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HomeMy WebLinkAbout111 Larkwood Dr + (a)Z S'efZ I'm f -s 6 RECEIVED Z SurOey FEB 12011 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: T�3 Documented Construction Value: 7— Job .Job Address: ► I Lar k , nrj& lirF1 5Z7-71 Historic District: Yes ❑ No Parcel ID: C1 - 30 -St -T • OAoo WCO O Zoning: Description of Work: (nn� f'tl cry o,n n-� ' r�`'1 .c C-3(� ' Plan Review Contact Person: Y(�! 11 (/'2a Title: #Le-0 4� n! e �G 0:t-ho '�Ph ne: k g � l �i� ��al h Fax: E-mail: V 4007) 41�'I �h�3 Property Owner Infonnation Name a Phone: /V'1 % 3 z 41 ' jP - / y Street: L A Me wig y �7 �� (v � Resident of property? City, State Zip: SA fiy a i7 L 3?- 77 / Contractor Information Name Street: City, State Zip: Phone: Fax: State License No.: Architect/Engineer Information Name: KDS FinZ I-►nrn� 7 �c ns Street: q R9 k n n AW "1Ah i JjA. + r_ ! n i City, St, Zip: Orkaft C F•► 52 -RID Bonding Company: Address: Building Permit Ot Phone: i-10-1- 2-q L - 1 c -j S'o Fax: _ E-mail: Mortgage Lender: Address: PERMIT INFORMATION Square Footage: 79cl Construction Type:'Resineph&I No. f Stories: (1 ) one- No. 11eNo. of Dwelling Units: Flood Zone: ' 9 CSS Q c Electrical ❑ New Service – No. of AMPS: Mechanical ❑ (Duct layout required for new systems) Tail J e, r,- C0-,1 CV, I I Nal Plumbing ❑ New Construction - No. of Fixtures: Fire Sprinkler Alarm ❑ No. of heads: (-XCee D /q 1-77,P Pao''' { Y+8'-10_1 /4" A.F.F. RAISED BM. 0 TRUSSES ONLY AS -BUILT SUNROOM W/ SIDING TO MATCH EXISTING *+0'-0— _ — FINISH FLOOR REAR ELEVATION ROOF BUILT PER PREVIOUS PERMIT FOR A COVERED PORCH ADD: R-19 INSULATION +8'-10 1/4" A.F.F. EXISTING DBL DOORS RAISED BM. 0 N TRUSSES ONLY COV. PORCH) DBL. 2"X6' THREE 2X6 TOP TOP PLATE PLATES AT WINDOWS ADD CA TOP & H 3 BOTTOM (TYP. AS -BUILT) EA. STUD DBL 2"X6" AS BUILT WINDOWS HEADER (AS SEE FLOOR PLAN BUILT) EXIST. CONC. SLAB AS -BUILT FOR ORIGNIAL 2"X6" NO. 2 SYP COVERED PORCH STUDS 0 16" O.C. W/ ONLY SEE SHT. 2 1/2" COX SHEATHING EXIST. THICKENED N/1CTAfNSUL. & H 2.5 EDGE FOR ORIGNIAL ADD CTOP & H 3 BOTTOM COVERED PORCH EA. STUD ONLY SEE SHT. 2 WALL C FOR FDN. REPAIRS 0'-0" F.F. GRADE io AS -BUILT WALL SECTION `° 1 SCALE: 3/8" = 1'-0" ROOF BUILT PER PREVIOUS PERMIT FOR A COVERED PORCH 2"X6" PLATE ADD: R-19 INSULATION +8'-10 1/4" A.F.F. RAISED BM. 0 TRUSSES ONLY 2X12 i# SYP BM. AS -BUILT EXISTING DBL DOORS 2"X6" NO. 2 SYP STUDS N 0 16" O.C. W/ 1/2" CDX COV. PORCH) SHEATHING AS BUILT PRE -WIRE F GNSUL. & H 2.5 I ADD CA TOP & H 3 BOTTOM LAS EA. STUD REMOVE 2X4 NICHE WALL II NICHE WALL MAY BE REPLACED -BUILT 2X6 FRANE CONS:mN AFTER INSPECTION. EXIST. CONC. SLAB 0 FOR ORIGNIAL COVERED PORCH ONLY SEE SHT. 2 FOR FDN. REPAIRS U EXIST. 2X12 #2 SYP BM. TOP 0'-0" F.F. AS -BUILT WALL 2 SECTION — WALL C SCALE: 3/8" = 1'-0" AS -BUILT OPENING SCREEN DR. AS -BUILT FRAME KNEEWALL SCALE 1/4" = 1'-0" +8'-0" RAFTER BRG. _LOO FINISH FLOOR -R EXIST. TRUSSES & ROOF PER PLAN 6 a 0 1 +8'-0 A.F.F.�D 6M. O RAFTER BRG. TRU'QSES ONLY FR. DRS. AS -BUILT AS -BUILT SUNROOM AS -BUILT) SCREEN DR. 7U W/ SIDING TO MATCH WE PLR. PLAN) EXISTING +0-0 - - - - - - - - - 00-0_ _ `r FlNISH"FLOOR- - - - - - - Y FlNISH FLOOR - AS -BUILT FRAME KNEEWALL PARTIAL. LEFT SIDE PARTIAL RIGHT SIDE ELEVATION (AS—BUILT) ELEVATION (AS -BUILT) SCALE 1/8" = V-0" SCALE : 1/8" = V-0" ROOF BUILT PER —� PREVIOUS PERMIT FOR A COVERED PORCH 2"X6" PLATE ADD: R-19 INSULATION +8'-10 1/4" A.F.F. RAISED BM. 0 TRUSSES ONLY 2X12 SYP BM. AS -BUILT 2"X6" NO. 2 SYP STUDS EXIST. 6X6 POST 0 16" O.C. W/ 1/2" CDX W/ AS BUILT BOX OUT ySHEATHING R /19GGAI tt NSUL. & H 2.5 ADD TOP & H 3 BOTTOM EA, STUD GOL-V FFIF. GRADE AS -BUILT WALL SECTION - WALL D SCALE: 3/8" = 1'-0" AS -BUILT 2"X6" PLATE EXIST. (2) 2x6 P.T. HAS BEEN TAPCONED TO CMU (PART OF EXIST. COV PORCH) AS -BUILT --�_ 2"X6" NO. 2 SYP STUDS 0 16" O.C. W/ 1/2" CDX SHEATHING W/ GAI W/ R-19 IN lL2.5 TOP & CH 3 BOTTOM EA. STUD AS -BUILT 2"X6" NO. 2 SYP STUDS 0 16" O.C. W/ 1/2" CDX SHEATHING ADD W/HG��5W/o & CH 3 BOTTOM EA. STUD AS -BUILT 2X6 STUDS & JACKS 28'-6" 50'-9' EXIST. COVERED PORCH EXIST. 