Loading...
1253 Selva Marina Cir RES19-0308 DRWGS00 M It All claims for error or defective material must be made within 5 days of receipt of goods and prior to installation. Otherwise said' clasm wi 91 78' 0" Q Q NEED A 1/4" SHIM FOR TRUSSES FL22 TO BEAR ON BEAM Truss Connect Manuf ProdL Simpson HGUS26-2 7 Products PlotlD Length Product Plies Net Qty BM -A 22' 0" onCENTERO LVL 2.0E 1 3/4" x 24" 4 4 BM -13 26' 0" onCENTERO LVL 2.0E 1 3/4" x 24" 4 4 BM -D 14' 0" onCENTERO LVL 2.0E 1 3/4" x 11 1/4" 3 3 BM1 341011 onCENTERO LVL 2.0E 1 3/4" x 24" 3 3 BM2 261011 onCENTERO LVL 2.0E 1 3/4" x 24" 3 3 BM3 1410" onCENTERO LVL 2.0E 1 3/4" x 11 1/4" 2 2 BM3A 14'0" onCENTERO LVL 2.0E 1 3/4" x 11 1/4" 2 2 BM4 81011 onCENTERO LVL 2.0E 1 3/4" x 24" 2 2 R131 221011 onCENTERO LVL 2.0E 1 3/4" x 24" 1 1 RB4 61011 onCENTERO LVL 2.0E 1 3/4" x 24" 1 1 R135 610" onCENTERO LVL 2.0E 1 3/4" x 24" 1 1 Truss Connect Manuf ProdL Simpson HGUS26-2 7 Simpson HGUS28-2 3 Simpson HGUS28-3 4 Top Chord Dead Load HTU26 117 20 H U C 26-2 4 0 SUL210-2 1 Bottom Chord Dead Load SUR210-2 7 ** 24" DEEP LVL RIN FLORIDA PRODUCT APPROVAL CODES: J 0 co Cx CO N N M 9 11/2" 1 611 1 MITEK PLATES 2197...... WEYERHAEUSER - EVEREDGE LVL 21359..... WEYERHAEUSER EEI-JOIST 21360...... A14 FLO1 FL06 FL22 be denied. OFFICE COPY 811 O CV 1 13'315/16" 12'9 15/16" WEYERHAEUSER RIMBOARD 6527.5 LOADING CRITERIA Type Roof Floor Top Chord Live Load 20 40 Top Chord Dead Load 7 20 Bottom Chord Live Load 0 0 Bottom Chord Dead Load 10 5 Total Load 37 65 Duration Factor 1.25 1.00 Building Code FBC 2017 RES Wind Standard ASCE 7-10 Wind Speed 130 MPH Wind Usage RES. CAT II Building Exposure C Building Type Closed Wall Height Legend = N/A" = N/A" = 10' 00000000000 oo�00000000 = N/A.. o�00000�000 00000 =N/A., = N/A" Engineer of Record: Luis A. Pontigo - FL PE# 53311 4745 Sutton Park Court #204 Jacksonville, FL 32224 This is a Truss Placement Plan Only Trusses have been designed based on the drawings provided to MBS by the Builder. lease refer to the truss engineering for any information not listed on this page Please refer to the BCSI - Summary Sheets for proper bracing of trusses during erection Manning Building Supplies, Inc. 11155 Philips Parkway Dr E Jacksonville, FL 32256 "I, S Phone: (904)268-8225 Fax: (904)260-2981 WWIN.MBS-CORP.COM Customer: Browdy & Browdy Inc Project: Lot/Sub: Address 1250 (B) Selva Marina Cricle City,State: Atlantic Beach,FL Scale: 3/16" = 1' Date: 9/6/2019 Designer: John Knight All claims for error or defective material must be made within 5 days of receipt of goods and prior to installation. Otherwise said claim will be denied. PlotlD Length Product 00 I M I 2410-1 1. 44' 0" 00 a M J06 I I I - I I I Products BM -L 14' 0" onCENTERO LVL 2.0E 1 3/4" x 11 1/4" 2 2 BM -M 12'0" onCENTERO LVL 2.0E 1 3/4" x 11 1/4" 2 2 BM5 241011 onCENTERO LVL 2.0E 1 3/4" x 14" 3 3 R136 121011 onCENTERO LVL 2.0E 1 3/4" x 24" 1 1 R137 22' 0" onCENTERO LVL 2.0E 1 3/4" x 24" 1 1 R138 8'011 onCENTERO LVL 2.0E 1 3/4" x 24" 1 1 R139 41011 onCENTERO LVL 2.0E 1 3/4" x 24" 1 1 Truss Connector Total List Manuf Product Qty Simpson HGUS26-2 3 Simpson HTU26 34 SUL26 2 SUL210-2 1 Simpson SUR26 7 THJU26-W 2 ** STRUCTURAL SUB -FASCIA BY OTHERS L 0 N 12 COPY CO2 12 L 14� W lw MIE 0.2� 6„-12 1 18'5 11/16" r� D02 FLORIDA PRODUCT APPROVAL CODES: MITEK PLATES 2197...... WEYERHAEUSER - EVEREDGE LVL 21359..... WEYERHAEUSER EEI-JOIST 21360...... WEYERHAEUSER RIMBOARD 6527.5 LOADING CRITERIA Type Roof Floor Top Chord Live Load 20 40 Top Chord Dead Load 7 20 Bottom Chord Live Load 0 0 Bottom Chord Dead Load 10 5 Total Load 37 65 Duration Factor 1.25 1.00 Building Code FBC 2017 RES Wind Standard ASCE 7-10 Wind Speed 130 MPH Wind Usage RES. CAT II Building Exposure C Building Type Closed Wall Height Legend = N/A„ 101 10' 00000000000 = N/ADEEDEDE0DEE ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ °°°°° = N/A" 7 17 17 V 17 = N/A" Engineer of Record: Luis A. Pontigo - FL PE# 53311 4745 Sutton Park Court #204 Jacksonville, FL 32224 _ This is a Truss Placement Plan Only Trusses have been designed based on the drawings provided to MBS by the Buildel . lease refer to the truss engineering for any information not listed on this page Please refer to the BCSI - Summary Sheets for proper bracing of trusses during erection Manning Building Supplies, Inc. 11155 Philips Parkway Dr E Jacksonville, FL 32256 Phone: (904)268-8225 "13S 1 Fax: (904)260-2981 WWW.MBS-CORP.COM JAXTRUSS@MBS-CORP.COM Job# J 190393-1 Customer: Browdy & Browdy, Inc Irn Project: Lot/Sub: RrnN.AV-dy, Inc. Address 1250 (B) Selva Marina Cricle City, State: Atlantic Beach,FL j Scale: 3/16" =1'Date: 9/6/2019 Designer: John Knight All claims for error or defective material m`klList be made within 5 days of receipt of goods and prior to installation. 78'1" o" 2' 0" NEED A 1/4" SHIM FOR TRUSSES FL22 TO BEAR ON BEAM Sol I N- , _ _.. F122(10) L _ mi a 20 12'0"i20 �20'y2'0,i20 170"120"i2'0"i_ B ' .. -L,)() ' �Ras- FL0�1(2) FL02(8) FL -e--- FL09(8) o 8 ^'I`42, �„' #2, °.,2' °'�#7 °' 0""°" a 1L ``'i•2 -°-j.2'0" 2, °„2 °r1 -Q Wei b i 10 0” .00 24' a 'a a 1 26'4" 14'0" 260" Net Qty and 1 st Floor BM -A 22' 0" onCENTER® LVL 2,0E 1 314" x 24" 4 4 BM -B 25 0" onCENTER® LVL 2.0E 13/4" x 24" 4 4 aa lane" BM -D 14'0" onCENTERQD LVL 2.0E 13/4" x 11 1/4" 3 3 �+ BM1 34' 0" onCENTER® LVL 2.0E 1 3/4" x 24" 3 3 BM2 25 0" onCENTER® LVL 2.0E 1314" x 24" 3 3 '9 BM3 14' 0" onCENTER® LVL 2.0E 13/4" x 11 114" 2 2 d BMSA 14' 0" onCENTEROD LVL 2.0E 13/4" x 11 1/4" 2 2 BM4 8'0" onCENTER® LVL 2.0E 1 3/4" x 24" 2 2 RB1 22'0" onCENTERID LVL 2.0E 1 3/4" x 24" 1 1 RB4 60" onCENTER® LVL 2.0E 134' x 24" 1 1 RB5 60" onCENTER® LVL 2.0E 13/4" x 24" 1 1 Hatch Legend Truss Connector Ota ISt Simpson HGUS28-2 3 Simpson HGUS28-3 4 HTU26 117 HUC26.2 4 SUL210-2 1 SUR210-2 7 ** 24" DEEP LVL RIM BOARD v � �o FL38 ' a N,'�� A = 911-1/81111 \ n �sJ fi� '•k 0000000000Q op00000000❑ LL Fa 5' a 1/8" � 0 CV V2 FI -01 I -M ME 13'3 15/16" fi 9 /2" 1 /2" 6 12'9 15/16" FL22 FLORIDA PRODUCT APPROVAL CODES: MITEK PLATI'ES 2197...... WEYERHAEUSER - EVEREDGE LVL 21359 ..... WEYERHAEUSER EEI-JOIST 21360..,... WEYERHAEUSER RIMBOARD 61527.5 12 LOADING CRITERIA Wall Height Legend = 8'11/8" = 911-1/81111 = 10'1-1/18" 0000000000Q op00000000❑ = 11'1-1/811 OOO�O�C)�17❑ ❑ = 121-1/8" = 14'1-1/811 OFFICE COPY Engineer of Record: Luis A. Pontigo - FL PE# 53311 4745 Sutton Park Court #204 Jacksonville, FL 32224 This Is a Truss Placement Plan Only Trusses have been designed based on the drawings provided to MBS by the Builder. Please refer to the truss engineering for any information not listed on this page Please refer to the BCSI - Summary Sheets for proper bracing of trusses during erection Manning Building Supplies, Inc, 11155 Philips Parkway Dr E Jacksonville, FL 32256 Phone: (904)268.8225 Fax: (904)260.2981 WARN MHn8s -S JAXTRUSS@MBS-CORP.COtS Job# J190393-1 Customer: Browdy & Browdy, Inc Project: Lot/Sub: Address 1250 (B) Selva Marina Cricle City,State: Atlantic Beach,FL Scale: N.T.S. Date: 9/6/2019 Designer: John Knigh All rlaimc fnr arrnr nr ---•---•--- •••�•-�••�..0 LIG 1��QuC VVI«11111111 0 aays OT receipt or goods and prior to installation. i? T Joe ^R� I 44' 0" g g g S c08(4) V" d ve.ss-vc. i 0'+'2'0" 2 0 2'0" 2' 0' 2' D" 2' 0" 2' 0" 2-0" 2' 0" 2' 0" 2' 0"' 2' 0 2, D" 2' 0" 2' D" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" i J13 j• --i J1a w* BM5 .— s0 wZe �I nl J1e a ueae J17 � IUle j M 10' 0" pl H HN]e ....... I. HtV1e h s a o 0 0 ' Jse —"— BM -M ^— 12'0" i crow wL 4,VC l 6/4"X11114" onCENTERO LVL 2,0E 1 3/4" x 11 1/4" 2 2 2 2 BM5 24'0" onCENTER® LVL 2,0E 13/4" x 14" 3 3 RIM 12'0" onCENTER® LVL 2.0E 1 3/4" x 24" 1 1 RB7 22'0" onCENTER® LVL 2.0E 13/4" x 24" 1 1 RB8 8' 0" onCENTERS LVL 2,0E 1 3/4"x 24" 1 1 RB9 4'0" onCENTERO LVL 2.0E 13/4" x 24" 1 1 hatch Legend �10' WALLS A/C CHASE POCKET Simpson HTU26 34 SUL26 2 SUL210-2 1 Simpson SUR26 7 THJU26-W 2 ** STRUCTURAL SUB -FASCIA BY OTHERS 40(4) N K02 K02; "ruve� 0 Kot 10' 0" 2nd Floor ypi -J59 11 J Fi. L04 L03 J ° N LOz b I 3' L01 o S.p CO2 B12 LOADING CRITERIA m _ Wall Height Legend = 8'1-1/8" Engineer of Record: = 10'1-1/18" EOoodo�00000 Luis A. Pontigo - FL PE# 53311 = 11'1-1/8" = 121-1/8" = 141-1/8" OFFICE COPY E04 Engineer of Record: 02¢F 12 Luis A. Pontigo - FL PE# 53311 4745 Sutton Park Court #204 Jacksonville, FL 32224 This Is a Truss Placement Plan Only 01P Trusses have been designed based on the zo• room drawings provided to MBS by the Builder. Please refer to the truss engineering for any information not listed on this page Please refer to the BCSI - Summary Sheets D^u� for proper bracing of trusses during erection 7 Manning Building Supplies, Inc. 11155 Philips Parkway Dr E Jacksonville, FL 32256 Phone: (904)268-8225 Fax: (904)260-2981 JAXTRUSS@MB4 r Job# J190393-1 Customer: Brawdy & Browdy, Inc Project: L0 ub: Address 1250 (B) Selva Marina Cricle FLORIDA PRODUCT APPROVAL CODES: MITEK PLATES 2197. "'•' WEYERHAEUSER EEI Scale: N.T.S. Date: 9 9/ WEYERHAEUSER - EVEREDCE LVL 21359 ..... ,USER -JOIST 21360...... WEYERHAEUSER RIMBOARD 6527.5 City, State: Atlantic FL _ /6!2019 Designer_ John Knight THE LOT SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD LONE ••X" AS SHOWN ON FLOOD INSURANCE RATE MAP 0409 J FOR DUVAL COUNTY, FLORIDA, F.I, lvt. INDEX DATE 11-02-18 SYMBOL LEGEND TVRB TELEVISION RISER BOX WPP WOOD POWER POLE DMH DRAINAGE MANHOLE GYA GUY ANCHOR WM WATER METER TREE LEGEND 17 PLM e� 17" PALM 11 CAM 0- 11" CAMPHOR 5 FIG tB 5- FIG 9 LIVE OK o 9" LIVE OAK 11 TAL e i,' TALLOW 23 MAGe 23' MAGNOLIA 13 BIRCH 13" BIRCH 9.6 GROUND SHOT ELEVATION 9.97 HARD SURFACE ELEVATION [� FOUND 4'x4" CONC. MONUMENT; LB #3672 CURVE DATA Cl (CALCULATED) N79°25'23"W CH = 26.13' R = 45.00' A = 26.51' A = 33'45'21" GUTTER ( TYP. ) 6" PVC PIPE FA YARD DRAIN TOP 7.9 1 "b"(0 ,5.0' 5.0 LOT 13 7.&\ / SELVA MARINA UNIT 1 PLAT BOOK 23, PAGE 4 CLEANOUT' 79. V W N 23 I 7.6 4 > 59. om 1 �mI LOT 30 m g SELVA MARINA UNIT 1 n m A`q PLAT BOOK 23, PAGE 4 I A' ni V8IMx,zx„ I 1 a �1 i � J 8.7"14 EDGE OF/ ? ASPHALT 3 y 0 7 8.4Y N v 4" PVC! o SET NAIL & DISC; LB #3857 IN ASPHALT PAVEMENT IN P.R.N. Q PERVwNEN1 REEERENCE NONUNEM PIPE / ' � s CTA ANGLE W QP ELEVATIONS SHOWN HEREON REFER TO LIVE OK % ,�O Pry\C�;S SF\•.�P00�� N / (}w) iggOqL P ®PIAT R = w,wu uwE Nfw ®. NAiYJN4 OEODEiiC KRi1GL M1YRd FA YARD DRAIN TOP 7.9 1 "b"(0 ,5.0' 5.0 LOT 13 7.&\ / SELVA MARINA UNIT 1 PLAT BOOK 23, PAGE 4 CLEANOUT' 79. V W N 23 I 7.6 4 > 59. om 1 �mI LOT 30 m g SELVA MARINA UNIT 1 n m A`q PLAT BOOK 23, PAGE 4 I A' ni V8IMx,zx„ I 1 a �1 i � J 8.7"14 EDGE OF/ ? ASPHALT 3 y 0 7 8.4Y N v SET BENCHMARK: o SET NAIL & DISC; LB #3857 IN ASPHALT PAVEMENT IN P.R.N. Q PERVwNEN1 REEERENCE NONUNEM FRONT OF THIS LOT ELEVATION:(8.28) P.T. a POM OF TMID P.C.P. a P£RWJiENI CONTROL POM � s CTA ANGLE W p.C. � PoWi OF CURJE ELEVATIONS SHOWN HEREON REFER TO .ft.0 s POx(! OF REVERT£ CURVE P.C.C. m POINL OF WNPOUKJ BANE NAVD OF 1988 N D OEm (}w) iggOqL P ®PIAT R = w,wu uwE TAL 0 em'2 PLM • 1 PLM iz PLM END J' 1. NO I.D. `8.67 SELVA MARINA CIRCLE (VARIABLE WIDTH RIGHT OF WAY) 45' RADIUS CUL -DE --SAC 5X3 FIG MAG (/ ALL AMERICAN SURVEYORS OF FLORIDA, INC, LANG SURVf.YORS - 3151 SMt JLI.i£ PLACE Wlr✓ACXS9NYtttt; FtJlDU9. 