM POST (TYP.) COLUMN/POST � 1x2 O.B. SOLE PLATE EDGE OF CONCRETE PLAN VIEW I' (TYP.) iv BEAM SUPPORT )6" ANGLE, EACH SIDE (TYP.) COLUMN/POST S.M.S. WITH MIN.' EDGE DISTANCE %"0 CONCRETE ANCHOR 2x2x1/8' x 2" LG. ANGLE - W/2%" EMBEDMENT INTO W/ (4) #14x3/4" S.M.S STRUCTURAL CONCRETE (TYP.) (EACH SIDE) C L 1"x2" O.B. SOLE PLATE a:. a4 a J z MM Y4"Ox2Y4 CONCRETE W i SCREW ANCHOR ® 24" O.C. z AND 9" FROM POST (TYP.) <wo F U N MAIN COLUMN TO FOUNDATION CONNECTION DETAIL COLUMN/POST 1x2 O.B. SOLE PLATE 1 EDGE OF CONCRETE PLAN VIEW 1' (TYP.) N� SCREW BEAM STITCHING SCREW ® 24' O.C. - (TYP. TOP AND BOTTOM OF SMB) S.M.B. CARRIER BEAM - (SEE PLAN FOR SIZE) (' )-112x34" S.M.S. - EACH LEG (SEE CHART FOR REO'D NUMBER OF SCREWS) BEAM (-)= # SCREWS 2x4 4 2x5 5 2x6 6 2x7 7 2x8 8 2x9 9 2xI0 10 S.M.B. ROOF BEAM (SEE PLAN FOR SIZE) 2.2 V MIN. THICK ANGLE (EACH SIDE) (ANGLE LENGTH = DEPTH OF BEAM) CARRIER BEAM TO BEAM CONNECTION DETAIL 2x3xO.045 PURUN ATTACHED TO HOST STRUCTURE USE (4)-#10x2' S.M.S. INTO SCREW BOSSES INTO BEAM (EACH END, TYP.): (4)-#14x34" S.M.S.; INTO BEAM 2x2xV6"x3" ANGLE, EACH SIDE (TYP.) 2x5 OR 20 TRAC BEAM FOR 2.5 TRAC BEAM LOO (4)-#14x3'4 S.M.S., INTO BEAM 2x2x1g'"x2" ANGLE, EACH SIDE (TYP.) FOR 2x7 TRAC BEAM (8)-#14x3'4" S.M.S., INTO BEAM 2x2x%"x4" ANGLE, EACH SIDE (TYP.) HOST STRUCTURE (MASONRY OR WOOD) (2)-#10x4" S.M.S. W/ 3," WASHER AT EACH END 2x3 PURUN AND AT 36" O.C.C. d as (2) Y4" 0 x 2Y" LONG WOOD UG SCREW OR (2) Y4 0 x 2Y4" LONG MASONRY ANCHORS BEAM TO HOST STRUCTUREDETAIL 0 i DO KIM & ASSOCIATES, LLC CONSULTING STRUCTURAL ENGINEERS 3300 Henderson Blvd., Suite 106 Tampa, FL 33609 Tel: (813) 874-5900 Fax: (813)874-5959 0 " ISSUED 2006 D U Z ui N L 1n O U C DRAWN BY: DYK CHECKED BY: DYK SCALE: AS SHOWN DATE: 9105N6 DO YE N I E. EG N 49 7 DVIM&AS 0 IATES, LLC CA# 887 3300 HENDERSON BLVD., SUITE 106 Tampa L 33684 Drawing No. - 060905 SHEET 4 OF 7 9 IL'boi Enclo-sure Collective, LLC Trac Beam (FL State Product Approval #735ff #10 x 3/4" MIN. SELF DRILLING SCREW ® 24" - (TYP. TOP AND BOTTOM 2" x 7" TRAC BEAM .150 11s + 101.158 330 R.031 TYP. (2) .110 �� .062 16' DETAIL 'A' (TYP, (2)) SCALE- 3x 2" x 3" TRAC SELF -MATING BEAM (SMB) (patent pending) 2" x 5" TRAC BEAM #10 x 3/4" MIN. SELF DRILLING SCREW ® 24" O.( (TYP. TOP AND BOTTOM OF S...