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600 Coastal Oak Ln - Permit RES17-0265 DWGSMAP SHOWING PL 0 T PLAN OF LOT 144 AS SHOWN ON MAP OF ATLANTIC BEACH COUNTRY CLUB UNIT 2 AS RECORDED IN PLAT BOOK 67 PAGES 132-137 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLA. CERTIFIED TO: TOLL BROTHERS, INC. SIINEI NAME: DA E:_ ALL PAVERS ALL MEASUREMENTS ESTIMATED - -FRONT 584± SO: FT. - BACK 312± SQ. FT. --� DENOTES DIRECTION OF FLOW TYPE "B" DRAINAGE ELEVATIONS SHOWN THUS (12.20) WERE TAKEN FROM ENGINEERING PLANS BY TAYLOR & WHITE, INC., DATED 04-15-14 ELEVATIONS SHOWN HEREON REFER TO NAVD OF 1988 DIME SIONS SHOWN HEREON ARE PER FOUNDATION PLA LOIT 144 MODEL "CAPTIVA" LOT SIZE 10,614± SQ. FT. DR VEWAY TO R/W 336± SQ. FT. APPROXIMATE SIDEWALK 240± SQ. FT. ENTRY WALK 37± SQ. FT. RIC HT -OF -WAY LENGTH 60.00 FT. TO AL IMPERVIOUS COVERAGE 4,183± SQ. FT. 39% TOTAL EASEMENT AREA 3,877± SQ. FT. COASTAL OAK LANE (VARIABLE WIDTH RIGHT OF WAY) _-I - N --BRICK 10'x10' JEAEN TR EQUIPMENT ; O LAY DOWN EASEMENT -u AREA PROPOSED CONCRETE RB k GUTTER PROPOSED .0' CONCRETE SIDEWALK 10. TREE SCHEDULE LOT SQ. FT. MINUS EASEMENTS/WETLANDS 6,737 ACR S=6,737/43,560 0.15 ACR Sx40=REQUIRED TREE INCHES 6.0 THE SING 70% WITH REQUIRED NUMBER OF TREE INCHES WILL BE MET 2" DIAMETER TREES. OF REQUIRED PLANTED TREES SHALL BE CANOPY TYPE, NO MORE THAN 50% OF THE SAME SPECIES. COASTAL OAK LANE (VARIABLE WIDTH RIGHT OF WAY) _-I - N --BRICK 10'x10' JEAEN TR EQUIPMENT ; O LAY DOWN EASEMENT -u AREA PROPOSED CONCRETE RB k GUTTER PROPOSED .0' CONCRETE SIDEWALK 10. 7.5' JEA EASEMENT CHEMICAL 2 PROPOSED TOILET BRICK PAVER nd DRIVEWAY O 20' B.R.L. - FINISH FLOOR ELEVATION COVERED AIC - AIR CONDITIONER 17 22.3' )` mvo'C TWO CAR I I Zoo o GARAGE f z m o I >4c r� PROPOSED I -COVERED BRICK PAVER ENTRY} MONUMENT IRON PIPE P.T. - POINT OF TANGENCY PROPOSED I CUSTOMER IV! ` RESIDENCE I� MODEL "CAPTIVA" IIS W= 45.00' D=85.00' I F.F.E.=(12.20)MIN. F.F.E.=(12.70)PROP. IJ I I 28.0' 17. II L1_7102'_,� L" - _ 10' B.R.L. 30.31 40' ACCES`. DRAINAGE L 0 T 1 4 0 L 0 T 1 4 4 (VACANT) 38.36'(ACT) S03.33'50"W(PLAT) r 0 DRAINAGE EASEMENT L 0 T 1 6 6 NOTE ALL UTILITIES SHOWN HEREON WERE FROM AS -BUILT DRAWINGS PROVIDED BY CODY'S PROFESSIONAL SURVEYING AND MAPPING, INC. 12-18-14; JOB #10114 THE LOT SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONE "X" AS SHOWN ON LOMR CASE NO. 15-04-4216A. DATED MAY 4, 2015 ON FLOOD INSURANCE RATE MAP 0408 H FOR THE CITY OF JACKSONVILLE, FLORIDA, DATED 06-03-13 ALL AMERICAN SURVEYORS OF FLORIDA, INC. LAND SURVEYORS - 3751 SAN JOSE PUCE, SUITE 15 - JACKSONWLLE, FLORIDA, 32257 - 904/279-0088 - LICENSED LAND BUSINESS NO. 3857 be nd COVF.F.E. - FINISH FLOOR ELEVATION COVERED AIC - AIR CONDITIONER SKETCH FOR PLOT PLAN ONLY -DOES NOT REPRESENT OR PURPORT TO SHOW 1-51 - FNO. - FNO ESMT -EASEMENT FOUND I.D. - IDENTIFICATION BOUNDARY LINES NOR IS IT BASED ON A FIELD RUN SURVEY _ 4 CONC - CONCRETE JEA - JACKSONVILLE ELECTRIC AUTHORITY f MON. - I.P. - MONUMENT IRON PIPE P.T. - POINT OF TANGENCY ALL I.R. - IRON ROD P.C.P. - PERMANENT CONTROL POINT P.C. - POINT OF CURVE AMERICAN D - - DELTA ANCLE CHORD P.R.C. - POINT OF REVERSE CURVE SURVEYORS A A ARC LER P.C.C. - POINT OF COMPOUND CURVE B.R.L. - BUILDING RESTRICTION SURVEY NOT VALID UNLESS EMBOSSED BY SEAL OF FLORIDA, (cID = RADIUSNGTH CALCULATED F.P.&L.- FLORIDA POWER h LIGHT JAMES D. HARRISON, JR., No. 2647 INC. D -DEED P - (TYP.) - rYPICAI. PLAT NOVO - NATIONAL GEODETIC VERTICAL MICHAEL A. GARRETT, No. 6643 "=30' q�'J11'% _ R - RAOIAL LINE DATUM SCALE 1 ,` rt - CENTER LINE NAVD - NORTH AMERICAN VERTICAL DATUM _ 9 R/W - RIGHT-OF-WAY P.I. - POINT OF INTERSECTION ` - -x- - FENCE - EDGE OF WATER DATE 09-06-17 j F229REGISTERE5 SOQV R AND MAPP ` -8 (w) - WITNESSEOW TOB - TOP OF BANK F. B. X DR. BY BRB DIR. P:\2017\82649-158303-plotplan ORDER NO. 158303 FILE 82649 F.B. A DR. BY BRB DIR, P:\2017\82649 -158303 -plot plan \Y ORDER NO. 158303 FILE 82649 MAP SHOWING PL 0 T PLAN OF LOT 144 AS SHOWN ON MAP OF ATLANTIC BEACH COUNTRY CLUB UNIT 2 AS RECORDED IN PLAT BOOK 67 PAGES 132-137 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLA. CERTIFIED TO: TOLL BROTHERS, INC. OFFICE COPY PROPOSED OAK LANE COASTAL CONCRETE WIDTH RIGHT OF WAY) CURB do GUTTER (VARIABLE PROPOSED .0' CONCRETE SIDEWALK ': _;:-. - •: >.`; METERS JEA n WATER 10. EASEMENT _ t--- 65.47' �' PR4PO�zEP CHEMICAL o j N BRICK PAVER PROPOSED TOILET WALK BPI. R 10'x10' JEA ' ENTRY IVEWAY EQUIPMENT C LAY DOWN EASEMENT AREA 20' B.R.L. 7. P. n 22.3' m �o I �4 TWO CARZ a o o o GARAGE I D£c o 5f v 15.T I o PROPOSED I 7 0' OVERED BRICK PAVER ENTRY:}.: {' r Q I o � I 0 ►.� I PROPOSED I o �1 CUSTOMER 1m a W ul RESIDENCE p IF' Vs I I MODEL " CAPTIVA" IIS W=45.00' z I o D=85.00' I I -' CI F.F.E.=(12.20)MIN. I C:) mt F.F.E.=(12.70)PROP. I 0 A of I 1 p r w O mi 1 1 N 91 28.0' 17, (A 0 BUILDERS ENDORSEMENT I PRQPOSED CO RED ?I (� BRICK PAVER PORCH m -{ SIGNED: 51 17.0' I NAME: 2- - - J - DATE: , �---- ;D� B-R.�. _ _ 9.6 -- -- — ALL PAVERS S85.35'25"W N ALL MEASUREMENTS ESTIMATED 30,31 p (, SQ_ -F _ -- _—_ v_ Of - - - SQ. FT. Ct r :- FRONT E84±- BACK 312± --r DENOTES DIRECTION OF FLOW p O TYPE "B" O DRAINAGE •- LOT 1 4 4 ELEVATIO S SHOWN THUS (12.20) -+ (VACANT) DRAINAGE WERE TA EN FROM ENGINEERING PLANS W EASEMENT BY TAYLOR ItR & WHITE, INC., DATED 04-15-14 N N ELEVATIONS SHOWN HEREON 04 REFER TC NAVD OF 1988 P 4 O DIMENSIONS SHOWN O HEREON ARE PER FOUNDATION PLAN - Z OFFICE COPY LOT 144 MODEL "CAPTIVA" - — 10,614± SQ. FT. o R/W 3361 SQ. FT. o SIDEWALK 240± SQ. FT. 40• ACCESS, UTILITY x 9.5 DRAINAGE $86.2600"W E E SEM N 37± SQ. FT. 38,36'(ACT) LENGTH 60.00 FT. o S03-33'50"W(PLAT) COVERAGE 4,183± SQ. FT. 39% ENT AREA 3,877± SQ. FT. LOT SIZE DRIVEWAY TO APPROXIMATE ENTRY WALK RIGHT-OF-WAY IMPERVIOUS rTOTAL TOTAL EASE L 0 T 6 6 1 TREE SCHEDULE L 0 T 1 4 0 US EASEMENTS/WETLANDS 6,737 3,560 0.15 UIRED TREE INCHES 6.0 NOTE ALL UTILITIES SHOWN HEREON WERE FROM NUMBER OF TREE INCHES WILL BE MET AS -BUILT DRAWINGS LOT SQ. FT. MI ACRES=6,737/ ACRESx40=RE THE REQUIRED USING 2" DIAM 7TER TREES. PROVIDED BY CODY'S 70% OF REQUIRED PLANTED TREES SHALL BE CANOPY TYPE, PROFESSIONAL SURVEYING WITH NO MORE THAN 50% OF THE SAME SPECIES. AND MAPPING, INC. 12-18-14; JOB #10114 THE LOT SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD Z07 77" AS SHOWN ON LOMR CASE NO. 15-04-4216A, DATED MAY 4, 2015 ON FLOOD INSURANCE RATE MAP 0408 H FOR THE CITY OF JACKSONVILLE, FLORIDA, DATED 06-03-13 ALL AMERICAN SURVEYORS OF FLORIDA, INC. LAND SURVEYORS - 3751 SAN JOSE PUCE, SUITE 15 - JACKSONVILLE, FLORIDA, 32257 - 904/279-0088 - LICENSED LAND BUSINESS NO. 3857 Legend COV. COVERED FND. - FOUND F.F.E. - FINISH FLOOR ELEVATION A/C =AIR CONDITIONER SKETCH FOR PLOT PLAN ONLY -DOES NOT REPRESENT OR PURPORT TO SHOW 1-5 - ESMi - EASEMENT GONG - CONCRETE I.D. - IDENTIFICATION JEA - JACKSONVILLE ELECTRIC BOUNDARY LINES NOR IS IT BASED ON A FIELD RUN SURVEY —4 - MON, - MONUMENT I.P. - IRON PIPE I.R. - IRON ROD AUTHORITY P.T. - POINT OF TANGENCY P.C.P. - PERMANENT CONTROL POINT f - ALL - DELTA ANGLE C,R.C. - CHORD P.C. - POINT OF REVERSE CURVE AMERICAN A A ARC LENGTH - P.C.C. - POINT OF COMPOUND CURVE B.R.L. BUILDING RESTRICTION F.P.LcL.- SURVEY NOT VALID UNLESS ESS EMBOSSED BY SEAL SURVEYORS OF FLORIDA, CCAALLCULATED (CRALC.) (D) - DEED FLORIDA POWER @LIGHT (TYPJ - TYPICAL JAMES D. HARRISON, JR., No. 2647 MICHAEL A. GARRETT, No. 6643 INC. P =PUT R - RADIAL LINE NGVD - NATIONAL GEGDETIC VERTICAL DATUM 1 "=30' // SCALE 4 % rt - CENTER LINE R/W - RIGHT-OF-WAY -x- - FENCE NAVD - NORTH AMERICAN VERTICAL DATUM P.I. POINT OF INTERSECTION i/ •_ , - 9 (w) WITNESS EOW - EDGE OF WATER ros - TOP OF BANK DATE 09-D6-17 FL ID REGISTER S V RAND MAPP —S F.B. A DR. BY BRB DIR, P:\2017\82649 -158303 -plot plan \Y ORDER NO. 158303 FILE 82649 RAFTER TAILS, 8 SEE DETAIL 8/S0.2—\ 50.2 i I! O TRUSS / ROOF RAFTERNOTES: STRAPPING NOTES s .2 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING WITH 2-12D TOENAILS & 1—SIMPSON SDWC15600 SCREW UNLESS OTHERWISE NOTED RAFTER TAILS-, SEE DETAIL 8/S .2 ROOF TRUSS PLACEMENT PLAN SCALE: 1/4" = 1'-0" GABLE END BRACE GEB03 SEE 12/SO.2 Vol 12 SO.2 JII T1 co O I• /M RAFTER TAILS, SEE DETAIL 8/S0.2 2 SO.1 2 SO.1 O l'— SYMBOLS LEGEND HTS16 1 DESIGNATES UPLIFT CONNECTION. 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET S0.0, 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1 )SDWC CONNECTOR 3, FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET S0.0. °r. WHEN USING (2)H2.5T CLIPS ON 1'/2" WIDE LUMBER, PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. SIM. 2 S0.1 STU PORCH CEILING SHEATHING BEL AT BOTTOM CHORD OF TRUSS SEE 2/S0.1. n TRUSS FASTENING DETAILS Lou Pontigo and Associates, Inc. 120 Osceola Avenue )axl Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CIA # 8344 SC: CA# 3579 +\��v'�{��Cy°t� �" L i . til, r� `a� rr My��l��'�«•%•��ir:lipi y �'wrdrG a, e N L� 14 61 : z '• TA E OF c •'.•• o N 00 Christopher I Sabourin PE FL PE#71461 TRUSS TIE DOWN WITH SIMPSON SDWC STUD DIRECTLY BELOW TRUSS Rafter to Top Plate shown Truss to Top Plate similar SDWC15600--/ TOP PLATE TO STUD SDWC15600 Note: 1. Sloped—roof rafters may be sloped up to and including a 12:12 pitch and must be "birdsmouth" cut. 2. Reference detail 4 for installation instructions. SIMPSON SDWC INSTALLATION RANGE STUD NOT DIRECTLLLJ I I I BELOW TRUSS `�' SDWC15600 Note: Reference detail 2a for installation angle limit SDWC INSTALLATION Rafter to Top Plate shown (Truss to Top Plate similar) m°x STUD NOT DIRECTL 1`t —°I ®Do not install SDWC in hatched area �— SDWC15600 Overhang 1 1/2" MIN 2" MAX SDWC INSTALLATION RANGE )i' minimum edge distance for full values (with or — without a plate splice) Y." from top plate , f splice Offset for full values Rafter or Truss Splice may be in upper or lower plate SDWC AT TOP PLATE SPLICE STUD NOT DIRECTL t t', REVISIONS DATE FIELD ALTERATION CONTiRAC ] OR SHALL CON TACT LOU PONTIGO & ASSOCIATES PRIOR TO MAILING ANY STRUCTURAL_ FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING: APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR j INSPECTION FEES, 2 Z U� Q Ln j) w w � m ❑ J LLJ U LIJ pZa Ce < Ln 0 J Q � J w 00 I U ROOF TRUSS PLACEMENT PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE EO.R PLAN NAME CAP TIVA — CLASSIC DESIGN/DRAWN/CHECKED CS / KM /LAP DATE 11.13.17 SCALE AS NOTED LPA No. TOLL -17-01050 CONTROL. No. 5283 SHEET SIA SHEET 9 OF 9 o IJ H / GABLE END BRACE GEB01 SEE 12/SO.2 12 J S0.2 i I! O TRUSS / ROOF RAFTERNOTES: STRAPPING NOTES s .2 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING WITH 2-12D TOENAILS & 1—SIMPSON SDWC15600 SCREW UNLESS OTHERWISE NOTED RAFTER TAILS-, SEE DETAIL 8/S .2 ROOF TRUSS PLACEMENT PLAN SCALE: 1/4" = 1'-0" GABLE END BRACE GEB03 SEE 12/SO.2 Vol 12 SO.2 JII T1 co O I• /M RAFTER TAILS, SEE DETAIL 8/S0.2 2 SO.1 2 SO.1 O l'— SYMBOLS LEGEND HTS16 1 DESIGNATES UPLIFT CONNECTION. 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET S0.0, 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1 )SDWC CONNECTOR 3, FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET S0.0. °r. WHEN USING (2)H2.5T CLIPS ON 1'/2" WIDE LUMBER, PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. SIM. 2 S0.1 STU PORCH CEILING SHEATHING BEL AT BOTTOM CHORD OF TRUSS SEE 2/S0.1. n TRUSS FASTENING DETAILS Lou Pontigo and Associates, Inc. 120 Osceola Avenue )axl Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CIA # 8344 SC: CA# 3579 +\��v'�{��Cy°t� �" L i . til, r� `a� rr My��l��'�«•%•��ir:lipi y �'wrdrG a, e N L� 14 61 : z '• TA E OF c •'.•• o N 00 Christopher I Sabourin PE FL PE#71461 TRUSS TIE DOWN WITH SIMPSON SDWC STUD DIRECTLY BELOW TRUSS Rafter to Top Plate shown Truss to Top Plate similar SDWC15600--/ TOP PLATE TO STUD SDWC15600 Note: 1. Sloped—roof rafters may be sloped up to and including a 12:12 pitch and must be "birdsmouth" cut. 2. Reference detail 4 for installation instructions. SIMPSON SDWC INSTALLATION RANGE STUD NOT DIRECTLLLJ I I I BELOW TRUSS `�' SDWC15600 Note: Reference detail 2a for installation angle limit SDWC INSTALLATION Rafter to Top Plate shown (Truss to Top Plate similar) m°x STUD NOT DIRECTL 1`t —°I ®Do not install SDWC in hatched area �— SDWC15600 Overhang 1 1/2" MIN 2" MAX SDWC INSTALLATION RANGE )i' minimum edge distance for full values (with or — without a plate splice) Y." from top plate , f splice Offset for full values Rafter or Truss Splice may be in upper or lower plate SDWC AT TOP PLATE SPLICE STUD NOT DIRECTL t t', REVISIONS DATE FIELD ALTERATION CONTiRAC ] OR SHALL CON TACT LOU PONTIGO & ASSOCIATES PRIOR TO MAILING ANY STRUCTURAL_ FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING: APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR j INSPECTION FEES, 2 Z U� Q Ln j) w w � m ❑ J LLJ U LIJ pZa Ce < Ln 0 J Q � J w 00 I U ROOF TRUSS PLACEMENT PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE EO.R PLAN NAME CAP TIVA — CLASSIC DESIGN/DRAWN/CHECKED CS / KM /LAP DATE 11.13.17 SCALE AS NOTED LPA No. TOLL -17-01050 CONTROL. No. 5283 SHEET SIA SHEET 9 OF 9 SYMBOLS LEGEND DESIGNATES SHEARWALL. THE HIDDEN LINE DESIGNATES SIDE OF WALL THE SW 3/6 SHEARWALL SHEATHING TO BE APPLIED. 8d ® b1 DESIGNATES 8d COMMONS 3" O.C. EDGE & 6" O.C. "IN THE FIELD" DESIGNATES THE HEADER SIZE, NUMBER (2)2x8-1/2 ORPLY'S & SUPPORTA STUDS NEEDED SEE 3/S0.1 FOR BEAM CONN. (TYPICAL) -___- BEAM OR TRUSS, SEE PLAN 00 CANTILEVER BEAM ANCHOR LEGEND (2)2x6-1 /1 (2)2x -1 /1 (2)2x6-1 /1 v PAST POST TO - �__ ,_ - -_-_ -��_ __ _._______ _ _____ __ I ( ) SUPPORT TRUSS ABOVE X 319HREADED" A307 DROD, TSEE ER FDETAIL ULL HEIGHT 2 2x12 \_ sj� } 6X6 P.T. SYP#2 POST SET �� 5� A307 DIAMETER FULL HEIGHT I HUC210-2 J DIRECTLY ON BEAM THREADED ROD, SEE DETAIL 12/50.1 `°i BELOW. STRAP TO POST HANGER C14N I BELOW W/ (2)CS16 (TYP.) RODA307 TERMIINIAITESEATTFIRSTDED FLOOR TOP PLATE, SEE DETAIL 12/SO.1 - CS18 N .� j" A307 DIAMETER THREADED � J� 1 ) ROD TERMINATES AT FIRST FLOOR `Ly`'� TOP PLATE, SEE DETAIL 12/SO.1 I \_ X I li I 4 i I S0.1 AII SHEATH WALL CONT. THRLOWER ROOF TO BOTTOMI TOP PLATE TO STUD: OF GIRDER BELOW I SDW 15600 0 48" O.C. I N SIMPSON HTT5 SEE DETAIL 15/SO.1 CV I (2)CS SIMPSON DTT2Z SEE DETAIL 1S/SO.1 I CS18 @ BOTTOM OF STUD ( SIMPSON LTT20B SEE DETAIL 15/S0.1 WHERE NOTED. SEE DETAIL ! HUC210-2 AT BOTTOM RIGHT OF PAGE. 2 2x12 HANGER WALL STUD SCHEDULE (2)CS1 8 - - - PLATE STUD SIZE LOCATION HEIGHT & SPACING CANTILEVER BEAM9'-1" 2x4 SPF#2 ®16" O.C. PAST POST TO EXTERIOR MAX X X SUPPORT TRUSS ABOVE EXTERIOR 'MAx1 2x4 SPF#2 @ 12" oC. or O CS18- 10'-1 TO EXTERIOR 2x6 SPF#2 ®16" O.C. STRAP WALL TO � '4'-0" BELOW PER 9/50.2 N INTERIOR 10'-0"2x4 SPF#2 ®16" O.C. N�INTERIOR 12'-0" 2x6 SPF#2 0 16" O.C. or MAX 2x4 SPF#2 ® 12" O.C. STUD NOTES! (2)2x10-2/2 1 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE - - >C_ 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. CONTRACTOR MAY INCREASE STUD SIZE TO MEET I I STRAP HEADER_7 I ARCHITECTURAL REQUIREMENTS. 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN PER 7/SO.1 �YELLOW PINE. CS18 N 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS I Oo I TO CONCRETE SLAB w/16d MASONRY CUT NAILS @ 16" O.C. ' I MINIMUM. SEE 3/SO.0 FOR ADDITIONAL ANCHORS AT SHEARWALLS I N i j 4 i N COMBINED USE PANEL NOTES II Q m I I �- S0.1 I Q (n 1. EXTERIOR WALL SHEATHING SHALL BE L,Jm r II I m CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST I TOP PLATE. SEE DETAIL 1/SO.1 FOR SHEATHING J I i O SPLICE LOCATIONS FOR MULTI STORY CONDITIONS li F- Q xJ W 2. SEE SHEET SO.0 FOR WALL SHEATHING -i LjjI 4 �i J 0 SPECIFICATIONS. Q IC14Q W 3. UPPER MOST TOP PLATE SUPPORTING ROOF { I I MEMBERS SHALL BE STRAPPED AS SHOWN IN CL a_Q CL DETAIL 1/SO.0 AmmW F- p I I O 4. INSTALL SOLE PLATE ANCHORS PER DETAIL W 1( I w 3/SO.O m I' 1 m I 1 GENERAL NOTES I I CS18- 1. SEE DETAIL 2/SO.0 FOR WALL FRAMING DETAIL. SHEATH WALL CON �p SEE WALL STUD SCHEDULE THIS SHEET FOR STUD X SIZES AND SPACING. AT GIRDERS AND BEAMS, THRU LOW ROOF T I 00 co PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER BEAM BELOW �' i `. PLIES. I 2. SEE SHEET SO.0 FOR ROOF AND FLOOR SHEATHING SPECIFICATIONS. 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE 00 (2)2x6-1/SW: 3/6 2)2x6-1/1 °° SHEATH WALL CONT. PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES V) \- vTHRU LOW ROOF TO TOGETHER PER DETAIL 6/SO.0 BEAM BELOW 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 3/SO.0 I 5. AT SHEARWALLS, PROVIDE DIAPHRAGM ATTACHMENT PER DETAIL 5/SO.1 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT TERMINATE BETWEEN TRUSSES, SEE 5A/SO.1 7. AT PORCHES, SEE DETAIL 2/SO.1 FOR FRAMING AND HOLD DOWNS CS18 STRAPPING DETAIL CS18 STRAP w/ 10° END LENGTH. FASTEN jl THIS END w/ 9-10d. I WALL FRAMING ( w Z ---------------I NO NAILS REQUIRED FLOOR Ili IN CLEAR SPAN TRUSSES l OR JOIST. ' WALL FRAMING-/ z it o J L CS18 STRAP w/ 10" END LENGTH. FASTEN j THIS END w/ 9-10d. I SECOND FLOOR FRAMING PLAN SCALE: 1/4" = l'-0" I OFFICE COPY Lou Ponti3o and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 ••f/r�rr u pC/ rrI .,�.�.�ii. • ••• �V G-(1 •.••777A� rrrlr% �� V •VG, V. •fi 1 0. 461 • '- �C AT OF 401 AL Christopher I Sabourin PE FL PE#71461 FIELD ALTERATION CONTRACI OR SHALL CONTACT LOU PONTIGO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FRO THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD LTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR NSPECTION FEES. SECOND FLOOR FRAMING PLAN L T SCALE DIMENSIONS FROMRAWINGS. IF A DIMENSION ISNCLEAR REFER TO THE ITECTURAL DRAWINGS OR CONTACT THE E.O.P- PLAN NAME CAPTIVA - CLASSIC DESIGN/DRAWN/CHECKED S KM LAP DATE 11.13.17 SCALE AS NOTED LPA No. TOLL -17-01050 CONTROL No. 5283 SHEET S1.3 SHEET 8 OF g I N t� m 0 N M RAFTER TAILS, SEE DETAIL 8/SO.2 i /x j; 2 Z PORCH CEILING SHEATHING AT BOTTOM CHORD OF—" f , TRUSS SEE 2/SO.1. -X N CI) PRE—ENC WOOD ROOF 1 2 SO.1 Q SHEATH WALL CONT. THRU LOWER ROOF TO BOTTOM OF GIRDER BELOW (2)HTS16 O O N V- LL LL /–(2)HTS16 RAFTER TAILS, SEE DETAIL 8/SO.2 Products PlotlD Length Product Plies Net Qty F1302 22-02-08 onCENTER® LVL 2.0E 1 3/4" x 16" 2 4 CA FB01 7-11-10 onCENTERO LVL 2.0E 1 3/4" x 16" 2 2 DETAIL 2ND FLOOR WALL STUDS. SET ON DOUBLE TOP PLATE 6 BLOCKING TWEEN EA. TRUSS 1 SO.1 '4 C14 L LLL I (-4l a° w o hLL LLi LLL LLL u CN CA U M LL O r l - - (2)HTS16 (2)HTS16 S1.2 III II II I I SHEATH WALL CO T. THRU LOW ROOF TO I BEAM BELDW C:_ --- I Truss Connector Total List Manuf Product Qty USP JUS24 1 USP MSH422 1 FLOOR AND ROOF TRUSS PLACEMENT PLAN SCALE: 1/4" = 1'-0" 4--/ 11 FRAME UPPER LEVEL CONT. FROM 1 ST LEVEL TOP PLATE TO 2ND LEVEL TOP PLATE. DO NOT FRAME KNEE WALL @ FLOOR SYSTEM ELEVATION Ll.. OSB BLOCKING PER DETAIL 5E/S0.1 SYMBOLS LEGEND HTS16 DESIGNATES UPLIFT CONNECTION. FRAMING PLAN NOTES 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET S0.0. 