6X6 POST AREA OF NEW AS -BUILT CONSTRUCTION 22'-0" 2'-0" 4'-0" 5 L1,4' V-0 5 Ll,/L?' 5'-0" L. 5'-1" FG 14 0 FG ABV. 50X5 XFG ABV. 50 F68ABV. W/ I I II I AS BUILT 2X6 FRAME WALL W/ WINDOWS BUILT OVER 2X6 I WALL KNEEWALL (SEE WALL C,ELEVATION A -A FOR DETAILS) I EXIST. 6X6 POST (PART OF EXIST. I COV. PORCH) —fin I J I I I I I o c' LINE OF CATH. �- R-19 INSULATION IN CLC. CEILING & 2X6 WALLS I IF NOT INSTALLED 00 AS -BUILT 2X6 FRAME WALL - N 3 AS -BUILT 2X6 FRAME WALL I (SEE WALL ELEVATION B -B IIIImo- W/ FR. DRS. ADDED (SEE I FOR DETAILS) I WALL ELEVATION D -D FOR 1 EXIST. 2X12 #2 SYP BM. TOP 0- DETAILS) 1 AS -BUILT 2X4 FURR WALL TO I 8'-10 1/4" A.F.F. (PART OF ' BE REMOVED (SEE WALL 1 EXIST. COV. PORCH) SECTION 2 FOR DETAILS) I AS -BUILT 2X4 FURR WALL , , I (SEE WALL SECTION 3 FOR WALL B I DETAILS) I W/ A 3068 DR. AS SHOWN 1�-9a 9'-4 1/4" 5-7 3/4" II EXIST. PORCH SLAB, ROIm APPROX. APPROX. ' BEAMS & POSTS (PER i° ---EXIST. (2) 2x6 P.T. HAS BEEN ' I PLAN) EXIST. SLIDER HAS BEEN TAPCONED TO CMU REMOVED AND THE OPENING ___ ___ ___ (PART OF EXIST. COV. FRAMED (SEE WALL PORCH) ELEVATION C -C) -WALL 'A' EXISTING DBL DOORS (PART OF EXIST. N ' p COV. PORCH) (� AS BUILT PRE -WIRE F I m~ P-: rn a LAS a rn co II EXISTING -BUILT 2X6 FRANE CONS:mN w v 2'X6" ' PLATE BUILT 0 KNEEWALL EXIST. PORCH SLAB, ROOF, BEAMS -&\BUILT , POSTS (PERMITTED) II AT EXIST. COV. PORCH PERMITER (TYP.) U EXIST. 2X12 #2 SYP BM. TOP (UNALTERED EXCEPT FOR ,I II 8'-10 1/4" A.F.F. (PART OF EXIST. COV. PORCH) REMOVAL OF SGD AT WALL B_ 8) I� io 0 II , II EXISTING COVERED PORCH `° 01 AS -BUILT 2X6 FRAME CONSTRUCION 9'-0" CLG. (PERMITTED) AS -BUILT FLOOR PLAN II KNEEWALL BUILT AT EXIST. COV. PORCH PERMITER (TYP.) SCALE 1/4" = 1'-0" I rn II II J -i AS BUILT 2X4 FRAME WALL OPENING W I STORAGE CLOSET WAS ADDED REPORT ANY DISCREPANCIES TO THE ENGINEER OF RECORD. AREA OF NEW AS -BUILT CONSTRUCTION 22'-0" 2'-0" 4'-0" 5 L1,4' V-0 5 Ll,/L?' 5'-0" L. 5'-1" FG 14 0 FG ABV. 50X5 XFG ABV. 50 F68ABV. W/ I I II I AS BUILT 2X6 FRAME WALL W/ WINDOWS BUILT OVER 2X6 I WALL KNEEWALL (SEE WALL C,ELEVATION A -A FOR DETAILS) I EXIST. 6X6 POST (PART OF EXIST. I COV. PORCH) —fin I J I I I I I o c' LINE OF CATH. �- R-19 INSULATION IN CLC. CEILING & 2X6 WALLS I IF NOT INSTALLED 00 AS -BUILT 2X6 FRAME WALL - N 3 AS -BUILT 2X6 FRAME WALL I (SEE WALL ELEVATION B -B IIIImo- W/ FR. DRS. ADDED (SEE I FOR DETAILS) I WALL ELEVATION D -D FOR 1 EXIST. 2X12 #2 SYP BM. TOP 0- DETAILS) 1 AS -BUILT 2X4 FURR WALL TO I 8'-10 1/4" A.F.F. (PART OF ' BE REMOVED (SEE WALL 1 EXIST. COV. PORCH) SECTION 2 FOR DETAILS) I AS -BUILT 2X4 FURR WALL , , I (SEE WALL SECTION 3 FOR WALL B I DETAILS) I W/ A 3068 DR. AS SHOWN 1�-9a 9'-4 1/4" 5-7 3/4" II EXIST. PORCH SLAB, ROIm APPROX. APPROX. ' BEAMS & POSTS (PER i° ---EXIST. (2) 2x6 P.T. HAS BEEN ' I PLAN) EXIST. SLIDER HAS BEEN TAPCONED TO CMU REMOVED AND THE OPENING ___ ___ ___ (PART OF EXIST. COV. FRAMED (SEE WALL PORCH) ELEVATION C -C) -WALL 'A' :a EXISTING DBL DOORS U cr N ' p v� (� AS BUILT PRE -WIRE F I m~ P-: rn a X ' co a� EXISTING -I w v 2'X6" ' PLATE BUILT 0 J MAIN RESIDENCE Q U (UNALTERED EXCEPT FOR REMOVAL OF SGD AT WALL B_ 8) I� 0 z 01 �n AS -BUILT FLOOR PLAN 0 I -' -I SCALE 1/4" = 1'-0" � � SEE SHEET 2 FOR AS—BUILT FOUNDATION PLAN J -i OPENING W I NOTE: — FIELD TO VERIFY ALL DIMENSIONS AND REPORT ANY DISCREPANCIES TO THE ENGINEER OF RECORD. m u� I a 3 WALL INSTALL INT. a M W � I Z ``- ' PER NOTE THEN W a :a REVISIONS FDATE: Y: SEB BY: JY 28/12 GEL-ASBLT1 EXISTING DBL DOORS U cr N 0 (L (� AS BUILT PRE -WIRE F m~ P-: rn a X Fwo X a� EXISTING co IL tnN X F— X w v REVISIONS FDATE: Y: SEB BY: JY 28/12 GEL-ASBLT1 EXISTING 6X6 POST - (2) 2X12 PT EXISTING DBL DOORS w ^z ,� � W O + (� AS BUILT PRE -WIRE F m~ P-: rn a ��7 = z SUMMER KITCHEN EXISTING w v 2'X6" ' PLATE BUILT 0 MAIN RESIDENCE AS -BUILT (UNALTERED EXCEPT FOR REMOVAL OF SGD AT WALL B_ 8) 0 U �n AS -BUILT FLOOR PLAN I -' -I SCALE 1/4" = 1'-0" Q � SEE SHEET 2 FOR AS—BUILT FOUNDATION PLAN OPENING W NOTE: — FIELD TO VERIFY ALL DIMENSIONS AND REPORT ANY DISCREPANCIES TO THE ENGINEER OF RECORD. u� EXISTING 6X6 POST - (2) 2X12 PT cv I eD °D I Q 2'X6" ' PLATE BUILT N AS -BUILT 2X6 HDR. BEYOND/ OVER DR. OPENING REMOVE 2X4 NICHE WALL INSTALL INT. 1/2' CDX SHEATHING PER NOTE THEN RE -INSTALL NICHE WALL OWE -W.. OU� INTERIOR SHEATHING NOTE: PERMIT # ��-- 7�.l � 0 z W AFTER ALL ANCHORS HAVE BEEN INSPECTED ADD 1/2" PLYWOOD W/ 8d NAILS © 6" O.C. U z EDGE &FIELD TO INTERIOR FACE OF 2X6 WALLS 'A' & 'C' (WALL 'C' REMOVE 2X4 NICHE WALL. LLI W NICHE WALL MAY BE REPLACED AFTER INSPECTION. U) U (�\ ADD: ST12 FROM STUD TO DOBL TOP PLA OFFICE Z W Z EA. SIDE OF WINDOWS DD: MIN (2) TOTAL 2"X6" 2X6 STUDS EA. SIDE� � I ADD: MIN (2) TOTAL OF WINDOW 2X6 STUDS EA. SIDE OF WINDOW DBL. 2"X6" 0 3 TOP PLATE X —� AS -BUILT 2"X6" PLATE � W W 12 FG WINDOW AS -BUILT M 2X6 PT -BUILT HEADER FG WINDOW FG WINDOW( O O EXIST. 2X12 #2 V ) l I I I SYP BM. ADD: l ADD: Q V > LL- ST12 (HORIZ.) FROM ADD: ST12 (HORIZ.) FROM HDR TO STUDS ST22 (HORIZ.) FROM HDR TO STUDS HDR TO HDR ACROSS EXISTING EXISTING STUDS 6X6 POST 6X6 POST p 5'0X5'8 FG 5'0X5'8 FG • 4'0X5'8 FG WINDOW WINDOW AS -BUILT WINDOW AS -BUILT AS -BUILT AS-BUIL2"X6" N0. 2 SYP T " i STUDS 0 16 O.C. W/ co JACKS STUDS & JACKS AS -BUILT 1/2" CDX SHEATHING 2) 2X6 STUDS ADD H 3 BI !T1&Q INSUL O i' 2X6 (FLAT) AS -BUILT �EA. STUD v AS -BUILT (2 3068 FR. DRS. L AS BUILT - ;x6 PT BOTTQM PLATE W/ ()2) 1'0 S.L.'S ADD: 1/2 A.B. 0 32 O.C. AS -BUILT WALL ELEVATION 'C' SEE INTERIOR SHEATHING NOTE AS -BUILT 2XNAILER EXISTING 6X6 POST e•vc"- AS BUILT 2X6 BOX OUT AROUND 6X6 PORCH POSTST F(i4EYONDPT SCALE: 3/8" = 1'-0" "'AS BUILT - ,24 PT BOTTQM PLATE ADD: 1/2 A.B. 0 32 O.C. AS -BUILT WALL ELEVATION 'D' SCALE: 3/8" = 1'-0" ADD: 2X6 STUDS TO KNEEWALL. (A MIN. OF 3) ALIGN W/STIiB'S BETWEEN WINDOWS ADD HTT4 FROM STUD TO SLAB W/ 5/8" X8" EXP. BOLT & (2) ST22 FROM KNEEWALL STUDS TO STUDS ABOVE AS -BUILT WALL ELEVATION 'A' SCALE: 3/8" = 1'-0" SEE INTERIOR SHEATHING NOTE AS -BUILT 2"X6" P (SAME OP END) EXISTING 2X12 #2 SYP BM. (SAME OPF END) 6X6 POSI (SAME OF END) AS BUILT - 2x6 PT BOTTOM !PLATE - ADD: 1/2" A.B. ®32" cv I eD °D I Q 2'X6" ' PLATE BUILT N "'AS BUILT - ,24 PT BOTTQM PLATE ADD: 1/2 A.B. 0 32 O.C. AS -BUILT WALL ELEVATION 'D' SCALE: 3/8" = 1'-0" ADD: 2X6 STUDS TO KNEEWALL. (A MIN. OF 3) ALIGN W/STIiB'S BETWEEN WINDOWS ADD HTT4 FROM STUD TO SLAB W/ 5/8" X8" EXP. BOLT & (2) ST22 FROM KNEEWALL STUDS TO STUDS ABOVE AS -BUILT WALL ELEVATION 'A' SCALE: 3/8" = 1'-0" SEE INTERIOR SHEATHING NOTE AS -BUILT 2"X6" P (SAME OP END) EXISTING 2X12 #2 SYP BM. (SAME OPF END) 6X6 POSI (SAME OF END) AS BUILT - 2x6 PT BOTTOM !PLATE - ADD: 1/2" A.B. ®32" AS -BUILT WALL ELEVATION 'B' SCALE: 3/8" = 1'-0" THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED 139 MPH V ult ( 108 MPH V asd ) WIND LOADS REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE -RESIDENTIAL U z� 00 rn K) o JI co LTJ d- � O �j / cn o >— Jx O u- z 0 0 C� o Q k� O m N o w Q d F- Q z Lli o Lij ry SHEET N0. cv Q 2'X6" ' PLATE BUILT N AS -BUILT WALL ELEVATION 'B' SCALE: 3/8" = 1'-0" THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED 139 MPH V ult ( 108 MPH V asd ) WIND LOADS REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE -RESIDENTIAL U z� 00 rn K) o JI co LTJ d- � O �j / cn o >— Jx O u- z 0 0 C� o Q k� O m N o w Q d F- Q z Lli o Lij ry SHEET N0. CONSTRUCTION NOTES: A CONCRETE 1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS UNLESS NOTED OTHERWISE 2 ALL CONCRETE SLABS ON GRADE SHALL BE THE THICKNESS INDICATED ON THE DRAWINGS OVER MINIMUM 6 MIL POLYETHYLENE VAPOR BARRIER SUCH LAPPED SLABS EDGES AND ENDS SHALL BE (OR 6x: (OR ROMSH)0/10 WN B. MASONRY 1. STUCCO TO LE 5�8' ON CMU, 1/8' ON PAPER BACKED LATHE ON FRAM . B. FRAMING 1. ALL WOOD FRAMING SHALL BE FABRICATED AND INSTALLED PER NTC AND TPI AND NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION. 2. ALL STRUCTURAL WOOD OTHER THAN STUDS MEMBERS SHALL HAVE A MINIMUM EXTREME FIBER STRESS IN BENDING (Ib) 1200 PSI. J. UNLESS NOTED OTHERWISE THE FOLLOWING MINIMUM GRADES SHALL BE USED: A STRUCTURAL LIGHT FRAMING SIZE 2' TO 4' THICK x 2' TO 4' WIDE SPF NO.2 OR BETTER. (U.N.O.) B. STUDS SIZE 2' TO 4' THICK x 2' TO 6' WIDE No. 2 GRADE ST. C. STRUCTURAL JOISTS AND HEADERS SIZE 2' TO 4' THICK x 5' AND WIDER. NO. 2 SYP OR BETTER. 4. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR SOIL SHALL BE PRESSURE -TREATED. 5. CONTRACTOR SHALL PROVIDE ALL FASTENING DEVICES NECESSARY AND SUITED FOR EACH SHALL BE HOT -DNP GALVANIZED TO ASTM A-153-80 APPLICATION. FASTENINGS SUBJECT TO MOISTURE 6. ALL METAL CONNECTIONS AND FABRICATIONS SHALL COMPLY WITH NSC SPECIFICATIONS. 7. ALL ANCHORS SIMPSON UNLESS NOTED OTIffRMSE 8 ALL EXPANSION BOLTS TO BE SIMPSON 'WEDGE -ALL' OR EQUAL 9. IN ADDITION TO FRAMING INDICATED ON PLANS PROVIDE NAILING PER CH. 6 OF F.B.C. 10. PLYWOOD ST OSB WALL 907 NTNG SHALL BE APA STRUCTURAL 1, GROUP 1, SIZE AND SPAN RATING AS SHOWN ON THE DRAWINGS. NAIL WITH 8d NAILS AT 6' O.C. UNLESS NOTED OTHERWISE ON PLANS ALONG PANEL EDGES AND FIELD SUPPORTS. GENERAL NOTES: 1. IT IS THE INTENT OF THE ARCHITECT OR ENGINEER OF RECORD THAT THIS WORK BE IN CONFORMANCE NIH ALL REQUIREMENTS OF THE BUILDING AUTHORITIES HAVING JURISDICTION OVER THIS TYPE OF CONSTRUCTION AND OCCUPANCY. ALL CONTRACTORS SHALL DO THEIR WORK IN CONFORMANCE WITH ALL APPLICABLE CODES AND REGULA TIONS. 2 THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOBSITE PRIOR TO COMMENCING WORK. THE CONTRACTOR SHALL REPORT IN WRITING ALL DISCREPANCIES BETWEEN THE DRAWINGS AND EXISTING CONDITIONS 10 THE ARCITITECT OR ENGINEER OF RECORD PRIOR TO COMMENCING WORK 3. CONTRACTOR SHALL SUPPLY, LOCATE AND BUILD INTO THE WORK ALL INSERTS ANCHORS, ANGLES, PLATES, OPENINGS, SLEEVES, HAND SLAB DEPRESSIONS AND PITCHES AS MAY BE REQUIRED TO ATTACH AND ACCOMMODATE OTHER WORK 4. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE IN THE WORK EXCEPT WHERE A DIFFERENT DETAIL IS SHORN. 5. EPDXY ANCHORS TO BE SIMPSON 'SET' EPDXY SYSTEM REBAR ANCHOR. INSTALL PER MFG'S SPECIFICATIONS 6. ALL PLUM6ING, ELECTRIC AND HVAC TO BE PERFPORMED BY A LICENSED CONTRACTOR PER APPLICABLE CODES AND REGULATIONS HEADER SUPPORT NO. OF JACKS & STUDS REQ. ® OPENINGS HEADER SIZE do GRADE 2x4WALL 2 x 6 WALL OPENING SIZE JACKS STUDS JACKS STUDS (2)2X10#2SYP EA. END EA END EA. END EA. END (1) (2) (1) (2) 4'-9' (2) (3) (2) (2) 9'-16' (3) (3) (2) (3) HEADER ANCHOR NAILED TO TOP PLATES, HEADER & JACK HEADER SIZE do GRADE NO. do SIZE OF RAFTER TIES EACH END (2)2X6#2SYP (1) ST22 (2)2XB#2SYP (1) ST22 (2)2X10#2SYP (1) ST22 (2)2X12#2SYP (2) ST22 I-1 1%1 1-J 1 11 v v STRUCTURE PARTIAL ROOF PLAN SCALE : 1/8" = 1'-0" I I � — — — — — — I I L —+--J XIST. PER PLAN 30" x 30" x 10" CONC. PAD w/ #5 REBAR 0 6" O.C. EA. WAY BOTT. EXISTING SLAB 211-9" EXIST. PER PLAN 36" x 36" x 16" CONC. PAD WAY BOTTB (TYPICAL OF 2)A EXISTI STEP NG r ----------- FOOTING _.T_.—. T I I I I EXISTING STRUCTURE AS—BUILT FOUNDATION PLAN W/ NEW REPAIRS NOTES: DIMENSIONS ARE TO BE FIELD VERIFIED BEFORE PROCEEDING WITH CONSTRUCTION SCALE : 1/4" = l' - AS—BUILT ELECTRICAL PLAN FOR INTERIOR OF SUNROOM ONLY ELECTRICAL LEGEND Q= DUPLEX RECEPTACLE _v)-_ SWITCH RECESSED LIGHT O JUNCTION BOX SCALE : 1/4" = l'-0" REVISIONS DRAWN BY: SEB CHECKED BY: JY DATE: 3/28/12 FILE: VOGEL-ASBLT2 ;�7Z O U Un ,__ n,,, I- IO Q n C:) 0 Q o Li U 75 In -, W OW>_W� O>�ULI� �Ozz zUDW\ D� oz UU)C:) z W L� �XO� mLLIZLII W > v c/)OWOO <I—cn>z 00 rn C� �o L J w L` (n o r J � o1 z 0 O 0 < O 'n Q V / J CO Q m N H r � O —I W Q F Q z ws oV) V) w SHEET NO. 2 (2) 2x12 BM. P.T. 6xb POST A51,166 --Z OR PAUfob-TZ NOTE: USE 6ALV. RAIL -3 (w/ GALA. NAILS) 4 v4/ EXT. P.T. H0,100 5/5" x 6" EXP. BOLT PER MANU. 5PEU3. (H.D. 6ALIV) TO SLAB BEAM TO POST DETAIL #1 BM-PO5T1 5GALE: 3/4" = 1'-0" c 51',DiNO TO MATCH — EX15TING- ON 1/16" 0 50 H/ b d cql b' 0. C,, 5HiNOLEC7 (MATGH A/ EXISTING) k I= I I 1 r"/1\ / = =) = r-) ;= /0-) =) to- 11 .6—/N IV I II `{\.. 