3225> - 9p4/2]5 -009(V - UCENti'EO LVlD 9U51NES,S NO. 3B57 MAP SHOWING BOUNDARY, TOPOGRAPHIC & TREE i.3 SURVEY WITH PLOT PLAN OF LOT 1 AS SHOWN ON MAP OF LOT 19 BUDNICK PLACE SELVA MARINA UNIT i N PLAT BOOK 2.3, PAGE 4 / W 12. YARD DRAIN TyP1 �\�+�•EJ X12.3 v "� 18 LIVE GK 5 LIVE OK 14 PLM V O j13.1 <CCCYCC<�<� �0 / <<� POP 2s 0 <<< s s << �oG%d x. PFO C<<C�CC i LM a p CCl<C / j \ 12.41 .rCi� /�4 PLM CLEAN OUT ( TYP. ) �} SOURCE BENCHMARK: NORTH RIM OF MANHOLE IN FRONT OF #363 12th. ST. ELEVATION:(8.21) ELEVATIONS SHOWN HEREON REFER TO LOT 20 SELVA MARINA UNIT 1 O_ PIAT BOOK 23, PAGE 4 X11.7 O 12. -FND }" I.P. La $3672 N77'ii•Oi'E 0., 4' 4" PVC PIPE DOWN SPOUT Qti ti (TYP.) REVISED APPROVED Legend nm. . EouuO ESNs = FASEIAEHi' a . roFNRFlf�IgN CONC CONCRETE NON. NONU I.P. MCII P.R.N. Q PERVwNEN1 REEERENCE NONUNEM PIPE p", LR =WON ROD P.T. a POM OF TMID P.C.P. a P£RWJiENI CONTROL POM � s CTA ANGLE W p.C. � PoWi OF CURJE = AGC LENGTH .ft.0 s POx(! OF REVERT£ CURVE P.C.C. m POINL OF WNPOUKJ BANE C ��� B.RA. m RUx.DINC RESIRtCDON F.P.nL� fiAftOA PoWER & tM3M D OEm (}w) iggOqL P ®PIAT R = w,wu uwE Nfw ®. NAiYJN4 OEODEiiC KRi1GL M1YRd fL CENTER ±INE ruw - NORrH m1ERrcA.N rERlrc . R/W a M -OF -NAY E.L - POINt OF MERSELitON e E Of 1W1ER TO � M - WrrxEss le - ISENsm DISINEss DINIFNS)17NC CHnWid HFRFt ll e oro cnl I.,r. LOT 1 DORMESHIAN/NOWAKOWSKA RESIDENCE LOT SIZE 20,456± SO. FT. DRIVEWAY TO R/W 1,862± SQ. FT. _ ENTRY WALK_ 85± SQ. Fr. APPROXIMATE SIDEWALK 0± SQ. FT. RIGHT-OF-WAY LENGTH__ 26.51 FT. TOTAL IMPERVIOUS COVERAGE 7,2781 SQ. i 9 W F- o � N w M F- Q 1n W Cf M rrO'T Co t� u� JW ED = 'o W O U)>9 09 z 0 O iii Y Z U-) 0 N ¢ d rn N O r� Z O U _ W % °O°o If c 1 +.r rl •`px,.a ke -ue S 4 �rTcc 24 oar ®® �'��� 201900®� 0 L' l O Rui b z t1 000 0 klng���' o of CITY C 1 ,r���lcA-ifiC Bc.,ach, t" opoopoa00000Qa DRAINAGE NOTES: 1. THE COVERED PORCH AND STOOP SHALL BE SLOPED AT MIN. 1% AWAY FROM STRUCTURE. AT THE CONNECTION POINT OF THE PORCH AND STOOP,THE TYPICAL ELEVATION DROP SHALL BE 4 INCHES. 2. GROUND ELEV. AT FOUNDATION SHALL BE MIN. 61N BELOW F.F. ELEV. 3. DOWNSPOUTS ARE TO BE CONNECTED TO UNDERGROUND DRAINAGE 6" SOCK DRAIN PIPE WITH POP-UP EMITTERS PLACED AT PROPERTY LINE. 4. GUTTERS SHOWN ON PLAN ARE FOR GENERAL INFORMATION, LOCATION SHALL BE DETERMINED BY INSTALLER. DRAINAGE LEGEND -- PRE -FLOW ARROW 4'%- POST -FLOW ARROW (00.0) EXIST. SPOT EL. O TREE PROTECTION CRITICAL ELEVATION 00.0 00.0 PROPOSED SPOT EL. X TO BE REMOVED PROPOSED SHALLOW SWALE SOCK DRAIN PIPE WITH Pop POP-UP EMITTER GRAPHIC SCALE 20 0 1a 20 40 80 ( IN FEET ) 1 inch = 30 ft. w U Z U z N d W � UL Q Z Q Q' w Q 0 U) w m I_ Lo U) CV 1 REVISIONS 1 DRAWN BY: KG DESIGNED BY: RDP 1 SCALE: AS NOTED 1 SHEET NO. C-1 I 15.0' 20,456± SFT. DRIVEWAY TO R/W LOT 13 7 SELVA MARINA UNIT 1 APPROXIMATE SIDEWALK PLAT BOOK 23, PAGE 4 I RIGHT-OF-WAY LENGTH_ 26.51 FT, TOTAL IMPERVIOUS COVERAGE: 7,278± SQ. Ff. 36% N. 0�� � p o 0000 m 0 — • — PROPOSED SHALLOW SWALE N i LOT 30 O TREE PROTECTION SELVA MARINA UNIT 1 > m I PLAT BOOK 23, PAGE 4 I nom+ 8.2, Pop POP—UP EMITTER SCALE 10 20 40 e JOB 18.9 IG I N 0. SET BENCHMARK: v SET NAIL k DISC; LB #3857 IN c ASPHALT PAVEMENT IN FRONT OF THIS LOT ELEVATION:(8.28) ELEVATIONS SHOWN HEREON REFER TO NAVD OF 1988 N N y 8.42' 1 x8.55 y `8.67 SELVA MARINA CIRCLE (VARIABLE WIDTH RIGHT OF WAY) 45' RADIUS CUL-DE-SAC THE LOT SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONE "X" AS SHOWN ON FLOOD INSURANCE RATE MAP 0409 J FOR DUVAL COUNTY, FLORIDA, F.I.R.M. INDEX DATE 11-02-18 S LOT 19 ® SELVA MARINA UNIT 1 tis PLAT BOOK 23, PAGE 4 /izs Z S��J eG0 1' vg LIVE OK 18 UVE 0 12.8 i m P r 15 j,13.2 ` 14 PLM 9 sx23 MAG � 'IAC<t<C <<<{< <<<<<l< 13.1 1 <<<< < <C<<{<<< < {{<<<d9 -k<<<<<<{<<< < < <<<<{ <<<<<<' <<<< / Xyrc._ ri} SOURCE BENCHMARK: �F NORTH RIM OF MANHOLE IN FRONT OF #363 12th. ST. ELEVATION:(8.21) ELEVATIONS SHOWN HEREON REFER TO NAVD OF 1988 LOT 20 SELVA MARINA UNIT 1 PLAT BOOK 23, PAGE 4 /11.7 FNO J" I.P. LS #3672 N71'11'01'E 0.14' n IAAPAI 1-1- u__' -- LOT 1 DORMESHIAN/VOWAKOWSKA✓RESIDENCE I LOT SIZE 20,456± SFT. DRIVEWAY TO R/W _ 1,862± SQ. FT, ENTRY WALK s 85± SQ. FT. APPROXIMATE SIDEWALK 0± SQ. FT. RIGHT-OF-WAY LENGTH_ 26.51 FT, TOTAL IMPERVIOUS COVERAGE: 7,278± SQ. Ff. 36% LU ~ N (n cN7 Lo WFr Fr 0 m cY U) LL ii) J W n _j J Co U) Z 0 0 LLI Ir Y Z o 0 N Q d M V N O Z Q U QQppppD���� Qd�p 0 z a O z o CD w w DRAINAGE LEGEND 00.0 00.0 o Q W © z nc o� O ®Z Lil O �1L 660? oo�6� Q0 00 000000 � 0�� � p o 0000 (00.0) EXIST. SPOT EL. — • — PROPOSED SHALLOW SWALE DRAINAGE NOTES: 1. THE COVERED PORCH AND STOOP SHALL BE SLOPED AT MIN. 1% AWAY FROM STRUCTURE. AT THE CONNECTION POINT OF THE PORCH AND STOOP,THE TYPICAL ELEVATION DROP SHALL BE 4 INCHES. 2. GROUND ELEV. AT FOUNDATION SHALL BE MIN. 61N BELOW F.F. ELEV. 3. DOWNSPOUTS ARE TO BE CONNECTED TO UNDERGROUND DRAINAGE 6" SOCK DRAIN PIPE WITH POP—UP EMITTERS PLACED AT PROPERTY LINE. w v v Q w z N Q o 2 u -O w o w ce) N z a O z o CD w w DRAINAGE LEGEND 00.0 00.0 "'-- PRE—FLOW ARROW PROPOSED SPOT EL. REVISIONS POST—FLOW ARROW X TO BE REMOVED (00.0) EXIST. SPOT EL. — • — PROPOSED SHALLOW SWALE O TREE PROTECTION _ _ SOCK DRAIN PIPE WITH CRITICAL ELEVATION Pop POP—UP EMITTER SCALE 10 20 40 e JOB TE: 10/24/2019 kDRAWN BY: KGGRAPHIC D BY: RDP BY: RDP''200 AS NOTED NO.: 71903.00 SHEET NO. ( IN FEET) 1 inch = 30 ft. C-2 O• ,II 1 ` J- %5'%=3DYa3/�O:l iD 1N3Da3d Y 'j'S B/i'L=SIIOYW3)B lV1O1 (SDONtl3dY'W 9W'L =A1/N3/i!tl 15f1DNtl3dWU L%' L. MD3010Od5d315 (anOVla3dNU 9L0't = 39IIDH aD 11YtllODj LI39Wf1N 133HS I "�csra¢'1Q1D ' �3ow3.nm im � NVId 311S € Val-u'AlNr oo _IMO 30 SOa003a 011Bfld 1N3aaf10 3H1 30 ELt a!!V Llt 53�3Vd 'OL NOOK 1Vld NI C13080036 SV'30Vld NOPIOf7B'L.LOl A8 NM" O1S3Na3 / IIHd 3AVN SNOISIA3U NVId WS, saoia3L Hi Nou�naIHDNV 3tlfllD310iDtlV NV3>1 -lIHd yen I t AE)Vd `£Z >'0O8 -LVld 6 11Nn VN18VvV VAI.S f7l 101 �p A3AHns V 3inillSNOO lON S300 NV-ld 31lS SIHl N AL=„L 31V05 NV-ld 311S a3SOdOUd Z J / — z 0 0 U 0 � I n 101���1 ZZs 04b II / or �a 11 SYMBOL LEGEND TVRB TELEVISION RISER BOX WPP WOOD POWER POLE DMH DRAINAGE MANHOLE GYA GUY ANCHOR WM WATER METER TREE LEGEND 17 PLM 17" PALM 11 CAM [ 11" CAMPHOR 5 FIG a 5" FIG 9 UVE OK 9' LIVE OAK 11 TAL 11" TALLOW 23 MAGa 23" MAGNOLIA 13 BIRCH 13" BIRCH THE LOT SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARCII ZONE °X" AS SHOWN ALL AMERICAN SURVEYORS OF FLORIDA, INC. ON FLOOD INSURANCE RATE MAP 0409 J FOR DUVAL COUNTY, FLORID/,. F.I.R.M. INDEX DATE 11-12-18 �D 5lRvf1PQ5 - sir u , MACE s 15 - .i,, 505 X[ -at .nal - so4/z7s-_ _ XM_ euro ausHtA ero s `413 MAP SHOWING BOUNDARY, TOPOGRAPHIC & TREE 9.6 GROUND SHOT ELEVATION 9.97 HARD SURFACE ELEVATION Ei FOUND 4"x4" CONC. MONUMENT; LB /3672 CURVE DATA Cl (CALCULATED) N 79'25' 2 3"W CH = 26.13' R = 45.00' A = 26.51' A = 33'45'21" YARD DRAIN I (TYP.)ID I 15.0' I ,5.4 LOT 13 zap �- SELVA MARINA UNIT 1 PLAT BOOK 23, PAGE 4 O0. 1 g� 0 7 Z � O �y N � I oIl 7. zI� ,2C - LOT 30 SELVA MARINA UNIT 1 PIAT BOOK LOT 1 DORMESHIAN/NOWAKOWSKA RESIDENCE LOT SIZE 20,4561 SO. FT. DRIVEWAY TO R/W 1,862± S0. FT, ENTRY WALK SSt SO. FT. APPROXIMATE SIDEWALK Ot SO. FT. RIGHT-OF-WAY LENGTH 26.51 FT. TOTAL IMPERVIOUS COVERAGE 7,2781 SO. FT. 367 SEI BENCHMARK: SEI NAIL & DISC; LB #3857 IN ASPHALT PAVEMENT IN FRONT OF THIS LOT ELEVATION:(8.28) ELEVATIONS SHOWN HEREON REFER TO NAVD OF 1988 15 EDGE OF ASPHALT SURVEY WITH PLOT PLAN OF LOT 1 AS SHOWN ON MAP OF 6" PVC / �� OT 19 BUDNICK PLACE SELVA MARINA UNIT 1 PIPE ^ N PLAT BOOK 23, PAGE 4 4" PVC w - PIPE / �= / 25 a 11 a VE OK _-------- ���112.3 418 LIVE OK 1� 1 .., �/ ; 12.8 / A GUTTER %/ / 15 LIVE OK (TYP.), / / / �O 13.2 14 PLM 0 LOT 20 GG' 5XTSXlBX23 Mac %I''1� O LAT B MARINA UNIT 1 �,� X3 FIG PLAT BOOK 23, PAGE 4 6 1.7 <<l<<<< (,3.1 / / � '� <C<<<<<<C�C< / 72.7 o'FND }' I.P. /.//_t',-8<<"<l<�<�<�(�CC LB R367Z 0.14' bi/ <<<C<<<<<< Rrj i PLM ','P<< YAR DRAIN AN OGyo osFo `< /LM , TOP 12.3 q 9 O. 12.4r <<<<�`�<C 13.0 ( t 1 ,� PVC <+ PIPE t 'rJ 4.0 NANNY'S 11 9' GYA ART'ERS' ' P X11 TAL 73 PLM Umaw 1 _ .S',,ry 13 160, DOWN SPOUT PP 1 .0 6.0'x- n PLM (TYP.) 3 0 o 8.80 SI2 PlM 7. 1 PLM 13 i I PLM Ate. I r` 8%12X11 CAM d IF/ 11 PlM FIND}" f 1 NO I.0 2 5 N30'28'S9P ��9/ 80 "1 F ',997 CLEAN OUT PLM I �' BO (TYP.) WM I .548.5 WM j 4 P M P ASPHALT APRON .48 52 PL / 64 r�/ NO NAIL AND DISK A LB ,3672 ' 8.39r 8.4Y I�/8.55 18.67 SELVA MARINA CIRCLE (VARIABLE WIDTH RIGHT OF WAY) 45' RADIUS CUL-DE-SAC 0 SOURCE BENCHMARK: NORTH RIM OF MANHOLE IN FRONT OF #363 12th. ST. ELEVATION:(8.21) ELEVATIONS SHOWN HEREON REFER TO NAVD OF 1988 legend r�i+o: -round :jc - Z". 0*PJ - 1ravlr Ror�wA �") swn DIMFNCIONc CHnwm uFAcn ni n -1 ivnnrinni ni - N ~ o � N (n M Lo Q W O V W � O CO Oppppp000�Opp °p4 O°0 ULE o ,Un o d � ® ® o0- oo o N� ® z o00 00 �� �C o �DD /�,'oo� Ld DRAINAGE NOTES: 1. THE COVERED PORCH AND STOOP SHALL BE SLOPED AT MIN. 1% AWAY FROM STRUCTURE. AT THE CONNECTION POINT OF THE PORCH AND STOOP,THE TYPICAL ELEVATION DROP SHALL BE 4 INCHES. 2. GROUND ELEV. AT FOUNDATION SHALL BE MIN. 61N BELOW F.F. ELEV. 3. DOWNSPOUTS ARE TO BE CONNECTED TO UNDERGROUND DRAINAGE 6" SOCK DRAIN PIPE WITH POP-UP EMITTERS PLACED AT PROPERTY LINE. 4. GUTTERS SHOWN ON PLAN ARE FOR GENERAL INFORMATION, LOCATION SHALL BE DETERMINED BY INSTALLER. DRAINAGE LEGEND 00.0 00.0 PRE -FLOW ARROW PROPOSED SPOT EL. 4^DRAIN PIPE - POST -FLOW ARROW X TO BE REMOVED (oo.o) EXIST. SPOT EL. - - PROPOSED SHALLOW SWALE O TREE PROTECTION POP-UP WITH UP EMITTER CRITICAL ELEVATION GRAPHIC SCALE 20 0 10 20 40 8 0 ( IN FEET ) 1 inch = 30 ft. W J V 0� z or g z N a W �UL OW Q o z_ J Q I.LI Q IL M I-_ Lo Fn CV r I REVISIONS I DRAWN BY: KG DESIGNED BY: RDP CHECKED BY: RDP SCALE: AS NOTED JOB NO.: 71903.00 SHEET NO C-1 N ~ o � N (n M Lo Q W O V W � O CO Oppppp000�Opp °p4 O°0 ULE o ,Un o d � ® ® o0- oo o N� ® z o00 00 �� �C o �DD /�,'oo� Ld DRAINAGE NOTES: 1. THE COVERED PORCH AND STOOP SHALL BE SLOPED AT MIN. 1% AWAY FROM STRUCTURE. AT THE CONNECTION POINT OF THE PORCH AND STOOP,THE TYPICAL ELEVATION DROP SHALL BE 4 INCHES. 2. GROUND ELEV. AT FOUNDATION SHALL BE MIN. 61N BELOW F.F. ELEV. 3. DOWNSPOUTS ARE TO BE CONNECTED TO UNDERGROUND DRAINAGE 6" SOCK DRAIN PIPE WITH POP-UP EMITTERS PLACED AT PROPERTY LINE. 4. GUTTERS SHOWN ON PLAN ARE FOR GENERAL INFORMATION, LOCATION SHALL BE DETERMINED BY INSTALLER. DRAINAGE LEGEND 00.0 00.0 PRE -FLOW ARROW PROPOSED SPOT EL. 4^DRAIN PIPE - POST -FLOW ARROW X TO BE REMOVED (oo.o) EXIST. SPOT EL. - - PROPOSED SHALLOW SWALE O TREE PROTECTION POP-UP WITH UP EMITTER CRITICAL ELEVATION GRAPHIC SCALE 20 0 10 20 40 8 0 ( IN FEET ) 1 inch = 30 ft. W J V 0� z or g z N a W �UL OW Q o z_ J Q I.LI Q IL M I-_ Lo Fn CV r I REVISIONS I DRAWN BY: KG DESIGNED BY: RDP CHECKED BY: RDP SCALE: AS NOTED JOB NO.: 71903.00 SHEET NO C-1 DESIGN SPECIFICATIONS DESIGN CODE: DESIGN LOADS (CONTINUED): 2017 FLORIDA BUILDIN`3 CODE - RESIDENTIAL AND CURRENT REFERENCED CODES A`dD STANDARDS DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS -CONTACT LPA FOR CODE COMPLIANCE REVIEW DESIGN LOADS: COMPONENTS AND CLADDING DESIGN WIND PRESSURES PSF FLOOR ROOF LOAD TYPE/PLACEMENT (Cd = 1.00) (Cd = 1.25) 10 7 PSF (SHINGLES) TOP CHORD DEAD 10 PSF 20 PSF (TILE) TOP CHORD LIVE 40 PSF 20 PSF BOTTOM CHORD DEAD 5 PSF 5 PSF BOTTOM CHORD LIVE 5 PSF 10 PSF FLOOR AND ROOF FRAMING DEFLECTION CRITERIA: FLOOR: LIVE LOAD L/360 & TOTAL LOAD L/240 ROOF: LIVE LOAD L/240 TOTAL LOAD L/240 QR 0.75" MAX DEFLECTION UNDER ANY CASE COMPONENTS AND CLADDING DESIGN WIND PRESSURES PSF EFFECTIVE WIND AREA (SF) INTERIOR ZONE a - 5'-0" EDGE ZONE 10 +25.6 -27.7 +25.6 -34.2 50 +22.9 -25.0 +22.9 -28.8 100 +21.8 -23.9 1 +21.8 -26.6 GARAGE DOOR SPECIFIC COMPONENTS AND CLADDING DESIGN WIND PRESSURES (PSF) (1) CAR GARAGE DOOR (8'x7') +22.9 -25.0 (2) CAR GARAGE DOOR (16'x7') +21.8 -23.9 COMPONENTS AND CLADDING WIND LOADING NOTES: 1. THE VALUES SHOWN ABOVE HAVE BEEN REDUCED PER AS FLOOR AND ROOF LOADING NOTES: LOAD COMBINATION 0.6W. NO FURTHER REDUCTIONS SHALL 1. ROOF TRUSS MAY BE DESIGNED WITH ROOF BOTTOM CHORD BE PERMITTED 10 P) APNON-CONCURRENTLY WITH LIVE LOAD PSF) 2. PLUS = PRESSURE AND MINUS = SUCTION. COMPONENT ( AND CLADDING ELEMENTS SHALL BE DESIGNED FOR BOTH ROOF TOP CHORD LIVE LOAD (2C PSF) POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE 2. ROOF TRUSS BOTTOM CHORD LIVE LOAD SHALL BE ABOVE INCREASED TO 20 PSF AT ATTICS WITH LIMITED STORAGE. 