2.1 FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1 )SDWC CONNECTOR. 3.FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET S0.0. WHEN USING (2)H2.5T CLIPS ON 1'/2" WIDE LUMBER, PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. TRUSS FASTENING DETAILS Lou Pontigo and Associates, Inc. 4120 Osceola Avenue Jax� Beach, Florida 32250 Ph. 2 2-0908 Fax. 241-9557 FL: 'A # 8344 SC: CA# 3579 FT01 / ', yb;tystl4ti•� Iffffff'f _ PORCH CEILING SHEATHING 000ded�� - a AT BOTTOM CHORD OF m <•`<�"� >`w FT01'V TRUSS SEE 2/SO.1. -0� N 1461 ` G FT01 2 FT01 S1.2 FT01 TRUSS TO WALL w/ SDWC15600 FT01 4JUS 4 FT02 (2)HTS16 OR/ (2 MSTA24�!� �'. zT31 j, T31 /TRUSS T0� WALL w/ SDWC15600 (2)HTS16 T31 2)HTS16 i I (2)HTS16–j V06 I � I I I I I I I SHEATH WALL CON] I THRU LOW ROOF TO BEAM BELOW I 7V_ I I II LLL—C) (2)HTS16 1 (2)HTS16 SO.1 RAFTER TAILS, SEE DETAIL 8/S0.2 TRUSS / ROOF RAFTER NOTES: STRAPPING NOTES 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING WITH 2-12D TOENAILS & 1–SIMPSON SDWC15600 SCREW UNLESS OTHERWISE NOTED 2ND STORY POST SET DIRECTLY ON BEAM � BELOW I 2X12 BLOCKING j BETWEEN EACH JOIST I I PORCH BEAM, SEE PLAN. I I I (2)CS18 POST TO �I POST I I 1ST STORY POST. SEE--/ PLAN. – DECK DETAIL rn c" 0) r 2X4 WALL SHEATHING. BLOCKING AROUND POST OSB BLOCKING BETWEEN EACH FLOOR TRUSS. SEE 5E/SO.1 SHEATHING. SDWC15600 SDWC15600 CABLE END BRACE GEB02 SEE 12/SO.2 TRELLIS BY BUILDER EXTERIOR BEARING WALL. 16d COMMONS 8" ON CENTER �-- FLOOR SHEATHING FLOOR TRUSS, EXTERIOR BEARING WALL. TA E OF -- STUD DIRECTLY ri1_,„ BELOW TRUSS TOP PLATE TO SDWC15600 STUD SDWC15600 Christopher J S a b o u r i n PE FL PE#71461 TRUSS TIE DOWN WITH SIMPSON SDWC REVISIONS DATE Rafter to Top Plate shown Truss to Top Plate similar Optimal 22Y' 10' 0 30' STUD DIRECTLY BELOW TRUSS Y"Max SDWC15600 TOP PLATE TO STUD SDWC15600 Note: 1. Sloped—roof rafters may be sloped up to and including a 12:12 pitch and must be "birdsmouth" cut. 2. Reference detail 4 for installation instructions. FIELD ALTERATION CON -FRAC IORSHALL CON -FACT LOU PONTIGO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIFLD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMEN"r5. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING'IAPPROVED BY LOU POIVIIGO 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. SIMPSON SDWC INSTALLATION RANGE I I I I Z s- U� Lf) (� W w V'1 Q W -� U w O n N LLJ I..L. W Note: Reference detail 2a for installation angle limit W � w DWC INSTALLATION �— QRafter to Top Plate shown Q (Truss to Top Plate similar) 0 Z STUD NOT DIRECTL �� M BELOW TRUSS ®Do not install SDWC in hatched area 0 O SDWC15600 U Overhang 1 1/2" MIN 2 MAX SDWC INSTALLATION RANGE minimum edge distance for full values (with or without a plate splice) Y4" from top plate splice Offset for full values Rafter or Truss Splice may be in upper or — lower plate SDWC AT TOP PLATE SPLICE STUD NOT DIRECTLJI BELOW TRUSS OFFICE COPY FLOOR AND ROOF TRUSS PLACEMENT PLAN DO NOT SCALE DIMENSIONS FROM THESE'' DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME CAPTIVA — CLASSIC DESIGN/DRAWN/CHECKED CS / KM / LAP DATE 11.13.17 SCALE AS NOTED LPA No. TOLL -17-01050 CONTROL No. 5283 SHEET 51.2 SHEET 7 OF 9 SYMBOLS LEGEND DESIGNATES SHEARWALL. THE HIDDEN LINE DESIGNATES SIDE OF WALL THE SW 3/6 SHEARWALL SHEATHING TO BE APPLIED. 8d @ b1 DESIGNATES 8d COMMONS @ 3" O.C. EDGE & 6" O.C. "IN THE FIELD" DESIGNATES THE HEADER SIZE, NUMBER (2)2x8-1/2 OF PLY'S & JACK/KING STUDS NEEDED FOR SUPPORT HEADER. PROVIDE MIN. (2)INTERMEDIATE ---- BEAM OR TRUSS, SEE PLAN (3)2x6 JACK STUDS. STRAP HEADER ANCHOR LEGEND SPF#2 PER 7/S0.1. FASTENJACKS TOP HUC210-2 CANTILEVER BEAM J. POST. & BOTTOM w/ SDWC15600 (2)2x8-1 /1 (2)2x8-1 /1 HANGER PAST POST TO HB _ I _ _ -. _ - - _------- SUPPORT TRUSS ABOVE 3/s" A307 DIAMETER FULL HEIGHT _--------- _--_-----.._�__.-_ --W . ___ _._ _...._ ___..._ X THREADED ROD, SEE DETAIL 12/S0.1 _ __.A 2x12 I (3)2x8-2/2 I - I A307 DIAMETER FULL HEIGHT i u THREADED ROD SEE DETAIL .` I `5 L , 2/50., INO/ I i 3/8" A307 DIAMETER THREADED TRELLIS BY I FASTEN TOP I - STRAP HEADER- I (� ROD TERMINATES AT FIRST FLOOR BUILDER I OF WALL PER PER 7/SO. 1 ( J �C.�/ TOP PLATE, SEE DETAIL 12/so.1 > I 'DETAIL 5/S0.1. --' > f 5/s" A307 DIAMETER THREADED OII! - - -- I N J `/�A ) ROD TERMINATES AT FIRST FLOOR PROVIED MIN. 2 m - o \ tD "`«<.••777""""'"' TOP PLATE, SEE DETAIL 12/SO.1 ( ) Q'�� OSB WALL "' PROVIDE MIN. N \ N \ INTERMEDIATE JACK IN SHEATHING. (2)INTERMEDIATE JACK 00 I SIMPSON HTT5 SEE DETAIL 15/s0.1 X STUDS. FASTEN TOP O i - ^ N c� STUDS. FASTEN TOP & N N &BOTTOM w/ BOTTOM w/ SDWC15600 1 -1 NI SDWC15600 I a_ ^ w;SIMPSON DTT2Z SEE DETAIL 15/S0.1 ryII SIMPSON LTT208 SEE DETAIL 15/S0.1 I I BR T I I ACE OP 6x6 SYP#2 POST w/ OF WALL PER (2)2X6 ABU66 SEE DETAIL I! 1 /� WALL STUD SCHEDULE CANTILEVER BEAM I; (3)2x6 1 /SO 1 SIM SPF#2 r 2/S0.1 (TYP.). STRAP HEADER ; I I ` POST. PLATE sruD slzE I e:: ___-_- -- -__..:.---__.--- LOCATION HEIGHT &SPACING TO SUPPORT _ PER 7/S0.1 SPF#2 __._____---- GABLE TRUSS - POST. 1 - 2x4 sP ,s O.C.(2)2x8-1 /1 ` EXTERIOR MAX F#2 -, (2)2X10-2/1 I / m ( EXTERIOR 1Q,-1 2x6 SPF#2 @ i6" O.C. or -_ - - 9 \ Q MAX 2x4 SPF#2 @ 12" O.C. HUC410 (2)2x12 ! 2x8 ;__2x6 SPF#2 STUDS @ 16" O.C. 2x4 SPF#2 STUDS @ 12" O.C.-_ / FRONT ENTRY `" N X EXTERIOR 10' 1 TO 2x6 SPF#2 @ 16" O.C. HANGER I T JAMB FASTENING I I OI N 14'-0" WALL TOP PLATE TO STUD: w/ (3)2x4 SPF#2 PER 5/S0.2 I cv I N INTERIOR 'M'A°" 2x4 SPF#2 ® 16" O.C. SDWC15600 @ 48 O.C. \ \� POST EACH STRAP HEADER PER v I INTERIOR 12'-0 2x6 SPF//2 @ 16" o. C. or p END OF BEAM. w I MAX 2x4 SPFy2 @ 12" 0. C. �F DETAIL 7/S0.1. I stun NOTES* (2)2X12-2/1 v r -i 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE I /, I I 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. CONTRACTOR MAY INCREASE STUD SIZE To MEET (3)2X4 % I (3)2x6 (2)2x6 J� ARCHITECTURAL REQUIREMENTS. SPF#2 I7KJ SPF#2 SPF#23.) SPF DENOTES SPRUCE PINE FIR.. SYR DENOTES SOUTHERN POST. OSB WAL�OST. POST. SEE DETAIL _ YELLOW PINE. N ' SHEATHING.I 1 /50,2, 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. j ( I I I 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS I^O j TO CONCRETE SLAB w/16d MASONRY CUT NAILS @ 16" O.C. I MINIMUM. SEE 3/S0.0 FOR ADDITIONAL ANCHORS AT SHEARWALLS 1 I FASTEN TOP OF i I COMBINED USE PANEL NOTES /2\ I S1.1 w I WALL PE1R I w 1. EXTERIOR WALL SHEATHING SHALL BE / DETAIL 5 SO.. S1.1 I ' O I O wI CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST m I m 0 N ( - TOP PLATE. SEE DETAIL 1 /SO.1 FOR SHEATHING Q Q Q \ SPLICE LOCATIONS FOR MULTI STORY CONDITIONS I ', \ I w N � I � ( E ' f o I --- ----- - I p I = c� 2. SEE SHEET SO.0 FOR WALL SHEATHING m__L__ ____ _ m I W X SPECIFICATIONS. LL_ w O' N j I 3. UPPER MOST TOP PLATE SUPPORTING ROOF MEMBERS SHALL BE STRAPPED AS SHOWN IN WALL wm " wm CD I DETAIL 1/SO.0 INSTALL SOLE PLATE ANCHORS PER DETAIL 3/SO GENERAL NOTES 7 � TRELLIS BY 1. SEE DETAIL 2/SO.0 FOR WALL FRAMING DETAIL. cv I I BUILDER SEE WALL STUD SCHEDULE THIS SHEET FOR STUD N I I SIZES AND SPACING. AT GIRDERS AND BEAMS, HUC410 v LL - ---; _ (3)2X6 (3)2X6 PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER HANGER - -, 1 j - SPF#2 SPF#2 F PLIES. (2)PLY 14 LVL POST. POST.2. SEE SHEET SO.0 FOR ROOF AND FLOOR SHEATHING SPECIFICATIONS. CANTILEVER BEAM (2)2x8-1/1 (2)2x8-1/1 (2)2x6-1 1 (2)2x - - (3)2x10-2/1 _ 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE TO SUPPORT PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES GABLE TRUSS I \-SEE DETAIL TOGETHER PER DETAIL 6/SO.0 1 /SO.2. 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 3/S0.0 5. AT SHEARWALLS, PROVIDE DIAPHRAGM -, ATTACHMENT PER DETAIL 5/SO.1 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT TERMINATE BETWEEN TRUSSES, SEE 5A/S0.1 7. AT PORCHES, SEE DETAIL 2/SO.1 FOR FRAMING AND HOLD DOWNS CS18 STRAPPING DETAIL CS18 STRAP w/ 10" END LENGTH. FASTEN THIS END w/ 9-10d. WALL FRAMING--/ lilJ I !KNO NAILS REQUIRED FLOOR ;I IN CLEAR SPAN TRUSSES II' OR JOIST. DOUBLE II � TOP PLATE. WALL FRAMING z SHEARWALL NOTE: SW: 3/6 I, GS18 STRAP w/ 10" SW: $/6 DESIGNATES SHEARWALL 3 -ROWS OF 16d END LENGTH. FASTEN NAILING - 8d @ 3" EDGE AND 6" "FIELD" © 9" O.C. THIS END w/ 9-10d. I; CRIPPLE STUDS I' SOLE PLATE ANCHORS - SEE SCHEDULE ON © 16" O.C. STRUCTURALI. GABLE TRUSS 1; FIRST FLOOR FRAMI G PLAN ON D TAIL 3/S0.0 (2)2x8 PLATESir II li SCALE: 1 /4" = I -0" I I WALL SHEATHING 2 x 4 t - - ----- ---- BLOCKING PORCH 24" J.C. SHEATHING NON-STRUCTURAL BEAM SOFFIT SOLq PLATE ANCHOR SPACING SCHD ALL EX ERIOR WALL 42" O.C. UNLESS OTHER NOTED SHEARWALLS 24" O.C. (SW d@3"/6") SOLE PLT ® # WHEN NOTED ON PLAN SEE NOTE 2 BEAM SEE PLAN---// 2-10d TOENAILS 3 -ROWS OF SIMPSON (2)2X8 MINIMUM PLANK 15600 SDWC SCREWS ORIENTED HEADER OVER © 12" O.C. STAGGERED.SLIDING GLASS DOOR; FASTEN TO JACKS EACH EACH END 2 SOFFIT SECTION BY BUILDER 1. 3 TALL SOLE PLATE ANCHORS PER DETAIL W/(1)A35 3/ 0.0 1 HEADER SECTION OFFICE COPY 2. ANCHOR SPACING SHALL BE AS NOTED. FOR S1.1 S1.1 EXAMPLE - SOLE PLT @ 36" = 36" ON CENTER SPACING Lou Ponti3o and Alssociates, Inc. 20 Osceola Avenue Jax', Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 ti:I Pofi°�alanysq��°m" N 61 z C 'fir TRT OF )i Christopher J Sabourin PE FL PE#71461 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 ALTERNATIONS MADE PRIOR TO BEING,, APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. = z U 0 4< Ln �m 0LLJ LLJ U LLjz pZa m�� J Q 0 J w 0 0 � FIRST 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- PLAN NAME CAPTIVA -CLASSIC DESIGN/DRAWN/CHECKED CS / KM LAP DATE 11.13.17 SCALE AS NOTED LPA No. TOLL -17-01050 CONTROL No. 5283 SHEET S1.1 SHEET 6 OF 9 ISO r - C:) 0 N C r'i AT WALLS GREATER THEN 4'-0" HIGH, NOTIFY E.O.R. FOR TEMPORARY BRACING LAYOUT PLAN AND PERMANENT LATERAL SUPPORT DETAIL. GRADE OR CONC. SLAB, SEE PLAN. TYPICAL WALL FRAMING AND ANCHORAGE PER CONSTRUCTION SPECS. _(1)#5 CONTINUOUS, PROVIDE CORNER BARS (TYPICAL) 12" HOOK INTO SLAB. MONO SLAB FOOTING AT PORCHES, WHEN SPECIFIED ON PLAN. SLAB ON GRADE, SEE PLAN. ` \�� 1� #4 DOWEL TO MATCH VERT. STEMWALL SCHEDULE _��9 CMU REINFORCING COURSES 1 TO 6 #4 VERT. © 48"O.C. 7 TO 10 #4 VERT. © 24"O.C. 11 TO 12 #4 VERT. © 8"O.C. STEMWALLS OVER 6 COURSES TO HAVE TRUSS TYPE HORIZ. JOINT REINF. BETWEEN EVERY OTHER COURSE. FILL CELLS SOLID. o '\ -\ STEMWALL REINFORCING (SEE 0o v \' SCHEDULE) w/ 6" HOOK INTO \ c; FOOTING. LAP VERT REINFORCING G. \ �\ 25" IF STEMWALL IS GREATER • ' THAN (3) COURSES. -- - `' CONT. CONCRETE FOOTING 8"d x 16"w 1—STORY, w/(2)#5 CONT. 1 10"d x 20"w 12—STORY, w/(3)#4 OR (2)#5 CONT. STEMWALL FOOTING SCALE: 3/4" = V-0" TYPICAL WALL FRAMING AND ANCHORAGE PER CONST (1)#5 CONTINI. CORNER B. 12" HOOK SLAB ON GRADE, SEE PLAN. 8" CMU STEM WAI #4 VERTICAL DOWELS @ 24 90° BEND INT( CONTINUOUS CON FC SLAB ON GRADE -- SEE PLAN TYPICAL WALL FRAMING AND ANCHORAGE PER CONSTRUCTION SPECS. z -i \� \\\ SEE 7B/S1.01 SLAB ON - GRADE, mel SEE PLAN. yI \ \__SHOWER PAN SLOPES TO DRAIN, SEE ARCH PLAN. MAINTAIN 4" MIN. SLAB THICKNESS. STEMWALL, SEE 1 /S1.01 2 FOOTING / SHOWER RECESS S1.01 (IF REQUIRED) 1" DEEP SAWCUT w/ ELASTOMERIC SEALANT SLAB ON GRADE, SEE PLAN NOTES: 1) PROVIDE SAWCUTS TO CREATE APPROXIMATE 12' X 12' MAX. SQ. 2) SAWCUT CONC. SLAB WITHIN 4 TO 12 HOURS OF CONC. PLACEMENT. STEMWALL AT GARAGE 5 SCALE: 3/4" = V-0" S1.0 z Z X 00 0-0 z l� TYPICAL WALL FRAMING AND ANCHORAGE PER CONSTRUCTION SPECS. SLAB ON GRADE, SEE PLAN. ALT. FOOTING AT \�,` • • y\�,i BUILDERS DISCRETION. #3 9 48" 0. C. OR ROD CHAIRS (TYP.) 12" w/(2)#5 CONT. SAW CUT DETAIL WALL FRAMING TYPICAL WALL FRAMING AND ANCHORAGE PER CONSTRUCTION SPECS. 8" CMU OPEN BOTTOM LINTEL BLOCK w/ 1—#5 CONTINUOUS SLAB ON GRADE— ' SEE PLAN} SLAB ON GRADE, SEE PLAN. ` \/� i \ '14 4 -c OPTIONAL 8"x16" 1—STORY, w/(2)#5 CONT. 2" FLAIR 8"x20" 2—STORY, w/(2)#5 CONT. 6 BEARING AT INTERIOR LI � Q r-- 3" CLEAR J 10"x20" U w/ 2—#5 CONT. GARAGE STEM WALL (IF REQUIRED) PAVER BY MATCH DOOR 3/4" RECESS WITH, SEE ARCH. BOND BEAM /1—#5 OTHERS SLAB ON GRADE, • SEE PLAN. /\4�,PAVING BY Q � 8 MASONRY BUILDER STEM WALL w/ 12'x12" 1#5 CONT. E.J. DETAIL 10B GRADE OR CONC. j\\ \ 4 48" O.C. MATERIAL SLAB, SEE PLAN. \\/ SLAB ON C0_ GRADE, �' ' j SEE PLAN. • THICKENED EDGE 8.1x8.1 �\ w/ 1—#5 CONT. DETAIL 10A MONOLITHIC EDGE FOOTING 9 S1.0 12" THICK x 20" WIDE w/ (2)#5 CONT. PORCH STEM WALL THICKENED SLAB STEP, SEE ARCH. (4" MAX.) SOLE PLATE ANCHOR, SEE 3/SO.0 8" CMU STEM WALK W/ #4 VERTICAL DOWELS © 24" O.C. 90° BEND INTO FTC?. CONTINUOUS CONCRETE FOOTING TO SLAB B @ SLAB RECESS BRICK VENEER IS WALL FRAMING ACCEPTABLE WITHOUT INCREASE OF FOOTING SIZE. STEP, SEE ARCH. PLAN SLAB ON GRADE, SEE PLAN. 3„ 8"x16" 1—STORY, w/(2)#5 CONT. 8"x20" 2—STORY, w/(2)#5 CONT. MONO. FOOTING AT STEP -GOWN OFFICE COPY Lou Ponti3o and Associates, Inc. 420 Osceola Avenue J.m Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 v 0.7 461 All r'r I�^ y`r yOf * 9 ♦off`• �,tV` M Christopher J Sabourin PE FL PE#71461 REVISIONS DATE FIELD ALTERATION CONI'RACTOR SFIALL CONTACV LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR "rO BEING', APPROVED BY LOU PONTIGO 6 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. 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 PLAN NAME CAPTIVA — CLASSIC DESIGN/DRAWN/CH ECKED CS / KM /LAP DATE - 11.13.17 SCALL AS NOTED Lf'A No. TOLL -17-01050 CONTROL No. 5283 SHEET S1.01 SHEET 5 OF 9 1—#5 CONT., PROVIDE 51„ 2 CORNER BARS (TYP.) SEE ARCH PLAN z -i \� \\\ SEE 7B/S1.01 SLAB ON - GRADE, mel SEE PLAN. yI \ \__SHOWER PAN SLOPES TO DRAIN, SEE ARCH PLAN. MAINTAIN 4" MIN. SLAB THICKNESS. STEMWALL, SEE 1 /S1.01 2 FOOTING / SHOWER RECESS S1.01 (IF REQUIRED) 1" DEEP SAWCUT w/ ELASTOMERIC SEALANT SLAB ON GRADE, SEE PLAN NOTES: 1) PROVIDE SAWCUTS TO CREATE APPROXIMATE 12' X 12' MAX. SQ. 2) SAWCUT CONC. SLAB WITHIN 4 TO 12 HOURS OF CONC. PLACEMENT. STEMWALL AT GARAGE 5 SCALE: 3/4" = V-0" S1.0 z Z X 00 0-0 z l� TYPICAL WALL FRAMING AND ANCHORAGE PER CONSTRUCTION SPECS. SLAB ON GRADE, SEE PLAN. ALT. FOOTING AT \�,` • • y\�,i BUILDERS DISCRETION. #3 9 48" 0. C. OR ROD CHAIRS (TYP.) 12" w/(2)#5 CONT. SAW CUT DETAIL WALL FRAMING TYPICAL WALL FRAMING AND ANCHORAGE PER CONSTRUCTION SPECS. 8" CMU OPEN BOTTOM LINTEL BLOCK w/ 1—#5 CONTINUOUS SLAB ON GRADE— ' SEE PLAN} SLAB ON GRADE, SEE PLAN. ` \/� i \ '14 4 -c OPTIONAL 8"x16" 1—STORY, w/(2)#5 CONT. 2" FLAIR 8"x20" 2—STORY, w/(2)#5 CONT. 6 BEARING AT INTERIOR LI � Q r-- 3" CLEAR J 10"x20" U w/ 2—#5 CONT. GARAGE STEM WALL (IF REQUIRED) PAVER BY MATCH DOOR 3/4" RECESS WITH, SEE ARCH. BOND BEAM /1—#5 OTHERS SLAB ON GRADE, • SEE PLAN. /\4�,PAVING BY Q � 8 MASONRY BUILDER STEM WALL w/ 12'x12" 1#5 CONT. E.J. DETAIL 10B GRADE OR CONC. j\\ \ 4 48" O.C. MATERIAL SLAB, SEE PLAN. \\/ SLAB ON C0_ GRADE, �' ' j SEE PLAN. • THICKENED EDGE 8.1x8.1 �\ w/ 1—#5 CONT. DETAIL 10A MONOLITHIC EDGE FOOTING 9 S1.0 12" THICK x 20" WIDE w/ (2)#5 CONT. PORCH STEM WALL THICKENED SLAB STEP, SEE ARCH. (4" MAX.) SOLE PLATE ANCHOR, SEE 3/SO.0 8" CMU STEM WALK W/ #4 VERTICAL DOWELS © 24" O.C. 90° BEND INTO FTC?. CONTINUOUS CONCRETE FOOTING TO SLAB B @ SLAB RECESS BRICK VENEER IS WALL FRAMING ACCEPTABLE WITHOUT INCREASE OF FOOTING SIZE. STEP, SEE ARCH. PLAN SLAB ON GRADE, SEE PLAN. 3„ 8"x16" 1—STORY, w/(2)#5 CONT. 8"x20" 2—STORY, w/(2)#5 CONT. MONO. FOOTING AT STEP -GOWN OFFICE COPY Lou Ponti3o and Associates, Inc. 420 Osceola Avenue J.m Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 v 0.7 461 All r'r I�^ y`r yOf * 9 ♦off`• �,tV` M Christopher J Sabourin PE FL PE#71461 REVISIONS DATE FIELD ALTERATION CONI'RACTOR SFIALL CONTACV LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR "rO BEING', APPROVED BY LOU PONTIGO 6 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. 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 PLAN NAME CAPTIVA — CLASSIC DESIGN/DRAWN/CH ECKED CS / KM /LAP DATE - 11.13.17 SCALL AS NOTED Lf'A No. TOLL -17-01050 CONTROL No. 5283 SHEET S1.01 SHEET 5 OF 9 85'-0" 3'-0„ 75'-0„ 7'-0„ 5'-3" 1'-6" 1-" 1 "'� 1'-6" 1 2 S1.01 S1.01 - - - - - - - - - - - - - - - S1.01 5,-0>, \ 0-)I v _ L1 _J 713 S1.01f i� S1 01 C I- I- --- 04 TLl 8 QD 2'- 8„ --J I S1.01 - - - - ---_- --II o 1 9 S1'01 S1.0 DO 20'-7„ MONO FOOTING TO 6 \ ��`/ STEMWALL w/ 2-#5x30" 51.01 DOWELS EPDXIED 6" MIN. (TYP.) I J 7 6 S1.01 S1.01 00 T71�-10" I I \ 17'-3 6 „ F3. 6 - MONO FOOTING TO S1.01 TEMWALL w/ 2-#5x30" D WELS EPDXIED 6" MIN (TYP. ) N. LO 4" COIJCRETE SLAB w/ N / 6 N. FIBERMESH ©1.5 LBS/CU.YD. C� S1.01 OF CONCRETE OR 6x6 W1.4xW1.4 STAIRS BY I I I WWF ON 6MIL VAPOR BARRIER BUILDER I777I IN PREPARED GRADE. -\\12'-4" 4'-1" 1 3-0 8-0 I I I I PROVII)E SAW CUTS PER N N I I PAVERS 5/S1.01 BUILDER TO PROVI E 2-#4x4'-0" BY OTHERS I COORDINATE WITH FINISH I CORNER CRACK BARS FLOOR MATERIAL. AT SL B MID -DEPTH. - - �__�% i_L I � I � 9 S1.01 � I i I I I I 9 I F3.0 S1.01 ^I 18x18 MASONRY PIER BUILT INTEGRALLY w/ STEMWALL. REINFORCE w/ 2-#5 VERTICAL-/ DOWEL BARS. TOP PIER IS 6" ABOVE PAVERS (2 PLACES) FOOTING SCHEDULE AND NOTES TYPE LENGTH WIDTH DEPTH BOTTOM BARS F2.0 2'-0" 2'-0" 1'-0" 3-#5 EA. WAY BOT. F2.5 2'-6" 2'-6" 1'-0" 3-#5 EA. WAY BOT. F3.0 3'-0" 3'-0" 1'-0" 3-#5 EA. WAY BOT. F3.5 3'-6" 3'-6" 1'-0" 4-#5 EA. WAY BOT. F4.0 4'-0" 4'-0" 1'-0" 4-#5 EA. WAY BOT. F4.5 4'-6" 4'-6" 1'-0" 4-#5 EA. WAY BOT. 1. THIS FOUNDATIGN PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR REFERENCE ONLY. 2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. MONO FOOTING TO STEMWALL w/ 2-#5x30" DOWELS EPDXILD 6" MIN. - -(TYP.) - 1 S1.01 FOUNDATION PL N SCALE: 1/4" = 1'-0" 85'-0" 0 I - - - - - - - - 7'_0„ S1.01 L F3.01 I 8 S1.01 I �J F 8 PAVERS 1777 1'4 S1.01 �BY OTHERS - 6„ I I 9 I S1.01 0 I d- 0 - - - - - - - - - - - - 4 -.