5TfRUCTUFRE 1=AfRTIA' FCCF FLAN - EXIST INCA &TfRUCTUfRE SGALLE : ilb" = i' -O" EX 15T INCA &T`IRUGTUfRE TACBE PORCH: CIO, I cl SF If it ELECTRICAL LEGEND 6 SWITCi-1. —1)-m 3 WAY SWITCH b- INCANDEESCANT L.!GW - SEE PORCH BEAM TO HOUSE r-ONNEGTION DETAIL SHEET 2 f=LCCfR FLAN �-V NEN ELECTRIGAL CV -8) 3/4" 50,41" SCALE : 114" = 1'-0" q' -b 1/4" .2 i' -q" Fff _F 7 - - - - - - - - -- - - - - - - - -t---------- ---------------------------4 ROLLED R00i:_!N& 12 E RAFTER5 01 ,L_Y) 2 _j IATH. 6L&.— % t14" A.F.F. -`�-.�, \ j f =` ADD. A.F.F. ONLY L-71 i i - --- - --- --- ------ RAFTER BIRO ADD: CAILIT I REMOVE EX15TIN(515LAB, 36;" x 36" x 10" GONG. PAD liNDERG." EXISTING SLAB 4. 1,-/ #5 r EA. RE,173AR @ O.C. E 30" x 30" x !O ON PAD ViA'T' BOTT. (--P;e--AL 0- 2) ---------- v4/ #5 RIEBAR O.r,. EA. t BEAM T1 0 SEE iE POST ;NAY BOTT (7"(F;6AL OF 4) i SEE FTG. PAD DETAIL #1 DE-' AL 02 L. _J EX 15T ING P�T 6-" EA 1ELEEVA71ON - - +0'0' FiN15H FLOOR NEW GOVERED FCRC14 FOuNE)ATION FLAN SGALE : 1/4" = 1'-0" @ 24" o.6. Tr_24 ANCHOR (' illw _�i eERMIT #' �� ��J LiJ REVISIONS LSI BMVPO:�T 91 CAF LLJ z 11W C) DRAWN BY: SE CHECKED BY: j- DRAWN BY: 1216110 FILE: VOGEL-A a- 0 U TMA IGH W EXISTINC 12 ro =j 12 cXAO 2i (3) 51b" THRU-BOLTS VV � V r �t%(' 56ER) :2" WASHER (STAC tb'-IC) !14" A.F.F. (2) 2x12 BEAMS j -------------- - Itc P.T. ibxb P05T IT. bxb POST 'I E__3_M__._a"___ k1 1/2" PLrkqD. le, TRU1315E5 O�\ Lly Id ER i3q-3- 7- GAL V. STEEL POST —1 lo, STAND OFF BASE 7_71 i I F 1 N 5i - 4 f -- L 10 FAfRTIAL LEFT SIDE i V TION -" IAS 5 IDE ELEVAT ION FINISH FLOOR ; G566 POST ANGHOR 5" mN. (5iMPSON) 1,4/ 5/5" THRU BOLT OALV. 5TEEL ANCHOR 5EX1 TO F05T DETAIL #2 V _N SGA: -3/4" = THIS STRUCTURE HAS BEEN DESIGNED TO, MEET OR EXCEED THE 120 MPH VANE LOAD REQUIREMENTS OF Ti FLORIDA RESIDENTIAL BUILDING CODE, 2007 ED. AND 2009 UPDATES ��P IC :�'Tl? n.lnT c v :; A. CONCRETE 1. CONCRETE 5HALL NAVE A HIV14 M 6OMPRE551VE 5 RUTH OF 25(JrJ P51 A i 28 ✓AY5, iPN[_E55 NOTED 0THERNI5E. 2. ALL CONRETE 5LABV ON GRADE 5MLIL BE THE THIGKNE55 INDICATE) ON THE MAG-jr OVER M1NIMM 6,411. POLYrTHYLENE VAPOR BARRIER VUCH 5LAB5 SHALL BE R-RhIFORCED WITH 6x6 910/10 MM LAPPED 8" AT EP6E5 AND EMG. 3. FILL UNDER CONCRFT 5LAB5 5HALL BE CLEAN 5AND OR ROCK AND FREE OF DEBRIS AND OTHER 0ELETER106,VATERIAL. FILL 5KALL BE COMPACTED TO A DENSITY OF AT LEAST H5% OF 5TANDARP. PROCTOR PRT OB51TY 05TM 0155 4. FOOT0 65 SHALL BEAR UPON UNPI5TLRI3F0 50[119 5011- OR UPON 501L COMPACTED TO A DEN5!TT OF M LEA5T 45% OF 5TANDARP PROCTOR MAXIKI# DRY DENSITY (A5TM PI557) FOR A DEPTH OF AT LEAST THREE (3) BELOW THE BOTTOM OF THE FOOTIN65. 5, KgERF 51„44, CORES OF BLOCK MASONRY 51-A'_L BE FILLED KIITH GRJUT OR PEA GRAVEL GO 6RETE WITH MINIMUM CONPRE WE 5TRB6TH OF 3000 P51 AT 26 PATS, AND IZEINFOR0J'r7 5TEEL A5 !NDIGATrP ON THE DRAWINGS. b. REINFORCING 5TEEL SHALL 6-F A57M A -b15 GRADE 40 PEFORKEP NEA BILLET STEEL. 1. ALL CONT, IlW6 VERTICAL AND HORIZONTAL 5TER !N FOOTINGS, BEA45 AND 6OLUMN5 SIA! L BE 5PL16EP A MINIMUM OF 36 BAR DWf TER5 OR 25" 4416f -EVER I5 6REATFR. 8. GONGRETE COVER OF REINFORCING 5TEEL SHALL BE A5 FOLLOWS: A. FOOTINGS, 3' BOTTOM AIS 5105,f TOP B. BEAM5: 1-U2° BOTTOM, 51PE5 ANP TOP. G. COLUMNS, I-112" D. 5LAB5 ON 6RADE, 2' BOTTOM, I" TOP. E. OTHER5, PER AGI 9. LAP OUTER BAR OF FOOTING STEEL 25" (MIN) BOTH NAYS AT 6ORNER5 R NASONRY I, CONCRETE %ON'RY WALL LNIT5 5HALL BE A51 , 00-75, HOLLOW LOAD-BEARING CON. MA50NRY UNIT5, TYPE 1, GRAPE N-1, NORMAI AT. 2. ,ALL 6% TO HAVE MINAgOO P516RO55 COMPRE55NVE 5TRP 6TH• 3. MORTAR 5MLL GONFOW TO A5TM 6210 AND BE TYPE M OR 5. 