3. DESIGN OF WINDOWS AND DOOR FASTENING TO WALL REACTIONS SHALL BE REDUCED PER ASD LOAD COMBINATION FRAMING IS THE RESPONSIBILITY OF THE WINDOW/DOOR D + 0.75 (L + Lr) MANUFACTURER AND SHALL MEET BOTH POSITIVE AND 3. FLOOR TRUSS TOP CHORD LIVE LOAD SHALL BE INCREASED NEGATIVE PRESSURES SHOWN IN TABLE ABOVE TO 60 PSF AT ALL GAME ROOMS AND BALCONIES 4. SEE SCHEMATIC BELOW FOR END ZONE LOCATIONS 4. FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A 5 PSF TOP AND BOTTOM CHORD DEAD LOAD. a a WIND LOADING MEMBERS TOP PLATE TO TOP PLATE TOP PLATE, LAPS/INTERSECTION BASIC WIND SPEED (ASCE 7-10) 130 MPH EXPOSURE CATEGORY C BUILDING RISK CATEGORY II BUILDING ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT t 0.18 Cd 1.6 °I a°k o DENOTES EDGE ZONE EXTENTS. r-- SEE ABOVE FOR 'a' DIMENSION I [NOT ACTUAL PLAN] SCOPE OF SERVICE MEANS AND METHODS: THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE LIMITED TO THE FOLLOWING: STRUCTURE TO SUPPORT GRAVITY LOADS, RESIST UPLIFT, AND RESIST LATERAL LOADS, AND MAINTAIN CONTINUITY FROM THE STRUCTURE TO SOILS BELOW. ITEMS NOT DESIGNED INCLUDE, BUT NOT LIMITED TO, PRE-ENGINEERED TRUSS DESIGN, TRUSS -TO -TRUSS CONNECTIONS, OR ANY ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/ INSTALLATION OF ALL WATER PROOFING. TYPICAL ABBREVIATIONS ADJ - ADJACENT HORIZ - HORIZONTAL BM - BEAM LVL - LAMINATED VENEER LUMBER BOT - BOTTOM MANUF - MANUFACTURE DRG - BEARING MONO - MONOLITHIC CMU - CONCRETE MASONRY UNIT OC - ON CENTER CONT -CONTINUOUS OSB - ORIENTED STRAND BOARD DBL - DOUBLE PERP - PERPENDICULAR EA - EACH PRE ENG - PRE ENGINEERED EE EACH END PSF - POUNDS PER SQUARE FOOT EOR - ENGINEER OF RECORD TYPICAL WALL FRAMING NOTES 1. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE PLY'S (BEAMS, HEADER, AND STUDS) FASTEN PLY'S TOGETHER PER DETAIL 6/SO.0. 2. SEE WALL STUD SCHEDULE ON FRAMING PLAN LEGEND FOR TYPICAL WALL STUD SIZES' AND SPACING. MINIMUM STUD SIZE AND SPACING ARE SHOWN ON PLAN. CONTRACTOR MAY INCREASE STUD SIZE TO MEET ARCHITECTURAL REQUIREMENTS. WALL STUDS SPECIFIED ON PLAN SUPERSEDE THE WALL STUD SCHEDULE. 3. USE SYP#2 FOR DOUBLE TOP PLATE AND SINGLE PT SYP#2 FOR SOLE PLATE. USE SYP#2 FOR ALL HEADERS. 4, AT GIRDERS AND BEAMS, PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER # PLY'S. (UON ON PLAN) 5. PROVIDE SOLID BLOCKING WITHIN FLOOR SYSTEM BELOW ALL POST AND JACK STUDS ON 2ND LEVEL 6. ATTACH EXTERIOR WALLS THAT TERMINATE BETWEEN TRUSSES PER DETAIL 5A OF 5G/S0.1. 7. FASTEN ALL LOW ROOFS TO ADJACENT 2ND LEVEL WALL FRAMING PER DETAIL 6/SO.2. 8. AT INTERIOR WALLS WITH FLOOR BEARING ONLY, `FASTEN SOLE PLATE TO CONCRETE SLAB W/ 16d MASONRY CUT NAILS @ 16" OC. (SOLE PLATE ANCHOR BOLTS NOT REQ'D, UON ON PLAN) 9. AT ALL EXTERIOR OR INTERIOR WAI I S WITH ROOF BEARING FASTEN SOLE PLATE WITH ANCHOR BOLTS PER DETAIL 3/S0.0. 10. ROUGH OPENINGS LOCATED ON EXTERIOR WALLS OR INTERIOR WALLS WITH ROOF BEARING, MAY REQUIRE ADDITIONAL UPLIFT CONNECTORS AS SPECIFIED PER DETAIL 8/SO.0. WIND LOADING NOTES: 1. FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A I - DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF ° L _ J ° BOTTOM CHORD. WIND UPLIFT REACTIONS SHALL BE REDUCED PER ASD LOAD COMBINATION: 0.6D + 0.6W ° MEMBERS TOP PLATE TO TOP PLATE TOP PLATE, LAPS/INTERSECTION PSI - POUNDS PER SQUARE INCH 2 -GUN (2-16d) FASTENER NAILS @ 12" STAG. 3 -GUN NAILS EQ - EQUAL PT - PRESSURE TREATED FACE NAIL (2-16d) EW - EACH WAY QT - QUICK TIE RIM JOIST TO TOP PLATE TOE NAIL EXT - EXTERIOR REINF - REINFORCE CEILING JOIST TO TOP PLATE TOE NAIL FBC - FLORIDA BUILDING CODE SF - SQUARE FOOT m LLJ 24" FDN - FOUNDATION SPF -SPRUCE PINE FUR =7 8d COMMON FT - FOOT SYP - SOUTHERN YELLOW PINE FACE NAIL (3-16d) FTG - FOOTING THRU - THROUGH NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. ROOF SHEATHING GT - GIRDER TRUSS TYP - TYPICAL SEE SPECS HCR - HANGER UON - UNLESS OTHERWISE NOTED (2-16d) 3 -GUN NAILS HDR - HEADER VERT - VERTICAL BELOW HEADER W/ JACK TRUSSES w <3 LLI V CO wQv LESS THAN 6'-0" BEARING TO BEARING oz Li PERMANENT ROOF FRAMING RAFTER TO PLATE WOOD FASTENING SCHEDULE TRUSS BRACING BY OTHERS 3 z � REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. BY OTHER TOE NAIL WIND LOADING NOTES: 1. FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A I - DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF ° L _ J ° BOTTOM CHORD. WIND UPLIFT REACTIONS SHALL BE REDUCED PER ASD LOAD COMBINATION: 0.6D + 0.6W ° MEMBERS TOP PLATE TO TOP PLATE TOP PLATE, LAPS/INTERSECTION TYPE FACE NAIL FACE NAIL 2 -GUN (2-16d) FASTENER NAILS @ 12" STAG. 3 -GUN NAILS (TYP) r MATERIAL SPECIFICATIONS DBL. TOP PLATE TO STUD FACE NAIL (2-16d) 3 -GUN NAILS 42" 24" RIM JOIST TO TOP PLATE TOE NAIL (8d @ 6") GUN NAIL @ 6" BY OTHEFRAMING RS ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH ASTM A 307 OR ASTM F 1554 GRADE 36. CEILING JOIST TO TOP PLATE TOE NAIL (3-8d) 5 -GUN NAILS - - m LLJ 24" N/A I N/A =7 8d COMMON I--- WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). CEILING JOIST, OVER PARTITIONS FACE NAIL (3-16d) 4 -GUN NAILS @ 3" OC C)< t0 �L NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. CEILING JOIST TO ROOF RAFTER FACE NAIL (6-16d) 8 -GUN NAILS KING STUD TO FRAMING BELOW:SD TO FRAMING CS18 STRAP w/ (9)10d LL V" m -= JOIST/TRUSS TO PLATE TOE NAIL (2-16d) 3 -GUN NAILS CA � Id1 "' METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO EXTERIOR SHALL BE GALVANIZED OR BETTER. BELOW HEADER W/ JACK TRUSSES w <3 LLI V CO wQv LESS THAN 6'-0" BEARING TO BEARING oz Li I-- 0 RAFTER TO PLATE TOE NAIL (3-8d) 3 -GUN NAILS 3 z � REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. JACK RAFTER TO HIP TOE NAIL (3-10d) 4 -GUN NAILS o_ zz n a STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. ROOF RAFTER TO 2x RIDGE BM. TOE NAIL (2-16d) 3 -GUN NAILS W C) Lil Z r 0 0 JL'i J o xwn 2ND L STUDSTO WELDED WIRE FABRIC (WWF): SHALL BE ASTM A1064. CONT. HEADER, TWO PIECES FACE NAIL 16d@ 16" O.C. @ EDGE = J ,-(UON ON PLAN) CONT. HEADER TO STUD TOE NAIL (3-16d) 4 -GUN NAILS C w > .2 a - N O Li LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES STUD TO SOLE PLATE TOE NAIL (3-16d) 4 -GUN NAILS U J 0� ELASTIC MODULUS (E)2,000ksi, BENDING STRESS (Fb) 2600psi, PLY WIDTH OF 1.75" SOLE PLATE TO JOIST/BLOCKING FACE NAIL (16d @ 16") GUN NAIL @ 8' z m � cL STUD TO SOLE PLATE: RETROFIT REBAR/ROD INSTALLATION: NAIL SIZE LEGEND DWC15600 @ 32" -OC O � � Q o EMBEDMENT OF RODS OR REBAR DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE I/," LARGER THAN REBAR SIX AND NAIL LENGTH DIAMETER NAIL LENGTH DIAMETER a cn L- FS '/e" LARGER THAN THREADED ROD SIZE. (UON) - 3/SO.0 (TYP) / 8d COMMON ®3" OC 8d COMMON 2Y2" 0.131" 10d COMMON 3" 0.148" EPDXY: 8d RING SHANK 23/a" 0.113" 10d RING SHANK 3" 0.148" 8d COMMON ITW RED HEAD A7 DUAL CARTRIDGE OR SIMPSON SET (MINIMUM EDGE DISTANCE PER MANUFACTURES SPECIFICATION) Y2 12d COMMON 3" OC 1Odx1 3'? 0.138" 16d COMMON 3Y" 2" 0.168" CONCRETE AND BRICK SPECIFICATIONS: -CONCRETE SPECIFICATIONS: ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 301, 318 AND ALL OTHER APPLICABLE REFERENCED STANDARDS. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. -CONCRETE MASONRY SPECIFICATIONS: MASONRY SHALL BE Di -:SIGN_ ED, CONSTRUCTED AND TESTED IN ACCORDANCE WITH ACI 530, ACI530.1 AND ASTM C90. MASONRY UNITS SHALL BE HOLLOW LOAD-BEARING, GRADE N, TYPE 1, NORMAL WEIGHT, WITH A MINIMUM COMPRESSIVE STRENGTH OF 1900 psi (f'm=1500 psi). GROUT AND MORTAR SHALL BE DESIGNED, CONSTRUCTED AND TESTED IN ACCORDANCE ASTM C476, ASTM C1019, ASTM C270. GROUT SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 psi AND A MAXIMUM COURSE AGGREGATE SIZE OF 3/a" PLACED AT AN 8" TO 11" SLUMP. MORTAR SHALL BE TYPE M OR S. CELLS CONTAINING VERTICAL REINFORCEMENT SHALL BE GROUTED IN 5'-0" MAXIMUM LIFTS. WHEN LIFT SHALL EXCEED 5-0", PROVIDE CLEAN OUTS IN BOTTOM COURSE OF MASONRY WALL. CLAY MASONRY (BRICK): BRICK SHALL BE IN ACCORDANCE WITH ASTM C62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. TYPE N MORTAR MAY BE USED IN BRICK VENEER. SHEATHING SPECIFICATIONS: -FLOOR SHEATHING: 23/32" T&G OSB OR PLYWOOD SHEATHING, GLUE AND NAIL WITH 10d COMMON @ 6" O.C. EDGE & FIELD -ROOF SHEATHING: SHINGLE MINIMUM 7/16", 24/16, APA RATED OSB OR PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS @ 6" OC EDGE & 6" OC FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" OC WITHIN 4'-0" OF ROOF EDGE). TILE MINIMUM 15/32" 32/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK @ 6" OC EDGE & 6" OC FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" OC WITHIN 4'-0" OF ROOF EDGE). -WALL SHEATHING: FLEXIBLE FINISH MINIMUM 7/16", 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ 8d @ 4" OC EDGE AND 6" OC FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE TO UPPER TOP PLATE. (UNLESS OTHERWISE NOTED ON PLAN OR WITHIN DETAIL) FLEXIBLE FINISH WALLS INCLUDE: WOOD, CEMENT, OR VINYL SIDING, HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE CONSIDERED BRITTLE FINISH. STUCCO FINISH MTOP PLATE. PROVIDE BLOCKING AT ALL HORIZONTAL PANEL EDGES UNLESS OTHERWISE APPROVED BY MANUFACTURES SPECIFICATIONS INIMUM 7/16", 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ 8d @ 4" OC EDGE AND 6" OC FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE TO UPPEI PORCH CEILING SHEATHING; 1/2" GYPSUM (WATER PROOF) GREEN BOARD, w/ 5d COOLER NAILS @ 6" OC EDGE & FIELD OR 3/8" (OR GREATER) OSB OR PLYWOOD, w/ 8d COMMON @ 6" OC EDGE AND FIELD GENERAL NOTES FOUNDATION: FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES. FOOTINGS HAVE BEEN DESIGNED WITH A MAXIMUM SOIL BEARING PRESSURE OF 2000 PSF. A SOILS INVESTIGATION REPORT BY OTHERS IS RECOMMENDED TO VERIFY SUITABLE SUBSURFACE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE EOR SHALL BE NOTIFIED. SOIL SHALL BE FREE OF ORGANIC AND COHESIVE (CLAY) MATERIAL. EXISTING SOIL AND STRUCTURAL FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE DRAWINGS. REFER TO ARCHITECTURAL PLANS FOR ALL DIMENSIONS. MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3" IN FOOTINGS. PROVIDE #3 @ 48" OC OR ROD CHAIRS PER FOUNDATION DETAILS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICES IN REINFORCING SHALL BE 48 BAR DIAMETERS, WHERE PERMITTED. STEM WALLS CONSTRUCTED'' W/ MASONRY UNITS SHALL BE COURSED W/ RUNNING BONDS. STACKED BONDS ARE NOT PERMITTED. ALL EXTERIOR WALLS SHALL BE REINFORCED FULL HEIGHT AS SPECIFIED ON PLAN AND AT CORNERS, WALL ENDS, AND WALL INTERSECTIONS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. AT STEM WALLS CONSTRUCTED OF 5 OR MORE COURSES, PROVIDE HORIZONTAL JOINT REINFORCEMENT AT 16" O.C. VERTICALLY, EVERY OTHER COURSE. VERTICAL REINFORCING SHALL BE INCREASED AS NOTED ON PLAN. LAP JOINT REINFORCING SHALL BE A MINIMUM OF 6". SLABS ON GRADE: CONCRETE SLABS ON GRACIE SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN TERMITES. SAWCUT CONTROL JOINTS SHALL BE INSTALLED THROUGHOUT ENTIRE SLAB ON GRADE, 1" DEEP SAWCUTS SHALL PLACED IN A 12'x12' GRID WITHIN 4 TO 12 HOURS OF CONCRETE PLACEMENT WOOD FRAMING SPECIFICATIONS: ALL WOOD FRAMING HAS BEEN DESIGNED IN ACCORDANCE WITH NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, LATEST EDITION. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE IOR SOIL SHALL BE PRESSURE -TREATED. IF, ACO OR NON -DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALL BE STAINLESS STEEL. PRE-ENGINEERED WOOD TRUSSES: SHALL BEAR THE SEAL OF AN ENGINEER IN THE STATE WHERE PROJECT IS BEING BUILT AND SHALL COMPLY WITH NFPA, TPI, AND AITC 100. CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS INSTALLED AT ALL TRUSSES AS INDICATED IN THE TRUSS SHOP DRAWINGS. ALL TRUSS -TO -TRUSS CONNECTIONS AND TRUSS PROFILES ARE THE RESPONSIBILITY OF THE DELEGATED TRUSS ENGINEER. ALL TRUSSES SHALL HAVE TEMPORARY BRACING PER 'COMMENTARY' AND RECOMMENDATION FOR HANDLING, INSTALLING &BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB -91." AT MULTIPLE STRAP CONNECTIONS, SPREAD STRAPS TO AVOID NAILING CONFLICTS THROUGH TRUSS. WHEN USING (2) STRAPS ON SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER. ROOF COVERING SPECIFICATIONS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT SHINGLES SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQU'REMENTS. TILE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL." AND THE MANUF'ACTURER'S REQUIREMENTS. STANDING SEAM METAL ROOFS SHALL COMPLY WITH ASTM El 514 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. GUARDRAILS AND HANG!RAILS: SHALL BE DESIGNED PER FBC. COMPLIANCE WITH THESE REQUIREMENTS IS THE RESPONSIBILITY OF THE RAILING MANUFACTURER. PRE-ENGINEERED MISCELLANEOUS STRUCTURES: ANY EYEBROW, CANOPY, ALUMINUM COMPONENT OR ANY OTHER BUILDING APPENDAGES NOT SPECIFICALLY DETAILED HEREIN SHALL BE DESIGNED BY OTHERS AT THE EXPENSE OF THE CONTRACTOR. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF MISCELLANEOUS ATTACHED STRUCTURES TO THE MAIN STRUCTURE INDICATING CONNECTION POINTS, REACTIONS AND FASTENER REQUIREMENTS PRIOR TO FABRICATION OF MISCELLANEOUS STRUCTURE AND PRIOR TO CONSTRUCTION OF MAIN STRUCTURE. CONTRACTOR SHALL COORDINATE LOADING REQUIREMENTS WITH ANY OTHER PRE-ENGINEERED COMPONENT SUCH AS ROOF FLOOR AND ROOF TRUSS ENGINEERING. ROOF FRAMING TO / BEARING WALL: -SEE 5/SO.0 (TYP) BLOCKING ONLY REQUIRED AT SHEARWALLS AND STUCCO FINISH. SOLE PLATE ANCHOR• SEE 3/SO.0 (TYP) \ TYPICAL WALL SHEATHING NOTES' 1. SEE "MATERIAL SPECIFICATIONS ON SO'0 FOR FLOOR, ROOF, WALL AND PORCH CEILING SHEATHING SPECIFICATIONS. 2. ALL ONE STORY -EXTERIOR WALLS SHALL BE SHEATHED CONTINUOUS FROM -1ST LEVEL SOLE PLATE TO UPPER MOST TOP PLATEN 3. ALL TWO STORY EXTERIOR WALLS SHALL BE SHEATHED CONTINUOUS FROM 1ST LEVEL SOLE PLATE TO 2ND LEVEL UPPER MOST TOP PLATE. SPLICE WALL SHEATHING AT FLOOR FRAMING PER DETAIL 1/S0.1 (UON ON PLAN) AT TWO STORY CONDITIONS, BUILDER MAY CHOOSE EITHER THE DROPPED PROVIDE SOLID BLOCKING HEADER CONDITION OR RAISED HEADER CONDI WITHIN FLOOR SYSTEM AT ALL TION UPPER LEVEL POSTS & JACK STUDS TYPICAL HEADER NAILING 0.131X3" TOE NAILS TYPICAL DOUG F TOP 2X6, 2x8 = 5 NAILS TYPICAL TOP PLA NAILING• TYPICAL STUD NAILING )PI ATE SPI 1097 2x10, 2x12 (7) NAILS FASTEN ALL TOP PLATES -0" MIN. SPLICE LENGTH 0.131x3" END NAILS: 9 LVL, 11" LVL = 7 NAILS / (16) 0.131x3" NAILS (2) @ 2x4, - O TOGETHER w/ (3) ROWS VENLY SPACED 14" LVL, 96" LVL (9) NAILS OF .131x3 @ 12" O.C. STAGGERED. (3) @ 2x6, ROOF FRAMING (4) @ 2x8• SYP#2 ROOF SHEATHING BY OTHERS SEE SPECS PERMANENT TRUSS BRACING BY OTHER (TYP) 2x -BLOCKING ONLY REQUIRED IF SHEARWALL I - --- L _ ---- dING TO --- FAS TEN LO 8d COMMON LOWER STUD SEE 5/S0.0 (TYP) 8d MM TO TALLER STUD w/ 2 -ROWS OF 10d COMS @ 12" O.C. UPPER STUD TO TYPICAL SOLE TOP PLATE: PLATE NAILING, - SEE FRAMING PLAN FOR SPECIFIC 0.131x3" TOE NAILS: STRAPPING DETAIL (3) @ 2x4, DESIGNATION (TYP) (4) @ 2x6, (5) @ 2x8. GYPSUM SHEATHING n (LION ON PLAN) BLOCKING ONLY o REQUIRED AT z 11 N PT. SYP#2 FLOOR SHEATHING SHEARWALLS AND o SOLE PLATE SEE SPECS STUCCO FINISH. zo , SEE S1.0 FOR SEE S1.0 FOR FCUN. PLAN FOUN. PLAN AND DETAIL AND DETAIL (A) DESIGNATION (B) �C) DESIGNATION SINGLE STORY SINGLE STORY MULTI -STORY MULTI -STORY EXTERIOR BEARING INTERIOR ROOF BEARINGINTERIOR ROOF B ARIN' EXTERIOR BEARING WALL FRAMING,SECTION TYPICAL OSB BLOCKING PANEL OR FULL DEPTH BLOCKING BETWEEN TRUSSES WHERE REQUIRED ON PLAN RUN SHEATHING CONTINUOUS TO TOP 'k OF ROOF TRUSSCL agN ROOF TRUSS SLOPE, SEE ARCH PLAN H- I SYP#2 DBL. HEADER, TOP PLATE PER PLAN CONTINUOUS BLOCKING U 0 W �t� ANCHOR WITHIN FLOOR SYSTEM LLJ o FLOOR \\\- UPLIFT PER PLAN WALL FRAMING PER PLAN WHERE POST IS ABOVE. 42" 24" 3x3x0.229" 16d COMMONS Q ,W C BY OTHEFRAMING RS I @ 8" OC CDa z 4" 2" - - m LLJ 24" N/A I N/A =7 <,: C.)`� I--- -i HEADER FASTENING SECTION I J =ora L C)< t0 �L I NNCz I KING STUD TO FRAMING BELOW:SD TO FRAMING CS18 STRAP w/ (9)10d LL V" m -= C) L z o0 w IT a. .a ENDS OR OPENINGS LESS THAN 48" OR Id1 "' BELOW HEADER W/ JACK TRUSSES w <3 LLI V CO wQv LESS THAN 6'-0" BEARING TO BEARING Ld I-- 0 Ix, WALL SHEATHING O R AP� ¢ z STUD TO TOP PLATE: SDWC15600 0 32" OC AND FLOOR CONN. DETAI a- (TYP, LION ON PLAN) SEE 1 /S0.1 (TYP) of w _ co JL'i J 2ND L STUDSTO 1 � GYPSUM SHEATHING FIRST LEVEL STUDS SEE DETAIL 1/SO.1 J ,-(UON ON PLAN) .2 a - N O L� BLOCKING ONLY REQUIRED AT SHEARWALLS AND STUD TO SOLE PLATE: STUCCO FINISH. DWC15600 @ 32" -OC (TYP, UON ON PLAN) SOLE PLATE ANCHOR- FS - 3/SO.0 (TYP) / 8d COMMON ®3" OC SEE S1.0 FOR SEE S1.0 FOR FCUN. PLAN FOUN. PLAN AND DETAIL AND DETAIL (A) DESIGNATION (B) �C) DESIGNATION SINGLE STORY SINGLE STORY MULTI -STORY MULTI -STORY EXTERIOR BEARING INTERIOR ROOF BEARINGINTERIOR ROOF B ARIN' EXTERIOR BEARING WALL FRAMING,SECTION TYPICAL OSB BLOCKING PANEL OR FULL DEPTH BLOCKING BETWEEN TRUSSES WHERE REQUIRED ON PLAN RUN SHEATHING CONTINUOUS TO TOP 'k OF ROOF TRUSSCL agN ROOF TRUSS SLOPE, SEE ARCH PLAN H- I NOTES: 1. TOP PLATE TO STUD SDWC ONLY REQUIRED WHEN STUD IS DIRECTLY BELOW TRUSS 2. H2.5T MAY BE SUBSTITUTED FOR TRUSS CONNECTION. PROVIDE ADDITIONAL H2.5T AT TOP PLATE TO STUD, SPACE @ 48" O.C. 3. SEE TABLE 6/SO.0 FOR ROOF SHEATHING SPECIFICATIONS 1 E) nr: TDI ICc r�n►.Ir.l�r-rl�n I TYPICAL KING STUD TO TOP PLATE: (1)SDWC15600 (NOT _ REQUIRED AT GABLE ENDS OR OPENINGS LESS THAN 48" KING & JACK STUDS SEE PLAN KING STUD TO BOTTOM PLATE CONNECTION: (1)SDWC15600. OMIT IF SHEARWALL HOLD DOWN IS SPECIFIED. NOT REQUIRED AT GABLE ENDS OR (2) STORY WALLS TOP PLATE TO HEADER FASTENING: ,I)SDWC15600 0 24" OC. INSTALL PER DETAIL TO RIGHT. NOT REQUIRED FOR GABLE ENDS. HEAD OR SILL PLATES SEE- HEAD SCHEDULE ROUGH OPN'G, SEE ARCH. (2)12d TOE NAILS E.E. (MIN) SCHEDULE ROUGH OPN'G, SEE ARCH. KING STUD TO FRAMING BELOW: CS18 STRAP w/ (9)10x EACH END. NOT REQUIRED A' GABLE ENDS OR OPENINGS LES! THAN 48" OR BELOW HEADEf W/ JACK TRUSSES LESS THAT 6'-0" BEARING TO BEARIN( KING STUD TO TOP PLA (1)SDWC15600 (N -- REQUIRED AT GABLE ENDS OPENINGS LESS THAN KING & JACK STUDS SEE PLAN WALL FRAMING AT PLATE CHANGE CONDITION SYP#2 DBL. HEADER, TOP PLATE PER PLAN PLATE ANCHOR SCHEDULE �t� ANCHOR EXT. WALL SPACING SHEARWALLS WASHER SPACING SPEC, EMBEDMENT DEPTH \\\- UPLIFT PER PLAN WALL FRAMING PER PLAN NOTES: 1. TOP PLATE TO STUD SDWC ONLY REQUIRED WHEN STUD IS DIRECTLY BELOW TRUSS 2. H2.5T MAY BE SUBSTITUTED FOR TRUSS CONNECTION. PROVIDE ADDITIONAL H2.5T AT TOP PLATE TO STUD, SPACE @ 48" O.C. 3. SEE TABLE 6/SO.0 FOR ROOF SHEATHING SPECIFICATIONS 1 E) nr: TDI ICc r�n►.Ir.l�r-rl�n I TYPICAL KING STUD TO TOP PLATE: (1)SDWC15600 (NOT _ REQUIRED AT GABLE ENDS OR OPENINGS LESS THAN 48" KING & JACK STUDS SEE PLAN KING STUD TO BOTTOM PLATE CONNECTION: (1)SDWC15600. OMIT IF SHEARWALL HOLD DOWN IS SPECIFIED. NOT REQUIRED AT GABLE ENDS OR (2) STORY WALLS TOP PLATE TO HEADER FASTENING: ,I)SDWC15600 0 24" OC. INSTALL PER DETAIL TO RIGHT. NOT REQUIRED FOR GABLE ENDS. HEAD OR SILL PLATES SEE- HEAD SCHEDULE ROUGH OPN'G, SEE ARCH. (2)12d TOE NAILS E.E. (MIN) SCHEDULE ROUGH OPN'G, SEE ARCH. KING STUD TO FRAMING BELOW: CS18 STRAP w/ (9)10x EACH END. NOT REQUIRED A' GABLE ENDS OR OPENINGS LES! THAN 48" OR BELOW HEADEf W/ JACK TRUSSES LESS THAT 6'-0" BEARING TO BEARIN( KING STUD TO TOP PLA (1)SDWC15600 (N -- REQUIRED AT GABLE ENDS OPENINGS LESS THAN KING & JACK STUDS SEE PLAN WALL FRAMING AT PLATE CHANGE CONDITION WALL FRAMING ELEVATION WALL FRAMING AT RAISED HEADER CONDITION �J 1 Th-IGAL YZ"x6" SIMPSON TITEN HD SOLE PLATE ANCHOR w/3X3xO.229" WASHER SEE SCHEDULE FOR SPACING QB. HOLD DOWN BUTT JOINT 2" I 2" I: Y2" THREADED ROD 7 12" 2 EPDXIED 4"w/3X3x. WASHER SEE SCHEDULE SILL PLATE MAX. MIN. FOR SPACING SOLE PLATE BREAK EPDXY ANCHOR TITEN HD OPTION ANCHOR OPTION SYP#2 DBL. HEADER, TOP PLATE PER PLAN PLATE ANCHOR SCHEDULE �t� ANCHOR EXT. WALL SPACING SHEARWALLS WASHER SPACING SPEC, EMBEDMENT DEPTH RAISED HEADER PER PLAN TITEN HD 42" 24" 3x3x0.229" V EPDXY42" I ARCHED TRANSOM OPTION SEE RIGHT WINDOW SILL SEE SCHEDULE FOR SILL SIZE AND CONNECTION EACH END 3x3x0.229" 4" 2" MAS FOUNDATION SEE PLAN 24" WALL FRAMING ELEVATION WALL FRAMING AT RAISED HEADER CONDITION �J 1 Th-IGAL YZ"x6" SIMPSON TITEN HD SOLE PLATE ANCHOR w/3X3xO.229" WASHER SEE SCHEDULE FOR SPACING QB. HOLD DOWN BUTT JOINT 2" I 2" I: Y2" THREADED ROD 7 12" 2 EPDXIED 4"w/3X3x. WASHER SEE SCHEDULE SILL PLATE MAX. MIN. FOR SPACING SOLE PLATE BREAK EPDXY ANCHOR TITEN HD OPTION ANCHOR OPTION NOTES: 1. SOLE PLATE ANCHORS ARE REQUIRED AT ALL EXTERIOR WALLS, INTERIOR W,.LLS WITH ROOF BEARING, AND ADJACENT TO CORNERS, PLATE BREAKS AND KING STUDS. 2. WASHERS MAY BE SLOTTED FOR EASIER INSTALLATION 3. AS AN ALTERNATE TO THE 3"X3"X)/4." PLATE WASHER, A 3"X3"X'/e " W/ 1'/,"0 ROUND STEEL WASHER MAY BE USED. � SOLE PLATE ANCHOR DETAIL & SCHEDULE r 3 Ste/ TYPICAL 1'/2" I (3) ROW OF 10d 4_ - I NAILS @ 8" O.C. 2 F-' STAGGERED wI�IwIII�� 'i3EAM. " 3 'PLY BEAM. `" 2x4 MEMBERS: ° (1) ROW OF 10d ° (4) ROWS 12d NAILS @ 4" O.C. F F AT 12" O.C. 2x6 MEMBERS: EA. SIDE. (2) ROW OF 10d (3) ROWS 12d NAILS @ 4" O.C. AT 12" O.C. STAGGERED EA. SIDE. 2 & 3 PLY BEAMS 2x4 OR 2x6 POST 2x8 OR 2x10 POST (3)ROWS OF 5" (3)ROWS OF 63/4" TRUSSLOK TRUSSLOK ENGINEERED WOOD ENGINEERED WOOD FASTENERS @ 24"o.c FASTENERS @ 24"o.c AS SHOWN AS SHOWN -PLY 4 -PLY 14" LVL AND GREATER NOTES: 1. TYP. CONNECTION AT STUD COLUMNS, JACK -TO -KING ASSEMBLIES, CORNER POST, ETC. 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY IN ADDITION TO (2) PLYS BUILT-UP MEMBER FASTENING DETAIL I YPICAL SOLE PLATE CONNECTOR �J LOCATED WITHIN 6" OF STUD SOLE PLATE ANCHOR STRAPPING NOT REQUIRED PACK. OMIT IF SHEARWALL PER 3/SO.0 AT LOWER LEVEL HEADERS HOLD DOWN IS SPECIFIED SINGLE STORY UNLESS SPECIFIED ON PLAN ADDITIONAL FASTENERS AT OPENINGS MUL I I 5 I UKY (STACKED WINDOW TOP PLATE TO HEADER FASTENING, (1)SDWC15600 @ 24" OC. INSTALL - PER DETAIL TO RIGHT. NOT REQUIRED FOR GABLE ENDS. STUD OR 2X BLOCKING FAST v/8 -10d COMMOI r=n IL WIN YVMLL� Ur[ IN ItrcIUK WALL) WI IH RUUF BLARING. (NOT REO'D MEN DETAIL 1 OR 2/SO 7 ARE cPErlcicp ON FRAMING PLAN) HEAD OR SILL, PLATES SEE SCHEDULE ROUGH OPN'G, SEE ARCH. 4'-0" MIN. DROPPED HEADER PER PLAN JACK AND WINDOW SILL SEE KING STUDS, SCHEDULE FOR SEE PLAN SILL SIZE AND CONNECTION EACH END SOLE PLATE ANCHOR SCHEDULE 5 4'-4" ANCHOR EXT. WALL SPACING SHEARWALLS WASHER SPACING SPEC, EMBEDMENT DEPTH EDGE DISTANCE TITEN HD 42" 24" 3x3x0.229" V EPDXY42" I 24" 3x3x0.229" 4" 2" MAS 42" 24" N/A N/A N/A NOTES: 1. SOLE PLATE ANCHORS ARE REQUIRED AT ALL EXTERIOR WALLS, INTERIOR W,.LLS WITH ROOF BEARING, AND ADJACENT TO CORNERS, PLATE BREAKS AND KING STUDS. 2. WASHERS MAY BE SLOTTED FOR EASIER INSTALLATION 3. AS AN ALTERNATE TO THE 3"X3"X)/4." PLATE WASHER, A 3"X3"X'/e " W/ 1'/,"0 ROUND STEEL WASHER MAY BE USED. � SOLE PLATE ANCHOR DETAIL & SCHEDULE r 3 Ste/ TYPICAL 1'/2" I (3) ROW OF 10d 4_ - I NAILS @ 8" O.C. 2 F-' STAGGERED wI�IwIII�� 'i3EAM. " 3 'PLY BEAM. `" 2x4 MEMBERS: ° (1) ROW OF 10d ° (4) ROWS 12d NAILS @ 4" O.C. F F AT 12" O.C. 2x6 MEMBERS: EA. SIDE. (2) ROW OF 10d (3) ROWS 12d NAILS @ 4" O.C. AT 12" O.C. STAGGERED EA. SIDE. 2 & 3 PLY BEAMS 2x4 OR 2x6 POST 2x8 OR 2x10 POST (3)ROWS OF 5" (3)ROWS OF 63/4" TRUSSLOK TRUSSLOK ENGINEERED WOOD ENGINEERED WOOD FASTENERS @ 24"o.c FASTENERS @ 24"o.c AS SHOWN AS SHOWN -PLY 4 -PLY 14" LVL AND GREATER NOTES: 1. TYP. CONNECTION AT STUD COLUMNS, JACK -TO -KING ASSEMBLIES, CORNER POST, ETC. 