- 3 S1.01 I S1.01 N STAIRS BY BUILDER 5 Y ML ULA LC.t3LNU - - - - - DESIGNATES FOOTING . NE - DESIGNATES SAWCUT UNE r I / DESIGNATES SLAB RECESS / I 1013 I I S1.01 0 SAWCUT I I - - - - - - 0 N N � U � I \ Q N 3 N S1.01 - 5 Y ML ULA LC.t3LNU - - - - - DESIGNATES FOOTING . NE - DESIGNATES SAWCUT UNE r INTERIOR LOAD BEARING WALL DESIGNATES SLAB RECESS 24x24 MASONRY PIER BUILT INTEGRALLY w/ STEMWALL. REINFORCE w/ 2-#5 VERTICAL DOWEL BARS. TOP PIER IS 6" ABOVE PAVERS (2 PLACES) STAIRS BY BUILDER OFFICE COPY Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jax Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 1k', R/, �. \ ••,tm$M#eyn c -i r�,•,. \ o 71461 '• E OF Christopher J Sabourin PE FL PE#71461 REVISIONS DATE FIELD ALTERATION CON rRACFOR SHALL EON "FACT LOU PONTIGO a ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL. FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. FOUNDATION PLAN DO NOT SCALE DIMENSIONS FRJIS THESE DRAWINGS. IF A DIMENSIUNCLEAR REFERTOTHEARCHrTECTURAL DRAWINGS CONTACT THE E.O.R PLAN NAIVII -) CAPTIVA - CLASSIC DESIGN/DRAWN/CHECKED CS / KM LAP DATE 11.13.17 SCALE AS NOTED LPA No. TOLL -17-01050 CONTROL No. 5283 SHEET S 10 SHEET 4 OF 9 (2)2x6 KING STUDS (2)2x6 JACK STUDS (2)2x STUD CORNER P.T. SOLE PLATE CONC. SLAB OVERLAP SIDEWALL TOP PLATE GARAGE HEADER ALWAYS PLACE HEADER AT TOP OF ROUGH (2)20ga STRAPS _OPENING HEADER TO JACK HTT5 W/ 5/8" THREADED ROD EPDXIED 12' HTT5 w/ —5/8" THREADED ROD EPDXIED 12" RAGE GOAL POST. FASTEN TO STUD PACK WITH 2 -ROWS OF 16d RING SHANK NAILS @ 12" O.C. ATTACH GARAGE DOOR THRU UPRIGHT BUCK DIRECTLY INTO STUD PACK, PER GARAGE DOOR SUPPLIER to i 6 6 6 6 1 LJ HTT5 w / GA SOLE PLATE_j FLOOR ANCHOR 5/g" THREADED ROD EPDXIED 12" SOLE PLATE IGARAGE WING WALL SECTION ANCHOR 7 THICKENED SLAB EDGE AT GARAGE OPENING. NO 1. ALWAYS PLACE GARAGE HEADER AT TOP OF ROUGH OPENING. GARAGE WING WALL ELEVATION GARAGE HEADER FRAMING 4CK STUD T DOOR STUD TO TOP I SDWC15600 E ® 32 BOT PLATE TO FR BELOW CS180 32 ELEVATION VIEW OPTION A Y4 "x3Y" TAPCON SCREW CONC. SLAB ELEVATION VIEW OPTION B 4CK STUD T DOOR SIMPSON LTT20B RECESSED IN SLAB w/Y2" THREADED ROD EPDXIED 4" FRONT ENTRY JAMB FASTENING THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN WALL STRAPPING DETAIL 1i11S DETAIL ONLY APPLIES WHEN NOTED ON PLAN OVERLAP SIDEWALL TOP PLATE OVERLAP SIDEWALL TOP PLATE ALWAYS PLACE — ALWAYS PLACE HEADER AT HEADER AT TOP OF ROUGH TOP OF ROUGH OPENING OPENING 5/8"0 THREADED ROD w/3x3x'/4" PLATEHEA20R STRAPS (2)20ga STRAPS DE TO JACK HTT5 w/ HEADER TO JACK HTT5 W/ " THREADED ROD 5/8" THREADED ROD EPDXIED 12" MAX. . 4. 't a EPDXIED 12" 0 EXTEND HEADER TO 2 2 2 LEXTEND HEADER TO FAR SIDE OF WALL FAR SIDE OF WALL 2 2 2 2 (2)2x6 (2)2x6 SPFI� AS SHOWN. (a 6x6 POST AS SHOWN. JACKS 6 6 6 AND (1) 6 6 6 6 4'-0"x4'-0" PIECE OF WALL KING. 4'-0"x4'-0" PIECE OF WALL SHEATING INSTALL AT UPPER SHEATING INSTALL AT UPPER HTT5 w/ (2)2x6 CORNER 1" BELOW GARAGE HEADER DETAIL A CORNER 1" BELOW GARAGE HEADER DETAIL A 5/8 THREADED ROD JACKS ON EXTERIOR STUD (TRIMED AS ILL' ON EXTERIOR STUD (TRIMED AS EPDXIED 12" ANDING. SHOWN) FASTEN SHEATING TO HEADER w/ 8d COMMON Q& GALV. BOX NAILS FASTEN SHEATING TO HEADER w/ 8d COMMON OR GALV. BOX NAILS IN 3" GRID PATTERN AS SHOWN AND 3" O.0 IN ALL FRAMING HTT5 w/ IN 3" GRID PATTERN AS SHOWN AND 3" O.0 IN ALL FRAMING (STUDS, BLOCKING & SILLS) TYP. THREADED ROD (STUDS, BLOCKING & SILLS) TYP. EPDXIED 12' a DOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER w/ 3-16d SINKERS 107 DOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER w/ 3-16d SINKERS .. 6x6 POST WITH ABU66 5/8"o TH EADED ROD (OVER ADDITIONAL DOUBLE PLATE BETWEEN -w/ 5/6" THREADED ROD STUDS) RILLED AND EPDXIED w/ 12" EMBEDMENT & 3x3x1/4" WASHER, EPDXIED 12" MIN. GARAGE PORTAL WING WALL 02) THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN PORCH BEAM SUPPORT POST IF 4x4 IS SPECIFIED ON PLAN, MIN. (2)2x4 PT SYP #2 USE (2)2x4 SPF#2 SUPPORT. 24" MAX. IF 6x6 IS SPECIFIED ON PLAN, 12 MIN. USE (3)2x4 SPF#2 SUPPORT. RATED WALL SHEATHING w/ 8d 0 6" O.C. EDGE & FIELD. -- - ATTACH PORCH BEAM TO SUPPORT POST w/ (2)HTS20. I�I.• ATTACH SUPPORT POST TO SOLE PLATE �I I; FOUNDATION WITH HTT4 ANCHOR II w/ 5/8 "0x6" 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. BOX COLUMN DETAIL . ► eI►�171�iC�iC�I»A�1 STUD TO TOP PLATE: SDWC15600 SCREW. ® 32" O.C. 1-MSTA24 BELOW CS18® 32" O.C. 110 WALL STRAPPING DETAIL 0.2,1 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN FLOOR TRUSSES OR JOIST. CS18 w/7-1bdx1Y2" EACH END (d 48" O.C. STRAP CAN BE INSTALLED El (HER FACE OF STyD FLOOR USSES 0 JOIST. OPTION A OPTION B STRAPPING OVERLAP SHEATHING WALL STRAPPING OVEP' BEAM GARAGE WING WALL FRAMING LESS THAN 12" THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN THIS DETAIL ONLY APPLIES WHEN '. - D 0' =F STUD TO TOP I'I_ SDWC15600 11,1;1 ® 32" z a 8d ® 3" FLOOR TRUSSES OR JOIST. PLAN OPTION C DROPPED BEAM WALL SHEATHING CS18 w/7-1Odx1Y2" EACH END ® 48" O.C. STRAP CAN BE INSTALLED EITHER FACE OF STUD Y4"x3X2" LAG ',CR WITH ROUND WASH AT EACH FLOOR TRU STUDS TO TOP PLATE STUD TO BOT PLATE: SDWC15600 SCREW. ® 32" O.C. I L-�L<_ 1><1 L_�s L�!Sj mss, STUD TO BOT PLATE: BOT PLATE TO TRUSS TRUSSES PERPENDICULAR TO WALL ABOVE SDWC15600 SCREW. Y4'x3Y2" LAG SCREW ® 32" O.C. WITH ROUND WASHER ^ 24' O.C. r 1 TRUSS OR BEAM PARALLEL TO WALL ABOVE WALL STRAPPING DETAIL DETAIL ONLY APPLIES WHEN NOTED ON PLAN 2x4 BLOCKING H3 ® EA. OUTLOOKER' STUD SPACING, SEE FRAMING PLAN Q&, SCHEDULE. 2x4 BLOCKING AT, 48" O.C. BETWEEN GABLE AND FIRST INTERIOR TRUSS. CONVENTIONAL SW ANCHOR PER SCHEDULE. NO FULL HEIGHT ANCHOR REQUIRED. 4-0.110" TOE NAILS (2 EA. SIDE) 2x4 OUTLOOKER NOTE (A AT 24" O.C. PLACE GABLE END TRUSS TO THE INT. FACE OF ROOF BALLOON FRAMED WALL SHEATHING AND FASTEN TRUSS TOP AND BOTTOM CHORDS TO /5-12d BALLOON FRAMED WALL TOE STUDS w/ 2-0.131X3" NAILS EACH NAILS AT EA. STUD. TRUSS FASTEN GABLE END TRUSS w/ FULL HT. ANCHOR AND HA4 A EA. END BALLOON FRAMED GABLE END SPLICE '2x6 x 4'-6" 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 `p•. DOWN TO REQUIRED DEPTH PRE-ENGINEERED "I \ WOOD ROOF TRUSSES. 12d COMMON WIRE NAILS 0 4" O.C. \ STAGGERED UPLIFT-/ CONNECTOR DOUBLE TOP PLATE RAFTER TAIL DETIAL GABLE TRUSS PI Pb TOP PLAT BELOW V-4" TRUSS BOT. CHORD TO GABLE BRACING TRUSS w/8d ® 12" O.C. FASTEN "TOP CHORD" GABLE BRACE TRUSS TO WALL w/8d @ 6" O.C. 3LE BRACING RVJJ iu YVALL w/(10)8d EA. END SECTION A -A 4-12d TOE'' ROOF NAILS (TYP.) L 2x4 SYP#2 OUTLOOKERS TRUSS @ 24" O.C. H3 OR H2.5T HURRICANE CLIP ® EA. OUTLOOKER TO TRUSS. WALL SHEATHING UP /-CABLE END TRUSS. GABLE BRACINJJECTU TRSS TO WALL, SEE ION A -A TRUSS BOT. CHORD TO GABLE BRACING TRUSS w/8d ® 12" O.C. GABLE END BRACING I 0.1310" TOE NAILS 9 8"O.C. FROM BOT. CHORD OF TRUSS TO DBL. TOP PLATE LSTA12 CSD 48" O.C. OR DBL TOP PLT [\\\_TO GABLE TRUSS BOTTOM CHORD W/ SDWC15600 ® 36" O.C. OMIT IF SHEATHING OVERLAPS GABLE 12" MIN OFFICE COPY Lou Pontigo and Associates. Inc. 420 Osceola Avenue Jaxf Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 .. yy�tltl 13lli�lfgr�, J M tel. Gam;' :• S lf� • i E OF PN u Christopher J Sabourin PE FL PE#71461 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO a ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING: APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. MISC 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. PLAN NAME CAP TIVA - CLASSIC DESIGN/DRAWN/CH ECKED CS / KM /LAP DATE 11.13.17 SCALE AS NOTED LPA No. TOLL -17-01050 CONTROL. No. 5283 SHEET 50.2 SHEET 3 OF g BLOCKING ONLY REQUIRED AT SHEARWALLS AND STUCCO FINISH 5-8d COM EACH SIDE 16d COMMONS OF SPLICE ® 8" O.C. II SHEATHING SPLICE CONT. RIBBON BOARD (TYP) FLOOR TRUSSES OR JOIST. 16d COMMONS @ 8" 0.C. CONT. RIBBON BOARD (TYP) FLOOR TRUSSES OR JOIST. 8d COM 3" O.C. EACH SIDE OF SPLICE SHEATHING SPLICE 3/4" OSB or PLYWOOD RIM BOARD Y4" SHORTER THAN WALL FRAMING WALL FRAMING 1 FLOOR SYSTEM. ALIGN VERTICAL JOINTS WITH N SHEATHING SPLICEII WALL SHEATHING 1 JOINTS -_ BLOCKING_ ONLY REQUIRED L 5-8d COM AT SHEARWALLS AND EACH SIDE STUCCO FINISH OF SPLICE OPTION 1 OPTION 2 OVER LAP SHEATHING APA RIM BOARD OPTION NOTE 1: 1. CONTRACTOR MAY CHOOSE OPTION 1 2 OR 3. 2. CONTRACTOR SHALL OMIT FLOOR TO FLOOR STRAPPING WHEN FULL HEIGHT THREADED RODS ARE INSTALLED FLOOR TO FLOOR WALL SHEATHING AND STRAPPING OPTIONS SO.1 ROOF TRUSS. 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 CEILING 1 WALL FRAMING LINE % INSTALL FLOOR TO J FLOOR STRAPPING PER OPTION 1 OR 2 FLOOR TRUSS PARALLEL MIN WALL STUDS AT 16" O.C. 8d COMMON NAILS AT 3" O.C.(TYP) WALL STUDS AT 16" O.C. ROOF SHEATHING ROOF TRUSS-JtI ROOF TRUSS) I 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/ 8-1/4"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. WHEN 8 LEDGER CONNECTION OTED so.1 TRUSS TO LEDGER CONNECTION BY TRUSS ENGINEER. NOT SHOWN FOR CLARITY 2x4 SPF#2 -"-� BLOCKING ROOF MEMBER. 2x4 BLOCKING. FASTEN EACH END w/3 -10d 2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, TOENAILS FASTEN TO ROOF FRAMING BELOW w/ 4-12d NAILS AT EACH RAFTER. COMMONS OVERFRAME RAFTERS, SEE PLAN. f1NA SON H3 w/ 10-8d COMMON FROM RAI TER TO LEDGER LEDGER TO ROOF MEMBER. THESE STRAPS MAY BE OMITTED2X4 T -BRACE. ONLY REQUIRED FOR BRACE WHEN OVERFRAMETO BOTH H3 ABOVERAFTER LENGTH LENGTHS > 8'-0". IDE MTS12 QR CS16 DIRECTLY LESS THAN 4'-0" ASTEN w/10d COMMONS BETWEEN OVERFRAMING RAFTER ®6" ON -CENTER AND ROOF MEMBER. PROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT TO TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. DECK LEDGER AT OVERFRAME RAFTERS USE THIS DETAIL TO FASTEN OVERFRAMED ROOFS, VALLEYS, ETC. D WASHER PLAN 01 I X I FULL HEIGHT 9 v v ANCHORING SPECIFICATIONS DOUBLE FULL HT. SOLE FULL HT. ANCHOR I UPLIFT PLATE ANCHOR TOP PLATE. DOUBLE TOP CONNECTOR PLATE SEE PLAN WALL STUD OA OR POST. FULL HEIGHT THREADED ROD SEE PLAN ELEVATION IJ STEEL COUPLER (OPTIONAL, LOCATE J FULL HT. AS NEEDED) ANCHOR AT SILL PLATE AT TOP PLATE FLOOR FRAMING FUL. HEIGHT THREA, ED ROD FOUNDATION, :E PLAN PER PLAN. LEMBEDMENT DEPTH O FULL HEIGHT ANCHOR INSTALLATION CHART THREADED SYP#2 2x4 NAILER FASTENED TO TRUSS O O O ROOF BOT. CHORD w/ 0.131x3" ® 3" O.C. WASHER SPEC. EMBEDMENT DEPTH 2x4 SYP#2 CATS AT 12" 3/8 I/2 '0 1/211 0 TRUSS. FLOOR OR 4" 4„ FASTENf_D TO SHEATHING w/ 8d @ 3" O.C. ROOF 3/4„0 3/4"0 O.C. FASTENED TO TOP 7.5" 12" 2Y2, 3„ ROOF TRUSS. MONO STEM MONO STEM TRUSS. SDWC 15600 PLATE w/ 4-0.131x3" Y2x6" TITEN HD I MIN. (2)2x4 WOOD 111/a„ '-- BELOW. & (1) ADJ. SHEATHING FASTENED TO TO PORCH HEADER. 32" O.C. COMMON. CONTINUOUS LATERAL BRACING, SEE MAX. /TOP PLATE w/ 10d ® 3" O.C. SCREWS I LOCATION. IF MORE THAN (1) LATERAL 16" MAX. SHEARWALL BRACE IS NEEDED, OVERLAP BRACE OSB WALL FASTEN CATS EACH END w/ AS SHOWN. SYP#2 CONT. ATTACH TOP PLATE AND TRUSSSHEATHING 3-0.131x3" COMMON TOE NAILS I 72x / 0.131x3" @ 3" O.C. EDGE OF 11 MAY OVERHANG TOP PLATE. SHEARWALL SHEARWALL OR II SHEARWALL EXTERIOR WALL ALTERNATE A ALTERNATE B ALTERNATE C ALTERNATE G 7/,r" OSB DIAPHRAGM FASTEN ROOF FLOOR DECK 10d @4"O.C. FLOOR TO NAILER w/ (1) ROW 8d TRUSS. __ _ _ _ __ _ _ 2x4 SPF#2 CONTINUOUS - TRUSS. ® 3" O.C. FASTEN TO TOP LEDGER FASTENED PLATE w/ (2) ROWS a /6" OSB TRUSS WEBS WITH-- OF 8d ®3" O.C. a BLOCKING i BLOCKING w/3 -0.131x3" SHEARWALL NOTES: 2x4 SPF PANEL FLOOR COMM(N. 1. ATR OF TRUSS, SYP#2 2x4 NAILER FASTENED :; ALL AROUND FRAMING I. CONTRACTOR CHOOSE MAY A,B,C,D, OR G. TO TRUSS BOT. CHORD w/ FASTEN CATS EACH END w/ 2x4 SYP#2 CATS AT 12" 2 ROWS 0.131x3" ®3" O.C. ( ) II 3-0.131x3" NAILS ® 6" O.C. jl O.C. FASTENED TO TOP 2, USE LTERNATE A. II I INTERIOR SHEARWALL- I I PLATE w/ 4-0.131x3" AT EXTERIOR WALLS SW- 2 I SHEARWALL OR COMMON. ENDING ETWEEN ROOF 5-16d NAILS _//!! EXTERIOR WALL TRUSSES. ALTERNATE D ALTERNATE E (TYPICAL) ALTERNATE F 3. USE NLTERNATE E & F FOR FLOOR TRU TTA HMENT SHEARWALL ATTACHMENT AT ROOF FLOOR MIN WALL STUDS AT 16" O.C. 8d COMMON NAILS AT 3" O.C.(TYP) WALL STUDS AT 16" O.C. ROOF SHEATHING ROOF TRUSS-JtI ROOF TRUSS) I 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/ 8-1/4"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. WHEN 8 LEDGER CONNECTION OTED so.1 TRUSS TO LEDGER CONNECTION BY TRUSS ENGINEER. NOT SHOWN FOR CLARITY 2x4 SPF#2 -"-� BLOCKING ROOF MEMBER. 2x4 BLOCKING. FASTEN EACH END w/3 -10d 2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, TOENAILS FASTEN TO ROOF FRAMING BELOW w/ 4-12d NAILS AT EACH RAFTER. COMMONS OVERFRAME RAFTERS, SEE PLAN. f1NA SON H3 w/ 10-8d COMMON FROM RAI TER TO LEDGER LEDGER TO ROOF MEMBER. THESE STRAPS MAY BE OMITTED2X4 T -BRACE. ONLY REQUIRED FOR BRACE WHEN OVERFRAMETO BOTH H3 ABOVERAFTER LENGTH LENGTHS > 8'-0". IDE MTS12 QR CS16 DIRECTLY LESS THAN 4'-0" ASTEN w/10d COMMONS BETWEEN OVERFRAMING RAFTER ®6" ON -CENTER AND ROOF MEMBER. PROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT TO TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. DECK LEDGER AT OVERFRAME RAFTERS USE THIS DETAIL TO FASTEN OVERFRAMED ROOFS, VALLEYS, ETC. D WASHER PLAN 01 I X I FULL HEIGHT 9 v v ANCHORING SPECIFICATIONS DOUBLE FULL HT. SOLE FULL HT. ANCHOR I UPLIFT PLATE ANCHOR TOP PLATE. DOUBLE TOP CONNECTOR PLATE SEE PLAN WALL STUD OA OR POST. FULL HEIGHT THREADED ROD SEE PLAN ELEVATION IJ STEEL COUPLER (OPTIONAL, LOCATE J FULL HT. AS NEEDED) ANCHOR AT SILL PLATE AT TOP PLATE FLOOR FRAMING FUL. HEIGHT THREA, ED ROD FOUNDATION, :E PLAN PER PLAN. LEMBEDMENT DEPTH O FULL HEIGHT ANCHOR INSTALLATION CHART THREADED © O O O ROD 0 WOOD PLATE CONCRETE HOLE HOLE WASHER SPEC. EMBEDMENT DEPTH EDGE DISTANCE 3/8 I/2 '0 1/211 0 2x2x1/8" 4" 4„ 2.. 3„ 5/8 3/4„0 3/4"0 3x3x'/4„ 7.5" 12" 2Y2, 3„ ANCHOR OR DTT2Z MONO STEM MONO STEM FULL_ HEIGHT ANCHOR WALL SECTION THREADED ROD INSTALLATION CHART FULL HEIGHT WOOD FRAME WALL ANCHORING SYSTEM THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN ANCHORING SYSTEM: THE THREADED ROD ANCHORING SYSTEM SHALL CONSIST OF -Y8"0 A307 THREADED RODS, ORIENTED VERTICALLY AND ATTACHED TO THE FOUNDATION AND TO THE UPPERMOST PLATE AT THE LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE TOP PLATE, PROVIDE A 2"x 2"x Ya" STEEL WASHER. FASTEN WITH A NUT AND ALLOW AT LEAST 3 THREADS TO EXTEND ABOVE TIGHTENED NUT. (TYP.) ROD INSTALLATION: AT ALL PLATE PENETRATIONS, PROVIDE A HOLE IN THE PLATE i%" LARGER THAN THE DIAMETER OF THE THREADED ROD USED. WHILE SINGLE CONTINUOUS RODS ARE PREFERRED, COUPLER (SIMPSON CNW OR EQUAL) MAY BE USED IN CASES WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE ROD SHALL BE INSTALLED APPROXIMATELY CENTERED IN HOLE. RODS MAY BE SLANTED FROM TRUE VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO AVOID CONFLICTS WITH FLOOR AND WALL FRAMING. THE NUT ABOVE THE UPPERMOST PLATE SHALL BE SECURED OVER THE WASHER TO A SNUG -TIGHT CONDITION PLUS ONE-HALF TURN OF A STANDARD WENCH (APPROXIMATELY 30 FT. -LBS. OF TORQUE). DUE TO SHRINKAGE AND COMPRESSION OF BUILDING CONTRACTORS SHALL RE -TIGHTEN NUT TO 30 FT. -LBS. OF TORQUE AFTER ALL TRADES ARE COMPLETE AND PRIOR TO INSULATION. EPDXY AN PORING: ALL THREADED RODS SHALL BE DRILLED & I FOXY ANCHORED. SEE INSTALLATION CHART FOR EMBEDMENT AND EDGE DISTANCE REQUIREMENTS 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 P RCH SHEATHING, HEADER S E SPECIFICATIONS S Low END )RCH PARALLEL HEADER & SUPPORT TO WALL PORCH POST, PER PLAN. I (2)MSTA24 PERPENDICULAR STRAPS TO WALL 24" 16 GUAGE POST BASE: STRAP w/11- PO T 24" 16 GUAGE 4x4 POST-ABU44 10dx1Y2" EA. END BE OW STRAP w/11- 6x6 POST;ABU66 1Odx1Y2" EA. END PORCH. PORCH HEADER, I� - SLAB SEE PLAN TS16 TRAPS MSTA24 5/j" ROD STRAPS EPDXIED 6" MIN PLAN VIEW dF PLAN VIEW OF ELEVATION VIEW OF PORCH HEADER PORCH HEADER PORCH HEADER AT CORNER POST AT POST AT POST PORCH SHEATHING SPECIFICATIONS: '/2" GYPSUM (WAFTER PROOF) GREEN BOARD, w/ 5d COOLER NAILS @ 6" O.C. EDGE & FIELD OR 3/B" (OR GREATE ) OSB OR PLYWOOD, w/ 8d COMMON NAILS ® 6" O.C. EDGE AND FIELD 2 TYPICAL PORCH FRAMING DETAILS SEE DETAIL 5/SO.1 FOR DIAPHRAGM ATTACHMENT\ WHERE APPLICABLE I A> II i- - - SW 8d03'1 6" SW 803"/6" PERFORATED SHEARWALL SEGMENTED SHEARWALL (A)- UPPER TO LOWER STUDS UPPER TO LOWER STUDS SW 8d®3;/I,: (2) CS18 STRAPS SW 8d@3/6: (2) CS18 STRAPS ® END STUDS TO FOUNDATION B - END STUDS TO FOUNDATION SW 8d®3/I,. HTT5 OR HDU5 W 8d®3/6: HTT5 OR HDU5 TE- SOLE PLATE ANCHORS C - SOLE PLATE ANCHORS E SCHEDULE ON DETAIL 3/SO.0 EE SCHEDULE ON DETAIL 3/SO.0 SHEARWALL NOTES 1. PROVIDE 3/6"OSB SHEA RING WITH 8d COMMONS 0 3" O.C. AT PANEL BOUNDARIES AND 6" IN THE FIELD. PROVIDE 2x BLOCKING AT LL PANEL EDGES. 2. PROVIDE A MINIMUM OF 2 STUDS EACH END OF SHEARWALLS. KING & JACK STUDS AT HEADERS MAY SERVE AS END POSTS FOR SW. 3. FASTEN ALL INTERIOR S{N FO ROOF OR FLOOR TRUSSES PER 5/SO.1 4. INSTALL INTERIOR FOOTIN, BELOW SHEARWALL PER DETAILS ON S1.0 TYPICAL SHEARWALL ELEVATION PROVIDE SOLID BLOC.I ING WITHIN FLOOR SYSTEM AT SW END POSTS. L4-12d TO� ROOF NAILS (TYP,) -2x4 SYP#2 OUTLOOKERS TRUSS i ® 24" O.C. H3 OR H2.5T HURRICANE CLIP 0 EA. OUTLOOKER TO TRUSS. 2X6 ANGLE BRACE 2x4x6' SYP#2 LATERAL BRACE EA. g -10d X -BRACE w/ 2-16d INTO BOTTOM COMMONS CHORD OF EA. TRUSS. 10 GABLE END BRACING S0.1 NOTES: 1. SPACE GABLE END BRACING @ 4'-6" MAX. 2. ALL MATERIAL TO BE SYP#2 318" FULL HEIGHT ROD TEN HD R TIGHT PLATE ON TITEN HD ROD COUPLER )DS - THD37634RC (%"x0/4") %11 F LL HEIGHT ROD ALTERNATE :1:3ATTA HMENT S0.1 _ WALL SHEATHING UP GABLE END TRUSS. 2X4 #2 SYP BLOCK ® EACH GABLE BRACE. FASTEN EACH END W/ 3-10d TOENAILS BLOCK TO DBL TOP PLT W/ 2-H2.5T 0.131x3" TOE NAILS ® 8"O.C. FROM BOT. CHORD OF TRUSS TO DBL. TOP PLATE LSTA12 ® 48" O.C. OR DBL TOP PLT TO GABLE TRUSS BOTTOM CHORD W/ SDWC15600 ® 36" O.C. OMIT IF SHEATHING OVERLAPS GABLE 12" MIN (1)MSTA24 STRAPS OVERTOP PLATE FASTEN w/18 -10d (2)MSTA24 STRAPS FOLD OVER TOP PLATE FASTEN w/18 -10d MINIMUM 2 PLY U MINIMUM STUD 2 PLY STUD AT 2ND STORY STUDS PROVIDE 1 CS18 STRAPS AT BASE OF STUDS (FLOOR TO FLOOR) i r 6" CONNECTION CALL OUT DBL. TOP MAX NOTCH HEADER PLATE -\., BELOW TOP PLATE SEE PLAN C (1)MSTA24 STRAPS PORCH 8 -GUN NAILS ° °i HEADER, 0.131x3" GUN I NAILS SEE PLAN. FULL HEIGHT BRACING APPNWEBS-,, Ya"x1Y2" jl I ANCHOR OR DTT2Z I Y2" THREADED ROD I FRONT SIDE O HOLD DOWN AT EADEDJ I Y2x6" TITEN HD I MIN. (2)2x4 WOOD BASE OF POST BELOW. & (1) ADJ. OPTION A TO PORCH HEADER. WALL SHEATHING STUD WALL FRAMING 8d COMMON WIRE NAILS w/ 2x SOLID BLOCKING TO BLOCKING 3" O.C. II AT SHEATHING EDGE - I 1 � 2x4 BLOCKING BETWEEN EA. TRUSS. ATTACH AT EACH WALL STUD w/ 3-16 NAILS AT EA. FRAMING INTERSECTION. (MIN. OF 6-16d BETWEEN EACH TRUSS) PERPENDICULAR TRUSS DETAIL B WALL SHEATHING LSTA12 FOLDED OVER TOP DOUBLE TOP PLATE PLATE w/5 -10d NAILS CONTINUOUS OVER INTO TOP PLATE & 5-10d R HE 6" NAILS INTO BEAM. SPACE MAX4 ©48" O.C. OMIT IF WALL SHEATHING IS INSTALLED ON FACE OF BEAM 8 -GUN NAILS FULL HEIGHT ANCHOR OR DTT2Z HOLD DOWN AT MIN. (2)2x4 WOOD BASE OF POST BELOW. & (1) ADJ. OPTION B TO PORCH HEADER. ATYPICAL PORCH BEAM CONNECTION IF TRUSS REACTION EXCEEDS 2300lbs PROVIDE CRIPPLE STUDS �J�-DIRECTLY BENEATH TRUSS 2-SIMPSON H2.5T. I I I I n STRAP KING POST TO POST BELOW WITH 2-CS16 STRAPS WHEN FULL HEIGHT ANCHORS ARE NOT USED STRAP KING F POST BELOW WITH STRAPS WHEN FULL HEIGHI ANCHORS ARE NOT USED I STUD WALL FRAMING w/ 2x SOLID BLOCKING AT SHEATHING EDGE 8d COMMON WIRE NAILS TO BLOCKING @ 3" O.C. 