�� DETAIL 'A' (TYP. (2)) SCALE, 3x 2" x 5" TRAC SELF -MATING BEAM (SMB) (patent pending) 2x5 TRAC BEAM (ROOF BEAM SPAN) -6.9 .060 .031 TYR (2) DETAIL 'A' 120 mph 4.938 3 TV. .05'AII, ,A, (2) TYP. R.03T�011 5 337-440 _11,5 TMP �4) .181 .425 - .352 .440 1.000 _ R.017 1.585 TYP. 1.000 1 1_ R.015 R.017 1, .6NST z9(r (2) 600- L .015" DEEPz9w .015" DEEPx90' �- (36) TIP- (2) TY.0601 25' II tom- .110 �.055f -►I I •050 .155 6.915 .155 4.q 15 #10 x 3/4" MIN. SELF DRILLING SCREW ® 24" - (TYP. TOP AND BOTTOM 2" x 7" TRAC BEAM .150 11s + 101.158 330 R.031 TYP. (2) .110 �� .062 16' DETAIL 'A' (TYP, (2)) SCALE- 3x 2" x 3" TRAC SELF -MATING BEAM (SMB) (patent pending) 2" x 5" TRAC BEAM #10 x 3/4" MIN. SELF DRILLING SCREW ® 24" O.( (TYP. TOP AND BOTTOM OF S...�� DETAIL 'A' (TYP. (2)) SCALE, 3x 2" x 5" TRAC SELF -MATING BEAM (SMB) (patent pending) 2x5 TRAC BEAM (ROOF BEAM SPAN) BEAM TO BEAM SPACING (ft) 110 Mph 120 mph 130 mph 140 mph 150 mph 5' 0. C. 25' 25' 25' 24.12' 23.27' 6' 0. C. 25' _ 25' 23;06' 22.12' 7' C. 25' [25' 23.51' 1 22.16' 21.33' 8' '.C. 25' 25' 2 2.9 4j 21.36' 20.35' 2x5 TRAC BEAM (COLUMN HEIGHT) BEAM TO BEAM SPACING (ft) 110 mph 120 mph 130 mph 140 mph 150 mph 5' 0, C. 20.31' 19.00' 17.01' 15.00' 13.33' 6' 0. C. 18.57' _ 14.57' 13.07' 12.28' 7' C. 16.89' 15.00' 13.00' 12.15' 11.24' 8' .C. 15.11' 1 13.52' 12.28' 11.13' 10.12' 2x7 TRAC BEAM (ROOF BEAM SPAN) BEAM TO BEAM SPACING (ft) 110 mph 120 mph 130 mph 140 mph 150 mph 5' 0. C. 37.82' 37.62 34.63' 31.23' 28.00' 6' 0. C. 35.18' 35.01 31.23' 27.37' 23.61' 7' 0. C. 32.65' 32.43 28.00' 23.48' 23.05' 8' 0. C. 30.00' 29.82 24.76' 23.21' 22.61' 2x7 TRAC BEAM (COLUMN HEIGHT) BEAM TO BEAM SPACING (ft) 110 mph 120 mph 130 Mph 140 mph 150 mph 5' 0. C. 23.04' 22.42' 21.48' 20.53' 19,59' 6' D. C. 22.22' 21.47' 20.34' 19.21' 18.08'. 7' O.C. 21.41' 20.53' 19.20' 17.80' 16,68'.. 8' 0. C. 20.55' 19.59' 18.08' 16,58'1®�8y' DO KIM Sc ASSOCIATES, LLC CONSULTING STRUCTURAL ENGINEERS 3300 Henderson Blvd., Suite 106 Tampa, FL 33609 Tel: (813) 8745900 Fax: (813) 8745959 '.Rev./Datej Description Q0 20� ISSUED i U Z N N O (n O U C W o t2 0 � Z O O � � U a Z U mC LLI J W v U 0 V) DRAWN BY: DYK CHECKED BY: DYK SCALE: AS SHOWN DATE: 9/05/06 1% INER 49497 �' � \ '' "' DO KIM SOCIATES, LLC TRA( BEAM Notes: e I ' CA#26887 3300 HENDERSON BLVD., SUITE 106 1. Refer to Florida Product Approval #FL7350.Y Ta F`�684 2. Drawings are illustrative purposes only. (®(ry 3. Allowable spans tables are based on 2004 Florida Building Code with 2006 Updates. Wind loads are based on Chapter 20 and Table 2004.4. 6. Maximum allowable deflections limits of L/60 have been checked. L/80 in HVHZ have also been checked. Drawing No. - 060905 SHEET 5 OF 7 2500 PSI MIN. CONCRETE STRENGTH :° APPROXIMATE GRADEI I=1 15 .. ° I s I11 -III a. ® : '® 1I ." —COMPACTED OR UNDISTURBED SOIL/SAND —I I °4 c d 4 (2)-#5 REBAR, CONTINUOUS -III I I �I 3" MIN. CONC. COVER, 36" MIN. i-1 I =I I I— LAP SPLICE 8" MIN.