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY IN ADDITION TO (2) PLYS BUILT-UP MEMBER FASTENING DETAIL I YPICAL SOLE PLATE CONNECTOR �J LOCATED WITHIN 6" OF STUD SOLE PLATE ANCHOR STRAPPING NOT REQUIRED PACK. OMIT IF SHEARWALL PER 3/SO.0 AT LOWER LEVEL HEADERS HOLD DOWN IS SPECIFIED SINGLE STORY UNLESS SPECIFIED ON PLAN ADDITIONAL FASTENERS AT OPENINGS MUL I I 5 I UKY (STACKED WINDOW TOP PLATE TO HEADER FASTENING, (1)SDWC15600 @ 24" OC. INSTALL - PER DETAIL TO RIGHT. NOT REQUIRED FOR GABLE ENDS. STUD OR 2X BLOCKING FAST v/8 -10d COMMOI r=n IL WIN YVMLL� Ur[ IN ItrcIUK WALL) WI IH RUUF BLARING. (NOT REO'D MEN DETAIL 1 OR 2/SO 7 ARE cPErlcicp ON FRAMING PLAN) HEAD OR SILL, PLATES SEE SCHEDULE ROUGH OPN'G, SEE ARCH. 4'-0" MIN. DROPPED HEADER PER PLAN JACK AND WINDOW SILL SEE KING STUDS, SCHEDULE FOR SEE PLAN SILL SIZE AND CONNECTION EACH END ADDITIONAL FASTENERS - AS REQUIRED PER DETAIL 8/SO.0 ARCHED TRANSOM OPTION - 2x SPF DIAGONAL BLOCKING FASTENED w/ 3-0.131"x3" EA. END TYPICAL. SHEATHING MAY EXTEND 2" PAST BLOCKING- WINDOW ATTACHMENTS MUST ANCHOR INTO 2x MATERIAL. ADDITIONAL FASTENERS AS REQUIRED PER DETAIL 8/SO.O 12" 1'/z ' MAX. MIN. SOLE PLATE ANCHOR; FROM SOLE SEE 3/SO.0 (TYP) PLATE BREAK WALL FRAMING AT DROPPED HEADER CONDITION BOUNDARY OF SHEATHINC EXAMPLE OF UNSUPPORTEE (UNBLOCKED) PANEL EDGE (TYPICAL' * SHEATHING GAP MIN. )C" - MAX. 3(e EDGE NAILING PER TABLE FIELD NAILING PER TABLE *ADD FRAMING MEM WHEN MAX SHEATF GAP IS EXCEEDE * SHEATHING GAP: MAX. We' APPLIES AT ALL WALL, ROOF, FLOOR AND PORCH SHEATHING WALL, ROOF & FLOOR SHEATHING NAILING S�0 TYPICAL 2x4 BLOCKING @24" O.C. FASTEN EACH END w/3 -10d TOENAILS STUD BELOW LOWER TOP 4-10d PLATE AT BREAK OVER LAP DOUBLE rc)mmnN¢ TOP PLATES ORTHOGONAL VIEW WALL INTERSECTION OF CORNER CONDITIONS CORNER WALL INTERSECTION CONDITIONS CONDITIONS NOTES: 1. OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS 2. -DENOTES 3"x0.131" GUN NAILS @ 6" O.C. VERTICAL 3. DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE 4. SOLE PLATE ANCHOR NOT REQUIRED WHEN HOLD DOWN IS INSTALLED 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE OPTIONS ARE SHOWN WALL CORNER FRAMING DETAIL a�. u KING STUD TO TOP P1 A (1)SDWC15600 SCREW. (NOT REQUIRED AT GABLE ENDS OR OPENINGS LESS THAN 48" (UNSTACKED WINDOWS) TYPICAL -ATE: r PLATE TO HEADER: WINDOW SILL SCHEDULE ROUGH OPENING DROPPED HEAD MINIMUM END OR SILL PLATES FASTENER EACH END 5 4'-4" (1)2x4 SPF #2 (4)12d TOE NAILS 5 6'-4" 5 8'-4" (2)2x4 SPF #2 (5)12d TOE NAILS (3)2x4 SYP #2 (1)A34 + (4)12d TOE NAILS s 12'-0" (3)2x6 SYP #2 (1)A35 + (4)12d TOE NAILS ADDITIONAL FASTENERS - AS REQUIRED PER DETAIL 8/SO.0 ARCHED TRANSOM OPTION - 2x SPF DIAGONAL BLOCKING FASTENED w/ 3-0.131"x3" EA. END TYPICAL. SHEATHING MAY EXTEND 2" PAST BLOCKING- WINDOW ATTACHMENTS MUST ANCHOR INTO 2x MATERIAL. ADDITIONAL FASTENERS AS REQUIRED PER DETAIL 8/SO.O 12" 1'/z ' MAX. MIN. SOLE PLATE ANCHOR; FROM SOLE SEE 3/SO.0 (TYP) PLATE BREAK WALL FRAMING AT DROPPED HEADER CONDITION BOUNDARY OF SHEATHINC EXAMPLE OF UNSUPPORTEE (UNBLOCKED) PANEL EDGE (TYPICAL' * SHEATHING GAP MIN. )C" - MAX. 3(e EDGE NAILING PER TABLE FIELD NAILING PER TABLE *ADD FRAMING MEM WHEN MAX SHEATF GAP IS EXCEEDE * SHEATHING GAP: MAX. We' APPLIES AT ALL WALL, ROOF, FLOOR AND PORCH SHEATHING WALL, ROOF & FLOOR SHEATHING NAILING S�0 TYPICAL 2x4 BLOCKING @24" O.C. FASTEN EACH END w/3 -10d TOENAILS STUD BELOW LOWER TOP 4-10d PLATE AT BREAK OVER LAP DOUBLE rc)mmnN¢ TOP PLATES ORTHOGONAL VIEW WALL INTERSECTION OF CORNER CONDITIONS CORNER WALL INTERSECTION CONDITIONS CONDITIONS NOTES: 1. OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS 2. -DENOTES 3"x0.131" GUN NAILS @ 6" O.C. VERTICAL 3. DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE 4. SOLE PLATE ANCHOR NOT REQUIRED WHEN HOLD DOWN IS INSTALLED 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE OPTIONS ARE SHOWN WALL CORNER FRAMING DETAIL a�. u KING STUD TO TOP P1 A (1)SDWC15600 SCREW. (NOT REQUIRED AT GABLE ENDS OR OPENINGS LESS THAN 48" (UNSTACKED WINDOWS) TYPICAL -ATE: r PLATE TO HEADER: \/ SDWC SCREW @ r - 24" O.C. OF Cc z STAZ:" TRUSS TO 2X_6 W 1�IN 0 PLATE: SDWC SCREW V V z N C I FL PE#53311 X: -j s (a"1b Q `�' 4U PLATE TO HEADER: SDWC S24E0.CRW ±.10 LI ® U U %1 <,: C.)`� 2X4 WALL HEADER FASTENING SECTION ca z I= 1 C)< t0 �L OFFICE CO PI(a- KING STUD TO FRAMING BELOW:SD TO FRAMING CS18 STRAP w/ (9)10d LL V" m -= EACH END. NOT REQUIRED AT GABLE o0 w IT a. .a ENDS OR OPENINGS LESS THAN 48" OR Id1 "' BELOW HEADER W/ JACK TRUSSES w <3 LLI V CO LESS THAN 6'-0" BEARING TO BEARING Ld Ix, LU ix Uj Lou Pontigo and Associates, Inc. 4745 Sutton Park Ct. 9204 Jacksonville, FI. 32224 Ph: 904-242-0908 FL: CA # 8344 Jp r - NO. OF Cc z STAZ:" �ci, 0 FSS10 N A\- rrrrrrnurrr�U� Luis A. Ponti�o, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO a ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. DESIGN SPECS, GENERAL NOTES AND DETAILS DO NOT SCALE DIMENSIONS FROM "THESE DRAWINGS- IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE EO.R, LPA JOB NUMBER BROW -19-00510 DRAWN/DESIGN/CHECK WAC CMJ / LAP DATE 09.11.19 SQUARE FOOTAGE 7558 SHEET so.o SHEET 1 OF g BLOCKING ONLY REQUIRED AT SHEARWALLS AND STUCCO FINISH 16d COMMONS ® 8" O.C. G CONT. RIBBON BOARD (TYP) G FLOOR TRUSSES. -\ SHEATHING SPLICE 5-8d COM EACH SIDE OF SPLICE 5-8d COM EACH SIDE WALL FRAMING OF SPLICE SHEATHING SPLICE BLOCKING ONLY REQUIRED AT SHEARWALLS AND STUCCO FINISH OPTION 1 OVER LAP SHEATHING 16d COMMONS 0 8" O.C. CONT. RIBBON BOARD (TYP) FLOOR TRUSSES. -\ \\ WALL FRAMING 8d COM 3" O.C. EACH SIDE OF SPLICE SHEATHING SPLICE S/4" OSB or PLYWOOD RIM BOARD Ya' SHORTER THAN FLOOR SYSTEM. ALIGN VERTICAL JOINTS WITH WALL SHEATHING JOINTS OPTION 2 APA RIM BOARD OPTION WALL SHEATHING OVERLAP AND FLOOR CONNECTION DETAIL 2x4 SYP#2 CATS AT 12" O.C. FASTENED TO TOP PLATE w/ 4-0.131x3" COMMON. FASTEN CATS EACH END w/ 3-0.131x3" COMMON TOE NAILS SW OPTION A 1F ROOF MING FRAMING 111/a" MAX. t - ' 2x SYP#2 CONT. ATTACH j TO TOP PLATE AND TRUSS 0.1310" ® 3" O.C. EDGE OF ?x MAY OVERHANG TOP PLATE. 1 SW 3/6 OPTION B ROOF SDWC 15600 FRAMING ® 32" O.C. 2x4 SP CREWS T ALL AROUN 2x4 SYP#2 HORIZ. BRACING ® 24" O.C. BETWEEN OUTER WALL & FIRST INTERIOR TRUSS. NAIL EACH END w/ 3-0.131x3" NAILS (TYP) FLOOR TRUSS 2x4 SYP#2 DIAGONAL FASTEN EA. END w/3 -10d - COMMONS ALL FRAMING LINE CEILING W SYP#2 2x4 NAILER FASTENED TO TRUSS BOT. CHORD w/ 0.131x3" 0 3" O.C. FASTENED TO SHEATHING w/ 8d 0 3" O.C. ROOF FRAMING ROOF SHEATHING FASTENED TO FRAMING GOP PLATE w/ 10d ® 3" O.C. FLOOR FRAMING G5 -16d NAILS SW 3/6-/"'5W 3/6 -/(TYPICAL) OPTION E OPTION F SHEARWALL NOTES : 1. USE OPTION A AND G AT ALL EXTERIOR WALLS THAT TERMINATE BETWEEN ROOF OR FLOOR FRAMING 2. USE OPTIONS A-E AT ALL ROOF FRAMING ATTACHMENTS TO SHEARWALL 3. USE OPTIONS F -G AT ALL FLOOR FRAMING ATTACHMENTS TO SHEARWALL 4. SEE PLAN FOR SW : 3/6 EXTENTS SHEARWALL ATTACHMENT OPTIONS AT ROOF Fx FLOOR WALL STUDS AT 16" O.C. 8d COMMON NAILS AT 3" O.C.(TYP) WALL STUDS 16 MAX. SW : 3/6� OPTION C SW 2x6 SYP#2 BLOCKING BETWEEN 2x6 SYP#2 NAILER EA. TRUSS. FASTEN TO TOP FASTENED TO TOP PLATE w/ 10d ® 4" O.C. PLATE w/ 10d ®3" O.0 DBL. TOP NOTCH HEADER PLATE BELOW TOP PLATE °i PORCH 8 -GUN NAILS HEADER, SEE PLAN. PORCH CEILING HEADER SHEATHING, �-8 MIN. (2)2x4 WOOD BELOW. SEE SPECS ND I EADER.DSTRAPPORCH BEAM TO I PORCH PARALLEL HEADER & SUPPORT STRAP PORCH HEADER BEAM TIO POST W/ (2)HTS16 TO WALL PORCH POST, PER PLAN. HEADER/BEAM (2)MSTA24. SEE PLAN PERPENDICULAR I TO POST PER "PLAN VIEW' FOR BASE CONNECTION TO WALL DETAILS TO BOTTOM LEFT (1)CS18 W/ POST BASE: LSTA12 FOLDED OVER TOP (9)10d EACH POST (1)CS18 W/ 4x4 POST:ABU44 DOUBLE TOP PLATE PLATE w/5 -10d NAILS END BELOW (9)10d EACH 6x6 POST:ABU66 CONTINUOUS OVER INTO TOP PLATE & 5-10d HEADER NAILS INTO BEAM. SPACE END @ 48" O.C. OMIT IF WALL PORCH. SHEATHING IS INSTALLED PORCH HEADER, SLAB ON FACE OF BEAM SEE PLANFHTS16SPLICE WALLTRAPS s/a" ROD SHEATHING PER HTS16 EPDXIED' '8 -GUN OPTION 1 OR 2 STRAPS 6" MIN NAILS AT LEFT MIN. (2)2x4 WOOD BELOW. & PLAN VIEW OF PLAN VIEW OF ELEVATION VIEW OF (1) ADJ. To PORCH HEADER. PORCH HEADER PORCH HEADER, PORCH HEADER STRAP BEAM TO POST W/ AT CORNER POST AT POST AT POST OPTION B (2)HTS16 OR (2)MSTA24. SEE PLAN FOR BASE CONNECTION NOTES: 1. SEE SPECIFICATION FOR PORCH CEILING SHEATHING SPECIFCATIONS 2. FASTEN ROOF TRUSS TO BEARING PER PLAN 3. CONTRACTOR MAY SUBSTITUTE SOLID POST W/ BOX COLUMN PER 4/S0.1 PORCH FRAMING DETAIL 3 PORCH BEAM CONNECTION 7 ;�,SB DIAPHRAGM FASTEN D NAILER w/ (1) ROW 8d 3" O.C. FASTEN TO TOP _ATE w/ (2) ROWS = 8d ® 3" D.C. 2x4 SPF#2 CONTINUOUS - LEDGER FASTENED TRUSS WEBS WITH w/3 -0.131x3" COMMON. r, FASTEN CATS EACH END w/Gr4j 3-0.131x3" NAILS f I i SW 3/6� OPTION G OPTION D FRAMING 'P#2 2x4 NAILER FASTENED TRUSS BOT. CHORD w/ ROWS 0.1310" @ 3" O.C. 2x4 SYP#2 CATS AT 12" O.C. FASTENED TO TOP PLATE w/ 4-0.131x3" COMMON. TYPICAL ROOF BRG SEE DETAIL 5/SO.1 FOR FLOOR Al`" )OF DIAPHRAGM ATTACHMENT ROOF BRG FLOOR BRG (j )STORY SHEARWALL (2)STORY SHEARWALL ELEVATION ELEVATION - WAI,.L SHEATHING OA - WALL SHEATHING SEE- SHEARWALL NOTE 1 SEE SHEARWALL NOTE 1 ©- END STUDS TO FOUNDATION © - END STUDS TO FOUNDATION HTT5 (UON ON PLAN) HTT5 (UON ON PLAN) ©- SOIE PLATE ANCHORS © - SOLE PLATE ANCHORS SEF SCHEDULE ON DETAIL 3/SO.0 SEE SCHEDULE ON DETAIL 3/SO.0 GD - UPPER TO LOWER STUDS (2)CS18 STRAPS SHEARWALL NOTES 1. 7/16" OSB SHEATHING W/ 8d COMMONS @ 3" OC AT PANEL EDGES AND 6" IN THE "FIELD". 2. PROVIDE 2x BLOCKING AT ALL PANEL EDGES. 3. PROVIDE A MINIMUM OF (2)STUDS EACH END OF SHEARWALLS. KING & JACK STUDS AT HEADERS MAY SERVE AS END POSTS FOR SW. 4. FASTEN ALL INTERIOR SW TO ROOF OR FLOOR TRUSSES PER 5/SO.1 5. INSTALL INTERIOR FOOTING BELOW SHEARWALL PER FOUNDATION PLAN AND DETAILS 6. PROVIDE SOLID BLOCKING W/IN FLOOR SYSTEM AT SW END POSTS TYPICAL SHEARWALL ELEVATION TYPICAL r. 4-12d TOE ROOF NAILS (TYP.) 2x4 SYP#2 OUTLOOKERS TRUSS @ 24" O.C. 2x4 BLOCKING. FASTEN ; EACH END w/3 -10d H3 Q$ H2.5T HURRICANE CLIP ® EA. AT 16" O.C. 2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, TOENAILS FASTEN TO ROOF FRAMING BELOW ROOF SHEATHING w/ 4-12d NAILS AT EACH RAFTER. ROOF TRUSS ROOF TRUSS-/ SYP#2 LEDGER ATTACH DBL. SYP#2 LEDGER TO EACH STUD, PER ATTACH TO EACH STUD, SCHEDULE BELOW PER SCHEDULE BELOW. A -SINGLE LEDGER B -DOUBLE LEDGER VERTICAL VERTICAL REACTION LEDGER SIZE & NAILING REACTION LEDGER SIZE & NAILING 0-775 2x6 w/ 5-0.131x3" 1850-2345 2x8 w/ 6-1/a"0x6" SDS SCREWS 776-1250 2x8 w/ 8-0.131x3" 2346-3125 2x12 w/ 8-'/4"0x6" SDS SCREWS 1251-1540 2x10 w/ 10-0.131x3" 1540-1850 2x12 w/'12 -0.131x3" LEDGER A NOTES: WHERE A LEDGER IS INDICATED ON PLAN AND NO TRUSSES BEAR AT THAT LOCATION, THE LEDGER IS BEING USED TO ATTACH THE ADJACENT ROOF DECK. USE A 2x6 LEDGER PER NAILING SCHEDULE ABOVE. ATTACH ROOF DECK PER GENERAL NOTES. TRUSS TO LEDGER CONNECTION BY TRUSS ENGINEER. NOT SHOWN FOR CLARITY /) LEDGER CONNECTION DETAIL TYPICAL NOTES: 1. SEE FIR`=T LEVEL FRAMING PLAN FOR ANCHOR LOCATIONS. 2, THE EMB=DMENT DEPTHS SHOWN ARE TYPICAL. GREATER EMBEDMENT DEPTHS MAY BE REQUIRED WHERE SHOWN ON PLAN (I.E. AT GARAGE RETURNS) 3. LTT208 ;-1OLD DOWNS ARE ONLY REQUIRED TO BE RECESSED INTO SLAB WHERE FRAMING IS PACKED TIGHT AND PREVENTS INSTALLATION WITHIN THE WALL. LTT20B MAY BE REPLACED WITH DT'"2Z IF THERE IS ADEQUATE ROOM IN THE WALL FOR INSTALLATION 1 BASE ANCHOR DETAIL TYPICAL OVERFRAME RAFTERS, SEE PLAN. MIN (2) STUDS OR SCAB I� I.I SIMPSON H3 w/ 10-8d COMMON NOTE NAILS FROM RAFTER TO LEDGER 36" STUD TO FULL HEIGHT 6-10d AND LEDGER TO ROOF MEMBER. (2)CS18 OR (2)MSTA24 STUD W/ (12} 10d 2x4 SPF#2 MIN (2) FULL II BLOCKING U 12'-0" WHEN OVERFRAME ALT. TO BOTH H3 ABOVE HEIGHT STUDS II ECESSED IN SLAB i LESS THAN 4'-0" ROOF MEMBER. BETWEEN OVERFRAMING RAFTER NAILS EACH BRACING APPLIED TO AND ROOF MEMBER. SCREWS INTO HEADER PROVIDE A '/2" )�"0 THREADED ROD NAILS AT EA. STUD. I� II )� 0 THREADED ROD II ; ;I PDXIED MIN 4" OR I' ' ; .:. WALL SHEATHING UP 0 THREADED I� PDXIED MIN 4" OR Yz"0x6 TITEN HD II HEADER, OD EPDXIED MIN �j I SIMPSON LTT208 h"0x6 TITEN HD SIMPSON DTT2Z SIMPSON HTT5 7Yz NOTES: 1. SEE FIR`=T LEVEL FRAMING PLAN FOR ANCHOR LOCATIONS. 2, THE EMB=DMENT DEPTHS SHOWN ARE TYPICAL. GREATER EMBEDMENT DEPTHS MAY BE REQUIRED WHERE SHOWN ON PLAN (I.E. AT GARAGE RETURNS) 3. LTT208 ;-1OLD DOWNS ARE ONLY REQUIRED TO BE RECESSED INTO SLAB WHERE FRAMING IS PACKED TIGHT AND PREVENTS INSTALLATION WITHIN THE WALL. LTT20B MAY BE REPLACED WITH DT'"2Z IF THERE IS ADEQUATE ROOM IN THE WALL FOR INSTALLATION 1 BASE ANCHOR DETAIL TYPICAL OVERFRAME RAFTERS, SEE PLAN. CONNECTION CALL OUT I� I.I SIMPSON H3 w/ 10-8d COMMON NOTE NAILS FROM RAFTER TO LEDGER PLACE GABLE END TRUSS 6-10d AND LEDGER TO ROOF MEMBER. (2)CS18 OR (2)MSTA24 THESE STRAPS 2x4 SPF#2 L ROOF SHEATHING MAY BE OMITTED BLOCKING U 12'-0" WHEN OVERFRAME ALT. TO BOTH H3 ABOVE AND BOTTOM CHORDS TO RAFTER LENGTH PRODIDE MTS12 OR CS16 DIRECTLY LESS THAN 4'-0" ROOF MEMBER. BETWEEN OVERFRAMING RAFTER NAILS EACH BRACING APPLIED TO AND ROOF MEMBER. SCREWS INTO HEADER PROVIDE A '/2" TRUSS NAILS AT EA. STUD. �PROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT 2X4 T -BRACE. ONLY Luis A. Pontigo, PE TC, TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. WALL SHEATHING UP USE THIS DETAIL TO FASTEN OVERFRAMED ROOFS, VALLEYS, ETC. DECK LEDGER OVER LEDGER DETAIL TYPICAL 2x4 BLOCKING SDWC15600 0 EA. _ OUTLOOKER STUD SPACING, SEE FRAMING PLAN O$ SCHEDULE. 