'Illy L------ --------- 1 ROOF TRUSS 1 OR JOIST �� i�FOR PERPENDICULAI JI TRUSS CONNECTION SEE DETAIL B ABO\ CONTINUOUS 2x6 SYP#2 LEDGER FASTEN WITH 5-0.131x3" EA. STUD. PARALLEL TRUSS DETAIL A 1 WALL ADJ. TO ROOF CONNECTION SEE CONSTRUCTION SPECIFICATIONS FOR ROOF AND WALL SHEATHING AND STUD FRAMING. HEADER DOWN CONNECTION CONNECTION CALL OUT UPLIFT CONNECTOR A H2.5T ®32" O.C. TOP &BOT B SEE PLAN C (1)MSTA24 STRAPS D FULL HGT THREADED ROD SEE PLAN OR HTT4 HOLD DOWN AT BASE (U.O.N) HEADER 1 -IE DOWN THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN AAI II TIPI F RRA( FF) TR1144F4 AS INr)ICATFI) IN TRUSS SPFCIFICATIONS- SIMPSON DTT2Z W/8- 1'4"x1)2" HTT5 SDS SCREWS ALTERNATE FOR ALTERNATE FOR 3/8" FULL HEIGHT ROD 5/8" FULL HEIGHT ROD le 14 FULL HEIGHT THREADED ROD so.1 ALTERNATE PERMANENT TRUSS BRACING SCALE: 3/4" = 1'-0" SIMPSON HTT5 OR HDU5. FASTEN 26-10d COMONS HTT5 or HDU5 MIN 2 PLY STUD UPLIFT CONNECTOR -7 (1)DIAGONAL BRACE PER ITS ACCEPTABLE SEE PLAN TO SISTER A 'LY (4) TO TRUSSES APPLIED BACKSIDE OF WEB. FASTEN w/12- -r I 0.131x3" GUN I NAILS j SIMPSON DTT2Z j BRACING APPNWEBS-,, Ya"x1Y2" jl I SDS SCREWS j I Y2" THREADED ROD I FRONT SIDE O EPDXIED 4" MIN OR I EADEDJ I Y2x6" TITEN HD I OXIED o ° CONTINUOUS LATERAL BRACING, SEE TRUSS SHOP DRAWING FOR QTY. AND LOCATION. IF MORE THAN (1) LATERAL BRACE IS NEEDED, OVERLAP BRACE AS SHOWN. SIMPSON DTT2Z W/8- 1'4"x1)2" HTT5 SDS SCREWS ALTERNATE FOR ALTERNATE FOR 3/8" FULL HEIGHT ROD 5/8" FULL HEIGHT ROD le 14 FULL HEIGHT THREADED ROD so.1 ALTERNATE PERMANENT TRUSS BRACING SCALE: 3/4" = 1'-0" SIMPSON HTT5 OR HDU5. FASTEN 26-10d COMONS HTT5 or HDU5 DTT2Z HEADER UP CONNECTION MIN 2 PLY STUD UPLIFT CONNECTOR IN LIEU OF 2 STUDS LS18 @ 32" O.C. ITS ACCEPTABLE SEE PLAN TO SISTER A 'LY 36" LONG STUD �I FASTEN w/12- -r I 0.131x3" GUN I NAILS j SIMPSON DTT2Z j jw/8- Ya"x1Y2" jl I SDS SCREWS j I Y2" THREADED ROD I EPDXIED 4" MIN OR I EADEDJ I Y2x6" TITEN HD I OXIED DTT2Z HEADER UP CONNECTION CONNECTION CALL OUT UPLIFT CONNECTOR A j LS18 @ 32" O.C. B SEE PLAN C (1)CS16 STRAPS D ! FULL HGT THREADED ROD SEE PLAN OR HTT4 HOLD DOWN AT BASE (U.O.N) SINGLE TRUSS BRACING I°I I°I II II I°I I,I II T -BRACE FASTENED TO I°I WEB w/ 12d @ 6"O.C. I T -BRACE TO BE THE°I SAME SIZE, SPECIES, AND GRADE AS WEB TIO BE BRACED.°I II I°I II MIN 2 PLY STUD IN LIEU OF 2 STUDS ITS ACCEPTABLE GIRDER TRUSS TO SISTER A OR BEAM 36" LONG STUD FASTEN w/12 - 0.131x3" GUN NAILS (2)MTS12 SIMPSON FULL HEIGHT BRACING NOTES AND SPECIFICATIONS 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 F TT BR CI T A Lou Ponti3o and � Associates, Inc. 420 Osceola Avenue ).ix, Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 �ttit�tl11 ,ldt/�!! il, 0 611 s " 5,f 61 01 S R IQ lr"/ONA1_ lfJYPi:J! •'lllgpil`!`\ Chrisropher I Sabourin PE I L PE#71461 REVISIONS DATE FIELD ALTERATION CON rRACI OR 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 FIELDALTERNATIONS MADE PRIOR TO BEING.APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. LINE 0 BOM CHO SPACING A NG A TYPICAL MAXIMUM SPACING OF 20 FEET. 'FRAMING DETAILS GIRDER TRUSS OFFICE COPY OR BEAM (2)MTS12~ LTT20B THREADED ROD 1 �(2)H2.5T `(2)H2.5T WITHIN 6" OF MINIMUM GIRDER (SEE PLAN) 2 PLY AT 2ND STORY STUD STUDS PROVIDE Y2" THREADED ROD 2 CS18 STRAPS EPDXIED 4" MIN OR AT BASE OF STUDS Y2x6" TITEN HD (FLOOR TO FLOOR) LTT20B HOLD DOWN ATTACHMENT DETAIL MINIMUM 2 PLY HOLD DOWN SEE PLA STUD3/6" ROD = DTT2Z %" ROD = HTT5 BUILT-Uf POST, BUILT-UP POST, SEE PLAN. SEE PLAN. OPTION 1 OPTION 2 FULL HEIGHT TR CONVENTIONAL WHEN 16 GIRDER / BEAM STRAPPING THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME GAPTIVA - CLASSIC DESIGN/DRAWN/CHECKED CS / KM /LAP DATE 11.13.17 SCALE AS NOTED LPA No. TOLL -17-01050 CONTROL No. 5283 SHEET SO.1 SHEET 2 OF g DESIGN SPECIFICATIONS _ � CUSP CONNECTORS DESIGN CODE: 2014 FLORIDA BUILDING (-'ODE - RESIDENTIAL DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS, UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. DESIGN LOADS: ACTUAL AND UNIFORM ROOF FLOOR ROOF LOADING (cd=1.25) (cd=1.00) TOP CHORD LIVE LOAD 20 psf 40 psf TOP CHORD DEAD LOAD 7 psf (ARCH SHINGLES) �p Psf COMPONENTS & CLADDING ALLOWABLE DESIGN PRESSURES TRIBUTARY AREA (sf)ZONE INTERIOR EDGE STRIP (PSF): (PSF) a' = 4'-6" 10-34.2 -27.7 +25.6 -34.2 50 +22.9 -25.0 +22.9 -28.8 100 +21.8 -23.9 +21.8 -26.6 GARAGE DOOR PRESSURES (PSF) 1 CAR UPLIFT SPF GARAGE +22.9 DOOR -28.8 (8'x7') (9)1 Odxl V, 2 CAR USP RT7 GARAGE +21.8 DOOR _23 9 (16'x7') 775 CONNECTOR SYP UPLIFT SPF FASTENERS :A. END USP A35 450 450 (9)1 Odxl V, USP HTT16 4290 4290 5/"� ROD USP RT7 585 495 5)8d EA END USP RT8A 775 650 (5)10dx1'/2" EA. END USP MTW12 1195 860 (7)10dx1'�2" EA. END USP HTW20 1450 1245 (12)10dx1'/2" EA. END I'll„c-r�� ,con In�� /n1,na c coin FL# CODE FL# CODE 10446.4 11478.3 10456.6 10456.3 13872.3 13872.4 13872.8 11496.2 11496.2 10655.113 10531.36 10849.6 10849.6 11506.4 11496.3 13872.5 10852.1 FLOOR SHEATHING SPECIFICATIONS 23/32" T&G OSB OR PLYWOOD SHEATHING, GLUE AND NAIL WITH 10d COMMON @ 6" O.C. EDGE & FIELD ROOF SHEATHING SPECIFICATIONS: HS INGLE_ MIN./�B ", 24/16, APA RATED OSB OR PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS CSD 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" OF ROOF EDGE). TILE - MIN. 15/32" 32/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK @ 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" OF ROOF EDGE). METAL - MIN. 1/2", 24/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS @ 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0' OF ROOF EDGE). WALL SHEATHING SPECIFICATIONS: FLEXIBLE FINISH -MIN. '/,6" 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ 8d @ 4" O.C. EDGE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE TO UPPER TOP PLATE. FLEXIBLE FINISH WALLS INCLUDE: WOOD, CEMENT, OR VINYL SIDING, HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE CONSIDERED BRITTLE FINISH. STUCCO FINISH -MIN. '/,6 ", 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ 8d @ 4" O.C_ EDGE AND 6" O.C. FIELD. `_>HEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE TO UPPER TOP PLATE. MASONRY SPECIFICATIONS- MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI530.1--05. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 WITH A MINIMUM OF 28 DAY COMPRESSIVE STRENGTH OF 2000 psi PER ASTM C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF 3/e PLACED AT AN 8" TO 11" SLUZI, MORTAR SHALL CONFORM TO ASTM C270 AND TYPE M OR S. TYPE N MORTAR MA)' BE USED IN BRICK VENEER. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. CONCRETE MASONRY UNITS (CMU): CMU SHALL BE IN ACCORDANCE WITH ASTM C90-75, HOLLOW LOAD-BEARING (CMU), TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A MINIMUM COMPRESSIVE STRENGTH OF 1900 psi (f'm=1500 psi). GROUT ALL CELS CONTAINING VERTICAL REINFORCEMENT IN 5'-0" MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530.1-02 IN THE BOTTOM OF COURSE OF MASONRY WHEN THE WALL HEIGHT EXCEEDS 5'-0". MASONRY STEMWALLS: ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, E GRADE N-1 HOLLOW CONCRETE MASONRY UNITS WITH TYPE 'S' MORTAR. WALL COURSING SHALL BE RUNNING BONDS, STACK BOND SHALL NOT BE USED. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. SPLICES IN REINfURCING, WHERE PERMITIED, SHALL BE 48 BAR DIAMETERS. ALL EXTERIOR WALLS SHALL BE REINFORCED FULL HEIGHT WITH - #4 @ 4'-0" O.C. MAX. AND AT EACH CORNER, WALL END, AND WALL INTERSECTIONS. PROVIDE CONTINUITY OF REINFURC+i!G INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR MORE COURSES, PROVIDE HORIZONTAL JOINT REINFORCEMENT A' --45" O.C. VERTICALLY, (EVERY OTHER COURSE), AND VERTICAL REINF. SHALL BE INCREASED AS NOTED ON 1/S1.0. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL BE A MINIMUM OF 6". CLAY MASONRY (BRICK): _ BRICK SHALL BE IN ACCORDANCE WITH ASTM C62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. CONCRETE SPECIFICATIONS-- ALL PECIFICATIONSALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318-08, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 301. ALL CONCRETE SHALL HAVE A MIN14UM COMPRESSIVE STRENGTH OF 3000 PS AT 28 DAYS CONCRETE AT GARAGE AND PORCH SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. GENERAL NOTES: FOOTING AND FOUNDATIONS: WITH A SOI BEARING DESIGN TIG V RIFY ITABLE FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES. FOOTING HAVE BEEN DESIGNED WI 4 G ( MAXIMUM) OF 2000 PSF. A SOILS INVESTIGATION REPORT IS RECOMMENDED TO E SU SUBSURFACE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. SOIL SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE (CLAY) SOILS. SOIL COMPACTION AND 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 FOOTING DIMENSIONS AND LOCATION FROM THE FOUNDATION PLAN SHOWN ON S1.0. DO NOT DETERMINE FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL PLAN 02 FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDATION PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3" IN FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS FOOTINGS PROVIDE #3 @48" O.C. OR ROD CHAIRS. 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, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS CONCRETE SLABS ON GRADE: 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. SAWCUTS: FOR CONTROLLED CRACKING CUT A 1" SAWCUT INTO SLAB IN A 12'x12' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUT SLAB CALL EOR FOR ALTERNATIVE METHODS. 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 OR SOIL SHALL BE PRESSURE -TREATED. IF, ACQ 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 SHINGS SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. CLAY AND TILE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL." AND THE MANUFACTURER'S REQUIREMENTS. STANDING SEAM METAL ROOFS SHALL COMPLY WITH ASTM E1514 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. WATERPROOFING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/INSTALLATION OF ALL WATER PROOFING. WOOD FASTENING SCHEDULE BRICK NOTES / LINTEL SCHD PLAN LEGEND ANDABBREVIATIONS MEMBERS CONNECTION FASTENER LINTEL DIMENSION MIN. BRG. MAX. SPAN INTERIOR LOAD BEARING WALL BUILT-UP POST IN THE WALL TOP PLATE TO TOP PLATE FACE NAIL 2 -GUN NAILS @ 12" STAG. L3'/2x3'/2x'/4 4" 6'-0" �` GABLE X -BRACE, SEE DETAIL 10/S0.1 TOP PLATE, LAPS/INTERSECTION FACE NAIL (2-16d) 3 -GUN NAILSL4x31/2"x'/4 6" 8'-0" (2)2 8_1/2 HEADER SIZE, JACK AND DBL. TOP PLATE TO STUD FACE NAIL (2-16d) 3 -GUN NAILS DESIGNATES SHEARWALL. THE KING STUD QUANTITY. " HIDDEN LINE DESIGNATES SIDE OF RIM JOIST TO TOP PLATE TOE NAIL (8d @ 6") GUN NAIL @ 6" L5x3'/2 x /4 6" 10'-0" _ WALL THE SHEARWALL SHEATHING L6x3'/2 "x'/4 6" 12'-0"SW 3' /6" TO BE APPLIED. 8d @ 3/6 CEILING JOIST TO TOP PLATE TOE NAIL (3-8d) 5 -GUN NAILS DESIGNATES 8d COMMONS @ 3" L7x3'/2"x'/4 6" 16'-0" O.C. EDGE & 6" O.C. "IN THE CEILING JOIST, OVER PARTITIONS FACE NAIL (3-16d) 4 -GUN NAILS FIELD" 1. STEEL LINTELS TO BE MINIMAL 36" CEILING JOIST TO ROOF RAFTER FACE NAIL (6-16d) 8 -GUN NAILS LINTEL MUST HAVE CORROSION rr BRICK JOIST/TRUSS TO PLATE TOE NAIL (2-16d 3 -GUN NAILS RESISTANT COATING OF EPDXY BASED _______�- VENEER ADJ -ADJACENT LG - Long BM i - BEAM MANUF - Manufacture PAINT. WEATHER BOT - BOTTOM MONO Monolithic RAFTER TO PLATE TOE NAIL (3-8d) 3 -GUN NAILS I*BARRIER BRG - BEARING OC On Center 2. LINTEL MORE THAN 8'-0". SHOULD I==== CMU - CONCRETE MASONRY UNIT OSB -Oriented Strood Board JACK RAFTER TO HIP TOE NAIL (3-10d) 4 -GUN NAILS BE LATERALLY SUPPORTED NOT TO Ij I _____ _ DBL - DOUBLE PERP Perpendicular ROOF RAFTER TO 2x- RIDGE BM. TOE NAIL (2-16d) 3 -GUN NAILS EXCEED 6 FT. O.C. w/ 2-'/4x3" WD. I. _ DIA - DIAMETER PRE ENG - Pre Engineered CONT. HEADER, TWO PIECES FACE NAIL 16d@ 16" O.C. @ EDGE SCREWS INTO HEADER PROVIDE A '/2' 1 LINTEL EA - EACH PSF - Pounds per Square Foot VERTICAL SLOTTED HOLE FOR SCREW. ATTACHMENT EE - EACH END PSI Pounds per Square Inch CONT. HEADER TO STUD TOE NAIL (3-16d) 4 -GUN NAILS 1====___ SEE NOTE 2 EOR - ENGINEER OF RECORD PT - PRESSURE TREATED 3. BRICK VENEER ATTACHMENT: EQ - EQUAL STUD TO SOLE PLATE TOE NAIL (3-16d) 4 -GUN NAILS QT - Quick Tie HORIZONTAL TIES @ 24" O.C., VERT. EXT -EXTERIOR REINF Reinforce SOLE PLATE TO JOIST/BLOCKING FACE NAIL (16d @ 16") GUN NAIL @ 8" TIES @ 12" O.C.. (FOR 11Omph HEADER, FLASHING FBC - FLORIDA BUILDING CODE SF - Square Foot WIND -ZONE VERT. TIES @ 16" O.C.). SEE PLAN FDN -FOUNDATION SPF -Spruce Pine Fur AT ALL OPENINGS SPACE TIES WITHIN BRICK LINTEL, NAIL SPECIFICATIONS FT - FOOT SYP - Southern Yellow Pine "x0.131 "0 = GUN NAILS 2"x0.113"0 =RINK SHANK 3 SEE SCHEDULE FTG - FOOTING THRU Through 3 12' OF OPENINGS. PROVIDE3/,,,"O WEEP HDR - HEADER TYP - Typical 2"x0.113"O = 6d 2'/2 "x0.131 "O = 8d HOLES @ 33" O.C. IMMEDIATELY ABOVE SECTION VIEW "x0.148"0 = 10d 3'/2"x0.162"O = 16d FLASHING. LBS - HORIZONTAL LION -Unless Otherwise Noted 3 OF BRICK LINTEL LBS -POUNDS VERT -Vertical 11/2%0.148"0 = t Odx1'/2 " 1'/2%0.131"0 = 8dxl'/2 " WWF - Welded Wire Fabric TYPICAL WALL FRAMING NOTES: 1. USE SPF#2 OR BETTER FOR ALL WALL STUDS.. 2. USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. 3. USE SYP#2 FOR ALL HEADERS 4. ALL WALLS SHALL BE BALLOON FRAMED FULL HEIGHT TO ROOF OR FLOOR BEARING ELEVATION, U.O.N. ON PLAN. 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS TO CONCRETE SLAB w/10d MASONRY CUT NAILS @ 48" O.C. MINIMUM. SEE FOUNDATION PLAN ADDITIONAL ANCHORS AT SHEARWALLS SEE PLAN FOR STUD SIZE AND O.C. Sf ACING. WITHIN FLOOR SNS I EM WHERE POST IS f BOVE. 8d COMMON @ 3" O.C. F ------- I' I y I L---- - J I SYP#2 DBL. II SEE TOP PLATE. FULL HEIGHT II i SHEATHING II TO BE II CONTINUOUS ;I TO UPPER I TOP PLATE. TYPICAL STUD NAILING: 0.131x3" END NAILS: (2) @ 2x4, (3) @ 2x6, (4) @ 2x8. TOP CHORD DEAD LOAD 20 psf (TILE SHINGLES) 0 sf BOTTOM CHORD LIVE LOAD 10 psf P BOTTOM CHORD DEAD LOAD 5 psf 5 psf DEFLECTION CRITERIA: ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/2408 0.75" MAX ANY CASE THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD). THE ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION SHALL BE PERMITTED COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. R LINEAR INTERPOLATION IS PERMISSIBLE. PLUS = PRESSURE AND MINUS = SUCTION. • DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING S THE RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. �`� v �"-- --� a- I !v �`��` DENOTES EDGE STRIP. r-- SEE C & C CHART v I ABOVE FOR 'o' DIMENSION v v L * '� FI - I vl I I v �IL` L__ _ J [NOT ACTUAL PLAN] -Ira VJ V USP MSTA36 2065 2065 (13)10d :A. END USP LTS20B 1105 1105 '/2"0 ROD TO FTG. USP JUS28 1305 1305 (6)1Od T) HEADER USP HTT16 4290 4290 5/"� ROD TO FTG. USP HTT22 5370 5370 5/8 "0 RODTO FTG. WIND LOADING: ASCE 7/10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, ATTIC FLOOR LIVE LOADS COMBINED WITH ROOF LIVE LOADS SHALL BE MULTIPLIED BY 0.75 WHEN COMBINED w/ DEAD LOAD. BASIC WIND SPEED (ASCE 7-10) - - - - - - - - - - 130 MPH IMPORTANCE FACTOR --------------- 1.00a MEAN ROOF HEIGHT - - - - - - - - - - - - - - - - 25.0 FT ROOF PITCH ----------------- 6/12 BUILDING CATEGORY - - - - - - - - - - - - - - - - II EXPOSURE CATEGORY - - - - - - - - - - - - - - - C ENCLOSURE CLASSIFICATION - - - - - - - - - - - -ENCLOSED INTERNAL PRESSURE COEFFICIENT - - - - - - - - - - t .18 USP PAU44 2535 5/S"0 ROD w/ (12)16d USP PAU66 2535 5/8"4s ROD w/ (12)16d USP MSTAM24 1545 1455 (5)'/4" x2-'/4 TAPCONS SIMPSON CONNECTORS I 1 CONNECTOR UPLIFT FASTENERS SIMPSON:- SYP SPF A35 450 450 12-8dx1'/2' SCHEDULE. H2.5T 600 520 5-Sd EA. :ND HTS16 1150 1085 16-tOd EA END MTS12 1000 860 , 7-10dx1 /2 ' EA. END HTS20 1450 1245 24-10dx1' " EA. END MATERIAL SPECIFICATIONS MSTA24 1765 1270 9-10d EA. END MSTA36 2050 1870 13-10d EA END HARDWARE AND ANCHORS: ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH ASTM A 307 OR ASTM F 1554 GRADE 36. WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO EXTERIOR SHALL BE GALVANIZED. RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE '/4" LARGER THAN REBAR SIX AND '/e" LARGER THAN THREADED ROD SIZE. (U.0,N.) ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS (DUAL CARTRIDGE INSTALLATION ONLY): EPDXY: ITW RED HEAD A7 REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. WELDED WIRE FABRIC (WOOF): SHALL BE ASTM A185. R LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES - ELASTIC MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psi HTT4 3480 _ 3080 18-16d T) TRUSS/BEAM 1-5/,"0 R D TO FTG. SCOPE OF SERVICE HTT5 5250' 4670 32-16d TD TRUSS/BEAM 1-5/,,"o RCD TO FTG. 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: CONTINUOUS LOAD PATH FOR WIND UPLIFT, WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT SPECIFICALLY ADDRESSED, TRUSS -TO -TRUSS CONNECTION, AND ANY ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. LUS28 930 780 6-10d TO dEADER 4-1Od TO JOIST HU410 905 785 14-16d TO HEADER 6-16d TO JOIST ABU 44 2200 5/e"0 ROD EPDXIED 6" MIN ABU66 2300 BLOCKING ONLY REQUIRED 5/a"0 ROD EPDXIED 6" MIN SET N/A N/A SIMPSON EPDXY-TIE TRUSSLOK LTT208 1675 1675 10-16d TO STUD/BEAM/POST 1- 0 RCD / z TO FTG. LSTA12 805 695 10-10d FASTENERS @ 24"o.c CS161705 1705 13-8d AS SHOWN GENERAL NOTES CONS T RUCTION SPECIFICATIONS FL# CODE FL# CODE 10446.4 11478.3 10456.6 10456.3 13872.3 13872.4 13872.8 11496.2 11496.2 10655.113 10531.36 10849.6 10849.6 11506.4 11496.3 13872.5 10852.1 FLOOR SHEATHING SPECIFICATIONS 23/32" T&G OSB OR PLYWOOD SHEATHING, GLUE AND NAIL WITH 10d COMMON @ 6" O.C. EDGE & FIELD ROOF SHEATHING SPECIFICATIONS: HS INGLE_ MIN./�B ", 24/16, APA RATED OSB OR PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS CSD 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" OF ROOF EDGE). TILE - MIN. 15/32" 32/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK @ 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" OF ROOF EDGE). METAL - MIN. 1/2", 24/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS @ 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0' OF ROOF EDGE). WALL SHEATHING SPECIFICATIONS: FLEXIBLE FINISH -MIN. '/,6" 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ 8d @ 4" O.C. EDGE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE TO UPPER TOP PLATE. FLEXIBLE FINISH WALLS INCLUDE: WOOD, CEMENT, OR VINYL SIDING, HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE CONSIDERED BRITTLE FINISH. STUCCO FINISH -MIN. '/,6 ", 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ 8d @ 4" O.C_ EDGE AND 6" O.C. FIELD. `_>HEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE TO UPPER TOP PLATE. MASONRY SPECIFICATIONS- MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI530.1--05. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 WITH A MINIMUM OF 28 DAY COMPRESSIVE STRENGTH OF 2000 psi PER ASTM C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF 3/e PLACED AT AN 8" TO 11" SLUZI, MORTAR SHALL CONFORM TO ASTM C270 AND TYPE M OR S. TYPE N MORTAR MA)' BE USED IN BRICK VENEER. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. CONCRETE MASONRY UNITS (CMU): CMU SHALL BE IN ACCORDANCE WITH ASTM C90-75, HOLLOW LOAD-BEARING (CMU), TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A MINIMUM COMPRESSIVE STRENGTH OF 1900 psi (f'm=1500 psi). GROUT ALL CELS CONTAINING VERTICAL REINFORCEMENT IN 5'-0" MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530.1-02 IN THE BOTTOM OF COURSE OF MASONRY WHEN THE WALL HEIGHT EXCEEDS 5'-0". MASONRY STEMWALLS: ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, E GRADE N-1 HOLLOW CONCRETE MASONRY UNITS WITH TYPE 'S' MORTAR. WALL COURSING SHALL BE RUNNING BONDS, STACK BOND SHALL NOT BE USED. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. SPLICES IN REINfURCING, WHERE PERMITIED, SHALL BE 48 BAR DIAMETERS. ALL EXTERIOR WALLS SHALL BE REINFORCED FULL HEIGHT WITH - #4 @ 4'-0" O.C. MAX. AND AT EACH CORNER, WALL END, AND WALL INTERSECTIONS. PROVIDE CONTINUITY OF REINFURC+i!G INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR MORE COURSES, PROVIDE HORIZONTAL JOINT REINFORCEMENT A' --45" O.C. VERTICALLY, (EVERY OTHER COURSE), AND VERTICAL REINF. SHALL BE INCREASED AS NOTED ON 1/S1.0. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL BE A MINIMUM OF 6". CLAY MASONRY (BRICK): _ BRICK SHALL BE IN ACCORDANCE WITH ASTM C62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. CONCRETE SPECIFICATIONS-- ALL PECIFICATIONSALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318-08, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 301. ALL CONCRETE SHALL HAVE A MIN14UM COMPRESSIVE STRENGTH OF 3000 PS AT 28 DAYS CONCRETE AT GARAGE AND PORCH SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. GENERAL NOTES: FOOTING AND FOUNDATIONS: WITH A SOI BEARING DESIGN TIG V RIFY ITABLE FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES. FOOTING HAVE BEEN DESIGNED WI 4 G ( MAXIMUM) OF 2000 PSF. A SOILS INVESTIGATION REPORT IS RECOMMENDED TO E SU SUBSURFACE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. SOIL SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE (CLAY) SOILS. SOIL COMPACTION AND 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 FOOTING DIMENSIONS AND LOCATION FROM THE FOUNDATION PLAN SHOWN ON S1.0. DO NOT DETERMINE FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL PLAN 02 FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDATION PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3" IN FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS FOOTINGS PROVIDE #3 @48" O.C. OR ROD CHAIRS. 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, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS CONCRETE SLABS ON GRADE: 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. SAWCUTS: FOR CONTROLLED CRACKING CUT A 1" SAWCUT INTO SLAB IN A 12'x12' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUT SLAB CALL EOR FOR ALTERNATIVE METHODS. 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 OR SOIL SHALL BE PRESSURE -TREATED. IF, ACQ 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 SHINGS SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. CLAY AND TILE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL." AND THE MANUFACTURER'S REQUIREMENTS. STANDING SEAM METAL ROOFS SHALL COMPLY WITH ASTM E1514 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. WATERPROOFING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/INSTALLATION OF ALL WATER PROOFING. WOOD FASTENING SCHEDULE BRICK NOTES / LINTEL SCHD PLAN LEGEND ANDABBREVIATIONS MEMBERS CONNECTION FASTENER LINTEL DIMENSION MIN. BRG. MAX. SPAN INTERIOR LOAD BEARING WALL BUILT-UP POST IN THE WALL TOP PLATE TO TOP PLATE FACE NAIL 2 -GUN NAILS @ 12" STAG. L3'/2x3'/2x'/4 4" 6'-0" �` GABLE X -BRACE, SEE DETAIL 10/S0.1 TOP PLATE, LAPS/INTERSECTION FACE NAIL (2-16d) 3 -GUN NAILSL4x31/2"x'/4 6" 8'-0" (2)2 8_1/2 HEADER SIZE, JACK AND DBL. TOP PLATE TO STUD FACE NAIL (2-16d) 3 -GUN NAILS DESIGNATES SHEARWALL. THE KING STUD QUANTITY. " HIDDEN LINE DESIGNATES SIDE OF RIM JOIST TO TOP PLATE TOE NAIL (8d @ 6") GUN NAIL @ 6" L5x3'/2 x /4 6" 10'-0" _ WALL THE SHEARWALL SHEATHING L6x3'/2 "x'/4 6" 12'-0"SW 3' /6" TO BE APPLIED. 8d @ 3/6 CEILING JOIST TO TOP PLATE TOE NAIL (3-8d) 5 -GUN NAILS DESIGNATES 8d COMMONS @ 3" L7x3'/2"x'/4 6" 16'-0" O.C. EDGE & 6" O.C. "IN THE CEILING JOIST, OVER PARTITIONS FACE NAIL (3-16d) 4 -GUN NAILS FIELD" 1. STEEL LINTELS TO BE MINIMAL 36" CEILING JOIST TO ROOF RAFTER FACE NAIL (6-16d) 8 -GUN NAILS LINTEL MUST HAVE CORROSION rr BRICK JOIST/TRUSS TO PLATE TOE NAIL (2-16d 3 -GUN NAILS RESISTANT COATING OF EPDXY BASED _______�- VENEER ADJ -ADJACENT LG - Long BM i - BEAM MANUF - Manufacture PAINT. WEATHER BOT - BOTTOM MONO Monolithic RAFTER TO PLATE TOE NAIL (3-8d) 3 -GUN NAILS I*BARRIER BRG - BEARING OC On Center 2. LINTEL MORE THAN 8'-0". SHOULD I==== CMU - CONCRETE MASONRY UNIT OSB -Oriented Strood Board JACK RAFTER TO HIP TOE NAIL (3-10d) 4 -GUN NAILS BE LATERALLY SUPPORTED NOT TO Ij I _____ _ DBL - DOUBLE PERP Perpendicular ROOF RAFTER TO 2x- RIDGE BM. TOE NAIL (2-16d) 3 -GUN NAILS EXCEED 6 FT. O.C. w/ 2-'/4x3" WD. I. _ DIA - DIAMETER PRE ENG - Pre Engineered CONT. HEADER, TWO PIECES FACE NAIL 16d@ 16" O.C. @ EDGE SCREWS INTO HEADER PROVIDE A '/2' 1 LINTEL EA - EACH PSF - Pounds per Square Foot VERTICAL SLOTTED HOLE FOR SCREW. ATTACHMENT EE - EACH END PSI Pounds per Square Inch CONT. HEADER TO STUD TOE NAIL (3-16d) 4 -GUN NAILS 1====___ SEE NOTE 2 EOR - ENGINEER OF RECORD PT - PRESSURE TREATED 3. BRICK VENEER ATTACHMENT: EQ - EQUAL STUD TO SOLE PLATE TOE NAIL (3-16d) 4 -GUN NAILS QT - Quick Tie HORIZONTAL TIES @ 24" O.C., VERT. EXT -EXTERIOR REINF Reinforce SOLE PLATE TO JOIST/BLOCKING FACE NAIL (16d @ 16") GUN NAIL @ 8" TIES @ 12" O.C.. (FOR 11Omph HEADER, FLASHING FBC - FLORIDA BUILDING CODE SF - Square Foot WIND -ZONE VERT. TIES @ 16" O.C.). SEE PLAN FDN -FOUNDATION SPF -Spruce Pine Fur AT ALL OPENINGS SPACE TIES WITHIN BRICK LINTEL, NAIL SPECIFICATIONS FT - FOOT SYP - Southern Yellow Pine "x0.131 "0 = GUN NAILS 2"x0.113"0 =RINK SHANK 3 SEE SCHEDULE FTG - FOOTING THRU Through 3 12' OF OPENINGS. PROVIDE3/,,,"O WEEP HDR - HEADER TYP - Typical 2"x0.113"O = 6d 2'/2 "x0.131 "O = 8d HOLES @ 33" O.C. IMMEDIATELY ABOVE SECTION VIEW "x0.148"0 = 10d 3'/2"x0.162"O = 16d FLASHING. LBS - HORIZONTAL LION -Unless Otherwise Noted 3 OF BRICK LINTEL LBS -POUNDS VERT -Vertical 11/2%0.148"0 = t Odx1'/2 " 1'/2%0.131"0 = 8dxl'/2 " WWF - Welded Wire Fabric TYPICAL WALL FRAMING NOTES: 1. USE SPF#2 OR BETTER FOR ALL WALL STUDS.. 2. USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. 3. USE SYP#2 FOR ALL HEADERS 4. ALL WALLS SHALL BE BALLOON FRAMED FULL HEIGHT TO ROOF OR FLOOR BEARING ELEVATION, U.O.N. ON PLAN. 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS TO CONCRETE SLAB w/10d MASONRY CUT NAILS @ 48" O.C. MINIMUM. SEE FOUNDATION PLAN ADDITIONAL ANCHORS AT SHEARWALLS SEE PLAN FOR STUD SIZE AND O.C. Sf ACING. WITHIN FLOOR SNS I EM WHERE POST IS f BOVE. 8d COMMON @ 3" O.C. F ------- I' I y I L---- - J I SYP#2 DBL. II SEE TOP PLATE. FULL HEIGHT II i SHEATHING II TO BE II CONTINUOUS ;I TO UPPER I TOP PLATE. TYPICAL STUD NAILING: 0.131x3" END NAILS: (2) @ 2x4, (3) @ 2x6, (4) @ 2x8. TYPICAL HEADER NAILING 0.131X3" TOE NAILS 2X6, 2x8 = (5) NAILS 2x10, 2x12 = (7) NAILS 9" LVL, 11" LVL = (7) NAILS 14" LVL, 16" LVL = (9) NAILS 61 MAX. SEE DETAIL 1 /SO.1 tJ FOR SPLICING 16d COMMONS OPTIONS. @ 8" O.C. FLOOR SHEATHING,) WALL FRAMING AT S I PLATE CHANGE CONDITION c TYPICAL TOP PLATE NAILING:PLATE -� - FASTEN ALL TOP PLATES -0" MIN. SPLICE LENGTH / (16) 0.131x3" NAILS TOGETHER w/ (3) ROWS EVENLY SPACED OF .131x3 @ 12" O.C. STAGGERED. SYP#2 HEADER, 4'-0" MIN. PER PLAN. SYP#2 DBL. TOP PLATE. ROOF SHEATHING, `-.z. I I I SEE SPECIFICATIONS. (4)12d TOE NAILS SEE 1/SO.1. RAISED HEADER J SEE 5/SO.0. BLOCKING ONLY REQUIRED ; 12'-0" 2-„ 2x -BLOCKING ONLY AT SHEARWALLS AND -J ANCHOR INTO 2x MATERIAL, 42" REQUIRED IF SHEARWALL. ARCHED TRANSOM OPTION SEE RIGHT. WINDOW SILL SEE SCHEDULE FOR SILL SIZE AND CONNECTION EACH END. STUCCO FINISH. I 1 FFOR SEE DETAIL 1/SO.1 SPLICING I I SIMPSON:- I OPTIONS. WINDOW SILL SEE FOUNDATION SEE PLAN SDWC15600 SCHEDULE. � I WITHIN FLOOR SYSTEM AT ALL SEE ROOF UPPER LEVEL POSTS & JACK 2x4 MEMBERS: STUDS. L-- ` - -J FASTEN LOWER STUD I PERMANENT TRUSS I 8d TO TALLER STUD w/ (1) ROW OF 10d BRACING BY OTHER. I� COMMON 2 -ROWS OF 10d COMS THING MAY SDWC15600 @ 3" 0. C. @ 12" O.C. INATE AT SIMPSON FULL HEIGHT ANCHOR EI TOP F DBL. SDWC15600 AT INTERIOR WALLS I' TYPICAL SOLE LATE. SEE NOTE 1. PLAN FOR TYPICALLY %" FULL DETAILS. PLATE NAILING: TYPICAL CONNECTION HEIGHT THREADED 1 < 5 0.131x3" TOE NAILS: 2x6 MEMBERS: RODS @ 6'-0" O.C. DIRECTLY BELOW TRUSS. 2. H2.5T MAY BE SUBSTITUTED FOR TRUSS CONNECTION. PROVIDE ADDITIONAL H2.5T (3) @ 2x4, �5� ROOF TRUSS CONNECTION (2) ROW OF 10d NAILS @ 4" O.C. (4) @ 2x6, STAGGERED EA. SIDE. (5) @ 2x8. PLY BEAMS 2x4 OR 2x6 POST 2x8 ,POST BLOCKING ONLY REQUIRED (3)ROWS OF 5" (3)ROWS OF 63/4" AT SHEARWALLS AND TRUSSLOK PT. SYP#2 STUCCO FINISH. ENGINEERED WOOD SOLE PLATE. WALL SHEATHING FASTENERS @ 24"o.c TYPICAL HEADER NAILING 0.131X3" TOE NAILS 2X6, 2x8 = (5) NAILS 2x10, 2x12 = (7) NAILS 9" LVL, 11" LVL = (7) NAILS 14" LVL, 16" LVL = (9) NAILS 61 MAX. SEE DETAIL 1 /SO.1 tJ FOR SPLICING 16d COMMONS OPTIONS. @ 8" O.C. FLOOR SHEATHING,) WALL FRAMING AT S I PLATE CHANGE CONDITION c TYPICAL TOP PLATE NAILING:PLATE -� - FASTEN ALL TOP PLATES -0" MIN. SPLICE LENGTH / (16) 0.131x3" NAILS TOGETHER w/ (3) ROWS EVENLY SPACED OF .131x3 @ 12" O.C. STAGGERED. SYP#2 HEADER, 4'-0" MIN. PER PLAN. SYP#2 DBL. TOP PLATE. I I `-.z. I I I S0.0 (4)12d TOE NAILS SEE 1/SO.1. RAISED HEADER J �I II BLOCKING ONLY REQUIRED ; 12'-0" 2-„ (1)A35 + (4)12d TOE NAILS AT SHEARWALLS AND -J ANCHOR INTO 2x MATERIAL, 42" WALL SHEATHING ARCHED TRANSOM OPTION SEE RIGHT. WINDOW SILL SEE SCHEDULE FOR SILL SIZE AND CONNECTION EACH END. STUCCO FINISH. I 1 FFOR SEE DETAIL 1/SO.1 SPLICING I I SIMPSON:- I OPTIONS. WINDOW SILL SEE FOUNDATION SEE PLAN SDWC15600 SEE SPECIFICATIONI 2 TYPICAL WALL FRAMING INTERIOR BEARING WALL: SEE SCHEDULE FOR STUD SIZE AND O.C. SPACING. WALL SHEATHING TO I, I� SOLE PLATE RAISE Y8" FROM 8d @ 3" Ii SEE PETALS SEE DETAILS 11 ON 51.01 Y111"l, BOTTOM OF SOLE 1j I ON S1.01 PLAN AND FASTEN L- -�--- - F--w/8dCOMMON @ 3" E --I O.C. I I I I I I L--------- L ----------J L -------J I SINGLE S ORY MULTY STORY TYP. \A Al SECTIONS so.o I ` SDWC15600 SEE ROOF FRAMING PLAN FOR EXTEND SHEATHING VERT. DETAILS. TO TOP OF TRUSS AS SHOWN. PROVIDE 2x4 BLOCKING AT HORIZONTAL JOINTS. ROOF SHEATHING, SEE SPECIFICATIONS BELOW. HIFFIL ;0 -0' PRE-ENGINEERED WOOD 2x SPF BLOCKING I I `-.z. I I I S0.0 (4)12d TOE NAILS SEE 1/SO.1. I J �I II BLOCKING ONLY REQUIRED ; 12'-0" 2-„ (1)A35 + (4)12d TOE NAILS AT SHEARWALLS AND -J ANCHOR INTO 2x MATERIAL, 42" WALL SHEATHING JACK AND STUCCO FINISH. I 1 FFOR SEE DETAIL 1/SO.1 SPLICING I I SIMPSON:- I OPTIONS. WINDOW SILL SEE INTERIOR BEARING WALL: SEE SCHEDULE FOR STUD SIZE AND O.C. SPACING. WALL SHEATHING TO I, I� SOLE PLATE RAISE Y8" FROM 8d @ 3" Ii SEE PETALS SEE DETAILS 11 ON 51.01 Y111"l, BOTTOM OF SOLE 1j I ON S1.01 PLAN AND FASTEN L- -�--- - F--w/8dCOMMON @ 3" E --I O.C. I I I I I I L--------- L ----------J L -------J I SINGLE S ORY MULTY STORY TYP. \A Al SECTIONS so.o I ` SDWC15600 SEE ROOF FRAMING PLAN FOR EXTEND SHEATHING VERT. DETAILS. TO TOP OF TRUSS AS SHOWN. PROVIDE 2x4 BLOCKING AT HORIZONTAL JOINTS. ROOF SHEATHING, SEE SPECIFICATIONS BELOW. HIFFIL ;0 -0' PRE-ENGINEERED WOOD 2x SPF BLOCKING DROPPED HEAD OR SILL PLATES `-.z. ROOF TRUSSES. RIPPED TO FIT (4)12d TOE NAILS E 6'-4" (2)2x4 SPF #2 (5)12d TOE NAILS WITH GAP SHOWN. o (1)A34 + (4)12d TOE NAILS 12'-0" (3)2x6 SYP #2 (1)A35 + (4)12d TOE NAILS 2Y4" ANCHOR INTO 2x MATERIAL, 42" GENERAL' NOTES, JACK AND 0Y2 2Y4" KING STUDS, SIMPSON:- AT TWO STORY CONDITIONS, WINDOW SILL SEE SDWC15600 SCHEDULE. WITHIN FLOOR SYSTEM AT ALL SEE ROOF UPPER LEVEL POSTS & JACK 2x4 MEMBERS: STUDS. FRAMING I PLAN FOR (1) ROW OF 10d SIMPSON DETAILS. SHE THING MAY SDWC15600 (4) ROWS 12d TER INATE AT SIMPSON SEE ROOF , TOP F DBL. SDWC15600 1. FRAMING SDWC15600SIMPSON 00 TOP LATE. SEE NOTE 1. PLAN FOR SEE NOTE 1. DETAILS. TYPICAL CONNECTION �" < HEEL < HEEL I < 5 NOTES: 2x6 MEMBERS: 1. TOP PLATE TO STUD SDK 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. �5� ROOF TRUSS CONNECTION (2) ROW OF 10d NAILS @ 4" O.C. KING STUD TO TOP PLATE: SDWC15600 SCREW NOT REQUIRED AT GABLE � ENDS OR OPENINGS LESS THAN 4'-6" KING & JACK STUDS SEE PLAN KING STUD TO BOTTOM PLATE CONNECTON: SIMPSON SDWC15600 SCREW. OMIT IF SHEARWALL HOLD DOWN IS SPECIFIED. NOT REQUIRED AT GABLE ENDS OR 2 -STORY WALLS 12" WALL FRAMING AT r MAX. -N MIN. RAISED HEADER CONDITION FROM SOLE PLATE BREAK' BUILDER MAY CHOOSE EITHER THE DROPPED HEADER CONDITION OR RAISED HEADER CONDITION. SOLE PLATE ANCHOR HOLD DOWN. 3x3xYa" SLOTTED I 2�+" I WASHER PUSHED TO OUTSIDE BUTT JOINT 5x3xY4" SLOTTED j FACE OF WALL. VASHER PUSHED I '0 OUTSIDE 'ACE OF WALL. PLAN VIEW Y2" THREADED ROD EPDXIED 4" OR Y2"0x6" SIMPSON TITEN HD. SECTION VIEW WINDOW SILL SCHEDULE ROUGH OPENING DROPPED HEAD OR SILL PLATES MINIMUM END FASTENER EACH END � 4'-4" (1)2x4 SPF #2 (4)12d TOE NAILS E 6'-4" (2)2x4 SPF #2 (5)12d TOE NAILS S 8'-4" (3)2x4 SYP #2 (1)A34 + (4)12d TOE NAILS 12'-0" (3)2x6 SYP #2 (1)A35 + (4)12d TOE NAILS ARCHED TRANSOM OPTION: 2x SPF DIAGONAL BLOCKING DROPPED U FASTENED w/ 3-0.131"x3" HEADEREA. 12" 1Y2" I-� END TYPICAL. PT. SYP#2 # SILL PLATE. r MAX. MIN. SHEATHING MAY EXTEND 2" PAST BLOCKING- WINDOW EDGE DISTANCE Y2"0 EPDXY SYP 2 HEADER, # SOLE ATTACHMENTS MUST PER PLANS. 2Y4" ANCHOR INTO 2x MATERIAL, 42" GENERAL' NOTES, JACK AND 0Y2 2Y4" KING STUDS, SEE PLAN. AT TWO STORY CONDITIONS, WINDOW SILL SEE PROVIDE SOLID BLOCKING SCHEDULE. WITHIN FLOOR SYSTEM AT ALL UPPER LEVEL POSTS & JACK 2x4 MEMBERS: STUDS. SDWC15600 SCREW SEE 8/SO.0. L SOLESOLE PLATE ANCHOR: SEE SCHEDULE WALL FRAMING AT DROPPED HEADER CONDITION NOTES: 1. SOLE PLATE ANCHORS ARE REQUIRED AT ALL EXTERIOR WALLS AND ADJACENT TO CORNERS AND PLATE BREAKS AND KING STUDS. 2. WASHERS SHALL BE SLOTTED. 3. AS AN ALTERNATE TO THE 3"X3"XY4" PLATE WASHER, A 3"X3"X'/e" W/ 1'/2"D ROUND STEEL WASHER MAY BE USED. SOLE PLATE ANCHOR DETAIL F1 SCHEDULE SCALE: 3/4" = V-0" U BOUNDARY OF ANCHOR SCHEDULE 12" 1Y2" I-� SHEATHING. PT. SYP#2 # SILL PLATE. r MAX. MIN. EXAMPLE OF PANEL EDGE DISTANCE Y2"0 EPDXY EDGE w/ BLOCKING SOLE PLATE BREAK WHERE REQUIRED BY 2Y4" h"0x6" TITEN HD 42" GENERAL' NOTES, NOTES: 1. SOLE PLATE ANCHORS ARE REQUIRED AT ALL EXTERIOR WALLS AND ADJACENT TO CORNERS AND PLATE BREAKS AND KING STUDS. 2. WASHERS SHALL BE SLOTTED. 3. AS AN ALTERNATE TO THE 3"X3"XY4" PLATE WASHER, A 3"X3"X'/e" W/ 1'/2"D ROUND STEEL WASHER MAY BE USED. SOLE PLATE ANCHOR DETAIL F1 SCHEDULE SCALE: 3/4" = V-0" SOLE PLATE ANCHOR SCHEDULE ANCHOR EXT. WALL SPACING SHEARWALLS WASHER SPACING SPEC. EMBEDMENT DEPTH EDGE DISTANCE Y2"0 EPDXY 42" 24" 3x3x0.229" 4" 2Y4" h"0x6" TITEN HD 42" 24" 3x3xO.229" 0Y2 2Y4" NOTES: 1. SOLE PLATE ANCHORS ARE REQUIRED AT ALL EXTERIOR WALLS AND ADJACENT TO CORNERS AND PLATE BREAKS AND KING STUDS. 2. WASHERS SHALL BE SLOTTED. 3. AS AN ALTERNATE TO THE 3"X3"XY4" PLATE WASHER, A 3"X3"X'/e" W/ 1'/2"D ROUND STEEL WASHER MAY BE USED. SOLE PLATE ANCHOR DETAIL F1 SCHEDULE SCALE: 3/4" = V-0" KING STUD TO TOP PLATE: SDWC15600 SCREW. NOT REQUIRED AT GABLE ENDS OR OPENINGS LESS THAN 4'-6" TOP PLATE TO HEADER FASTENING: SEE DETAIL AT RIGHT. NOT REQUIRED FOR GABLE ENDS. LL L HEP ATES SD OR IEE -1 SCHEDULE ROUGH OPN'G, SEE ARCH. (2)12d TOE NAILS E.E. (MIN) SOLE PLATE CONNECTOR SOLE PLATE ANCHOR LOCATED WITHIN 6" OF STUD PER SCHEDULE PACK. OMIT IF SHEARWALL HOLD DOWN IS SPECIFIED SINGLE STORY /"a1 TYPICAL HEADER STRAPPING KING & JACK STUDS SEE PLAN KING STUD TO FRAMING BELOW: CS18 STRAP w/6-10dx1Y2" NAILS EACH END. STRAP ATTACHMENT CAN BE INTERIOR OF EXTERIOR SIDE OF WALL STRAP NOT REQUIRED AT THE FOLLOWING: GABLE ENDS OF JACK TRUSSES LESS THAN 8' OR OPENINGS LESS THAN 3'-6' STRAPPING NOT REQUIRED AT LOWER LEVEL HEADERS UNLESS SPECIFIED ON PLAN TOP PLATE TO HEADER FASTENING: SEE DETAIL AT RIGHT. NOT REQUIRED FOR GABLE ENDS. LHEAD P PLATESSEESEE SCHEDULE ROUGH OPN'G, SEE ARCH. MULTI STORY (STACKED WINDOWS) NAIL SPACING AT SUPPORTED ,EDGES, GENERAL' NOTES. EXAMPLE OF UNSUPPORTED (UNBLOCKED) PANEL EDGE (TYPICAL). NAILING TO INTERMEDIATE SUPPORT IS 6" O.C. MAX.