* * DIMENSIONS MAY BE SWITCHED STANDARD TYP. CONTINUOUS PERIMETER FOOTING (MAX. POOL ENCLOSURE ROOF SPAN OF 50') 4" NOMINAL CONCRETE SLAB (2500 PSI, MIN.) W/ 6 x 6 x 10 / 10 W.W.M. OR FIBER REINFORCED M • N W APPROXIMATE v4_ z Y GRADE ° d n a d M - U v • 'a.,� A* A d d a —I I I� I I-1 I COMPACTED OR UNDISTURBED ®... ®f a ,] SOIL/SAND a` e 1 �I I i VAPOR BARRIER (OPTIONAL FOR SCREEN ENCLOSURES) IIll (2)-#5 REBAR, CONTINUOUS 8" MIN. 3" MIN. CONC. COVER, 36" MIN. LAP SPLICE STANDARD TYP. TURNDOWN SLAB FOOTING (MAX. POOL ENCLOSURE ROOF SPAN OF 50') z N � POST EMBEDDED INTO CONCRETE MIN. 12" -21500 PSI MIN. CONCRETE STRENGTH #5 REBAR, 12" LONG a APPROXIMATE a GRAD C d d . Il I a 1 A'1' -11 1 4 I—II o 4 . 11=11 =III=III-III=11 - A I I; 24" MIN. 0 OR 20"x20" OR UNDISTURBED SOIL/SAND STANDARD TYP. ISOLATED FOOTER POST (SEE PLAN FOR SIZE) 4" NOMINAL CONCRETE SLAB (2500 PSI, MIN.) W/6x6x10/10 W.W.M. OR FIBER REINFORCED (POLYPROPYLENE FIBER – 1.5 POUND (MIN.)PER C.Y.] P2' d' ` . a z A8 . d .° e• COMPACTED OR UNDISTURBED SOIL POST / CONRETE SLAB DETAIL (MAX. POOL ENCLOSURE ROOF SPAN OF 40') !PLANS REVIEWED CITY OF SANFORD DO KIM Sc ASSOCIATES, LLC CONSULTING STRUCTURAL ENGINEERS 3300 Henderson Blvd., Suite 106 Tampa, FL 33609 Tel: (813) 874-5900 Fax: (813) 874-5959 12006.1 ISSUED I L MA U Z ./ Q uS N 0 W O U W to O � IL 0 O N410 �-- LL O zcoc U c DRAWN BY: DYK CHECKED BY: DYK SCALE: AS SHOWN DATE: 9/05/06 DO YEON P. �E 49497 1 4: DO KIM & S CIATES, LLC C 26887 3300 HENDERSON BLVD., SUITE 106 1 ()T�m33684 ��b C� Drawing No. - 060905 SHEET 6 OF 7 (3) #14x�4­ S.M.S. (TYP. EACH STRAP AND EACH SIDE) 5" TRAC BEAM UPRIGHT O O 2x2A' ANGLE, EACH SIDE (TYP.) (8) #14x3/4" S.M.S., EACH LEG (TYP.) 7" SUPER GUTTER - 3%3X0.050 MIN. PLATE W/ (3) #14x'4" S.M.S. INTO BEAM AND COLUMN (TYP.) 14' FLASHING (CONT.) TUCK UNDER SHINGLED @ LEAST 6' W/1/4 0 WASHER 'a SLOPE 2X7 TRAC BEAM (15' MAX. SPAN BETWEEN SUPPORTS) 000 04�� 0000 00000 3x3x0.093 POST (MIN.) 00O O ' 41 #14x)¢' S.M.S. W/INTEGRAL %'0 WASHER AND NEOPRENE GASKET@ 12' O.C., TOP & BOTTOM. IF CLEARANCE PROHIBITS INSTALLATION OF TOP FASTENERS USE #14x4' S.M.S. W/1Y4' 0 FENDER WASHER AND NEOPRENE GASKET @ 12' O.C. SCREEN ROOF TO PANEL OR COMPOSITE ROOF CONNECTION DETAIL EXTRUDED OR BRAKE -FORMED ROOF HEADER OR RECEIVING CHANNEL (0.044' MIN. THICKNESS) WITH MIN. IYz' BEARING LEG. (1) i4'0 x 2' LAG SCREW @ 24' O.C. ENTIRE LENGTH OF RECEIVING CHANNEL SECURE FASCIA TO EACH RAFTER TAIL j/ W/ (1) Y4'0 x 4' LONG PAN HEAD LAG SCREWS BEFORE ATTACHING RECEIVING CHANNEL �— SOFFIT S1' 0 x 23�' LONG WOOD LAG SCREW OR K 0 x 2Y' LONG