2x4 BLOCKING AT 48" O.C. BETWEEN GABLE AND FIRST INTERIOR TRUSS. SEE PLAN FOR BA' ANCHOR LOCATION. 13 BALLOON FRAMED WALL DETAIL S0.1 TYPICAL 4-0.131x3" TOENAILS (2 EA. SIDE) 2x4 OUTLOOKER CONNECTION CALL OUT AT 24" O.C. NOTE OUTLOOKER TO TRUSS. PLACE GABLE END TRUSS 6-10d r (2)CS18 OR (2)MSTA24 TO THE INT. FACE OF BALLOON FRAMED WALL STRAP KING POST TO POST BELOW WITH (2)CS18 STRAPS. FASTEN BASE W/ DTT2Z LION ON PLAN L ROOF SHEATHING L6x3'/2 "x'/4 AND FASTEN TRUSS TOP 12'-0" TO BACKSIDE OF WEB. AND BOTTOM CHORDS TO BE LATERALLY SUPPORTED NOT TO 5-12d TOE BALLOON FRAMED WALL ANGLE NAILS EACH BRACING APPLIED TO STUDS w/ 2-0.131X3" SCREWS INTO HEADER PROVIDE A '/2" TRUSS NAILS AT EA. STUD. INIJ UILIAIL UNLY AFFJLIES WHEN NOTED ON PLAN aUK JIUU T DOOR Y4"x3Y2" TAPCON SCREW CONC, CONC. SLAB SLAB ELEV,4TION VIEW ELEVATION VIEW OPTION A OPTION B 14 L JAMB FASTENING DETAIL NOTES: 1. SPACE GABLE END BRACING ® 4'-6" MAX. 2. ALL MATERIAL TO BE SYP#2 ACK STUD �T DOOR S12dN PRE-ENGINEEREDWOOD ROOF TRUSSES. SIMPSON LTT20B RECESSED IN SLAB'w/)�" THREADED ROD EPDXIED 4" / UPLIFT- CONNECTOR DOUBLE TOP PLATE S0.1 TYPICAL TYPICAL TRUSS, SEE PLAN FOR UPLIFT CONNECTOR PORCH BEAM SUPPORT POST -IF 4x4 IS SPECIFIED ON PLAN, MIN. (3)2x4 PT SYP #2 USE (3)2x4 PT SYP#2 SUPPORT. 24" MAX. -IF 6x6 IS SPECIFIED ON PLAN, 12" MIN. USE (3)2x6 PT SYP#2 SUPPORT. RATED WALL SHEATHING w/ 8d ®6" O.C. EDGE &FIELD. -ATTACH PORCH BEAM TO • ` ; ;' SUPPORT POST w/ (2)HTS20. SOLE PLATE o -ATTACH SUPPORT POST TO ANCHOR FOUNDATION WITH HTT5 1 w/ 5/, "Ox6" EMBED EPDXY ROD. U.O.N. SYP#2 PT SOLE PLATE BOX COLUMN MAY BE USED IN LIEU OF 4x4 OR 6x6. WATER PROOFING AT LOWER PORTION OF BOX COLUMN BY BUILDER IF PT MATERIAL IS NOT USED. HIGH UPLIFT TRUSS STRAP PER PLAN BOX COLUMN DETAIL OPTIONAL IF TRUSS REACTION EXCEEDS ROVIDE CRIPPLE STUDS BENEATH TRUSS HEADER DOWN CONNECTION CONNECTION CALL OUT UPLIFT CONNECTOR A OUTLOOKER TO TRUSS. B 6-10d C (2)CS18 OR (2)MSTA24 D STRAP KING POST TO POST BELOW WITH (2)CS18 STRAPS. FASTEN BASE W/ DTT2Z LION ON PLAN COMMONS L6x3'/2 "x'/4 6" 12'-0" TO BACKSIDE OF WEB. 2X6 BE LATERALLY SUPPORTED NOT TO acv LINTEL ANGLE FC p 9\9- �9- ........... BRACING APPLIED TO ATTACHMENT SCREWS INTO HEADER PROVIDE A '/2" BRACE I SEE NOTE 2 FRONT SIDE OF WEBS. 2X4 T -BRACE. ONLY Luis A. Pontigo, PE WALL SHEATHING UP REQUIRED FOR BRACE GABLE END.TRUSS. HEADER, LENGTHS > 8'-0". FLASHING HORIZONTAL TIES 0 24" O.C., VERT. SEE PLAN FASTEN w/10d COMMONS TIES ® 16" O.C.. AT ALL OPENINGS BRICK LINTEL, ® 6" ON -CENTER SEE SCHEDULE PROVIDE3/18"0 WEEP HOLES 0 33" O.C. SYP. BFLOCK IMMEDIATELY ABOVE FLASHING. OF BRICK LINTS n /--GABLE BRACE® EACH END W/ 3-10d TOENAILS a BLOCK TO DBL TOP PLT W/ 2-H2.5T I 0.131x3" TOE NAILS 0 8"O.C. FROM BOT. CHORD OF TRUSS TO DBL. TOP PLATE 2x4x6' SYP#2 LATERAL BRACE EA. 8-lOd X -BRACE w/ 2-16d INTO BOTTOM COMMONS IG LSTA12 0 48" O.C. OR DBL TOP PLT CHORD OF EA. TRUSS. TO GABLE TRUSS BOTTOM CHORD W/ SDWC15600 ® 36" O.C. OMIT IF SHEATHING .OVERLAPS GABLE 12" MIN GABLE END BRACING DETAIL 11 INIJ UILIAIL UNLY AFFJLIES WHEN NOTED ON PLAN aUK JIUU T DOOR Y4"x3Y2" TAPCON SCREW CONC, CONC. SLAB SLAB ELEV,4TION VIEW ELEVATION VIEW OPTION A OPTION B 14 L JAMB FASTENING DETAIL NOTES: 1. SPACE GABLE END BRACING ® 4'-6" MAX. 2. ALL MATERIAL TO BE SYP#2 ACK STUD �T DOOR S12dN PRE-ENGINEEREDWOOD ROOF TRUSSES. SIMPSON LTT20B RECESSED IN SLAB'w/)�" THREADED ROD EPDXIED 4" / UPLIFT- CONNECTOR DOUBLE TOP PLATE S0.1 TYPICAL TYPICAL TRUSS, SEE PLAN FOR UPLIFT CONNECTOR PORCH BEAM SUPPORT POST -IF 4x4 IS SPECIFIED ON PLAN, MIN. (3)2x4 PT SYP #2 USE (3)2x4 PT SYP#2 SUPPORT. 24" MAX. -IF 6x6 IS SPECIFIED ON PLAN, 12" MIN. USE (3)2x6 PT SYP#2 SUPPORT. RATED WALL SHEATHING w/ 8d ®6" O.C. EDGE &FIELD. -ATTACH PORCH BEAM TO • ` ; ;' SUPPORT POST w/ (2)HTS20. SOLE PLATE o -ATTACH SUPPORT POST TO ANCHOR FOUNDATION WITH HTT5 1 w/ 5/, "Ox6" EMBED EPDXY ROD. U.O.N. SYP#2 PT SOLE PLATE BOX COLUMN MAY BE USED IN LIEU OF 4x4 OR 6x6. WATER PROOFING AT LOWER PORTION OF BOX COLUMN BY BUILDER IF PT MATERIAL IS NOT USED. HIGH UPLIFT TRUSS STRAP PER PLAN BOX COLUMN DETAIL OPTIONAL IF TRUSS REACTION EXCEEDS ROVIDE CRIPPLE STUDS BENEATH TRUSS HEADER DOWN CONNECTION CONNECTION CALL OUT UPLIFT CONNECTOR A SDWC15600 0 24" O.C. TOP & BOT B KING TO TOP PLT w/ (2)SDWC15600 C (2)CS18 OR (2)MSTA24 D STRAP KING POST TO POST BELOW WITH (2)CS18 STRAPS. FASTEN BASE W/ DTT2Z LION ON PLAN HIGH UPLIFT STRAPPING THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN MULTIPLE BRACFn TRHRSFS ac INnIreTm Ill TIAIICC QDCr'IC11ATinl.ic PERMANENT TRUSS BRACING DETAIL I Tr -ILIAL SPLICE 2x6 x 5'-0" P.T. SYP NO.2 EXPOSED RAFTER TAIL TO EACH ROOF TRUSS ® 24" O.C. 2x4 P.T. SYP No.2 BLOCKING/CLOSURE FASTEN w/ 3-12d TOE NAILS. RIP 2y DOWN TO REQUIRED DEPTH 15 RAFTER TAIL DETAIL THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN S0.1 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN HEADER UP CONNECTION CONNECTION CALL OUT UPLIFT CONNECTOR (1)DIAGONAL BRACE PER B KING TO TOP PLT w/ (2)SDWC15600 C (2)CS18 OR (2)MSTA24 (4) TRUSSES APPLIED 10'-0" L6x3'/2 "x'/4 6" 12'-0" TO BACKSIDE OF WEB. 16'-0" BE LATERALLY SUPPORTED NOT TO acv LINTEL EXCEED 6 FT. O.C. w/ 2-1/4x3" WD. FC p 9\9- �9- ........... BRACING APPLIED TO ATTACHMENT SCREWS INTO HEADER PROVIDE A '/2" SSIONA�-���', oFF. I SEE NOTE 2 FRONT SIDE OF WEBS. Luis A. Pontigo, PE FL P E#53311 CONTINUOUS LATERAL BRACING, SEE 3. BRICK VENEER ATTACHMENT: HEADER, TRUSS SHOP DRAWING FOR QTY. AND FLASHING HORIZONTAL TIES 0 24" O.C., VERT. SEE PLAN LOCATION. IF MORE THAN (1) LATERAL BRACE IS NEEDED, OVERLAP BRACE TIES ® 16" O.C.. AT ALL OPENINGS BRICK LINTEL, AS SHOWN. SEE SCHEDULE PROVIDE3/18"0 WEEP HOLES 0 33" O.C. SECTION VIEW IMMEDIATELY ABOVE FLASHING. OF BRICK LINTS n PERMANENT TRUSS BRACING DETAIL I Tr -ILIAL SPLICE 2x6 x 5'-0" P.T. SYP NO.2 EXPOSED RAFTER TAIL TO EACH ROOF TRUSS ® 24" O.C. 2x4 P.T. SYP No.2 BLOCKING/CLOSURE FASTEN w/ 3-12d TOE NAILS. RIP 2y DOWN TO REQUIRED DEPTH 15 RAFTER TAIL DETAIL THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN S0.1 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN HEADER UP CONNECTION CONNECTION CALL OUT UPLIFT CONNECTOR A LSTA18 0 24" O.C. (MIN 3 PER HDR) B KING TO TOP PLT w/ (2)SDWC15600 C (2)CS18 OR (2)MSTA24 p STRAP KING POST TO POST BELOW WITH (2)CS18 STRAPS. FASTEN BASE W/ DTT2Z LION ON PLAN SINGLE TRUSS BRACING io I°I lal II II I°I I°I T -BRACE FASTENED TO II WEB w/ 12d ® 6"O.C. I°I T -BRACE TO BE THE II SAME SIZE, SPECIES,°I AND GRADE AS WEB II TO BE BRACED.°I II r_j I°I ` II (o LINTEL DIMENSION MIN. BRG. MAX. SPAN L3'/2 x3'/2 x1/4 4" 6,-0" L4x31/2 `x'/a 6" L5x31/2 "x'/4 6" 10'-0" L6x3'/2 "x'/4 6" 12'-0" L7x3'/2 "x1/4 6" 16'-0" NOTES. BRICK 1. STEEL LINTELS TO BE MINIMAL 36" ,��''���p.• JAS.. \G I `______ VENEER LINTEL MUST HAVE CORROSION RESISTANT COATING OF EPDXY BASED v �' WEATHER 11�� WEATHER PAINT. Na 533 ER 11_------; 2. LINTEL MORE THAN 8'-0". SHOULD STATE OF = I! I!======I BE LATERALLY SUPPORTED NOT TO acv LINTEL EXCEED 6 FT. O.C. w/ 2-1/4x3" WD. FC p 9\9- �9- ........... ATTACHMENT SCREWS INTO HEADER PROVIDE A '/2" SSIONA�-���', oFF. I SEE NOTE 2 VERTICAL SLOTTED HOLE FOR SCREW. Luis A. Pontigo, PE FL P E#53311 3. BRICK VENEER ATTACHMENT: HEADER, FLASHING HORIZONTAL TIES 0 24" O.C., VERT. SEE PLAN TIES ® 16" O.C.. AT ALL OPENINGS BRICK LINTEL, SPACE TIES WITHIN 12" OF OPENINGS. SEE SCHEDULE PROVIDE3/18"0 WEEP HOLES 0 33" O.C. SECTION VIEW IMMEDIATELY ABOVE FLASHING. OF BRICK LINTS BRICK NOTES AND LINTEL SCHEDULE TYPICAL BRACING NOTES AND SPECIFICAMON 1.)ALL BRACING LUMBER SHOWN, EXEPT FOR T -BRACE SHALL BE 1x4 SYP#3 OR BETTER OR 2x4 SPF#2 OR BETTER. (LION) 2.)BRACING LUMBER SHALL INTERSECT THE WEB OF THE BRACED TRUSS, PER DELEGATED TRUSS ENGINEER. 3.)PERMANENT PERMANENT BRACING WHERE NOTED ON TRUSS MFR. SHOP DRAWINGS. THE CONTRACTOR SHALL PROVIDE 1x4 SYP#3 OR BETTER BOTTOM CHORD BRACING PERPENDICULAR TO TRUSS BOTTOM CHORDS AND ATTACHED TO EACH TRUS WITH 2-8d COMMON NAILS. AT GABLE END WALLS PROVIDE DIAGONALS AT END WALLS PROVIDE DIAGONALS (APPROXIMATELY 45%) TO THE ADJACENT EXTERIOR PERPENDICULAR WALL BETWEEN EACH LINE OF BRACING TO FORM A ZIGZAG PATTERN ALL CONSTRUCTED OF THE SAME BRACING MATERIAL. THIS REQUIRMENT IS NOT NECESSARY AT HIP ROOFS. ALSO ALONG EXTERIOR WALLS PARALLEL TO BOTTOM CHORD BRACING PROVIDE DIAGONALS IN THE END SPACE BETWEEN THE WALL AND THE FIRST LINE OF BOTTOM CHORD BRACING AT A MAXIMUM SPACING OF 20 FEET. OFFICE COPY Lou Pontigo and Associates, Inc. 4745 Sutton Park Ct. #204 Jacksonville. F1.32224 Ph: 904-242-0908 FL: CA # 8344 P O N T ,��''���p.• JAS.. \G v �' Na 533 STATE OF = N acv FC p 9\9- �9- ........... SSIONA�-���', oFF. 111111-111n11N Luis A. Pontigo, PE FL P E#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 5 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO a ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES - TYPICAL FRAMING DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ` ARCHITECTURAL DRAWINGS OR \ CONTACT THE E.O.R. LPA JOB NUMBER NLiM6ER BROW -19-00510 DRAWN/DESIGN/CHECK WAC CMJ / LAP DATE 09.11.19 SQUARE FOOTAGE 7558 SHEET 50.1 SHEET 20F g DROPPED HEADER, CRIPPLE TO TOP PLATE: (1)SDWG15600 ® 24" OC TOP AND BOTTOM RAISED HEADER TO TOP PLATE: (1)CS18 0 24" OC (WRAP OVER TOP PLATE) **NOT REQ'D AT GABLE ENDS OR OPENINGS LESS THAN 24"** (1)SDWC15600 0 32" OC KING STUD TO TOP PLATE: (1)SDWC15600 (LION ON PLAN) **NOT REQ'D AT GABLE ENDS Q$ OPENINGS LESS THAN 48"** HEADER TO JACK STUDS: (1)CS18 W/ (9)10d EACH END - OR (1)MSTA24 (UON ON PLAN) 2ND LEVEL STUDS TO 1ST LEVEL STUDS: (1)CS18 0 32" OC. INSTALL PER 4/SO.2 2ND LEVEL KING STUD TO IST LEVEL WALL FRAMING: (1)CS18 0 32" OC. INSTALL PER 4/SO.2- **NOT REQUIRED AT GABLE ENDS QR OPENINGS LESS THAN 48" OR BELOW HEADER W/ JACK TRUSSES LESS THAN 6'-0" BEARING TO BEARING** 1ST LEVEL STUDS TO PT SOLE PLATE: (1)SDWC15600 @ 32" OC. ALIGN W/_ CS18 ABOVE. INSTALL SOLE PLATE ANCHORS PER 3/SO.0 ROOF FRAMING NOT SHOWN FOR CLARITY TYPICAL INTERIOR ZONE HEADER PER PLAN HEADER PER PLAN ROUGH OPENING HEADER TO JACK STUDS: (1)CS18 W/ (9)10d EACH END OR (1)MSTA24 (LION ON PLAN) NOTES: 1, TYPICAL FRAMING CONNECTIONS NOT SHOWN FOR CLARITY. SEE 2/SO.0 WALL STRAPPING DETAIL THIS DETAIL ONLY APPLES WHEN NOTED ON PLAN STEEL FABRICATOR SHALL PROVIDE 3/6"0 HOLES IN TOP AND BOT. FLANGE OF STEEL BEAM WALL STRAPPING PER PLAN EXTERIOR WALL _\ FRAMING PER PLAN PROVIDE SOLID 2x_ SYP#2 CUT TO FIT INSIDE BEAM FLANGES AS SHOWN. FASTEN FLOOR SOLID BLOCKING TO STEEL BEAM w/ 2-5/"0 A325@ 16" SHEATHINGBETWEEN TRUSSES AND I O.C. STAGGERED THRU BOLTS w/ BELOW WALL ABOVE ( WASHERS. I 1 ROOF SEE ARCH SHEATHING FOR ROLL UP SHADE TRUSS PER STEEL BEAMVTRUSS PER PLAN PER PLAN PLAN PORCH CEILING 2x_ SYP#2 PLATE RIPPED TO MATCH SHEATHING WIDTH OF STEEL BEAM. FASTEN w/(2) ROWS OF %-0 CARRIAGE BOLTS ® 12" O.C. STAGGERED. STEEL BEAM SECTION AT INTERIOR SCALE: 3/4" = 1'-0" (2)SDWC15600 KING STUDS, SEE PLAN - JACK STUDS, SEE PLAN - (2)2x STUD CORNER- GARAGE P.T. SOLE PLATE FLOOR SOLE PLATE THICKENED SLAB EDGE ANCHOR AT GARAGE OPENING. .a GARAGE WING WALL ELEVATION H TT5 W/ %" THREADED ROD EPDXIED 12" SOLE PLATE ANCHOR SDWC15600 OVERLAP SIDEWALL TOP AND BOT TOP PLATE @ 32" OC GARAGE QR OPENINGS LESS THAN 24"** 3k 09L 2ND LEVEL TOP PLATE ELEV I w� 2ND LEVEL STUD TO TOP PLATE:�- 2ND LEVEL END WALL (1)SDWC15600 @32" OC HEADER KING STUD TO TOP PLATE: ALWAYS PLACE **NOT REQ'D AT GABLE ENDS HEADER AT TYPICAL EDGE