- (UON). SHEATHING, RATED SH E E NG SEE GENERAL NOTES, ROOF TRUSSES, OR FLOOR JOISTS. ROOF AND FLOOR SHEATHING NAILING SCALE: 3/4" = 1'-0" 2x4 BLOCKING @24" O.C. FASTEN EACH END w/3 -10d TOENAILS. STUD BELOW LOWER TOP 4-10d PLATE AT BREAK. OVER LAP DOUBLE COMMONS TOP PLATES. WALL INTERSECTION ORTHOGONAL VIEW CONDITIONS OF CORNER 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. FRAMED WALL CORNER AND INTERSECTIONS STUDS CONFIGURATIONS TOP PLATE TO HEADER FASTENING: SEE DETAIL AT RIGHT. NOT REQUIRED FOR GABLE ENDS. STUD OR 2) BLOCKING FAST w/8 -10d COMMO SCHEDULE ROUGH OPN'G, SEE ARCH. IVIUL I I J 1 UFC I (UNSTACKED WINDOWS) TRUSS TO PLATE: SDWC SCREW PLATE TO HEADER: SDWC SCREW @ 24" O.C. 2X6 WALL TRUSS TO r PLATE: SDWC SCREW PLATE TO HEADER: SDWC SCREW @ -/ L 24" O.C. 2X4 WALL HEADER FASTENING SECTION KING STUD TO CS18 STRAP W/6 A110DX1Y.1ING ELOW: OFFICE COI NAILS EACH END. STRAP ATTACHMENT CAN B- INTERIOR OR EXTERIOR SIDE OF WALL. STRAP NOT REQUIRED AT THE FOLLOWING: GABLE ENDS OR JACK 8R o3t OR CODE COMPLIANCE THAN 8' OR1�j ��l THAN 3'-6" CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL REVIEWED Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jax, Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 spit �IbI y� A,e • RR °R BYky• a ,/� "R A- • � �A*Z o Christopher I Sabourin PE FL PE#71461 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIFLD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 6 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. DESIGN CRITERIA AND GENERAL NOTES DO NOT SCALE DIMENSIONS FROM THESE', DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.P- 1'/z "-- (3) ROW OF 10d NAILS @ 8" O.C. 2 PLY STAGGERED , BEAM. 3 PLY BEAM. ° N N 2x4 MEMBERS: ° (1) ROW OF 10d (4) ROWS 12d NAILS @ 4" O.C. , AT 12" O.C. EA. SIDE. 2x6 MEMBERS: (3) ROWS 12d (2) ROW OF 10d NAILS @ 4" O.C. AT 12" O.C. STAGGERED EA. SIDE. 2 & 3 . PLY BEAMS 2x4 OR 2x6 POST 2x8 ,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 i �L 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 KING STUD TO TOP PLATE: SDWC15600 SCREW. NOT REQUIRED AT GABLE ENDS OR OPENINGS LESS THAN 4'-6" TOP PLATE TO HEADER FASTENING: SEE DETAIL AT RIGHT. NOT REQUIRED FOR GABLE ENDS. LL L HEP ATES SD OR IEE -1 SCHEDULE ROUGH OPN'G, SEE ARCH. (2)12d TOE NAILS E.E. (MIN) SOLE PLATE CONNECTOR SOLE PLATE ANCHOR LOCATED WITHIN 6" OF STUD PER SCHEDULE PACK. OMIT IF SHEARWALL HOLD DOWN IS SPECIFIED SINGLE STORY /"a1 TYPICAL HEADER STRAPPING KING & JACK STUDS SEE PLAN KING STUD TO FRAMING BELOW: CS18 STRAP w/6-10dx1Y2" NAILS EACH END. STRAP ATTACHMENT CAN BE INTERIOR OF EXTERIOR SIDE OF WALL STRAP NOT REQUIRED AT THE FOLLOWING: GABLE ENDS OF JACK TRUSSES LESS THAN 8' OR OPENINGS LESS THAN 3'-6' STRAPPING NOT REQUIRED AT LOWER LEVEL HEADERS UNLESS SPECIFIED ON PLAN TOP PLATE TO HEADER FASTENING: SEE DETAIL AT RIGHT. NOT REQUIRED FOR GABLE ENDS. LHEAD P PLATESSEESEE SCHEDULE ROUGH OPN'G, SEE ARCH. MULTI STORY (STACKED WINDOWS) NAIL SPACING AT SUPPORTED ,EDGES, GENERAL' NOTES. EXAMPLE OF UNSUPPORTED (UNBLOCKED) PANEL EDGE (TYPICAL). NAILING TO INTERMEDIATE SUPPORT IS 6" O.C. MAX.- (UON). SHEATHING, RATED SH E E NG SEE GENERAL NOTES, ROOF TRUSSES, OR FLOOR JOISTS. ROOF AND FLOOR SHEATHING NAILING SCALE: 3/4" = 1'-0" 2x4 BLOCKING @24" O.C. FASTEN EACH END w/3 -10d TOENAILS. STUD BELOW LOWER TOP 4-10d PLATE AT BREAK. OVER LAP DOUBLE COMMONS TOP PLATES. WALL INTERSECTION ORTHOGONAL VIEW CONDITIONS OF CORNER 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. FRAMED WALL CORNER AND INTERSECTIONS STUDS CONFIGURATIONS TOP PLATE TO HEADER FASTENING: SEE DETAIL AT RIGHT. NOT REQUIRED FOR GABLE ENDS. STUD OR 2) BLOCKING FAST w/8 -10d COMMO SCHEDULE ROUGH OPN'G, SEE ARCH. IVIUL I I J 1 UFC I (UNSTACKED WINDOWS) TRUSS TO PLATE: SDWC SCREW PLATE TO HEADER: SDWC SCREW @ 24" O.C. 2X6 WALL TRUSS TO r PLATE: SDWC SCREW PLATE TO HEADER: SDWC SCREW @ -/ L 24" O.C. 2X4 WALL HEADER FASTENING SECTION KING STUD TO CS18 STRAP W/6 A110DX1Y.1ING ELOW: OFFICE COI NAILS EACH END. STRAP ATTACHMENT CAN B- INTERIOR OR EXTERIOR SIDE OF WALL. STRAP NOT REQUIRED AT THE FOLLOWING: GABLE ENDS OR JACK 8R o3t OR CODE COMPLIANCE THAN 8' OR1�j ��l THAN 3'-6" CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL REVIEWED Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jax, Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 spit �IbI y� A,e • RR °R BYky• a ,/� "R A- • � �A*Z o Christopher I Sabourin PE FL PE#71461 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIFLD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 6 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. DESIGN CRITERIA AND GENERAL NOTES DO NOT SCALE DIMENSIONS FROM THESE', DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.P- V I Q L C) U ro (V M_ 2 7 I� OJ L Z U_ 1--1 O � Z Z ¢ O � O W x LU a � Zm � �J LU J W � O d D wz =¢ >F—mo oo= z = ¢�z cl 3: 0 O > O W o E~ CQ z QLU daf �o U O Q w z F- C:) - LLJ O J =z¢ 0 Q d J U p[ m Q8)o cloy U li w z D U, LU Mfw a � z w m¢> J 0 J LU U) cu)) U,,-) �/ v'J^^' %OV w 1-1-1 Tod 0j3c� a o z m U z=�Z ¢ LU m 0° W w Q 0 LUU) acem zce p > z o� QZZo x y LU �zU oc ca 22 o¢LUO w z � z �Q( -9z O p z w zoW� U) O 0 to z �- U) o D ztoQ ¢ocx� F�—aw¢ Cl - LU L w LL. z ¢ (� 0 wi t Z w O <C LU fj� z = z o Z LULU m -00LU �_ QE Q R w m w U ZjOOLL_ ¢ U F— 0 ABBREVIATION LIST Abbrev. Description Abbrev. Description Abbrev. Description # NUMBER F.P. FIREPLACE PT. LD. POINT LOAD & _ AND EQUAL FRT. FT. FRONT FEET PINDI.POWDER PLW _ PLYWOOD @ AT FTG. FOOTING WALL D3 D7 D8 A/C AIR CONDITIONING F.O.M. FACE OF MASONRY R RISER ABV. ABOVE EEWALL OFFIT CHA. RA RETURN AIR ADJ. ADJUSTABLE GAL GALLON RAD. RADIUS A.F. A.F.F. ABOVE FLOOR ABOVE FINISHED FLOOR G.A. GD GAUGE _ GARAGE DOOR REF. REINF. REFRIGERATOR REINFORCING AHU AIR HANDLING UNIT GFI GROUND FAULT INTERRUPTER RM. ROOM ALT. ALTERNATE GL GLASS R.O. ROUGH OPENING ALUM. ALUMINUM G.W.B. GYPSUM WALL BOARD RQD. REQUIRED B.B.Q. BARBECUE H HIGH R & SH R.W.C. ROD & SHELF RAIN WATER CHANNEL BD. BOARD HB HOSE BIBB L B.F.F. BELOW FINISHED FLOOR HD. / HDR. HEADER SF / SQ. FT. SQUARE FEET BOTT_. BOTTOM HGT. /, HT. HEIGHT_ SGL SINGLE BR. _ BRICK HORIZ. HORIZONTAL SHT. SHEET BKFST. FA BREAKFAST SH. SHELF INSUL INSULATION SHWR. SHOWER CALC. CALCULATIONS _ CONTROL JOINT INT. I.L.O. INTERIOR IN LIEU OF SL. SPECS SLIDER SPECIFICATIONS _ C.J. CL CENTER LINE "'ERI, L, N -I �, 1014.0 S.P.F. SPRUCE PINE FIR CLG CEILING KS KNEE SPACE SPRG. PT. SPRING POINT CMU CONCRETE MASONRY UNIT STD. STANDARD C.O. CLEAN OUT L LONG ST_L. STOR. STEEL STORAGE COL. COLUMN LAV LAVATORY COMP. COMPRESSOR LDRY LAUNDRY TOP _ CONC. CONCRETE LIN LINEN _ _ T CONT. CONTINUOUS LT LAUNDRY TUB T&G TONGUE & GROOVE TEMP. TEMPERED DB. DOOR BELL M.B. MASTER BATH i HK. THICK DBL. DOUBLE MAX MAXIMUM T.O. TOP OF DR. & SH. DOUBLE ROD & SHELF M.C. MEDICINE CABINET T.O,B.B. TOP OF BOND BEAM TREAD DECO. DECORATIVE MFR. MANUFACTURER TR. DET. DETAIL MIL. MILLIMETER TRAN. TRANSOM DIA. DIAMETER MIN. MINIMUM TYP. TYPICAL DIM. DIMENSION MIRR. MIRROR DN DOWN MLDG. MOLDING UC UNDER COUNTER DR. DOOR M.P.H. MILES PER HOUR U.N.O. UNLESS NOTED OTHERWISE DS. D.S.S. DOWNSPOUT DENSE SELECT STRUCTURE MT _ _ ......... METAL THRESHOLD V.B. VAPOR BARRIER DW DISHWASHER N.T.S. NOT TO SCALE VERT VERTICAL DWG. DRAWING _V.T.R. VENT THROUGH ROOF E EGRESS O.A. O.C. OVERALL ON CENTER W WIDE E.E. EACH END O.H. OVERHEAD W/ WITH E.W. EACH WAY OPT. OPTION(AL) W.C. WATER CLOSET _ EL._ ELEC. ELEVATION ELECTRICAL OPNG. OSB OPENING_ _ ORIENTED STRAND BOARD WD. WDW. WOOD WINDOW ENCL. ENCLOSURE PED. PEDISTAL SINK W.I.C. WALK-IN CLOSET ENG. ENGINEERED POLY POLYVINYL WP GFI WATERPROOF GFI EQUIP EQUIPMENT P.S.F. POUNDS PER SQUAREFOOT W.W.M. WELDED WIRE MESH EXT. EXTERIOR P.S.I. POUNDS PER SQUARE INCH W.W.F. WELDED WIRE FABRIC FIN.FLR. FINISH FLOOR PSL PARELLEL STRAND LUMBER FLR. FLOOR P.R. POWDER ROOM _ PND. IFOUNDATION I P.T. IPRESSURE TREATED OFFICE Copy Approved By Permit Desk Building DOPartment City of Mango Began, FL 1711 RAPHICS LEGEND 10 j VAIL 1 f'FHK I IAL 5t1, I lUIV IN I tKl - DETAIL # - DETAIL # _ DRAWING # _ DRAWING # � AIL # �IDRAWING # � (\ J � _ DETAIL # DETAIL W= CEILING HEIGHT CHANGE VICAL NOMINAL DESIGN WIND SPEED = EXPOSURE: N Cr0SE6BM-DING-fRTERNAL C� CENTER LINE ELEVATION SLAB RECESS MARKER 208 SPANISH TILE SHAKE SfDING SIDING 0 FRAME BEARING WALL ;IBILITY BRICK � INTERIOR (NON -BEA WALL ING) � S1UCC0 FINISH � CMU MASONRY WALL D3 D7 D8 EARTH � GABLE EN) WALL FULL NAME INSULATION � FRAMED K DROPPED EEWALL OFFIT CHA. DECORATIVE STONE PRf:-CAST LINTEL/ HEADER DESIGN CRITERIA TWO STORY: FIRST FLOOR - FRAM SECOND FLOOR - FRAME DESIGN_ BASED ON FLORIDA BUILT 5TH EDITION (2014) F.B.C. 5TH EDITION (2014) RESID F.B.C. 5TH EDITION (2014) MECHI F.B.C. 5TH EDITION (2014) PLUME 1 MVI ../111 VVi I LVI\ `LVi 1, VI\V1 CONSERVATION F.B.C. 5TH EDITION (2014) FUEL F.B.C.5TH EDITION (2014) ACCE NATIONAL ELECTRIC CODE 2011 N.F.P.A. 1012014 SINGLE FAMILY RESIDENCE: UILDING TYPE: RISK CATEGORY: ING CODE WIND DESIGN BASED ON: NTIAL ULTIMATE DESIGN WIND SPEED S. F. VICAL NOMINAL DESIGN WIND SPEED = EXPOSURE: N Cr0SE6BM-DING-fRTERNAL TOTAL LIVING AREA NG �—E 208 PRESSURE COEF.: 312 GARAGE(s) aS FOR WINDOWS/DOORS, SEE FLOOR ;IBILITY PSN FOR ACTUAL PRESSURES: 5098 FPA 70) FEMA RULES &REGULATIONS _ FLOOR DIFFUSER LAYOUT M2.18 _ SECOND FLOOR DIFUSSER LAYOUT ASCE 7-10: MINIMUM DESIGN LOADS GROUP R3 V - B II ASCE 7-10 130 MPH 101 MPH B +118/-.18 VIE. THIS DRAWING AND DEIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID SQUARE FOOTAGE NOTES AREA CALCULATIONS S. F. FIRST FLOOR SECOND FLOOR 2722 1211 TOTAL LIVING AREA 3933 COVERED ENTRY 208 COVERED LANAI 312 GARAGE(s) 536 BALCONY 109 TOTAL 5098 LIST OF DRAWINGS CLASSIC ELEVATION C1 GN1 1COVER SHEET - Index of Drawings __......... GENERAL NOTES _____........ FOUNDATIO.............. N PLA_ A1.18 SLAB LAYOUT AIA _ FOUNDATION NOTES, NOTES, SCHEDULES, & DETAILS FLOOR PLAN A2.18 FIRST FLOOR PLAN _ A3.18 SECOND FLOOR PLAN A3.N FLOOR PLAN NOTES, SCHEDULES, & DETAILS EXTERIOR ELEVATIONS_ A5.18 _ A5.1.18 A5.2.18 FRONT & SIDE ELEVATIONS REAR & SIDE ELEVATION, & ROOF SLOPE PLAN EXTERIOR ELEVATION DETAILS BUILDIN-G—SECTIONS A7.18BUILDING SECTIONS DIF_F_U_SE_RL AYOUT M1.18FIRST _ FLOOR DIFFUSER LAYOUT M2.18 _ SECOND FLOOR DIFUSSER LAYOUT ELECTRICAL LAYOUT E1.18 FIRST FLOOR ELECTRICAL LAYOUT E2.18 SECOND FLOOR ELECTRICAL LAYOUT STANDARD NOTES & DETAILS D3 D7 D8 STANDARD NOTES & DETAILS STANDARD _NOTES & DETAILS STANDARD NOTES & DETAILS _ HOUSE ELEVATION ABBREVIATIONS ABBR. FULL NAME ELEV. CODE MAN. _W_IL. �PRO _ MANOR __ WILLIAMSBURG PROVINCIAL 03 07 08 � CHA. _ CHATEAU 09 VER, VERSAILLES 10 CLA. _ _._.._.__.__ _. MED. TRA. CO_U. _ HER. CMN. CLASSIC ._ .___..�__. ___.._......___._...____.._.. _......_. _ MEDITERRANEAN TRADITIONAL _ COU_ NTRY MANOR HER . CIMMARON 18 _ —..._._. �.._......._..... 19 20 21 MSN. MISSION _28 30 CFT. CRAFTSMAN 31 SCL.SPANISH BOR. COLONIAL __......_...... _ BORDEAUX 32 ....._._ 33 BRO, BROUGHAM 39 REN. F RENAISSANCE40 k _V_IE. TUS. � _ _ VIENNA _ _.TUSCAN _ 41 _ 44 CLS. � CALAIS 46 ITV. ITALIAN VILLA58 PBC. CRB. PALM BEACH CARIBBEAN 80 81 CST. COASTAL 82 Q OFFICE COPY W F�1 off W O U U U Q W 00 F� z Q REVIEWED FOR CODE COMPLIANq CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS i�REVIEWED BY: TO THE BEST OF MY KNooLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES W., THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT k :r DATE OF CERTIFICATION BELOW. Aucust 25, 2017 F FL _., A op. g} % 4 Oil i`Iic A Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W [Y o M LLQ o M m 0 u? 06 a)rnr >�o O I., L_ C) �"� 0 ...� ,� Lia , . –�q u_ U0-��0 a 6 LLJ U c m �9) N (0� ¢ -' E o O E N U j J kp O < k O N CL N 1 1 i1A 7 e LU Q O CL U LLJU L LU' LU z O LJ I Z U NE Y 000 LU I y) LJ.J Lu I H w T� U oC LU _w u L O !tJ _,.6 1 U . "'ERI, L, N -I �, 1014.0 Lo 0 Z O �z z ¢1-4 oU) z0 w LU f- � a � om cz� C:)w J W O a o z I w ¢ >1'O LU E- O = z=H ¢ � z 03:0 � p[ Cn p w O U-1 C) z Q U LU cl ULU oa � Uf � O cn z w ci 0 w O J ~ z ¢ O O LU O O U oC Eq LLJ U) auo Lcl- Z O w ¢oc U LL. w Z m ~zz or (n Lm cc�LU H a O >- w m Q > 10 J �LU U-) O)� OO oC O LUcl- U��QQj oC O oC a O z _ Co Cj 0 Z U) O Z ¢ w moo LU J �L w Q m 0 3:NWU) J w ¢ Lf) > �.�/ co_ I.L U oC w z z O > O x Q zz O �CLU gwU) cnwOz 1-1 Ca w O �zwr p m 22 cnLU ¢ w O LU (D (n1--1 J ¢ LU w=— �Q�z Uo O w z w w _ �g = Q = o = cnLU z O w Zzz� OO V)Z CI_ U) O z _ Q LLJ Q rye H5-wQ rwt > ' g w 0 z wLL_ z¢ w LL_ z w r O �cnW Qoe LU ¢ W � M oz=c �;�F� ¢ F. I oWCaLU U ZO O u- ¢ U H O t GENERAL NOTES 1. IT IS THE SUBCONTRACTORS SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS DURING ERECTION. THIS INCLUDES, BUT IS NOT LIMITED TO, THE ADDITION OF WHATEVER TEMPORARY BRACING, GUYS OR TIE -DOWNS MAY BE NECESSARY. STRUCTURAL DESIGN CRITERIA LIVE LOADS: ROOF 20 PSF (REDUCIBLE) RESIDENTIAL FLOOR, UNLESS OTHERWISE INDICATED 40 PSF 4 BALCONIES/DECKS 40 PSF d i vyA STAIRS 40 PSF ATTIC WITHOUT STORAGE 10 PSF Manuel Gonzalez, AIA ATTIC WITH STORAGE 20 PSF AR 98560 HABITABLE ATTICS 30 PSF W SLEEPING ROOMS 30 PSF CONCRETE CONCRETE UNLESS OTHERWISE INDICATED 3000 PSI STRENGTH < @ 28 DAYS < cis (!') N �-• REINFORCING: WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 L It 0 M ALL REINFORCING BARS ASTM A615-60 60,000 PSI _ ALL STIRRUPS AND TIES ASTM A615-60 60,000 PSI POLYPROPYLENE FIBERS FOR SLABS ON GRkDE MINIMUM 1.5 LBS. OF ¢�L� � FIBERS PER CUBIC YARD CONCRETE ASTM C90-01, STANDARD WEIGHT UNITS, m=1500 PSI MORTAR TYPE "SI' 1800 PSI MASONRY CONCRETE GROUT 3000 PSI CONTINUOUS 4ASONRY INSPECTION IS REQUIRED UNITS: DURING CONSTRUCTION N N STRUCTURAL ALL STRUCTURAL AND MISCELLANEOUS STEEL A36 36,000 PSI, U.N.O SHOP AND FIELD STEEL: WELDS: E70XX ELECTRODES ALL BOLTS C ST IN CONCRETE: ASTM A36 OR ASTM A-307 WOOD BEAMS, RAFTERS, JOIST, PLATES: U.N.O. ND. 2 SOUTHERN YELLOW PINE (19% M.C.) FRAMING: ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR, or OSB FLOOR SHEATHING: T&G A -C GROUP 1 APA RATED (48/24) WALL SHEATHING: PLYWOOD C-C/C-D, EXTERIOR OR OSB i VERSA LAM BEAM: Fb = 2900 PSI (2.OE) i WOOD COLUMNS: PARALLAM 2.0E U.N.O. WOOD ROOF DESIGN LOADS: SHINGLE ROOF: TILE ROOF: TRUSSES: TOP CHORD LIVE LOAD: 20 PSF 20 PSF TOP CHORD DEAD LOAD: 10 PSF 20 PSF BOTTOM CHORD DEAD LOAD: 10 PSF 10 PSF TOTAL: 40 PSF 50 PSF WIND UPLIFT RESISTANCE: 10 PSF 10 PSF SEE DRAWINGS FOR SPECIAL CONCENTRA1 ED LOADS. DESIGN FOR NEW WIND UPLIFT AS PER SPECIFIED CODES, DEDUCT NG A MAXIMUM OF 5 P.S.F. DEAD z LOAD, BUT NOT EXCEEDING ACTUAL DEAD LOAD. WOOD FLOOR DESIGN LOADS: TRUSSES: DEAD LOAD: 20 PSF L a , f) ED LIVE LOAD: 40 PSF rERAL 1, M ! r 1014.1 TOTAL: 60 PSF FOUNDATION/SITE PREPARATION: 1. FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARI G PRESSURE OF 2,500 PSF, FOOTING EXCAVATIONS AND SLAB SUBGRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 98% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. 2. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEOTECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION E FORTS. LOCATIONS FAILING TO MEET THE GEOTECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RECOMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ENGINEER. 3. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN B COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE TERMITE SPECIFICATIONS: SECTION R318 PROTECTION AGAINST TERMITES TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERI PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIEI OF TERMITE PROTECTION LABELED FOR USE A PREVENTIV SECTION 202, REGISTERED TERMITICIDE). UPON COMPLE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCI DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT f TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES j DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICE; CAPACITY, AND THAT THE BY THE GEOTECH. ENGINEER. ) TERMITICIDES, INCLUDING SOIL APPLIED TO WOOD, OR OTHER APPROVED METHODS TREATMENT TO NEW CONSTRUCTION (SEE '.ON OF THE APPLICATION OF THE TERMITE SHALL BE ISSUED TO THE BUILDING 'HAT CONTAINS THE FOLLOWING STATEMENT: IR THE PREVENTION OF SUBTERRANEAN JD LAWS ESTABLISHED BY THE FLORIDA It 1) METHOD OF TREATMENT SHALL BE APPROVED BY T E GOVERNING JURISDICTION "LIQUID BORATE OR BORA-CARE" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE WITH THE BUILE ING DEPARTMENT. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. OPTIONAL BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. DOORS & WINDOWS ALL BEDROOMS REQUIRE AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS AND PROVIDING A CLEAR OPENING OF NOT LESS THAN 20 INCHES WIDTH, 24 INCHES IN HEIGHT & 5.7 SQ. FT.. IN AREA. THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" OFF THE FLOOR AND NO PART OF THE OPERATING MECHANISM SHALL BE PLACED HIGHER THAN 54" A.F.F. WINDOWS GREATER THAN 72" ABOVE FINISHED GRADE SHALL HAVE THE WINDOW SILL HEIGHT GREATER THAN 24" OR PROVIDE AN APPROVED FALL PREVENTION DEVICE PER R616.2. THE OPERATING MECHANISMS FOR SINGLE HUNG WINDOWS SHALL BE AT OR NEAR THE SILL. WINDOWS INDICATED WITH (E) OR (EGRESS) MUST BE MANUFACTURED TO CONFORM TO THE BLDG. CODE W/ RESPECT TO MIN. EMERGENCY EGRESS REQUIREMENTS PER N.F.P.A. 101 CHAPTER 24. ALL GLASS WITHIN 24 INCHES OF ANY DOOR, SLIDING GLASS DOORS, ALL GLAZING AT TUB AND SHOWER ENCLOSURES AND WINDOWS LESS THAN 60" ABOVE STAIR LANDINGS OR TREADS SHALL BE TEMPERED SAFETY GLASS, SEE ADDITIONAL SAFETY GLAZING REQUIREMENTS PER 2014 FBC 2411.1.2 SINGLE SWING EXTERIOR DOORS CONNECTING GARAGE TO LIVING AREAS SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 8 INCHES (35 MM) IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1%$ INCHES (35 MM) THICK, OR 20 MINUTE FIRE -RATED DOORS. WHERE MASONRY OPENINGS REQUIRE WOOD FRAMING, TO FIT WINDOW OR DOOR SIZES, PRESSURE TREATED 2x8 STUDS MAY BE SECURED TO THE MASONRY WITH 1/4" DIA. x 3 1/2" TAPCON SCREWS, 6" FROM EACH END AND 12" C/C. ADDITIONAL FRAMING MEMBERS SHALL BE NAILED TO PRIOR STUD W/ (2) ROWS OF 10d NAILS AT 10" C/C. WIND BORNE DEBRIS REGION EXTERIOR OPENINGS IN WIND BORNE DEBRIS REGIONS AS DEFINED BY THE FLORIDA BUILDING CODE SHALL BE PROTECTED WITH WINDOWS, DOORS OR SHUTTERS WHICH HAVE RECEIVED A MIAMI-DADE OR FLORIDA PRODUCT APPROVAL NOTICE OF ACCEPTANCE (NOA). THE NOA SHALL DEFINE THE MINIMUM REQUIREMENTS FOR CODE COMPLIANCE. IN AN EVENT OF A CONFLICT BETWEEN THE APPROVED NOA AND THE CONSTRUCTION DOCUMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL PREVAIL AND THE ARCHITECT OF RECORD SHALL BE NOTIFIED. GYPSUM WALLBOARD PROVIDE 1/2" NO SAG GYP. BOARD ON ALL CEILINGS. PROVIDE 5/8" TYPE "X11 GYP. BOARD ON ALL GARAGE CEILINGS WHERE HABITABLE SPACE EXISTS ABOVE. GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NO LESS THAN 1/2" GYP. BOARD APPLIED TO THE GARAGE SIDE. HARDIE BACKER TO BE USED AT ALL SHOWER AND TUB LOCATIONS, UP TO 8' ABOVE FINISHED FLOOR. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER -STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" INCH GYPSUM BOARD. GLASS BLOCK MORTAR TO HAVE COMPRESSIVE STRENGTH: TYPE S - 1800 psi AT 20 DAYS EXPANSION STRIPS TO BE PLACED PER MFG. SPECS. GLASS BLOCK SHALL BE INSTALLED AS SPECIFIED BY MANUFACTURERS SPECIFICATIONS. BUILDING IDENTIFICATION APPROVED NUMBERS OR ADDRESSES BE PLACED ON ALL NEW AND EXISTING BUILDINGS IN SUCH POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. SAID NUMBERS SHALL BE A MININUM OF 4" TALL AND 1/2" THICK AND CONTRAST WITH THEIR BACKGROUND. STUCCO ALL EXTERIOR CEILINGS EXPOSED TO WIND FORCES SHALL BE 7/8" THREE COAT STUCCO FINISH OVER HIGH RIB PAPER BACK METAL LATH OR VINYL PANEL OVER STRUCTURAL PLYWOOD PANELS. CONTRACTOR TO INSTALL STUCCO CONTROL JOINTS PER INDUSTRY STANDARDS. OUTDOOR KITCHENS ALL CONST RUCTION WITHIN 24" OF EXTERIOR GRILLS AND COOK TOPS SHALL BE NON-COMBUSTIBLE. CMU, LIGHT STEEL GAUGE FRAMING OR OTHER MATERIAL DETERMINED AS NON-COMBUSTIBLE BY THE FBC RESIDENTIAL, SHALL BE USED IN THE CONSTRUCTION OF PRIVACY WALLS ABUTTING EXTERIOR GRILLS OR COOKTOPS. ANCHORAGE METAL AND WIRE LATH: 1. ALL METAL LATH SHALL BE LAPPED 1 INCH MINIMUM. 