4. ALL PRE6A5T LINTEL 5 PER LINTEL LAYOUT. 5.5iU X TO BE 518" ON 04J, 715' ON PAPER BACKED LATHE ON FRAME. b. NA50NRT 60 6TRUGTION 4 RATERIAL5 SHALL CONFORM TO ALL RE601f�MENT5 OF SPEGr1CATNON5 FOR MASONRY 5TRI,OPJRES A61530 4 A56E b'TS 602. 7. ALL W50W OPENING OIMEN510N5 ON PLANS ARE W41NA! FIELP TO A016T PER HAW. 5PEG5. G. FRAft L ALL HOOP FRAMING 5HALL BE F"ARI6ATE19 ANP 1,N5TALLED PER AIT6 ANG TI ANP NATIONAL DE -516N 5RCIFIGATI06 FOR M 60 6TUTION. 2. ALL 5T, VOL MOOD OTHER THAN 5PJ05 MEMBER5 SHALL HAVE A MIN MUM EXTRE? E FIBER STRESS IN BENDING (fb) •.'2C0 P✓i. 3. U.NLE55 N OTEP OT%LRN5E THE FOLLONZ MIN1HM, 6RAPE5 SHALL BE USED: A. 5TRZJWAL L16HT FRAYING 5IZE 2" TO 4" THICK x 2" TO 4" WIPE: 5PF NO.2 OR BETTER b. 5PJD5 5IZF 2" TO 4" THICK x 2' TO b'40E: 6RAPE 5YR G. 5WTURAL J0155 AND f EAUERS 5!ZE 2" TO 4" THICK x 5" AIS WIDER; 10.2 SYP OR BETTER 4. PLYWOG WALL 5HEATHIN6 SHALL IE APA 5TRUCWAI. '. ff !, SIZE AND SPAN RATING A5 SHOD.ON THE PGRRAWIN65. NAIL AITH Sd NAIL5 AT COL. U.N.O.ON PLAN✓ ALON6 PANEL EPrff5 AD FIELD 511PT'ORT5. 5 ALL HOOD M34BER5 EXPOSED TO NEAMR OR IN CONTACT KITH MA50NR); CONCRETE OR 5OIL 5HALL BE PRE55GRE-TREATED. 6. CON7RAGTOR W� 1L PROVIDE ALL FAFBW PE015 NCE55ARY AND SUITED FOR EACH AFPLIGATIOR FASTENINGS 9)B EGT TO DASYURE 5HALL BE HOTDIP GALVANIZED TO A5TM A-153-80, 1, ALL METAL CONNE6TION5 AND FABRICATI06 5HALL COMPLY NITH A156• 5PECIFICATOb. 8. PREFABRICATED 5TRUCTURAL TR[Eff5 SHALL GDRfi HTH NFPA NATIONAL PE516N SPEGLFIGATIONS FOR D)OOP 06TRI,OTION. TPN PE516N 5PEGfFI6ATION5 FOR METAL PLATE G ; ECTEP AUT, TR65E5 AD AIT6100 9, All TRU55E5 SHALL BE DESIGNED AJNP 6LRTIFIEP BY THE TR65 MA%FACTW_ER'5 RE615TRED EWNEER. R55 5nTEM LAYOJT5 ARE PROVIDED BY AND THE RESPONSIBILITY OF THE TRU55 COMPANY. 10, CONTRACTOR SHALL CORRELATE NITH TRU55 KAk AC, RJRER TO 96 RE ADEQUATE BEARING 6 PROVIDED AT ENP REACTION5 OF ALL CADER P. IR[65 !"AV-'ACTLRER MALL SUBMIT SHOP ORA3MIW5 TO TIE CONTRACTOR AND ARCHITECT FOR PUYIEW ANP APPROVAL PRIOR TO FMRI6A TION, CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFI6ATION OF DfMEN510 6, MATERIAL5 AND CONDITIONS. 12. AT VOLUME GE!LING CONDITIONS, ALIGN R656 TO PROVIDE A SMOOTH ANP UNBROKEN INTERIOR WAIL SURFACE FROM FLOOR TO CEILM. 13. BRACE T965E5 DURING ERECTION TO COMPLY AITH RIBA. PERMANENT BRACIN5 TO BE 1NSTA.LED PER THE5E PLAJNS. A TYPICAL ROOF 5HEATHIN6: 51ZE 15PACIR6 PER PLAN OETAIL5 NITH M RING 5HANK NAIL5 @ b" OG. EDGES 4 FIELD. PAGE 8d RNN6 5HAN'K AT 4'0.6. AT CARE 4 FIR5T 2 0ft-I N TR 65E5/RAFTER5. 15.1N'5TAL L NIND0k5 AND DOOR5 PER MAAR FACRFER5 REO'JIREMENT5 FOR 12O M,,94 ( 3 SEC. 66T) klINUZONE. Nb. VAI LEY OVERFRAMING ,PER PETAL 5 11. ALL ANGI LOBS 51111`50N UNLESS NOTED 0TH4=Rh,'I5E. 0. ALL EXPAN510N BOLT TO BE 5,'W -50N '�LFP6E-AL11" OR Bak N. IN APPI TION TO FRAMING INPIGATED ON PLAN, PROVIDE NAILING PER GH. b GF F.B.C. Ul 1.1T 15 TIIE INTENT OF THE ARCH!TGT OR ENC -INFER OF RECORP THAT TH15 AORK BE IN CONFORMANE NIT N ALL RHb!RE ENT5 OF THE BUIL DING AUTHORITIES HANKY-- li.RI59 ON OVER TH15 TYPE OF 606TRZTION APED OCCUPANCY. ALL CONTRACTORS 5MLL 00 THEIR WORK IN 6ONFOR111ANGE KITH ALL APPLICABLE GODE5 ANO RFRLA T06. 2. THE CONTRACTOR 5MLL VERIFY ALL 60NDITION5 AND PHEN51ON5 AT THE 065ITE PRIOR TO 6OWENI6 YORK: THE CON -iRACTOR 5R,ALL REPORT ALL 066REPANLIE5 BETWEEN THE PRANLNGS AND EX60N6 G,ONDN T IION5 TO THE ARCHITECT Of M- lNEER OF RECORD PRIOR TO GO,4MFN6IN6 WORK. 3.6ONTRACTOR 5HALL 5W ,, LOCATE AD b'ILD INTO THE PaK ALL IN`fRT5, ANHOR5, ANGLE5, PL ATE5, OPENIN65, 5LEEVE5, HANSER5, 5LAB PEPRE551ON AND PITME5 A5 MAT BE REMIRLP TO ATTACH AND ACCOftl)ATE OTHER h;ORK. 4. ALL PETAIL5 AND 5ECTION5 5,"N, ON THE DRANIN65 ARE INTENDED TO BE ]WILAL ANP 5HALL BE 606REP TO APPLY TO ANY 5HILAR SIPJATION EL5EWHERE IN THE WORK EXCEPT WHERE A PIFHERENT DETAIL 15 5HOM. 5.58 W=AGE 501L CONDITION INFORMATION 15 NOT AVAILABLE. FOUNDATIONS ARE PE516NED FOR A 501L BEARING CAPACITY OF 2000 F?5.F. THE CONTRACTOR SHALL REPORT ANY PIFFER!NS GONPITION5 TO THE ARCHITECT 0 ENGINEER OF RECORP PRIOR TO 6GMNENING Imo. b. EPDXY ANGHOR5 TO BE 51P..F50N 5Ei' EPDXY SYSTEM REBAR ANHOR. !N6TALL PER MFF"6.' 