HEADER TO JACK STUDS, _ (1)CS18 W/ (9)10d EACH ENDS ZONE PROVIDE MIN. DOUBLE TOP OF ROUGH STUDS AT EACH END OF (2)MSTA24 SHEARWALLS AND END OF OPENING WALL SEGMENTS LOCATED IN 2ND LEVEL STUD TO SOLE PAT HTT5 w/ - (1)SDWC15600 0 32" OC � 2ND LEVEL END STUDS TO 1ST LEVEL THREADED ROD STUDS: EPDXIED 12" (2)CS18 CSD 32" OC. INSTALL PER 4/SO.2 GARAGE P.T. SOLE PLATE FLOOR SOLE PLATE THICKENED SLAB EDGE ANCHOR AT GARAGE OPENING. .a GARAGE WING WALL ELEVATION H TT5 W/ %" THREADED ROD EPDXIED 12" SOLE PLATE ANCHOR STEEL BEAM PER PLAN • e e (4)Y2" THRU TRUSS PER BC PLAN RGOF FRAMING NOT SHOWN FOR CLARITY CS18 0 32" OC. FASTEN W/ (9)10d TO WALL STUDS AND DROPPED HEADER, CRIPPLE TO TOP PLA (1)'3DWC15600 0 24" OC TOP AND BOTTOM � 2ND LEVEL RAISED HEADER TO TOP PLATE: TO BEAM (1)CS18 @ 24" OC (WRAP OVER TOP PLATE) **NOT REQ'D AT GABLE ENDS QR OPENINGS LESS THAN 24"** 3k 09L 2ND LEVEL TOP PLATE ELEV I w� 2ND LEVEL STUD TO TOP PLATE:�- 2ND LEVEL END WALL (1)SDWC15600 @32" OC STUDS TO TOP PLATE: (2)SDWC15600 KING STUD TO TOP PLATE: (1)SDWC15600 (UON ON PLAN) **NOT REQ'D AT GABLE ENDS Q9. OPENINGS LESS THAN 48"** TYPICAL EDGE HEADER TO JACK STUDS, _ (1)CS18 W/ (9)10d EACH ENDS ZONE PROVIDE MIN. DOUBLE OR (1)MSTA24 (LION ON PLAN) STUDS AT EACH END OF TRUSSES SHEARWALLS AND END OF WALL SEGMENTS LOCATED IN 2ND LEVEL STUD TO SOLE PAT EDGE ZONE - (1)SDWC15600 0 32" OC � 2ND LEVEL END STUDS TO 1ST LEVEL _ STUDS: (2)CS18 CSD 32" OC. INSTALL PER 4/SO.2 2ND LEVEL SOLE PLATE TO TRUSS: IN CLEAR SPAN Y4N3Y2" LAG SCREW WITH ROUND -� WASHER AT EACH FLOOR TRUSS co n KING STUD TO SOLE PLATE, OIL 1ST LEVEL TOP PLATE ELEV (2)SDWC15600 **NOT REQUIRED AT GABLE ENDS QR OPENINGS LESS THAN 48" QE BELOW 1ST LEVEL END WALL STUDS HEADER W/ JACK TRUSSES LESS THAN TO PT SOLE PLATE: 6'-0" BEARING TO BEARING** (2)SDWC15600 IST LEVEL INSTALL SOLE PLATE I ANCHORS PER 3/SO.0 2ND LEVEL STUD TO SOLE PIATF:_,___� WALL FRAMING (1)SDWC15600 O 32" OC IF 2ND LEVEL STUDS DO 2ND LEVEL SOLE PLATE TO TRUSS: NOT ALIGN W/ 1ST LEVEL ZZ Y4"x3Y2" LAG SCREW WITH ROUND STUDS. ADD STUD OR 2x10 WASHER AT @ 24" OC BLOCKING FASTENED EACH END W/ (8)10d EACH END - CS18 STEEL BEAM PER PLAN • e e (4)Y2" THRU TRUSS PER BC PLAN RGOF FRAMING NOT SHOWN FOR CLARITY CS18 0 32" OC. FASTEN W/ (9)10d TO WALL STUDS AND 1ST LEVEL TOP PLATE ELEV GIRDER TRUSS OR BEAM PARALLEL TO WALL ABOVE WALL STRAPPING DETAIL S0. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN WOOD TRUSS PER PLAN (4))�" THRU Y4" STEEL BOLTS Y4" STEEL "END" PLATE "END" PLATE SECTION VIEW ELEVATIC)N VIEW TRUSS CONNECTION DETAIL SCALE: 3/4" = 1'-0" e STEEL BEAM, SEE PLAN N SET STEEL BEAM DIRECTLY ON POST (NO PLATES) FILLET WELD R Y4"x3"x10" EA. SIDE OF - POST w/ (2) %"o THRU BOLTS (TYP) POST, SEE PLAN STEEL BEAM TO POST DETAIL SCALE: 3/4" = 1'-0" GOAL POST. FASTEN TO STUD - PACK WITH 2 -ROWS OF 16d RING SHANK NAILS © 12" O.C. i ATTACH GARAGE DOOR THRU UPRIGHT BUCK DIRECTLY INTO j- STUD PACK, PER GARAGE DOOR / SUPPLIER 1 HTT5 w/ " THREADED ROD EPDXIED 12" GARAGE WING WALL SECTION SECTION A -A (3)ROWS OF 16d CSD 9" O.C. (2)2x12 PLATES BEAM SEE PLAN WALL SHEATHINI (2)ROWS OF SIMPSOI SDWC15600 SCREWS C 8" 0. C. DOUBLE TOP PLATE. CRIPPLE STUDS ® 16" O.C. FASTEN TOP & BOT. w/ (3)10d TOENAILS. FLOOR SHEATHING FLOOR TRUSS PER PLAN OSB BLOCKING PANEL OR (2)2x12 MINIMUM PLANK FULL DEPTH BLOCKING ORIENTED HEADER OVER BETWEEN TRUSSES WHERE SLIDING GLASS DOOR, FASTEN REQUIRED ON PLAN EACH EACH END W/(1)A35 8 HEADER SECTION S0.2 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN DETAIL MING I FRAMING 8d ® 3" BEAM SEE BEAM SEE PLAN PLAN OPTION A TION STRAPPING OVERLAP SHEATHING FLUSH BEAM CONDITION IMPORTANT NO ROUGH OPENINGS LOCATED ON EXTERIOR WALLS OR INTERIOR WALLS WITH ROOF BEARING MAY REQUIRE ADDITIONAL UPLIFT CONNECTORS AS SPECIFIED PER 8/SO.0. 1 WALL STRAPPING DETAIL THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN WALL FRAMING PER PLAN SLOPE _ ROOF SHEATHING I I I I OSB CEILING SHEATHING, SEE 2/SO.1 WALL STRAPPING OR FASTENING PER PLAN WALL FRAMING PER PLAN 4 2ND LEVEL TOP PLATE ELEV 2ND LEVEL END LENGTH. FASTEN TO BEAM THIS END w/ (9)10d. �J 1 I w� w J cv o �(9)10d (NO FASTENERS REQD NO NAILS REQUIRED FLOOR I IN CLEAR SPAN, TRUSSES Luis A. Pontigo, PE I OR JOIST. IN CLEAR SPAN co n z w(D I 2ND LEVEL END WALL IST LEVEL --- I I J WALL FRAMING ozz F CS18 STRAP w/ 11" END LENGTH. FASTEN THIS END w/ (9)10d. - CS18 (PLAN DESIGNATION) STUDS TO TOP PLATE: o = o PICIAL INTERIOR HEADER PER PLAN TYPICAL EDGE (2)SDWC15600 I �N z ZONE ZONEFLOOR I J PROVIDE MIN. DOUBLE FRAMING I FLOOR FRAMING vwi 3 Ln ROUGH OPENING STUDS AT EACH END OF SHEARWALLS AND END OF I WALL SEGMENTS LOCATED IN I z EDGE ZONE (TYP) STUDS TO TOP PLATE BEAM SEE I BEAM SEE PLAN PLAN 8d 0 3" 2ND LEVEL END WALL STUDS TO SOLE PLATE• OPTION A OPTION (2)SDWC15600 CONVENTIONAL STRAPPING OVERLAP SHEATHING DROPPED BEAM CONDITION 2x6 BLOCKING BETWEEN EACH TRUSS. FASTEN EACH END wA4)100 TOENAILS. CS18 0 32" OC. n 1ST LEVEL TOP PLATE ELEV I FASTEN W/ (9)10d - - TO WALL STUDS TRUSSES PERPENDICULAR TO WALL ABOVE AND (9)10d TO BEAM z 2ND LEVEL END WALL STUDS TO SOLF PI ATF- I d - (2)SDWC15600 FLOOR I FLOOR 1ST LEVEL TOP PLATE ELEV GIRDER TRUSS OR BEAM PARALLEL TO WALL ABOVE WALL STRAPPING DETAIL S0. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN WOOD TRUSS PER PLAN (4))�" THRU Y4" STEEL BOLTS Y4" STEEL "END" PLATE "END" PLATE SECTION VIEW ELEVATIC)N VIEW TRUSS CONNECTION DETAIL SCALE: 3/4" = 1'-0" e STEEL BEAM, SEE PLAN N SET STEEL BEAM DIRECTLY ON POST (NO PLATES) FILLET WELD R Y4"x3"x10" EA. SIDE OF - POST w/ (2) %"o THRU BOLTS (TYP) POST, SEE PLAN STEEL BEAM TO POST DETAIL SCALE: 3/4" = 1'-0" GOAL POST. FASTEN TO STUD - PACK WITH 2 -ROWS OF 16d RING SHANK NAILS © 12" O.C. i ATTACH GARAGE DOOR THRU UPRIGHT BUCK DIRECTLY INTO j- STUD PACK, PER GARAGE DOOR / SUPPLIER 1 HTT5 w/ " THREADED ROD EPDXIED 12" GARAGE WING WALL SECTION SECTION A -A (3)ROWS OF 16d CSD 9" O.C. (2)2x12 PLATES BEAM SEE PLAN WALL SHEATHINI (2)ROWS OF SIMPSOI SDWC15600 SCREWS C 8" 0. C. DOUBLE TOP PLATE. CRIPPLE STUDS ® 16" O.C. FASTEN TOP & BOT. w/ (3)10d TOENAILS. FLOOR SHEATHING FLOOR TRUSS PER PLAN OSB BLOCKING PANEL OR (2)2x12 MINIMUM PLANK FULL DEPTH BLOCKING ORIENTED HEADER OVER BETWEEN TRUSSES WHERE SLIDING GLASS DOOR, FASTEN REQUIRED ON PLAN EACH EACH END W/(1)A35 8 HEADER SECTION S0.2 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN DETAIL MING I FRAMING 8d ® 3" BEAM SEE BEAM SEE PLAN PLAN OPTION A TION STRAPPING OVERLAP SHEATHING FLUSH BEAM CONDITION IMPORTANT NO ROUGH OPENINGS LOCATED ON EXTERIOR WALLS OR INTERIOR WALLS WITH ROOF BEARING MAY REQUIRE ADDITIONAL UPLIFT CONNECTORS AS SPECIFIED PER 8/SO.0. 1 WALL STRAPPING DETAIL THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN WALL FRAMING PER PLAN SLOPE _ ROOF SHEATHING I I I I OSB CEILING SHEATHING, SEE 2/SO.1 WALL STRAPPING OR FASTENING PER PLAN WALL FRAMING PER PLAN 4 CS18 STRAP w/ 11" 2ND LEVEL END LENGTH. FASTEN WALL FRAMING THIS END w/ (9)10d. �J 1 I w� w J cv o NO NAILS REQUIRED FLOOR I IN CLEAR SPAN, TRUSSES Luis A. Pontigo, PE I OR JOIST. I z w(D I z IST LEVEL I J WALL FRAMING CS18 STRAP w/ 11" END LENGTH. FASTEN THIS END w/ (9)10d. - CS18 (PLAN DESIGNATION) CS STRAPPING DETAIL S0. THIS DETAIL ONLY APPLES WHEN NOTED ON PLAN CONTRACTOR MAY USE A 1Y4" TIMBERSTRAND RIM BOARD AS AN ALTERNATE TO THE OSB BLOCKING PANEL. FASTEN TO FRAMING ALL AROUND w/8 -12d TOENAILS. ROOF SHEATHING, ROOF TRUSS SEE SPECIFICATIONS. 3" MAX GAP 7/I6" OSB PANEL FASTEN PERIMETER WITI- 8d COMS 0 4" O.0 SPF#2 ALL AROUND. FASTEN TO TRUSSES AND TOP PLATE WITH 10d COMMONS ® 4" O.C. OSB ROOF BLOCKING PANEL DETAIL i� GARAGE HEADER AND WING WALL FRAMING DETAIL TYPICAL OFFICE COPY Lou Pontigo and Associates, Inc. 4745 Sutton Park Ct. #204 Jacksonville, FI. 32224 Ph: 904-242-0908 FL: CA # 8344 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONT GO 5 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO a ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. TYPICAL FRAMING DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION 15 UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR \` CONTACT THE E.O.R. TA)B NUNIBER BROW -19-00510 DRAWN/DESIGN/CHECK WAC CMJ / LAP DATE 09.11.19 SQUARE FOOTAGE 7558 SHEET 50.2 SHEET �F 9 NSE UD �J 1 M cv o I 410 N P' uruenn% Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONT GO 5 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO a ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. TYPICAL FRAMING DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION 15 UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR \` CONTACT THE E.O.R. TA)B NUNIBER BROW -19-00510 DRAWN/DESIGN/CHECK WAC CMJ / LAP DATE 09.11.19 SQUARE FOOTAGE 7558 SHEET 50.2 SHEET �F 9 4 f Lou Pontigo and Associates, Inc. 4745 Sutton Park Ct. #204 Jacksonville. FI. 32224 Ph: 904-242-0908 FL: CA # 8344 Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS, ANY FIELD ALTERATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. 1� FOUNDATION DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS, IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR \ CONTACT THE E.O.R. LPA J06 NUM6ER BROW -19-00510 DRAWN/DESIGN/CHECK WAC CMJ / LAP DATE 09.11.19 SQUARE FOOTAGE 7558 SHEET S0.3 SHEET 4OF 9 Lou Ponti-o and Associates, Inc. 4745 Sutton Park Ct. #204 Jacksonville, FI. 32224 Ph: 904-242-0908 FL: CA # 8344 nmrml No 53311 M STATE N FL O 9 SS 10 N Luis A. Ponti ,o, PE FL PE#53311 REVISIONS DATE --1/ FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS, ANY FIELD ALTERATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. FOUNDATION PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R LPA JOB NUMGER BROW -19-00510 DRAWN/DESIGN/CHECK WAC CMJ / LAP DATE 09.11.19 SQUARE FOOTAGE 7558 SHEET S1.0 SHEET JOF 9 S W: 3/6 IC I 3 2x6 I �� POST I WILLJ I i p �- (2)2x12-2/2 O I Q Q _ __ Q - QI OQI 5Y4x5Y4 PARALLAM ~I PSL POST j (2)2x6 POST BEAM BM1 ABOVE W 01 m SW: 3/6 d 0 I OSB WALL SHEATHING. U)I FASTEN SW TOP AND cn BOTTOM PER 6/S0.1 D_ I i ddI (4)2x6 i (3)2x6 POST POST BEAM BM2 ABOVE _ I � ( M I OSB WALL SHEATHING. FASTEN SW TOP AND I BOTTOM PER 6/S0.1 j I GARAGE HEADER LVL -2/3 - FRAME WALL FRAME WALL PER 11 /SO.2 PER 11 /SO.2 T x N 3 PC I OI C) (3)2x6 oil POST, - -_--2 (3)2x6 POST W1 2x 5 I STEEL BEAM TO 6x6 5 SO.2 I POST PER DETAIL SO.2 6/SO.2 (TYP) 2x W Im � m SEE 7SO.1 FOR 6x6 PT SYP#2 POST. / TRUSS TO BEAM Q Q I FASTEN BOTTOM PER CONNECTION 2/SO.1 (TYP) Pr] N I cV J J IV- � _ a I(A Lo 2x10 BOX BEAM ABOVE � [if� I 2x10 BOX BEAM ABOVE HEADER, SEE 8/SO.2. HEADER, SEE 8/SO.2. FASTEN EA. END w/A35 FASTEN EA. END w/A35 ANGLE TOP AND BOT, ANGLE TOP AND BOT. rI L5)/4 x 5)1/4(PARALLAM PSL POST w/ABU66; w/%" ROD EXROXIED' 12" ii I1 I + I I I I + I I I I I I f I L I r II DO- D, W. + I I I + i I II + I I I + it 6x6 SYP#2 POST W ABU66 w/ %" ROD EXPDXIED 12" (2)2x6 POST 41 SO.2 5Y4 x 5Y4 PARALLAM PSL POST w/ABU66 w/5/8" ROD EXPDXIED 12" l� I I 6x6 SYP#21 POST. DIRECTLY BELOW POST ABOVE. w/ABU66 w/ 5/8" ROD (3)2X6 POST. EXPDXIED 12" DIRECTLY BELOW POST ABOVE. STRAP HEADER PER 7/S0. 6x6 SYP#2 :)OST. DIRECTLY BELOW iPOST \ \ ABOVE. w/AqU 6 wvv { 5/g" OEC jE�XpC ra > \� ✓ALL I Iv-11VIII NlJ 1 LAN SCALE: Y4"=1'-0" POST w/ABU66 w/5,8" ROD EXPDXIED 12" (2)2x6 SPF#2 @ 8" O.C. FULL HEIGHT WALL. O� 00 (V = � W Q_ = V) J X1) cV N ._ , VERY IMPORTANT NOTE: +6' INSTALL (4)PLY SYP#2 TOP ,5� PLATES. FASTEN PLATES w/(2) /5�4,� ROWS %4" SDS SCREWS @ 12" �y 0. C. OC, 0 WALL FRAMING LEGEND - --- BEAM OR PRE-ENGINEERED TRUSS SIMPSON LTT20B SEE DETAIL 12/S0.1 • SIMPSON DTT2Z SEE DETAIL 12/SO.1 SIMPSON HTT5 SEE DETAIL 12/SO.1 "DASHED LINE" DESIGNATES SIDE OF WALL 7/6" OSB SHEATHING SHALL BE APPLIED. "3/6" INDICATES TO FASTEN Lou P o n t i 3 o and OSB SHEATHING TO WALL STUDS W/ Associates, Inc. 8d COMMONS @ 3" OC EDGE & 6" OC --- FIELD. "PLAN DIMENSION" DESIGNATES 4745 Sutton Park Ct. #20 SW. 3/6 SHEARWALL EXTENTS Jacksonville, F1. 