2. ALL ATTACHMENTS FOR SECURING METAL LATH, WIRE LATH AND WIRE FABRIC TO SUPPORTS SHALL BE PLACED NOT MORE THAN 6 INCHES APART, AND SIDE LAPS SHALL BE SECURED TO SUPPORTS AND BE TIED BETWEEN SUPPORTS AT NOT TO EXCEED 9 INCHES INTERVALS. 3. METAL AND WIRE LATH SHALL BE ATTACHED TO VERTICAL WOOD SUPPORTS WITH THE EQUIVALENT OF 4D GALVA'JIZED OR BLUE COMMON NAILS DRIVEN TO A PENETRATION OF AT LEAST % INCH AND BENT OVER TC ENGAGE NOT LESS THAN THREE STRANDS OF LATH. METAL AND WIRE LAN SHALL BE ATTACHED TO CHILING JOISTS OR OTHER HORIZONTAL WOOD SUPPORTS WITH THE EQUIVALENT OF NO. 11 GAUGE, BARB'=D, GALVANIZED OR BLUED NAILS 1Y2" INCHES LONG HAVING A HEAD NOT LESS THAN 3/8 INCH IN DIAMETER. MIRRORS MIRnORS SHALL BE ANCHORED TO STUDS WHEN IN EXCESS OF 9 S.F. over NnTFc THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE: MECHANICAL,RESIDENTIAL, AND ENERGY CONSERVATION MOUNT ALL THERMOSTATS AT +4'-0" ABOVE FLOOR. ALL INTERIOR & EXTERIOR MOUNTED H.V.A.C. EQUIPMENT SHALL BE SECURELY FASTENED IN PLACE WHERE SHOWN ON THE DRAWINGS AS REQUIRED BY THE LOCAL BUILDING CODES. THE H.V.A.C. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS OF ALL OF THE ABOVE FOR APPROVAL. ELECTRICAL NOTES THE DWGS. ARE DIAGRAMMATIC & INDICATE THE GENERAL ARRANGEMENT OF THE ELECTRICAL WORK, ANY DISCREPANCIES ON THE DOCUMENTS SHALL BE CALLED TO THE ARCHITECT'S ATTENTION PRIOR TO THE COMMENCEMENT OF WORK. DO NOT SCALE ELECTRICAL DRAWINGS. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL. CODE & ALL CODES, REGULATIONS & RESTRICTIONS HAVING JURISDICTIONS. GROUND -FAULT CIRCUIT PROTECTION; ALL 120V SINGLE PHASE, 15 & 20 AMP OUTLETS INSTALLED OUTDOORS, IN BATHROOMS, & GARAGES SHALL HAVE GFI CIRCUIT BREAKERS OR RECEPTACLES. SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE HARD WIRED (110 VOLT TYPE) TO NON -SWITCHABLE KITCHEN OR BATHROOM LIGHTING CIRCUIT AND SHALL NOT BE CONNECTED TO THE LOAD SIDE OF A GROUND FAULT CIRCUIT INTERRUPTER. SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE PROVIDED W/VISIBLE "POWER ON INDICATOR" AND A TEST BUTTON WITH BATTERY BACKUP SYSTEM. MULTIPLE DETECTORS MUST BE INTERCONNECTED. ALL ELECTRICAL SWITCHES SHALL BE 48" A.F.F. UNLESS OTHERWISE NOTED AND A MIN. OF 6" FROM EDGE OF OPENINGS. ALL WALL RECEPTACLES SHALL BE 12" A.F.F. UNLESS OTHERWISE NOTED. ALL HABITABLE AREAS MUST BE CIRCUITED WITH AN ARC -FAULT INTERRUPTER PER NEC 210.12 CONTRACTOR SHALL VERIFY WITH THE LOCAL POWER COMPANY, THE LOCATION OF SERVICE AND SHALL LOCATE METER AND PANEL AS REQUIRED. VERIFY ALL CONDUCTORS AND BREAKERS W/ EQUIPMENT MANUFACTURER SPECIFICATIONS. ALL EXTERIOR OUTLETS ARE TO BE A MINIMUM OF 30" A.F.F. IN EVERY KITCHEN, FAMILY ROOM, DINING ROOM, LIVING ROOM, PARLOR, LIBRARY, DEN, SUNROOM, BEDROOM, RECREATION ROOM, BATHROOM, GARAGE, BASEMENT, LAUNDRY AND OUTDOOR AREA, ALL 125 -VOLT, 15- AND 20- AMPERE RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACLES. THERE ARE NO EXCEPTIONS. PLUMBING NOTES THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE: PLUMBING AND RESIDENTIAL ALL HOSE BIBS SHALL BE FURNISHED W/ BACK FLOW PREVENTERS AND BE MOUNTED 2611 ABOVE GRADE. DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES, PIPING, EQUIPMENT, ETC. curnAiFD Wr-An HEIGHT OF SHOWER HEAD AT MASTER BATH SHALL BE 7'-4" HEIGHT OF SHOWER HEAD AT SECONDARY BATH SHALL BE 61-10" rCnLCDAI n[nTGC ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL CODES, RULES, REGULATIONS AND RESTRICTIONS HAVING JURISDICTION ON THIS PROJECT. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. THE ARCHITECT SHALL BE NOTIFIED OF ANY DEVIATION FROM THE PLANS PRIOR TO CONSTRUCTION. DRAWINGS SHALL NOT BE SCALED. INSTALL SOFFITS PER FBCR R703.1.3 AND R616. SEE ROOF SLOPE PLAN FOR STANDARD GUTTER LOCATIONS (AS REQUIRED). OFFICE COPY 24 Z Q z ,,: Uj z Q TO'T'i BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING ,,DDE IN EFFECT AS OF DATE Of CERTIFICATION BELOW. AUG 2 5 2017 � 6 4 J � d i vyA jjjjjj p��. ;»� 1 1 96 P-{ it Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W o m L o m r-100 D < 06 < cis (!') N �-• W CC > '-i C) N CA 0 Uj L It 0 M Uj _ �.... 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PAD 3" ABOVE GRADE HB T A A7.18 OFFICE COPY PROVIDE STEM WALL FOUNDATION ADDITIONAL NOTES, SCHEDULES, & DETAILS CAN BE FOUND ON THE A1.N SHEET. �W V W C!) c::) 910 U U U Q LLJm U z Q TC "-t BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS Dw;ING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING :ODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. August 25, 2017 £ i w II Manuel Gonzalez, AIA I I d AR 98560 Sang-Yub Lee, PE 72328 W O IBJ m rq 00 II II In Z w U I I J o > 00 w L N 0 M..0 I I t0 L V- .. .:: a W V) a�-0o L C II II 00 N �Ln9 Q --1 U� II II 0 N U < IJ CLASSIC 48"x96"x4" CONC. PAD 3" ABOVE GRADE HB T A A7.18 OFFICE COPY PROVIDE STEM WALL FOUNDATION ADDITIONAL NOTES, SCHEDULES, & DETAILS CAN BE FOUND ON THE A1.N SHEET. �W V W C!) c::) 910 U U U Q LLJm U z Q TC "-t BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS Dw;ING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING :ODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. 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ALL FOOTINGS SHALL BE MINIMUM OF 12" BELOW GRADE INDICATES DOOR OPENING FRONT WALL OF GARAGE PROVIDE 11/211 D x 5" W RECESS AT GARAGE DOOR PROVIDE 4 1/2" D x 8" W SLAB RECESS BRICK PAVERS GAR. FIN. FLR. W//Ir//J[//AV//Ill `�` dfIEE = SECTION @ GAR. DOOR 1-N) SCALE: 3/4" = 1'-0" PLAN VIEW RECESS IN SLAB GARAGE DOOR SLAB RECESS W.W.M. PLACED IN UPPER /3 OF SLAB OR FIBERMESH .EINF. PER PLAN /8" (MIN.) SAWCUT x 1/4 OF LAB THICKNESS SEE OUNDATION PLAN FOR LOCATION LU SAWCUT JOINTS PER PLAN. JOINTS SHALL BE CUT 4 TO 12 HOURS AFTER CONCRETE HAS BEEN FINISHED, AS CONCRETE ALLOWS WITHOUT RAVELING (-1 SAW CUT DETAIL A � , N SCALE: 3/8" = 1'-0" OFFICE COPY LU V 1—i Uj Z r 1 V 1 O O U U U Q W m z Q TO THE BEST OF W AIUWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING OOMPI]ES ArTH THE APPLICABLE MINIMUM BUILDING CODE IN EFFEC' U OF DATE OF CERTIFICATION BELOW, August 25, 2017 x , } 967r P PdA Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W O � Uj O O 00 Q d Ln +, c0 U w > � C) o,,, '-°N°� E < Uj L T� i 0 = Z L fu '�'•/ W t19 CL , 0 0 C L 0c)M E 0° Q Q _ 0 N U < O O N CL N C Lro i i w Q Lul QLp U U 1 N W oC w J N z NLLj? 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FLR. I NICHE PM LINE OF 2NDLOCATION GAS TANKLESS I I PWDR. TO FfELD I SEE BRICK VENEER, FLOOR W/H VERIFY SIZE ELEVATIONS SHOWER SEAT RIM. �ND LOCATION/O FOR DETAILS �P• OD OD OD AT 18 A.F.F. 10 -0 CLG. E C ............ ............... — — _ :.....::::::::::::::::::::..........:::......:::::::::::::::::::::.::.::•::•.::::::::::::::::.:.::::::::::::.::::::::. - ..........................................................::.::::::::::::::..:.:.::.:........:......::.......................:;:: BATH 2 ko - _, 1 10'-0" CLG. LA I O5 W.I.C. o ' " 1' 1 1 36" HIGH Int ri .�+ 10 -0 CLG. 8 -4 -0' CONTINUOUS �, 1 Ln 18 co HANDRAIL BEDROOM 2 ® I © - T' 10'-0" CLG. 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I `D STUDY 1 ccn j LINE OF ` PANTRY N 10'-0" CLG. 9 I = I 2ND FLOOR I 0'-0" Cl G 18'-6" 111_0t' 41_0'1 5'_411 0'101-011 2'-4" 1 21'-10" 1 I I Uj I O N \ /1 CDI I 7\x/ i o TWO CAR CD '-'o -- L---- --- AIR + / \ I Di G'A AG ri , T° I11 1 CD 2x6 WALL @ 34 1/2" nTNTNC, Rnnm HIGH ROUGH 10 Al0 �/ \1 LU 9-0 , JUMPER 4 MT — ?2"x54" I `o II HALL STEPS PTTIC 10 -o C��. DROP PCCESS o 1 Ell... I i FIRST FLOOR PLAN SCALE; 1/4" = 1'-0" CLASSIC W �1 W O O U U U Q LUm U z Q F lqqqO I loo 1_f) .r*-_ ILn OFFICE COPY z Q )DITIONAL NOTES, SCHEDULES, & DETAIL kN BE FOUND ON THE A3.N SHEET. TO THE BEST 01 MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING U%UES WITH THE APPLICABLE MINIMUM BUILDING CODE IN ,FECT AS OF DATE OF CERTIFICATION BELOW. August 25, 2017 a . l 0C}. 00 :::1.....'::.." :............. 4 0 - Manuel Manuel Gonzalez, AIA � AR 96730 Javier I ................... . AR 98560 Sang-Yub Lee, PE 72328 I C) rn Ll'i p 01 r -I 00 00 rn -;- - � N W >�o ,. 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E C ............ ............... — — _ :.....::::::::::::::::::::..........:::......:::::::::::::::::::::.::.::•::•.::::::::::::::::.:.::::::::::::.::::::::. - ..........................................................::.::::::::::::::..:.:.::.:........:......::.......................:;:: BATH 2 ko - _, 1 10'-0" CLG. LA I O5 W.I.C. o ' " 1' 1 1 36" HIGH Int ri .�+ 10 -0 CLG. 8 -4 -0' CONTINUOUS �, 1 Ln 18 co HANDRAIL BEDROOM 2 ® I © - T' 10'-0" CLG. O \ I 1 to iI'l— CD R &SH i i = _ 1 I 1 r, op ' 11 0 1 0 '-10" I 1 9'-4" 3'-41' -,� I cv 25'-1 _ MAST ER _ o0 51-4" _ 610 ' 2'-8 u) 16/ o 1 BATHROOM "' I M 1 MASTER 101-011ICLG. -' W. ins BEDROOM __ I I 10'_0" CLG. ® 6'-10" 611 1 LI E OF 2ND OOI I 1 1 3.N � � ' if8 0 Ol U I I I I IMI I I_1 � c t-- 1.0 FLOOR 6L- - 1 101-0"O CLG. � N FLAT SOFFIT @ FOYER 12 - , v 1_ 11 - 9 -0� U.N.O. 3'-811 10'-0" CLG COVERED = I I FLAT SOFFIT, SEE C) p 4 0 M 9 -6 (TYP.) I ENTRY `f' I 1 ELEVATIONS OR N �� MT 10'-0" CLG. DETAILS A - - - _- -- - - - - - 23'-10" 1'-6" 3'-11" '1 - � oo - - - - - W o A7.18 51-011 42 HIGH OPEN 11 I I I H ' 6 8 811 \ T HALL RAIL (TYP.)1/2 '1 8 I I "' O 1 1 "' '� 33'-6" 5'-7" 1 WO STORY CLG. 13'-7 5'-7" 7'-6" 6'-6" 1 01o _ ^ Lr) r` 11 - - N O ` 1 M a' ` o, � 1 � 1 � GREAT ROOM M Z I I ------------------ I , MT 12'-0" CLG. I `D STUDY 1 ccn j LINE OF ` PANTRY N 10'-0" CLG. 9 I = I 2ND FLOOR I 0'-0" Cl G 18'-6" 111_0t' 41_0'1 5'_411 0'101-011 2'-4" 1 21'-10" 1 I I Uj I O N \ /1 CDI I 7\x/ i o TWO CAR CD '-'o -- L---- --- AIR + / \ I Di G'A AG ri , T° I11 1 CD 2x6 WALL @ 34 1/2" nTNTNC, Rnnm HIGH ROUGH 10 Al0 �/ \1 LU 9-0 , JUMPER 4 MT — ?2"x54" I `o II HALL STEPS PTTIC 10 -o C��. DROP PCCESS o 1 Ell... I i FIRST FLOOR PLAN SCALE; 1/4" = 1'-0" CLASSIC W �1 W O O U U U Q LUm U z Q F lqqqO I loo 1_f) .r*-_ ILn OFFICE COPY z Q )DITIONAL NOTES, SCHEDULES, & DETAIL kN BE FOUND ON THE A3.N SHEET. 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F. 15 O 6" F BELOW --,------ 0 N OFFICE COPY TO THE BEST or MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING C,) -,PLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN : `FECT AS OF DATE OF CERTIFICATION BELOW. August 25, 2017 F FLO I w� � I AR 967 ` 4 8 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W ct o rn ,--i 00 ao00 U CC.; E Q 0 U M .Q 0 L r:. O Z_ u- 5 �z z Q � ZO � w ac L. � DC Z mJ 0 W J w o ado z I WLLJ Q �' o �M Lu W M z ~ < z oho J w Z O w O w O W Q Z =o Lu M Q:f Lu U V) Q Liz �=:)o } z = Q w H � 0 W O J ~ Z Q = O o LL. cl d J U oC m auo oov a-ce U ti w Z m ce O Q HLU o>- W J O J J F- J Q O W (li O u) Lon o� J O ao� oc� a O z = m o z�Oz mmw� J 0 ¢ Q m '--,U a U))Lu W 132 Q :5 U) n-c):fm L7CjCwz Zooms QZin Lu zo LijWo �ZLU m Q_ z oQLuo Lu 0 z z = o z z afaUo ED o � W=go Q=oLu= U M o W zLu z� �ozocn z z CL in o 0 �o� o z H a w Q Lu z Lu % z Q z U w w 0 9 QLu C) Lu Lu oz=U) UoF� aF�� LU CO w J O O L.L Q U H O c WINDOW TAG WINDOW SCHEDULE CLA WINDOW CALL -OUT LOCATION TYPE R.O. SIZE REMARKS A SINGLE HUNG 3050 36 1/2" X 60 1/2" EGRESS / VINYL / LOW E B FIXED GLASS 1616 18 1/2" X 18 1/2" VINYL / LOW E / ABOVE GARAGE DOORS C SINGLE HUNG 3040 36 1/2" X 48 1/2" VINYL / LOW E D FIXED GLASS 2020 24 1/2" X 24 1/2" VINYL / LOW E / TEMPERED E FIXED GLASS 2816 32 1/2 X 18 1/2 VINYL / LOW E F FIXED GLASS 4060 48 1/2" X 72 1/2" VINYL / LOW E G NOT USED 2'-6" X 8'-0" W H SINGLE HUNG 3060 36 1/2" X 72 1/2" VINYL / LOW E I SINGLE HUNG 2060 24 1/2" X 72 1/2" VINYL / LOW E J FIXED GLASS 1616 18 1/2" X 18 1/2" VINYL/ LOW E K FIXED GLASS 2424 28 1/2" X 28 1/2" VINYL/ LOW E STAIR RAILING AND GUARD RAILING NOTE STAIR RAILING, STAIR GUARD RAILING, BALCONY RAILING, AND BALCONY GUARD RAILING, SHALL BE CONSTRUCTED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT ALONG THE RAIL IN ANY DIRECTION, IT MUST ALSO WITHSTAND A UNIFORM LOAD, NOT CONCURRENTLY WITH THE CONCENTRATED LOAD, OF 50 POUNDS PER LINEAR FOOT APPLIED ALONG THE RAIL IN ANY DIRECTION. INTERMEDIATE STAIR RAILS AND POSTS (IN -FILL) SHALL WITHSTAND A HORIZONTAL LOAD OF 200 POUNDS APPLIED AGAINST ANY ONE SQUARE FOOT AREA, NOT CONCURRENTLY WITH OTHER LOADS, INTERMEDIATE BALCONY RAILS AND POSTS (IN -FILL) SHALL WITHSTAND A HORIZONTAL LOAD OF 50 POUNDS APPLIED AGAINST ANY ONE SQUARE FOOT AREA, NOT CONCURRENTLY WITH OTHER LOADS. HE UNIFORMLY DISTRIBUTED LIVE LOAD FOR THE STAIRS HALL BE 40 PSF MINIMUN. HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF AT LEAST 1-1/4" AND NOT GREATER THAN 2", IF THE HANDRAIL IS NOT CIRCUALR, IT SHALL HAVE A PERIMETER DIMENSION OF AT LEAST 4" AND NOT GREATER THAN 6-1/4" WITH A MAXIMUN CROSS SECTION OF DIMENSION OF 2-1/4" EDGE SHALL HAVE A MINIMUN RADIUS OR 0.01 INCH. (*) ACTUAL STAIR RISERS TO BE VERIFIED BY CONTRACTOR IN THE FIELD, * 21 RISERS @ 7 5/8" 18 TREADS @ 10" 2 LANDINGS DOOR TAG (:�>=DOOR CALL -OUT DOOR SCHEDULE LOCATION TYPE SIZE REMARKS 1 THERMA-TRU INSULATED FULL LITE ENTRY DOOR 3'-0" X 8'-0" W/ (2) 12" SIDELITE / TEMPERED 2 OVER HEAD GARAGE DOOR STEELDESINER 18'-0" X 8'-0" NON -INSULATED RAISED PANEL DOOR 3 SINGLE LITE FRENCH DOOR (2) 31 -011 X 8'-0" TEMPERED W/ (2) 4'-0"X 8'-0"SIDE LITES 4 DOOR 2'-8" X 8'-0" SELF CLOSING, SOLID WOOD NOT LESS THAN 1-3/8" / OR 20 MINUTE FIRE -RATED 5 HOLLOW CORE POCKET DOOR 2'-8" X 8'-0" 6 HOLLOW CORE DOOR 2'-4" X 8'-0" AR 98560 7 HOLLOW CORE DOOR 2'-6" X 8'-0" W 8 HOLLOW CORE DOOR 2'-8" X 8'-0" 9 HOLLOW CORE BI -PASS DOOR 4'-0" X 8'-0" o m r_1 00 10 GLASS SHOWER DOOR 2'-0" X 6'-8" TEMPERED 11 HOLLOW CORE DOOR (2) 2'-6" X 8'-0" < uj 12 HOLLOW CORE DOOR (2) 2'-0" X 8'-0" (1) all I > 06 O , 13 HOLLOW CORE BI -PASS DOOR 5'-0" X 6'-8" 14 HOLLOW CORE DOOR 2'-6" X 6'-8" < a 15 HOLLOW CORE DOOR 2'-8" X 6'-8" a . -°o o 16 SINGLE LITE FRENCH DOOR 2'-8" X 6-8" EXTERIOR / TEMPERED 17 HOLLOW CORE BI -PASS DOOR 6-0" X 6'-8" 5'-0" X 6'-8" TEMPERED 18 BI -PASS GLASS SHOWER DOOR INSULATION SCHEDULE LOCATION TYPE R -VALUE U.N.O. CEILING @ LIVING AREA FIBERGLASS 38 EXTERIOR WD. FRAME WALLS FIBERGLASS 19 WALLS TO LIVING AREA FIBERGLASS 11 42" HIGH RAILING / W/ PICKETS SPACED TO REJECT A 4" DIA. SPHERE E un Ll -TOP OF SECOND f 1"NOSING NAILER) RISER `TREAD THRUST BLOCK STAIR SECTION CALE: 1/4" = 1'-0" --- -- TOP OF LANDING O Ln CARRIAGE — FINISH FLOOR CLASSIC OFFICE COPY W x v a Lu m U H Z H a rl :4 Ln TO THE BEST OF MY KNoimlSDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WY`, THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS: r DATE OF CERTIFICATION BELOW. Aucust 25, 2017 OF 4 A a ,,, 7 V r �., , A Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W (� o m o m r_1 00 p - un a t ti < uj f) d1- C. -' CC (1) all I > 06 O , �..�LLJ LNC c) M ' LL < a J fd a . -°o o L1 L C 06 co Q) U) E0� J u t.0 o kO p O4 i !' LL Lu i 71 U -J, i 1— .. z cn 7-3 H O SAA a -� a U va I wr Lu i N C7 z N W I C) � � 00 LU 3 uj Lu J H w m cz U) J LLj Luz z _ z M Q Al Oe. 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I- FRONT ELE SCA E: 1/4" = 1'-0" METAL ROOF — VATIO N CLASSIC K VENEER, TYP. \ \, 10 7 5.2.18 TOP OF HEEL \-- E TOP OF PLAT I 4 I �2. I I� 2ND FIN. FLR. II _I TOP OF PLATE T, o 0 5 I 5.2.18 FINISH FLOOR _ I ........... .. . . .... . ........... ............. . .. ............ 6 7 1 5.2.1 5.2.1 5.2.1 P. P. RIG T ELEVATION SCALE: 1/4" = 1'-0" 2 .2.1 CLASSIC TOP OF HEEL TOP OF PLATE I.411I 2ND FIN. FLR. TOP OF PLATE Sig FINISH FLOOR I H11 1 NP. 5.2.1 0 0 M� 0 N PROVIDE RIDGE VENTS, TOLL BROTHERS P.M. TO VERIFY LOCATIONS E L E VAT I O N NOTES AWING COMPLIES u5gu TME APPLICABLE MINIMUM BELOW. BUILDING CODE IN EFFECF AS OF DATE OF CERTIFICATION BELOW, August 25, 2017 PROVIDE HIGH DENSITY FOAM WITH TOUGH COAT FROM FOAM FACTORY INC. OR EQUAL AT ALL EXTERIOR 1' DECORATIVE ELEMENTS, TYPICAL UNLESS NOTED e Fk OTHERWISE g s 2 FOAM APPLICATIONS FINISHES SHALL BE ACCORDING- TO EACH ELEVATION RA _ p "COL -LIGHT" OR EQUAL PRE -FINISHED 3 FOAM APPLICATIONS SHALL BE INSTALLED AS_ PERqt" I MANUFACTURER SPECS. U.N.O. 7 ` PRE -CAST STONE APPLICATIONS, SHALL BE 'STONE .',' 4. CAST' FROM FOAM FACTORY INC. OR EQUAL, AND. ° INSTALLED AS. PER MANUFACTURER SPECS. A 5. EXTENDING AT LEAST SHALL WRAP ALL OPENINGS Manuel Gonzalez, AIA ST INTO THE UNDERSIDE OF THE AR 96730 OPENING_ _ _ Javier Hernandez, AIA METAL WORK IN INTERIOR AND EXTERIOR RAILINGS AR 98560 6. AND APPLICATIONS TO BE FAUX WROUGHT IRON Sang-Yub Lee, PE ALUMINUM 72328 THE BUILDER SHOULD NOT INTERPRET THE DRAWINGS, 7. ANY MISDESCRIPTION SHALL BE CLARIFIED BY THE C) rn ARCHITECT/DESIGNER LU o M THE BUILDER SHALL BE RESPONSIBLE TO SET A MEETING a Ln WITH THE SUB -CONTRACTOR / MANUFACTURER AND �'"" < 5 8. THE ARCHITECT/DESIGNER IN WHICH ALL{,,,,} < N ARCHITECTURAL APPLICATIONS WILL BE COORDINATED W CC , , > 00o AND APPROVED PRIOR TO INSTALLATION _ 0 L ` N ELECTRICAL CONTRACTOR TO COORDINATE MOUNTING HEIGHT OF COACH LIGHTS WITH TOLL BROTHERS P M (. a U_ 5 .2.3 0 0 4" CORNER TRIM, TYP. FN. FL. - 00 w to Qj U � � CO 00 LL Q Ln �jTi E O 00 F_ .J ILLJ a U J LU LU LU kD o z X, M - �"MUNlT I' DE .� �ELOPMENT � IH TOP O 0 _. W I tom W 2m W w T""I w LU v Lj W I Q � z LU O <LLA � U U ce a H UCL 0 .: LLJ LU U , U W F= = W l_ J U W I-1 W Uo N ' z z \ 3 �t 5 .2.3 0 0 4" CORNER TRIM, TYP. FN. FL. - 00 I 00 Ln �jTi ILLJ LU LU LU z X, M - �"MUNlT I' DE .� �ELOPMENT � IH TOP O 0 _. OF PLAPR V W 00 5 .2.3 0 0 4" CORNER TRIM, TYP. FN. FL. - 00 I N Ln z O - IH _. 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REAR ELEVATION SCALE: 1/4" = 1'-0" 0 ----FLASHING CLASSIC J n,P5.2.1 TYP LEFT ELEVATION SCALE: 1/4" = 1'-0" --------------------------------- T ----------------------- -----------------------------------------T r-� I I I I I I I I L__J I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I � _ L _ r -T l I I ---- -�J F-� L ----------I I I I I I I I I II 4:12> --------------------------- I ------ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ---------------- I I ROOF SLOPE PLAN SLOPE: 6:12 U.N.O. SCALE: 1/8" = 1'-0" 'yp ... CLASSIC ADDITIONAL ELEVATION NOTES: 1- PRE-EGINEERED TRUSSES TO BE MANUFACTURED WITH 7" HEEL 2 - ALL HIPS TO BE MANUFACTURED WITH A 12" OFFSET AT CORNERS 3 - ALL GABLE END TRUSSES TO BE MANUFACTURED WITH AND ADDITIONAL 1/2" DROP F- ROOFING PER CONTRACT, TYP. CLASSIC 040 ROOF VENT CALCULATION ATTIC AREA (TOTAL UNDER ROOF) 3887 DIVIDE BY CODE REQUIREMENT 300 MIN. NET FREE VENTILATING 'yp ... 