5 5RE:CIFICAT06 r/16 053 - SHEATH I NG - GABLE TRUSS 2 X 4 NAILER I Od "5 EA. VERT. ST 22 @ 24" O.G 2/12 PITGH 2 x 4 5PF BLOCKING (2) 2x6 r 1 Ems` 4 V— FURRING 2 x 4 5PF BLOGKINO ----- ROOF LINE 5G 15508 /-TRU55 24" a.G. 2x4#2 S -TP 'X' BRRAGE $ BLOGK5 TOY $ 510T T. @ 213A''5 © C� OF TRUSS I I 112 " G''PSUM 2x4 RAT RUN GOVT. TO EXISTING ROOF w/ (2) !Od EA. TRUSS O .ABLE IND . JALL f3RA1>> I N (7�1 RIhf65HEATHiNO w/, SHANK NAILS SC+d NTS 6" O.G. EDGES 4 FIELD VAULT CEILING NAIL 5HEA T HIN6 w/ &d RIN2 SHANK NAILS @ 4" O.. G. EDGE d FIELD GABLE 8 151 TWO TRUSS COMMON Fr2AMING 8 TRU55 LAYOUT 5HINOLE ROOF, MATCH EX157NO. USE: 15/32" 32/16 PLYWD. OR -T/lb" 21.M€N CSB, 15# FELT. 2x4 RAT RUN - �- 2x4 PLATE, STUDS CONTINUOUS 1 1` BL06KIN6 #2 -rP ()) 2X6 TO w6d O B'' BOTTOM � � � �---- PRE-ENGINEERED ENGINEERED TRUSSES i 55E5 ! f .. A.F.F. •!CATH. G1-6. I I I ! I -V—Tb-P- OE BEAM 3 TRUSS PORCH ONLY I (2) 2x12 BEAM (2) 2x!2 BEAM ANG'HO R CABLE TRUSS j t - 1/2" GWB OR PER DETAIL I CSB CEILING i USE TG24 FROM TRUSS TO I M7516 4 5T22 FROM BEAM BEAM (,YF.) THIS END ONLY l 1 TO 2X6 PT. (SEE DETAIL) 6x6 P.T. POST -- --�i j 2x6 P.T. STUD NAILED TO —��.� SEE BEAM TO —�� --- I I 2xb P.T. STUD. USE 1/4"x3 1/4" POST DET AIL #12 TAPGONS (HW4-314) FROM P.T. I TO BLOCK WALL S" oz. j SEE DETAIL. GAL'). STEEL ANCHOR K/ 5/b" BO+ TS TO NEW GONG. \ 1 FOOTING PER BEAM TO POST DETAIL #2 O' -O" FINISH -- �-' FLooR LINE - - - ADD 36"x36"xl6" - METAL FLfhSHINGGONG FTG. PAD W! EXISTING — / #5 REBAR 6° GONG. SLAB Lim EXISTING STRUGT'URE VIEC iCO. SLAB 'FINISH FLOOR LINE - - - - -----4 - - - --- - - - 1 - DRILL 3/4" HOLE 4: IN5TALL ADD A. 5/8" x 16" TREADED ROD 30"x30"x10" CONC. FROM P05T ANCHOR THRU EXI5TIN6 SLAB PAD V-1/ r aRLBAR5 @g TIE TO f=OOTIN6 STEEL o' O.G. EA. ,4A, 501-T. 5EE DETAIL SEGT I ON 'A' 5,,SALE . 1/4° EX15 ADI 30" X JV X IV C UNC.. YRV w/ (4) #5 REBAR ® 6" EA.JAY BUT. SGALE 1/4" = I' -O" 3LE END BRACE DETAIL SCISSOR TRU55 24" O.C. (TYP.) USE S!MPSON TG24 FROM TRUSS TO BEAM THIS END ONLY 2 RAISED TRUSSES ONL-Y:') {-':ORI ZONTX ARS (/ON UNDATICN. �5 x( !' T I S < E N D f D L TAIL _._. 5GALE: x/4:3=�1 1 -0 II v i --m i i c f t1- p R R- .z ^4"5 AT 4 `-O "O.G . MAX. GIRDER OR VAL_LE'' TRUSS ATTAGH TO RIDGE BD. W/2 -A34 UPLIFT @ TRU55E5 PER TRU55 EN61NEERINO RAFTER LAYOUT (7'Pl CAL) GONV . FRAM -i Di --TAILS NO SGALE I STI NG- ROOF C APPROX.ANOTE: r DETAIL IS FOR GON`,/�NTIONAL 2 (GARA•OE AREA) FRAME ROOF VALLEY AREAS ONLY. IF VALLEY TRUSSES PROVIDED ANCHOR PER TRU55 ENGINEERING DETAILS DRILL 3/4" HOLE 6 INSTALL 5/8" x 16" TREADED ROD FROM POST ANCHOR THRU EX15TINO SLAB 8 TIE TO FOOTING STEEL DETAIL @ FOOTING PAD #1 SCALE: 3/4" = 1'-0" STRAPPING, S O.G EA. WAY BOT" SYM. L'=DEER BEAM 2x!2 DESCRIPTION FASTENERS HEADER OVER 2x4 NAILED w/ (2) ibd EACH I HEADER . \ . LEDC=R 2x4 OVER 2x12 f NAILED TO !ST LED6ERR GT I Oil !B ! UPLIFT i EX15TINO STUD I !?TS16 SIMPSON A/ 16d ® 16' o.c. (3 ROWS) ------ (l 4) 1 O x 1 1/2" ,' I I \ `jGALE I; 4" _ I' -O ` i ------ (22) '• Od ------ 1635 MSTA36 USP Q ST 12 SIMPSON STRAP TIE ------ (10) 16d* ------ ' , T 2x12 HURRICANE CLIP FLASHING (5) 8d ------ I f 11 U RA~TER POST BASE 6x6 5/8" x 6 EXP. BOLT (12) 16d (POST) 1•.2000 2300 PAU 66 USP 71 (2) 2x12/4 1 2x6 P.T. STUD NAILED TC EXI5TI11,46 LEDGER FLOOR. SYSTEM 8 WALL w/ 16d EX5TIN6 \ 2xI2 RAFTERS CSR 24" O.G. A/ MT5 Ib TO BEAM — lj 12 , (2) MT516 OR (2) 5T24 -------'e FROM 2x6 PT STUD TO JL ' 2 NAIL 2x4x48>" OVERHANG ` TO RAFTER w/ Ibd ® 6" o.c. 2x12/4 LEDGER (2) 2x6 LSSU210 HANGER (SIMPSON) FROM RAPER TO LEDGER 1 I 8'-O" A.F.F. PGST RAFTER. BRC. 1 %� C2/ 2X I2/4LEDGEF DET, 't IL I I— a - - T PORx!2#AM PORCH BEAM SGALE 3/4" - I' -O" 2 x 6 P.T STUD NAILED TO I 2x6 P."T . STUD USE 1,'•4':x3 I 1: 1 I - 6x6 P.T. POST W/ APGC'N5 (HW4-314) FROM P.T. ! AB'U66-Z (BOT) 4 EXISTING `III 'O BLOCK K4\LL @ b" o.c. (2 R �YMSTA36-Z TOP, STRUCTURE I ;; SEE DETAIL I : ; : P✓ .EE BEAM I I TO POST DETAIL #I) VIEC iCO. SLAB 'FINISH FLOOR LINE - - - - -----4 - - - --- - - - 1 - DRILL 3/4" HOLE 4: IN5TALL ADD A. 5/8" x 16" TREADED ROD 30"x30"x10" CONC. FROM P05T ANCHOR THRU EXI5TIN6 SLAB PAD V-1/ r aRLBAR5 @g TIE TO f=OOTIN6 STEEL o' O.G. EA. ,4A, 501-T. 5EE DETAIL SEGT I ON 'A' 5,,SALE . 