MASONRY ANCHORS @ 24' O.C. MAX. HOST STRUCTURE (MASONRY OR WOOD) EXTRUDED OR BRAKE -FORMED ROOF HEADER OR RECEIVING CHANNEL (0.044' MIN. THICKNESS) WITH MIN. IYa' BEARING LEG. Nl , �1 Q MksREVIEWED u CITY VOW SANFORD DO KIM 5ASSOCIATES, LLC CONSULTING STRUCTURAL ENGINEERS 3300 Henderson Blvd., Suite 106 Tampa, FL 33609 Tel: (813) 8745900 Fax: (813) 8745959 0 9105 ISSUED zoos C 0 U z uS (n 0 U C W O O cc 70 Z 0 O [n _O O W Z U ami W J W U U 0 DRAWN BY: DYK CHECKED BY: DYK . SCALE: AS SHOWN DATE: 9105/06 DO YE IM t�% R 49497 DO KIM & SOCIATES, LLC CA# 26887 3300 HENDERSON BLVD., SUI 106 (D jaLfB Drawing No. - 060905 SHEET 7 OF 7 #14x4' S.M.S. W/ IWO FENDER WASHER AND NEOPRENE GASKET @ 12' O.C. (COMPOSITE PANEL) OR (4)-#12X%' S.M.S. W/ 3k4'0 WASHER AND NEOPRENE GASKET PER 12' WIDE 3'x0.032' RISER PANEL Ix5x)8' ANGLE 4' LONG SEALANT 3/a' MAX. (TYP. @ EACH BEAM) #14x/e' SMS W/ INTEGRAL X4'0 WASHER AND NEOPRENE GASKET @ 18' O.C. TOP & BOTTOM. SLOPE O O O O O O O O O O O O O 00000000000 000 0000000000000( 0000000000 000 0000000000000 O 3'x0.032 (1 LB EPS) COMPOSITE PANEL MAX. SPAN 14'-0' OR / 3'x0.032 RISER PANEL ` O )1 MAX. SPAN 14'-0' (2)- U'O THROUGH BOLT SEALANT 14' FLASHING (CONT.) TUCK UNDER SHINGLED @ LEAST 6' W/1/4 0 WASHER 'a SLOPE 2X7 TRAC BEAM (15' MAX. SPAN BETWEEN SUPPORTS) 000 04�� 0000 00000 3x3x0.093 POST (MIN.) 00O O ' 41 #14x)¢' S.M.S. W/INTEGRAL %'0 WASHER AND NEOPRENE GASKET@ 12' O.C., TOP & BOTTOM. IF CLEARANCE PROHIBITS INSTALLATION OF TOP FASTENERS USE #14x4' S.M.S. W/1Y4' 0 FENDER WASHER AND NEOPRENE GASKET @ 12' O.C. SCREEN ROOF TO PANEL OR COMPOSITE ROOF CONNECTION DETAIL EXTRUDED OR BRAKE -FORMED ROOF HEADER OR RECEIVING CHANNEL (0.044' MIN. THICKNESS) WITH MIN. IYz' BEARING LEG. (1) i4'0 x 2' LAG SCREW @ 24' O.C. ENTIRE LENGTH OF RECEIVING CHANNEL SECURE FASCIA TO EACH RAFTER TAIL j/ W/ (1) Y4'0 x 4' LONG PAN HEAD LAG SCREWS BEFORE ATTACHING RECEIVING CHANNEL �— SOFFIT S1' 0 x 23�' LONG WOOD LAG SCREW OR K 0 x 2Y' LONG MASONRY ANCHORS @ 24' O.C. MAX. HOST STRUCTURE (MASONRY OR WOOD) EXTRUDED OR BRAKE -FORMED ROOF HEADER OR RECEIVING CHANNEL (0.044' MIN. THICKNESS) WITH MIN. IYa' BEARING LEG. Nl , �1 Q MksREVIEWED u CITY VOW SANFORD DO KIM 5ASSOCIATES, LLC CONSULTING STRUCTURAL ENGINEERS 3300 Henderson Blvd., Suite 106 Tampa, FL 33609 Tel: (813) 8745900 Fax: (813) 8745959 0 9105 ISSUED zoos C 0 U z uS (n 0 U C W O O cc 70 Z 0 O [n _O O W Z U ami W J W U U 0 DRAWN BY: DYK CHECKED BY: DYK . SCALE: AS SHOWN DATE: 9105/06 DO YE IM t�% R 49497 DO KIM & SOCIATES, LLC CA# 26887 3300 HENDERSON BLVD., SUI 106 (D jaLfB Drawing No. - 060905 SHEET 7 OF 7