32224 Ph: 904-242-0908 SEE DETAIL 6/S0.1 FOR ADDITIONAL FL: CA # 8344 FASTENERS AT SHEARWALL HEADER OVER ROUGH OPENING # OF WOOD PLY'S -V INTERIOR x # OF JACK/KING STUDS 2x6 SPF#2 @ 16" O.C. Q 2x4 SPF#2 @ 12" O.C. Luis A. P o n t i 3 o, PE F L P E# 5 3 3 1 1 REVISIONS DATE SIZE OF PLY'S 1. SEE WALL STUD SCHEDULE ABOVE FOR TYPICAL WALL STUD SIZES AND SPACING. MINIMUM STUD SIZE AND SPACING ARE SHOWN ON PLAN. CONTRACTOR MAY INCREASE STUD SIZE TO MEET ARCHITECTURAL REQUIREMENTS. WALL STUDS SPECIFIED ON PLAN SUPERSEDE THE WALL STUD SCHEDULE. WALL STUD SCHEDULE LOCATION PLATE HEIGHT STUD SIZE & SPACING 2. USE SINGLE PT SYP#2 FOR SOLE PLATE. USE DOUBLE SYP#2 FOR TO PLATE. USE SPF#2 FOR WALL STUD FRAMING PER SCHEDULE ABOVE (UON ON PLAN). USE SYP#2 FOR HEADERS (UON ON PLAN). EXTERIOR 9,-1, 2x4 SPF#2 @ 16" O.C. 3. WHERE BEAMS, HEADERS, POST, AND STUD GROUPS CONSIST OF MULTIPLE PLIES, FASTEN PLIES TOGETHER PER DETAIL 6/SO.0 PONTIGO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD H CH MAY VARY FROM THE MODIFICA,IN ENIONST OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY MAX 4. AT GIRDERS AND BEAMS, PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER # PLY S. BEING APPROVED BY LOU PONTIGO a ASSOCIATES MAY RESULT IN ADDITIONAL_ ENGINEERING OR (UON ON PLAN) EXTERIOR 10'-1 2x6 SPF#2 @ 16" O.C. QC. MAX 2x4 SPF#2 @ 12" O.C. EXTERIOR 10'-1 TO 14'-0" MAX 2x6 SPF#2 @ 16" O.C. INTERIOR 1-0 IMAX' 2x4 SPF#2 @ 16" O.C. -V INTERIOR 12'-0" MAX 2x6 SPF#2 @ 16" O.C. Q 2x4 SPF#2 @ 12" O.C. Luis A. P o n t i 3 o, PE F L P E# 5 3 3 1 1 REVISIONS DATE WALL FRAMING NOTES 1. SEE WALL STUD SCHEDULE ABOVE FOR TYPICAL WALL STUD SIZES AND SPACING. MINIMUM STUD SIZE AND SPACING ARE SHOWN ON PLAN. CONTRACTOR MAY INCREASE STUD SIZE TO MEET ARCHITECTURAL REQUIREMENTS. WALL STUDS SPECIFIED ON PLAN SUPERSEDE THE WALL STUD SCHEDULE. 2. USE SINGLE PT SYP#2 FOR SOLE PLATE. USE DOUBLE SYP#2 FOR TO PLATE. USE SPF#2 FOR WALL STUD FRAMING PER SCHEDULE ABOVE (UON ON PLAN). USE SYP#2 FOR HEADERS (UON ON PLAN). FIELD ALTERATION USE SPF#2 FOR ALL POST (LION ON PLAN). CONTRACTOR SHALL CONTACT LOU 3. WHERE BEAMS, HEADERS, POST, AND STUD GROUPS CONSIST OF MULTIPLE PLIES, FASTEN PLIES TOGETHER PER DETAIL 6/SO.0 PONTIGO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD H CH MAY VARY FROM THE MODIFICA,IN ENIONST OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERATIONS MADE PRIOR TO 4. AT GIRDERS AND BEAMS, PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER # PLY S. BEING APPROVED BY LOU PONTIGO a ASSOCIATES MAY RESULT IN ADDITIONAL_ ENGINEERING OR (UON ON PLAN) INSPECTION FEES. 5. PROVIDE SOLID BEARING BLOCKS WITHIN FLOOR SYSTEM BELOW ALL POST AND JACK/KING STUDS OVER ONE PLY. 6. ATTACH EXTERIOR WALLS THAT TERMINATE BETWEEN TRUSSES PER DETAIL 5A/S0.1 7. APPLY DETAIL 8/S0.0 AT ALL EXTERIOR WALLS OR INTERIOR WALLS WITH ROOF BEARING. (NOT REO'D WHEN DETAIL 1 OR 2/SO 2 ARE SPECIFIED ON PLAN) 9. AT INTERIOR WALLS W/ FLOOR BEARING ONLY, FASTEN SOLE PLATE TO CONCRETE SLAB W/ 16d MASONRY CUT NAILS @ 16" OC 10. AT INTERIOR WALLS WITH ROOF BEARING, FASTEN SOLE PLATE WITH ANCHOR BOLTS PER DETAIL 3/SO.0. AT EXTERIOR WALLS, FASTEN SOLE PLATE WITH ANCHOR BOLTS PER DETAIL 3/SO.0 WALL SHEATHING NOTES 1. SEE "MATERIAL SPECIFICATIONS" ON SO.O FOR FLOOR, ROOF, WALL AND PORCH CEILING SHEATHING SPECIFICATIONS. 2. HORIZONTAL BLOCKING AT WALL SHEATHING SPLICING JOINTS IS ONLY REQUIRED AT SHEARWALLS AND STUCCO FINISH. 3. ALL TWO STORY EXTERIOR WALLS SHALL BE SHEATHED CONTINUOUS FROM 1ST LEVEL SOLE PLATE TO 2ND LEVEL UPPER MOST TOP PLATE. SPLICE WALL SHEATHING AT FLOOR FRAMING PER DETAIL 1 /S0.1 (UON ON PLAN) 4. ALL ONE STORY EXTERIOR WALLS SHALL BE SHEATHED CONTINUOUS FROM 1ST LEVEL SOLE PLATE TO UPPER MOST TOP PLATE. d U.j Q LL z 0-% 7 z �Q 2 Lu Lf) mw jU� wZ0 Lf) QC) m J F. O 0LnQ N IST LEVEL WALL FRAMING PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS, IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. LPA JOB NUMBER G ROW -19-00510 DRAWN/DESIGN/CHECK WAC/ CMJ / LAP DATE 09.11.19 SQUARE FOOTAGE 7558 SHEET S1.1 SHEET 60F 9 1 5 S0.0 Q 5� r So.o Q Q <�j A02(9 (4)HTS16 co (4)HTS16 \ N nN N N N N N N BM2CD N N N N N N N N N N N N _ _ _ _ _ _ _ _ _ _ i 0 i �0 rn CD r N A13(5) m m Q Q Q a Q 5 Q a 50.0 04 N r O N Q HUC26-2 S02 HUC26-2 LL HUC26-2 -r IIA 1`1�� I'1- �/„1 FL04 U_ E S01 HUC26-2 M 0 UD (2)HTS16 ,' , " 5 - SOLID BLOCKING , f i .r j J� U. i' �I BETWEEN TRUSSES, / it ,1 5 P// / SEE 5 S0.2 SEE 7 / S0.1 FOR TRUSS z /S0.2 .,/ � ,\ TO BEAM CONNECTION; f ,' R H C I LI G SH ATH PER SPECS. FASTEN i' FRAMING PER 2/S0.1 r• UPSIDE Dowty �'�1�A\ , (2)CS16 I\�/ (2)cS16 /, HHUS7.2\10 STRAPS / % f� \' .cd N \ CO f / l � '� T I -- V! N o . �6 . - wN - - - _� (2)CS16 __.. _ _ _ _ _ _.._ � � U) _ 3 STRAPS - - --- ----- _ _____�___ (2),C 16: STRAPS L06( f BM -B C,-:3 cl U f i i I i' i BLOCKING PANEL EVERY OTHER TRUSS BAY, SEE 5E/S0.1 (2)HTS1.6 N I 9 o So.2 9 I N So.2 N N � p I�/\ N � Q' O � N (2)HTS16 - , OSB BLOCKING PANEL EVERY OTHER TRUSS 7Q BAY, SEE 5E/S0.1 (2)HTS16 S0.1 (2)HTS16 ro 24 DEEP STRUCT. FASCIA. 1 (2)HTS16 FASTEN TO TRUSS so.1 w/(2)A35 EA ANGLE 16K* v� (2)2x12 SYP#2 BLOCKING FL38 BETWEEN TRUSSES BELOW L210- J�� 'iNALL ABOVE. FASTEN EA. END w/(5)10d TOENAILS AND (1)A35 ANGLE ti �Jti6 AGO 5 S0.0 24" DEEP STRUCT. FASCIA. FASTEN TO TRUSS---' w/(2)A35 EA ANGLE h '�� (2)HTS16 �6, co J U_ U O J ao N = � W O_ _ J J XD N 00 r W M G (2)2x6 SPF#2 @ 8" O.C. FULL HEIGHT WALL. SET UPPER WALL DIRECTLY ON TOP OF (4)2x6 PLATES BELOW. (DO NOT BUILD KNEEWALL ® FLOOR SYSTEM.) � 0 5 G S0.0 �P \. Products }` PlotlD Length Product 9 , 9 Plies Net Qty Si i'; OSB BLOCKING PANEL BM -A 22' 0" onCENTERO LVL 2.0E 1 3/4" x 24" 4 4 EVERY OTHER TRUSS BAY, BM -B 26' 0" onCENTERO LVL 2.0E 1 3/4" x 24" 4 4 \' SEE \ 5E/S0.1 BM -D 14' 0" onCENTER@ LVL 2.0E 1 3/4 x 11 1/4 3 3 \ BM1 34'011 onCENTERO LVL 2.0E 1 3/4" x 24" 3 3 BM2 26' " 0onCENTERO LVL 2.0E 1 3/4" x 24" 3 PORCH CEILING SHEATHING 3 PER SPECS. FASTEN TO BM3 1410" onCENTERO LVL 2.0E 1 3/4" x 11 1/4" 2 2 FRAMING PER 2/S0.1 BM3A 14' 0" onCENTERO LVL 2.0E 1 3/4" x 11 1/4" 2 2 BM4 81011 onCENTERO LVL 2.0E 1 3/4" x 24" 2 2 OSB BLOCKING R131 221011 onCENTERO LVL 2.0E 1 3/4" x 24" 1 1 PANEL, SEE 5E/S0.1 RB4 6' 0" onCENTERO LVL 2.0E 1 3/4"" x 24 1 1 RB5 61011 onCENTERO LVL 2.0E 1 3/4" x 24" 1 1 IST LEVEL ROOF AND 2ND LEVEL FLOOR FRAMING PLAN SCALE: )/4"=1'-0" Truss Connector Total List Manuf Product Qty Simpson HGUS26-2 7 Simpson HGUS28-2 3 Simpson ji IT'- o HTU26 117 Luis A. Pontigo, PE HUC26-2 4 SUL210-2 17 S U R210-2 7 Lf� CD CD 00 I Q QQ (2)HTs16JI i n N (4)HTS16 N N BM1 (2)HTS16 M N N N N N N N _ i CD C� F( )FJ L02( BM4 (4)HTS16 co (4)HTS16 \ N nN N N N N N N BM2CD N N N N N N N N N N N N _ _ _ _ _ _ _ _ _ _ i 0 i �0 rn CD r N A13(5) m m Q Q Q a Q 5 Q a 50.0 04 N r O N Q HUC26-2 S02 HUC26-2 LL HUC26-2 -r IIA 1`1�� I'1- �/„1 FL04 U_ E S01 HUC26-2 M 0 UD (2)HTS16 ,' , " 5 - SOLID BLOCKING , f i .r j J� U. i' �I BETWEEN TRUSSES, / it ,1 5 P// / SEE 5 S0.2 SEE 7 / S0.1 FOR TRUSS z /S0.2 .,/ � ,\ TO BEAM CONNECTION; f ,' R H C I LI G SH ATH PER SPECS. FASTEN i' FRAMING PER 2/S0.1 r• UPSIDE Dowty �'�1�A\ , (2)CS16 I\�/ (2)cS16 /, HHUS7.2\10 STRAPS / % f� \' .cd N \ CO f / l � '� T I -- V! N o . �6 . - wN - - - _� (2)CS16 __.. _ _ _ _ _ _.._ � � U) _ 3 STRAPS - - --- ----- _ _____�___ (2),C 16: STRAPS L06( f BM -B C,-:3 cl U f i i I i' i BLOCKING PANEL EVERY OTHER TRUSS BAY, SEE 5E/S0.1 (2)HTS1.6 N I 9 o So.2 9 I N So.2 N N � p I�/\ N � Q' O � N (2)HTS16 - , OSB BLOCKING PANEL EVERY OTHER TRUSS 7Q BAY, SEE 5E/S0.1 (2)HTS16 S0.1 (2)HTS16 ro 24 DEEP STRUCT. FASCIA. 1 (2)HTS16 FASTEN TO TRUSS so.1 w/(2)A35 EA ANGLE 16K* v� (2)2x12 SYP#2 BLOCKING FL38 BETWEEN TRUSSES BELOW L210- J�� 'iNALL ABOVE. FASTEN EA. END w/(5)10d TOENAILS AND (1)A35 ANGLE ti �Jti6 AGO 5 S0.0 24" DEEP STRUCT. FASCIA. FASTEN TO TRUSS---' w/(2)A35 EA ANGLE h '�� (2)HTS16 �6, co J U_ U O J ao N = � W O_ _ J J XD N 00 r W M G (2)2x6 SPF#2 @ 8" O.C. FULL HEIGHT WALL. SET UPPER WALL DIRECTLY ON TOP OF (4)2x6 PLATES BELOW. (DO NOT BUILD KNEEWALL ® FLOOR SYSTEM.) � 0 5 G S0.0 �P \. Products }` PlotlD Length Product 9 , 9 Plies Net Qty Si i'; OSB BLOCKING PANEL BM -A 22' 0" onCENTERO LVL 2.0E 1 3/4" x 24" 4 4 EVERY OTHER TRUSS BAY, BM -B 26' 0" onCENTERO LVL 2.0E 1 3/4" x 24" 4 4 \' SEE \ 5E/S0.1 BM -D 14' 0" onCENTER@ LVL 2.0E 1 3/4 x 11 1/4 3 3 \ BM1 34'011 onCENTERO LVL 2.0E 1 3/4" x 24" 3 3 BM2 26' " 0onCENTERO LVL 2.0E 1 3/4" x 24" 3 PORCH CEILING SHEATHING 3 PER SPECS. FASTEN TO BM3 1410" onCENTERO LVL 2.0E 1 3/4" x 11 1/4" 2 2 FRAMING PER 2/S0.1 BM3A 14' 0" onCENTERO LVL 2.0E 1 3/4" x 11 1/4" 2 2 BM4 81011 onCENTERO LVL 2.0E 1 3/4" x 24" 2 2 OSB BLOCKING R131 221011 onCENTERO LVL 2.0E 1 3/4" x 24" 1 1 PANEL, SEE 5E/S0.1 RB4 6' 0" onCENTERO LVL 2.0E 1 3/4"" x 24 1 1 RB5 61011 onCENTERO LVL 2.0E 1 3/4" x 24" 1 1 IST LEVEL ROOF AND 2ND LEVEL FLOOR FRAMING PLAN SCALE: )/4"=1'-0" Truss Connector Total List Manuf Product Qty Simpson HGUS26-2 7 Simpson HGUS28-2 3 Simpson HGUS28-3 4 o HTU26 117 Luis A. Pontigo, PE HUC26-2 4 SUL210-2 1 S U R210-2 7 OFFICE COPY v�vT,c,,, No. 533 1 _^ r -r ' STATE O �0,�` o <0R10P' �. Luis A. Pontigo, PE F L P E#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. IST LEVEL ROOF AND 2ND LEVEL FLOOR FRAMING PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS- IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR \ CONTACT THE E.O.R. LPA JOB NUMBER BROW -19-00510 DRAWN/DESIGN/CHECK WAC/ CMJ / LAP DATE 09.11.19 SQUARE FOOTAGE 7558 SHEET S1.2 SHEET 7OF 9 = N H q O CA rn U S N J N J Q O 3: cr) In N Q ry rr W F-- 0- N (3)2x6 POST. FASTEN TO BELOW w/(2)CS18 Q o STRAP 0 Q `�' WALL PER 3/SO.2 of �w W V) cn � `s(2)1.75x11.25 1.9E LVL 2/3 ' (2)1.75x11.25 1.9E LVL -2/3 f O I _" - - _. _ °ter° -°rte° A, -D -E R— PER 7/S0.1 I N v8 (3)2x6 POST. ! ! STRAP HEAD NI STRAP OR SHEATH FASTEN TO - S0.2 I BELOW w 2 CS18 PER 7/S0.1 WALL PER 3 I Xi N / /( ) I - CS18 �a Q a ON W N J f(2 .75x11.25 1.9E LVL -2/3 (2)2x12-0 2 1 11 �: I o�k! � d ! J J U l ` (3)2x4 POST. FASTEN TO BELOW N STRAP WALL PER --- j�} w/(2)CS18 1 C/SO.O °FJ,_�' �t-`-=...-:.�---^ (2)2x12-2/2 4 U ! ! Qs FASTEN" -TO. �— _ I 3)2x6 POST. Lr_j'BELOW I FASTEN TO � -u-j w/(2)CS18 J BELOW _.. -I _1.75x11_2 1_ -LVL-2J3 _ _.. __ w/(2)CS18 TR - C S 18 I - - j� ��1 N ( )2x6 P ST. SW: 3/6 STRAP HEADER N FASTEN TO PE�� 7/S0.1 !i I BELOW f XS18 CS1 STRAP HEADER PER 7/S0.1 00 Y/ i r Co ��. STRAP HEADER PER 7/S0.1 � N , i x A0i STRAP `HEADER' / PER 7/S0.1 C_? X\ )CS1 r✓j��P �`�� STRAP HEADERti 0 PER 7/S0.1 CIS,' 9<< QCT 2ND LEVEL WALL SCALE: Ya"=V-0" U O J J 0 F— N = � W V) J J N LL. (2)2x6 SPF#2 @ 8" O.C. FULL HEIGHT WALL. SET UPPER WALL DIRECTLY ON TOP OF (4)2x6 PLATES BELOW. (DO NOT + BUILD KNEEWALL ® FLOOR SYSTEM.) <\ yA� 9<< O� Ej OFFICE COPYI J � d 0 Lou Pontigo and Associates, Inc. 4745 Sutton Park Ct. #204 Jacksonville, FI. 32224 Ph: 904-242-0908 FL CA # 8344 rr� No. 5 311 STATE OF ;�NoNAL ENv Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 5 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES - 0.) U J QLjL z dim. T. z UQ Q LU mLf) LLJ j U � wZ0 �QD m J O Q LnN 2ND LEVEL WALL FRAMING PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS, IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. LPA JOB NUMBER BROW -19-00510 DRAWN/DESIGN/CHECK WAC/ CMJ / LAP DATE 09.11.19 SQUARE FOOTAGE 7558 SHEET S1.3 SHEET 80F 9 Lou Pontigo and Associates, Inc. 4745 Sutton Park Ct. #204 Jacksonville, FI. 32224 Ph: 904-242-0908 FL: CA # 8344 �i VIII If I, I/ �,,�J�S E'`' • • ON) No. 53 M .a '. STATE O o F ' . O R `p P. ' <</ SS' • ' • "",//'s /ONAL EN,,%��'' '111"il Im%000 Luis A. Ponti(go, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 5 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. ROOF FRAMING PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A UIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR lllCONTACT THE E.O.R. LPA JOB NUMBER BROW -19-00510 DRAWN/DESIGN/CHECK WAC CMJ / LAP DATE 09.11.19 SQUARE FOOTAGE 7558 SHEET SIA SHEET 90F 9