1/4° EX15 ADI 30" X JV X IV C UNC.. YRV w/ (4) #5 REBAR ® 6" EA.JAY BUT. SGALE 1/4" = I' -O" 3LE END BRACE DETAIL SCISSOR TRU55 24" O.C. (TYP.) USE S!MPSON TG24 FROM TRUSS TO BEAM THIS END ONLY 2 RAISED TRUSSES ONL-Y:') {-':ORI ZONTX ARS (/ON UNDATICN. �5 x( !' T I S < E N D f D L TAIL _._. 5GALE: x/4:3=�1 1 -0 II v i --m i i c f t1- p R R- .z ^4"5 AT 4 `-O "O.G . MAX. GIRDER OR VAL_LE'' TRUSS ATTAGH TO RIDGE BD. W/2 -A34 UPLIFT @ TRU55E5 PER TRU55 EN61NEERINO RAFTER LAYOUT (7'Pl CAL) GONV . FRAM -i Di --TAILS NO SGALE I STI NG- ROOF C APPROX.ANOTE: r DETAIL IS FOR GON`,/�NTIONAL 2 (GARA•OE AREA) FRAME ROOF VALLEY AREAS ONLY. IF VALLEY TRUSSES PROVIDED ANCHOR PER TRU55 ENGINEERING DETAILS DRILL 3/4" HOLE 6 INSTALL 5/8" x 16" TREADED ROD FROM POST ANCHOR THRU EX15TINO SLAB 8 TIE TO FOOTING STEEL DETAIL @ FOOTING PAD #1 SCALE: 3/4" = 1'-0" STRAPPING, HANGER & ANCHOR SCHEDULE ASCE-02 SYM. PRODUCT CODE SUPPLIER DESCRIPTION FASTENERS HEADER DESIGN LOAD LBS HEADER JOIST MAX. UPLIFT B !?TS16 SIMPSON TWIST STRAP ------ (l 4) 1 O x 1 1/2" ------ 1000 MTW':6 JSP K MSTA36 SIMPSON FLAT STRAP ------ (22) '• Od ------ 1635 MSTA36 USP Q ST 12 SIMPSON STRAP TIE ------ (10) 16d* ------ 1065 -- - — ST 12 USP T H 2.5 SIMPSON HURRICANE CLIP (5) 8d (5) 8d ------ 415 RT7 USP U ABU fib SIMPSQN POST BASE 6x6 5/8" x 6 EXP. BOLT (12) 16d (POST) 1•.2000 2300 PAU 66 USP 71 STRAPPING, HANGER & ANCHOR SCHEDULE PRODUCT CODE SUPPLIER DESCRIPTION FASTENERS DESIGN LOAD LBS HEADER JOIST MAX. UPLIFT LUS26 SIMPSON HANGER (SLOPE) 6-10d 5-1 Od x 1 112" 800 535 LSSU28 SIMPSON HANGER (SLOPE) 10-10d 55-10d x 1 1/2" 1390 535 LSSU210-2 SIMPSON HANGER (SLOPE/ SKEW) 14-16d 12-1 Od x 1 1/2" 1625 1150 HCP4Z SIMPSON HIP CORNER PLATE 8-10d 8-10d --- 1000 LSSU210 SIMPSON HANGER 8-lOd 8-1Od --- --- HUC212-2 SIMPSON HANGER 2PLY 22-16d 10-10d 3685 1810 NOTES: PROVIDE TEMPORARY AND PERMANENT BRAGINO PER PLAN D=TAIL5, TRUSS ENGINEERING DRAI,IINGS, AND BGSI. -USE (I) MTS 16 OR MTYd 16 ID 'B' FOR TRU55 TO FRAME %TALL GONNEGTION UNLESS OTHFRNISE NOTED --E5d NAIL SHANK 15 0.13;" DIA. 10d NAIL SHANK IS 0.148" DIA. 16d NAIL SHANK 15 0.162" DIA. -INSTALL STRAPS, HANGERS, d ANGHORS PER S-IMP50N SPECS. EXISTING TIE BEAM EXISTING — 8" GMU 1-4ALL NOTE: FIELD TO REMOVE S I D I NO BEFORE I NSTALL I NO LEDOE-R 2x6 POST • -2X12 5YP ST22 FROM BEAM TO 2X6 P.T. 5T22 FROM BEAM TO 2;<F MTSIb FROM FACE OF BEA 2X6 P.T. 2X(v P.T. NAILED TO P.T. 2> IOd NAIL5 AT 6" O.G. VERT (" MIN. II TAPGONS) ELEVATION @ BEAK 2X6 P.T. H/ I/4"x3 114" TAPGON5 (HW4-314) @ 8" o.c. (VERTIGAL) TO BLOGK J'r'•ALL. TOP OF NP -N GONG. SLAB S GTION AT E3fRG--. STUDS RGH TO HI USE oGONNEBGTA OI����� G VL FLORIDA BUILDING CODE, 2007 ED. AND 2009 UPDATES WIND LOAD DESIGN INFORMATION -BASIC WIND SPEED, MPH: 120 MPH ( 3 SECOND GUST ) -WIND IMPORTANCE FACTOR (1) AND BUILDING CATEGORY: 1.0 , CATEGORY II (RESIDENTIAL) -WIND EXPOSURE: = B -APPLICABLE INTERNAL PRESSURE COEFFICIENT: 0.18 (ENCLOSED BUILDING) -DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING: ( WINDOWS & EXTERIOR DOORS ) PER 8301.2(2) +25.9 PSF, -34.7 PSF ( UNLESS OTHERWISE NOTED ) j I `E 1l IV IONS 0Y :U j G.v.Il131 !. B--1/?CST @ 5Af LijL ;!a Of z cn a 0 0 v DRAWN BY- SE `' CHECKED 31': = DATE: 12/I'o/lO FILE: VOGsEL-A O THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE 120 MPH WIND LOAD REQUIREMENTS OF THE FLORIDA RESIDENTIAL BUILDING CODE, 2007 ED, AND 2005 UPDATES