12.96 AREA REQUIRED NOTE: FBCR 806.2 EXC. 2; PERMITS ROOF VENTILATING AREA TO BE CALCULATED AT 1/300 PROVIDED THAT 40-50% OF THE REQUIRED VENTILATION IS PROVIDED BY ROOF VENTILATORS LOCATED WITHIN 3'-0" OF THE RIDGE OR HIGH POINT (UNLESS CONFLICTS EXISTS) MEASURED VERTICALLY, AND THE BALANCE OF THE REQUIRED VENTILATION BY EAVE OR CORNICE VENTS. W Q9 H w z cn 0 V U 2 COMMUNITY DEVELOPMENT w APPROVED m U H Z H Q I I --------------' 4" CORNER -J 8 TRIM TYP. 5.2.1 ENCLOSURE 1 TO THE BEST DRAWING P'.v,'LIES III ASPHALT SHINGLE ROOFING lk -FECT AS OF DATE OF CERTIFICATION BELOW. PROVIDE RIDGE VENTS, TOLL BROTHERS P.M. TO VERIFY LOCATIONS August 25, 2017 'yp ... TO THE BEST DRAWING P'.v,'LIES i MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS WITH THE APPLICABLE MINIMUM BUILDING CODE IN. -FECT AS OF DATE OF CERTIFICATION BELOW. 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FLR. 11-211 GABLNITION DETAIL END DETAIL S-0,(��PRACKET D ETAI LSCAL 1 =1 SCALE I 1-0, ,8 5,2.8 SCALE 1/2"=1'-0" 5,2,18 INSULATION AS REQUIRED STUD FLASHING DETAIL (� �5JRELLIS 6 WDW. TRIM 7 LAP SIDIN A5.2,18 SCALE 1/2"=1'-0" �A5.2.1$ SCALE 1/2"=1'-0" A5SCALE 1/4"=1'-0" 2,18 8.1 A5.2.18 Ali 4" TRIM 0 M 4" TRIM N SERVICE METAL FLASHING SIDING PER ELEVATION ROOF PER CONTRACT SERVICE CENTER DETAIL 5 2,18 ............ F.F. FLASHING 2"x4" OUTRIGGER 0 2nd FIN. FLR. 211X$" 1 _ .... ........ t R 967 `n FLASHING VENTED SOFFIT TRUSS LAYOUT 1 X 2 CAP FLOOR 1 X 2 CAP BY ENGINEER FIN . FLR. _ SYSTEM 1 X 6 TRIM 1X6 TRIM d- 1 X BLOCKING SIDING PER ELEVATION 1'-4" 1 X 6 TRIM O 0) ,--i 00 1 X BLOCKING - SHAKE SIDING OVERHANG WALL PER CAULK AS _j 1 �LIJ '�' o .. 00'ITE .... PLAN NEEDED k<.,..,. 11-211 GABLNITION DETAIL END DETAIL S-0,(��PRACKET D ETAI LSCAL 1 =1 SCALE I 1-0, ,8 5,2.8 SCALE 1/2"=1'-0" 5,2,18 INSULATION AS REQUIRED STUD FLASHING DETAIL (� �5JRELLIS 6 WDW. 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W�ocm �z=c~i� ~ C Q V t� Qw mw �-,Z,U L3 i J — JLL.�oow -cc U O TIE-IN WITH WEATHER RESISTIVE BARRIER: 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO ALLOW FOR FLASHING INSTALLATION 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE FLASHING EXT -1 D3 THER RRIER & 'SECURE WEATHER RESISTIVE BARRIER CORNER PATCH FLASHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) CONFORMING TO AAMA 711-07 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 3. MECHANICALLY FASTEN AS NECESSARY TYPICAL SLIDING GLASS DOOR FLASHING DETAIL N.T.S. SEE NOTI WALL SH WITH WE RESISTIbC DMrmicR npTinni _ o FLASHING CANT STRIP SILL PLATE NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) CONFORMING TO AAMA 711-07 2. INSTALL SILL FLASHING AS SHOWN ABOVE 3. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS WATERPROOFING AT ExT-5 EXTERIOR OPENING OR BEAM D3 N.T.S. (EXT -5) CONT. DRIP EDGE ACROSS DOOR HI TO DIVERT RAIN (EXT -1) HEID FLASHING TIE-IN INS RUCTIONS: 1. CUT, FOLD UP & TEMPORARILY S CURE WEATHER RESISTIVE BARRIER ABOVE HEADER TO A LOW FOR FLASHING INSTALLATION 2. I STALL HEAD FLASHING UNDER EATHER RESISTIVE BARRIER 3. F LD WEATHER RESISTIVE ARRIER BACK OVER HEAD LASHING AND SEAL WITH TAPE kirNks e MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH FLASHING WEATHER RESISTIVE BARRIER TAPE 1 FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE). CONFORMING TO AAMA 771-07 2 REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE, 3 INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS. 4 INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS. WEATHER RESISTIVE BARRIER - 2 2 DO NOT FLASH OVER BOTTOM NAILING FLANGE WINDOWS TO BE INSTALLED PER AAMA 100-07 1 EXT -2 TYPICAL WINDOW FLASHING DETAIL D 3 N.T.S. (EXT -2) WALL PER PLAN RIOR THIS DETAIL ONLY APPLIES AT EXTERIOR DOORS THAT HAVE NO IMMEDIATE OVERHANGS ABOVE THEM AND DOORS THAT HAVE A SECOND STORY WALL ABOVE THEM. EXTERIOR DOOR EXT -6 HEAD DRIP DETAIL D 3 N.T.S. (EXT -6) WALL PER PLAN RAIN DRIP REGLET EXTERIOR WINDOW EXTERIOR WINDOW EXT -7 HEAD DRIP DETAIL ��3N.T.S. (EXT -7) FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE EXTERIOR SHEATHING SILL PAN FLASHING Q z (ASSEMBLED _n WINDOW) -n Ln z c� CO z c� 1 FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE). CONFORMING TO AAMA 771-07 2 REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE, 3 INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS. 4 INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS. WEATHER RESISTIVE BARRIER - 2 2 DO NOT FLASH OVER BOTTOM NAILING FLANGE WINDOWS TO BE INSTALLED PER AAMA 100-07 1 EXT -2 TYPICAL WINDOW FLASHING DETAIL D 3 N.T.S. (EXT -2) WALL PER PLAN RIOR THIS DETAIL ONLY APPLIES AT EXTERIOR DOORS THAT HAVE NO IMMEDIATE OVERHANGS ABOVE THEM AND DOORS THAT HAVE A SECOND STORY WALL ABOVE THEM. EXTERIOR DOOR EXT -6 HEAD DRIP DETAIL D 3 N.T.S. (EXT -6) WALL PER PLAN RAIN DRIP REGLET EXTERIOR WINDOW EXTERIOR WINDOW EXT -7 HEAD DRIP DETAIL ��3N.T.S. (EXT -7) FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE EXTERIOR SHEATHING SILL PAN FLASHING Q z ., `HE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS mWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. AUG 2 5 2017 CO r R 9673 ` 116 4 � O "�ci i43 A .. Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W o m + 00 pn � � un zLAJ 5 � (!) 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ROUND VENT @ 24" O.C. METAL DRIP EDGE 1X4 FASCIA 2X6 RAFTER TAIL @ 24" O.C. 11 3/8 CEMENTITIOUS Z iE SOFFIT OVERHANG FINISH MATERIAL PER ELEVATION EXTERIOR SHEATHING TO --� BE FLUSH WITH THE EDGE OF THE FOUNDATION, 1/4" GAP BETWEEN FOUNDATION AND SHEATHING WATER RESISTANT BARRIER - (2 LAYERS REQUIRED) POLYETHYLENE HOUSE WRAP OR APPROVED EQUAL SYSTEM FLASHING w LU O U z �I Q w J U tjk MAIN FIN. FLOOR ELEV @ 0'-0" SEE PLAN �0 CEILING INSULATION (SEE ENERGY CALCS.) 1/2" RIGID GYP. BD. DBL. 2x SYP. WD. TOP PLATE 2x SYP. #2 WD. STUDS @ 16" O.C., TYP. WALL INSULATION (SEE ENERGY CALCS.) 2x SYP. #2 WD. HEADER -SEE SCHEDULE SCHEDULED WINDOW (SEE FLOOR PLAN) 1/2" GYPSUM WALLBOARD ON STUDS W/ WALL INSULATION (SEE ENERGY CALCS) 2x SYP. #2 WD. STUDS @ 16" O.C., TYP. 2x P.T. SILL PLATE CONNECT WALL TO FOUNDATION PER FRAMING DETAILS PROVIDE CONT. METAL TERMITE SHIELD UNDER SILL PLATE FINISHED BASE MOULDING ROOFING PER CONTRACT: ON (2) 7/16" SHEATHING (CONTRACTOR TO PROVIDE PRODUCT APPROVAL FOR ROOFING SYSTEM) ALL ROOFING UNDERLAYMENT TO BE SELF -ADHERING POLYMER MODIFIED BITUMEN SHEET TO COMPLY WITH ASTM D 1970 2 X 6 W/ 2" DIA. ROUND VENT @ 24" O.C. METAL DRIP , EDGE 1X4 FASCIA ----;I I // III D 2X6 RAFTER TAIL @ 24" O.C. 3/8" CEMENTITIOUS i�-4�, SOFFIT OVERHANG �i FINISH MATERIAL PER ELEVATION EXTERIOR STRUCTURAL - SHEATHING AS REQUIRED BY FRAMING DETAILS 2x SILL PLATE WATER RESISTANT BARRIER (2 LAYERS REQUIRED) POLYETHYLENE HOUSE WRAP OR APPROVED EQUAL SYSTEM 2x RIBBON FASTENED TO FLOOR TRUSSES PER TRUSS ENGINEER WAINSCOT/TRANSITION 2x RIBBON FASTENED TO FLOOR TRUSSES PER TRUSS ENGINEER PRE-ENGINEERED WOOD FLOOR TRUSSES (VERIFY W/ TRUSS ENGINEER FOR TRUSS LAYOUT) - DBL. 2x SYP. WD. TOP PLATE SCHEDULED WINDOW (SEE FLOOR PLAN) WINDOW ATTACHMENT COMPLIANT WITH FBC-R -� EXTERIOR SHEATHING TO ----\ BE FLUSH WITH THE EDGE OF THE FOUNDATION, 1/4" GAP BETWEEN FOUNDATION AND SHEATHING WATER RESISTANT BARRIER - (2 LAYERS REQUIRED) POLYETHYLENE HOUSE WRAP OR APPROVED EQUAL SYSTEM FLASHING 40 a 'a w w I� OU Z o .4 4" CONC SLAB W/ 00 VAPOR BARRIER Q - REFER TO STRUCTURAL a DRAWINGS FOR - M FOOTING SIZE COARSE COUNT & • _ (PROVIDED BY — OTHERS) EXTERIOR WALL SECTION WITH WINDOW SCALE: 3/4" MAIN FIN. FLOOR ELEV @ 0'-0" ,- 4 < 1 SEE �PLAN // �- CEILING INSULATION (SEE ENERGY CALCS) 1/2" RIGID GYP. BD. DBL. 2x SYP. WD. \ TOP PLATE \� 2x SYP. #2 WD. STUDS @ 16" O.C., TYP. WALL INSULATION (SEE ENERGY CALCS.) 2x SYP. #2 WD. HEADER -SEE SCHEDULE SCHEDULED WINDOW (SEE FLOOR PLAN) WINDOW ATTACHMENT COMPLIANT W/ FBC-R 2x SYP. #2 WD. STUDS @ 16" O.C., TYP. WALL INSULATION (SEE ENERGY CALCS) CONNECT WALL PER FRAMING DETAILS FINISHED BASE MOULDING 3/4" GYPCRETE (OPTIONAL) 3/4" THK. T&G SUBFLOOR TOP OF FLOOR TRUSS U) w > /ZZ \\ / BATT INSULATION REQUIRED AT GARAGE (SEE ENERGY CALCS) 1/2" RIGID GYP. BOARD 1/2" GYPSUM WALLBOARD ON STUDS W/ WALL INSULATION (SEE ENERGY CALCS) HEADER, SEE FRAMING PLAN FOR SIZE AND DEPTH SCHEDULED WINDOW (SEE FLOOR PLAN) 1/2" GYPSUM WALLBOARD ON STUDS W/ WALL INSULATION (SEE ENERGY CALCS) 2x SYP. #2 WD. STUDS @ 16" O.C., TYP. 2x P.T. SILL PLATE CONNECT WALL TO FOUNDATION PER FRAMING DETAILS PROVIDE CONT. METAL TERMITE SHIELD UNDER SILL PLATE FINISHED BASE MOULDING �m as1 4" CONC SLAB W/ VAPOR BARRIER a - REFER TO STRUCTURAL DRAWINGS FOR COARSE COUNT & • FOOTING SIZE OT 0 RIS) D BY 4 TWO—STORY D7 SCALE: 3/4" LL SECTION ROOFING PER CONTRACT. (CONTRACTOR TO - PROVIDE PRODUCT APPROVAL FOR ROOFING SYSTEM) ALL ROOFING UNDERLAYMENT TO BE SELF -ADHERING POLYMER MODIFIED BITUMEN SHEET TO COMPLY WITH ASTM D 1970 PRE-ENGINEERED WD TRUSS, 24" O.C. INSULATION BLOCK 2X4 SUBFASCIA METAL DRIP EDGE 1X6 FASCIA VENTED SOFFIT W/3" DIAM. VENTS @ 48"- 0. C., TYP. FINISH MATERIAL--" PER ELEVATION REFER TO ELEV. FOR EXTERIOR SHEATHING TO--\ BE FLUSH WITH THE EDGE OF THE FOUNDATION, 1/4" GAP BETWEEN FOUNDATION AND SHEATHING WATER RESISTANT BARRIER - (2 LAYERS REQUIRED) POLYETHYLENE HOUSE WRAP OR APPROVED EQUAL SYSTEM FLASHING jh MAIN FIN. FLOOR ELEV @ 0'-0" SEE PLAN I CEILING INSULATION (SEE ENERGY CALCS.) 1/2" RIGID GYP. BD. DBL. 2x SYP. WD. TOP PLATE 2x SYP. #2 WD. S77UDS @ 16" O.C., TYP. WALL INSULATION (SEE ENERGY CALCS.) 2x SYP. #2 WD. HEADER -SEE SCHEDULE SCHEDULED WINDOW (SEE FLOOR PLAN) 1/2" GYPSUM WALLBOARD ON STUDS W/ WALL INSULATION (SEE ENERGY CALCS) 2x SYP. #2 WD. STUDS @ 16" O.C., TYP. 2x P.T. SILL PLATE CONNECT WALL TO FOUNDATION PER FRAMING DETAILS PROVIDE CONT. METAL TERMITE SHIELD UNDER SILL PLATE FINISHED BASE MOULDING a 4" CONC SLAB W/ VAPOR BARRIER REFER TO STRUCTURAL DRAWINGS FOR COARSE COUNT & • a • FOOTING SIZE (PROVIDED BY OTHERS) EXTERIOR WALL SECTION WITH WINDOW SCALE: 3/4" = 1'-0" ROOFING PER CONTRACT. (CONTRACTOR TO - PROVIDE PRODUCT APPROVAL FOR ROOFING SYSTEM) ALL ROOFING UNDERLAYMENT TO BE SELF -ADHERING POLYMER MODIFIED BITUMEN SHEET TO COMPLY WITH ASTM D 1970 PRE-ENGINEERED WD TRUSS, 24" O.C. INSULATION BLOCK 2X4 SUBFASCIA METAL DRIP EDGE 1X6 FASCIA VENTED SOFFIT W/3" DIAM. VENTS @ 48"- 0. C., TYP. FINISH MATERIAL-` PER ELEVATION REFER TO ELEV. FOR DVERHAN( EXTERIOR STRUCTURAL - SHEATHING AS REQUIRED BY FRAMING DETAILS 2x SILL PLATE WATER RESISTANT BARRIER— (2 LAYERS REQUIRED) POLYETHYLENE HOUSE WRAP OR APPROVED EQUAL SYSTEM 2x RIBBON FASTENED TO FLOOR TRUSSES PER TRUSS ENGINEER WAINSCOT/TRANSITION 2x RIBBON FASTENED TO FLOOR TRUSSES PER TRUSS ENGINEER PRE-ENGINEERED WOOD FLOOR TRUSSES (VERIFY W/ TRUSS ENGINEER FOR TRUSS LAYCUT)- DBL. 2x SYP. WD. TOP PLATE SCHEDULED WINDOW (SEE FLOOR PLAN) WINDOW ATTACHMENT COMPLIANT WITH FBC-R EXTERIOR SHEATHING TO--\ BE FLUSH WITH THE EDGE OF THE FOUNDATION, 1/4" GAP BETWEEN FOUNDATION AND SHEATHING WATER RESISTANT BARRIER - (2 LAYERS REQUIRED) POLYETHYLENE HOUSE WRAP OR APPROVED EQUAL SYSTEM FLASHING Q LU J U M _JkLMAIN FIN. FLOOR ELEV @ 0'-0" —III 4 4 SEE PLAN I CEILING INSULATION (SEE ENERGY CALCS.) 1/2" RIGID GYP. BD. DBL. 2x SYP. WD. TOP PLATE 2x SYP. #2 WD. STUDS @ 16" O.C., TYP. WALL INSULATION (SEE ENERGY CALCS.) 2x SYP. #2 WD. HEADER -SEE SCHEDULE -SCHEDULED WINDOW (SEE FLOOR PLAN) WINDOW ATTACHMENT COMPLIANT W/ FBC-R -2x SYP. #2 WD. STUDS @ 16" O.C., TYP. -WALL INSULATION (SEE ENERGY CALCS) -CONNECT WALL PER FRAMING DETAILS -FINISHED BASE MOULDING -3/4" GYPCRETE (OPTIONAL) -3/4" THK. T&G SUBFLOOR TOP OF FLOOR TRUSS gk U) w > BATT INSULATION REQUIRED AT GARAGE (SEE ENERGY CALCS) 1/2" RIGID GYP. BOARD 1/2" GYPSUM WALLBOARD ON STUDS W/ WALL INSULATION (SEE ENERGY CALCS) HEADER, SEE FRAMING PLAN FOR SIZE AND DEPTH SCHEDULED WINDOW (SEE FLOOR PLAN) 1/2" GYPSUM WALLBOARD ON STUDS W/ WALL INSULATION (SEE ENERGY CALCS) 2x SYP. #2 WD. STUDS @ 16" O.C., TYP. 2x P.T. SILL PLATE CONNECT WALL TO FOUNDATION Q PER FRAMING DETAILS PROVIDE CONT. METAL TERMITE z SHIELD UNDER SILL PLATE FINISHED BASE MOULDING , 6 4 EI 11 4" CONC SLAB W/ Eii VAPOR BARRIER a - _11A REFER TO STRUCTURAL DRAWINGS FOR COARSE COUNT & FOOTING SIZE - ORS) D BY 7-1 TWO—STORY WALL SECTION SCALE: 3/4" = 1'-0" Q z TO?HE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS cKkWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING .;ODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. 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INT -4 SHOWER & CURB ON FRAMED FLOOR D$� SCALE: 3/4" = 1'-0" (INT -4) SET MIR OR 3" FROM MIRROR—VANITY —5 SET MIRROR 3" END OFF ACK SPLASH — __ZFROM INSIDE CORNER 36" HIGH X (VANITY -5") MIRROR 00 1/4" MIRROR E] 2" MIRROR TRIM 1/2" RECESS FOR MIRROR DRYER VENT (TYPICAL) GAS PIPE (TYPICAL) FOR GAS DRYER ONLY . . T.1 DRYER VENT BOX - ATTACH PER MFR. F] O INSTRUCTIONS P.T. SILL PLATE (IF SLAB ON GRADE) VANITY MIRROR INSTALLATION INSTRUCTIONS: o 1. MIRRORTO BE GLUED TO WALL AND SET WITH REMOVABLE CLIPS TO HOLD SECURELY IN PLACE. 2. AT BATH OOMS WITH MIRRORS ON ADJACENT ANGLED WALLS, BUTT MIRRORS TIGHT AT INSIDE CORNER. (N IRROR TRIM WILL NOT BE INSTALLED AT INSIDE CORNERS.) 3. UPON INSTALLATION OF WOOD TRIM, REMOVE REMOVABLE CLIPS (VERIFY MIRROR IS GLUED BEFORE RE14OVING ALL CLIPS) AND INSTALL WOOD TRIM AT PERIMETER. WOOD TRIM SHOULD BE 12 +/- FROM TOP OF BACK SPLASH AND INSIDE WALL CORNERS. INT -2 MASTER BATH MIRROR WOOD TRIM DETAIL INT -3 D$ SCALE: 1/2" = 1'-0" (INT -1) �$ REFER TO FLOOR PLAN, VARIES BY MODEL �J Lu a p oc O om: o} Um o U) F- w ceaf Q U-> PLAN NOTE: EXACT SIZE AN D SHAPE VAIRES BY MODEL AS WELL AS PLUMBING ACCESORIES. REFER TO ARCHITECTURAL PLANS BY MODEL. CORNER SHELF FLOOR TILE a- 2" SHOWER DRAIN U— d 00 TILE AT DOOR Q THRESHOLDLu (1) CERAMIC CORNER SHELF AT 48" A.F.F. WALL TILE SHOWER ELEVATION INT -5 STANDARD SHOWER SHELF LOCATION D$ SCALE: 1/2" = 1'-0" (INT -5) J AS OF DATE OF CERTIFICATION BELOW. C.of (7C)oCU C) A J �� LU o m Q 2" MIRROR TRIM 1/2" RECESS FOR MIRROR DRYER VENT (TYPICAL) GAS PIPE (TYPICAL) FOR GAS DRYER ONLY . . T.1 DRYER VENT BOX - ATTACH PER MFR. F] O INSTRUCTIONS P.T. SILL PLATE (IF SLAB ON GRADE) VANITY MIRROR INSTALLATION INSTRUCTIONS: o 1. MIRRORTO BE GLUED TO WALL AND SET WITH REMOVABLE CLIPS TO HOLD SECURELY IN PLACE. 2. AT BATH OOMS WITH MIRRORS ON ADJACENT ANGLED WALLS, BUTT MIRRORS TIGHT AT INSIDE CORNER. (N IRROR TRIM WILL NOT BE INSTALLED AT INSIDE CORNERS.) 3. UPON INSTALLATION OF WOOD TRIM, REMOVE REMOVABLE CLIPS (VERIFY MIRROR IS GLUED BEFORE RE14OVING ALL CLIPS) AND INSTALL WOOD TRIM AT PERIMETER. WOOD TRIM SHOULD BE 12 +/- FROM TOP OF BACK SPLASH AND INSIDE WALL CORNERS. INT -2 MASTER BATH MIRROR WOOD TRIM DETAIL INT -3 D$ SCALE: 1/2" = 1'-0" (INT -1) �$ REFER TO FLOOR PLAN, VARIES BY MODEL �J Lu a p oc O om: o} Um o U) F- w ceaf Q U-> PLAN NOTE: EXACT SIZE AN D SHAPE VAIRES BY MODEL AS WELL AS PLUMBING ACCESORIES. REFER TO ARCHITECTURAL PLANS BY MODEL. CORNER SHELF FLOOR TILE a- 2" SHOWER DRAIN U— d 00 TILE AT DOOR Q THRESHOLDLu (1) CERAMIC CORNER SHELF AT 48" A.F.F. WALL TILE SHOWER ELEVATION INT -5 STANDARD SHOWER SHELF LOCATION D$ SCALE: 1/2" = 1'-0" (INT -5) DRYER DRYER VENT (TYPICAL) `-CAL) R ONLY WITH PEDESTAL NOTE: 1. DRYER VENT BOX TO HAVE "KNOCK OUTS" FOR TOP, BOTTOM, OR REAR VENT LOCATIONS. 2. DRYER VENT AND GAS PIPE SIZES AND MAXIMUM LENGTHS PER MANUFACTURER'S SPECIFICATIONS. RYER VENT BOX- TTACH PER MFR. VSTRUCTIONS T. SILL PLATE T SLAB ON GRADE) DRYER VENT BOX FOR DRYER ONLY SCALE: 1/2" = 1'-0" TILE OR STONE ON 1/2" HARDI BACKER BOARD OVER %4" EXT. PLYWOOD ON 2X4 FRAMING. VARIES - 2X4 @ ROP IN TUE 2X4 TO BE P.T. WHEN IN CONTACT W/ CONC. JVf f VI\1 VIYVLf\ TUB AS REQ. BY MANUFACTURER'S. FR -33 DROP IN TUB DETAIL D$ SCALE: 3/4" = 1'-0" (FR -33) END POST TIED INTO FLOOR JOIST BELOW EXTEND TO BOTTOM OF FLOOR JOISTS. - END POST TO PENETRATE — SUBFLOOR. FACE NAIL END POST TO BLOCKING. 2x BLOCKING BETWEEN FLOOR TRUSS AGAINST END POST. SUB FLOOR. FLOOR TRUSS. (INT -3) COMPARE MANUFACTURER'S DIM OF TUB & PUMP LOCATION 2X4 LEDGER 2X4 CRIPPLES —( FR -34 HALF WALL TIE-IN DETAIL D $ N.T.S. (FR -34) Q z rig `•iE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS I,NWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING .:ODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. AUG 2 5 2017 A J �� R 6) 7� 9 A: O ,,_ t ' " iA Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W 01-0 O 01 i DRYER DRYER VENT (TYPICAL) `-CAL) R ONLY WITH PEDESTAL NOTE: 1. DRYER VENT BOX TO HAVE "KNOCK OUTS" FOR TOP, BOTTOM, OR REAR VENT LOCATIONS. 2. DRYER VENT AND GAS PIPE SIZES AND MAXIMUM LENGTHS PER MANUFACTURER'S SPECIFICATIONS. RYER VENT BOX- TTACH PER MFR. VSTRUCTIONS T. SILL PLATE T SLAB ON GRADE) DRYER VENT BOX FOR DRYER ONLY SCALE: 1/2" = 1'-0" TILE OR STONE ON 1/2" HARDI BACKER BOARD OVER %4" EXT. PLYWOOD ON 2X4 FRAMING. VARIES - 2X4 @ ROP IN TUE 2X4 TO BE P.T. WHEN IN CONTACT W/ CONC. JVf f VI\1 VIYVLf\ TUB AS REQ. BY MANUFACTURER'S. FR -33 DROP IN TUB DETAIL D$ SCALE: 3/4" = 1'-0" (FR -33) END POST TIED INTO FLOOR JOIST BELOW EXTEND TO BOTTOM OF FLOOR JOISTS. - END POST TO PENETRATE — SUBFLOOR. FACE NAIL END POST TO BLOCKING. 2x BLOCKING BETWEEN FLOOR TRUSS AGAINST END POST. SUB FLOOR. FLOOR TRUSS. (INT -3) COMPARE MANUFACTURER'S DIM OF TUB & PUMP LOCATION 2X4 LEDGER 2X4 CRIPPLES —( FR -34 HALF WALL TIE-IN DETAIL D $ N.T.S. (FR -34) Q z rig `•iE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS I,NWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING .:ODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. AUG 2 5 2017 A J �� R 6) 7� 9 A: O ,,_ t ' " iA Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W 01-0 O 01 O� 00 4-J 06 n _> o •L co u.i M ®< ®i ULJ i J u_ X 0- a �, o N W i?i ® p i J=00 a fu Ln LL < c L -� E `1- UN n J ko o ko 0 t. ( , ...3 (7) UJ _..: a ULA a. :,r 4 Q Z:�: Z z m L f Z U_ w ' V' I -V I 1 vi o _... b .,. m a LIA �( i £.., :. � p .1 L� V / J H uj C6 W F— �., p z 00 LU Q �z .., ��IAL NU�1��. 1014.1