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349 3RD ST ATT GAR 24x24xl2 DEEP CONIC. WOOD 4x4 SYP#2 P.T. TAI R BEAM WOOD (2)2x8 SYP#2 P.T. FOOTING w/ 3-#5 E.W. BY BUILDER. POST w/ABU44 BOVE TAIR FASTEN TO BEAM w/ w/ CONC. PEDESTAL, w/5/8" ROD EPDXIED _S MSTA24 STRAP EA. END WOOD PER DETAIL 4/S1.0 F-1 6" MIN, (2) TOTAL BY BUILDER. 2x8 P.T JOISTS TAIR aim- (2 PLACE @ 16" O.C. Ing BY BUILDER. ,4 JN3 100 s) L FASTEN EA. END7 lu 1 ^5 3W N' A� UP W/ HU28 2 UP `N��-o V S 2 -5t N I I I 1 5- -5t I L- 1 5 2x8 P.T LEDGER L 1A.I Q SHEATHING, FASTEN FF W/ 3-10d & 3-Y4"Ox5" r�� 420 Osceola Avenue LAG SCREW @ Jax. Beach, Florida 32250 n), p IR Ph. 242-0908 Fax.241-9557 16" O.0 MAX. 024 F L: CA# 8344 SO CA#3579 < CONTACT US WITH YOUR COMMENTS PROVIDE SAW CUTS PER ILDER TO 3/S1.O, BU 4 COORDINATE �ITH FINISH rz,t9 FLOOR W�TERIAL. ,a Aa U PON z ALL EXTERIOR WALLS 5 AT THIS LEVEL ARE: < '8 CONSTRUCTED OF 2x4 z 0 S1"o z -0 SPF#2 @ 16"o.c -No. 00 -9 _j WALL FRAMING (U.O.N.), THIS T U) 00 WALL FRAMING F5 2 S.T @ X a I - 114 1 S:,� 0 1. COMPLIES WITH DEFLECTION 2x6 LEDGER. FASTEN S3.2 C4 CRITERIA. TO FRAMING W/ 0R\ 00 4" CONCRETE SLAB w/ r2 I k S3.2 5-12d @ 16" O.C. FIBERMESH @ 1.5 LBS/CU.YD. OF CONCRETE AND 6x6 W1.4xW1.4 DATE WWF ON 10 MIL VAPOR BARRIER z PORCH A ADDED 01.06.15 IN PREPARED GRADE.-N, 5 5 pm em BEAM POCKET, SEE 4/S3.2 0 0 777777777 04 --- - ------- --------------- --- 1 F t ((3)1J5x11.88 1.9E LVL-2/2 FIELD ALTERATION _j 5 5 15 GARAGEHEADER 5 1 CONTRACTOR SHALL CONTACT LOU PONTIG EXISTING IF6 XISTING STRUCTURE 2x6 2x T I RUCTURE EXISTING MODIFICATIONS WHICH MAY VARY WALL WA FROM THE INTENT OF THE ORIGINAL 2 L--- - - ---- STRUCTURE ROOF CONSTRUCTION DOCUMENTS.ANY FIELD ALTERNATIONS MADE PRIOR TO S1.0 BEING APPROVED BY LOU PONTIGO a GARAGE PORTAL FRAME, ASSOCIATES MAY RESULT IN HU210-2 S3.2 ADDITONAL ENGINEERING OR SEE DETAIL 8-/S3.1. HANGER 2PECTION FEES. HUC210-2 HANGER, X, CONTRACTOR TO VERIFY C) SOLID FRAMING BEHIND C,I HANGEN, Al 24x24xl2 DEEP CONIC. STRAP BEAM LU FOOTING w/ 3-#5 E.W. W/ (2)MSTA24 w/ CONC. PEDESTAL, PER DETAIL 4/S1.0 El 4x4 SYP#2 P.T. A8 u 4-4 POST LU w/5/8" THREADED ROD EPO ry 2x6 OVERFRAME 6" MIN. R TERS @ 24" O.C. R C I w/ OVERFRAME LEDGER �SEE 5/S3.2. STRAP TO Lf) ol BEAM W/ H 2.5 T ry sub HUC210-2 HANGER. 0 CONTRACTOR TO VERIFY HANGER. SOLID FRAMING BEHIND U ry U. LL /X 0 FOUNDATION PLAN FIRST FLOOR WALL FRAMING PLAN SECOND LEVEL TRUSS PL CEMENT PLAN SCALE: 1/4" V-10" SCALE: 1/4" V-0" SCALE: 1/4"=V-0" NOTES: FRAMING NOTES: NOTE: W 1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED 1. �FOR TYPICAL WALL FRAMING, SEE DETAIL 2/S3.0 1. FASTEN ROOF TRUSS TO TOP PLATE""�' 2- 2d TOENAILS AND UPLIFT CONNECTOR. TO THE FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ECT., SEE ARCH. "2. ALL BUILT-UP POST, HEADERS� & BEAMS SHALL BE FASTENED PER 2/S3.1. 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 CCORDANCE WITH ASTM D 1557. 95% MODIFIED PROCTOR IN A TYPICAL WALL FRAMING Cn 1#5 CONT. Ld 0 FOUNDATION CONSTRUCTION SPECS. L-I A,-- AND ANCHORAGE PER CK DRIVEWAY SLAB AND FIRST SYMBOLS LEGEND 1#4 CONTINUOUS, PROVIDE BY BUI I LDER SLAB ON CORNER BARS 3' EA. SIDE' 4. FLOOR DESIGNATES FOOTING LINE GRADE- 4x4 P.T. POST, OF RECESS. (TYPICAL) -- SEE PLAN DESIGNATES SAWCUT LINE 6" CD - SEE . PLAN PLANS 9 '/,"x6" EPDXY ANCHOR MAX 51/2 4' SLAB ON A 8 DETAILS INTERIOR LOAD BEARING WALL 2�' GRADE, '12x12 THICKENED 8"x8" CONCRETE PEDESTAL SEE PLAN. w/ 2-#4 VERTICAL DOWELS DESIGNATES SLAP RECESS 4 F4 . :,,EDGE DO NOT SCALE DIMEN51ON5 FROM X 00 �2 THICKENED SLAB ABU44 AIDED (3)2X12 P.T. SYP#2 THESE DRAWINGS.IF A DIMEN51ON 15 < y W V THRE UNCLEAR REFER TO THE :2 PAVERS, ROO EPO IED w/ 6" EMBED STIRNGER ARCHITECTURAL DRAWINGS OR BEAM OR TRUSS, SEE PLAN SCALE: 3/4" V-0" 0 CIII SEE ARCH. �-o DESIGNATES SHEARWALL. THE HIDDEN BRICK VENEER, ---------- Sw LINE DESIGNATES SIDE OF WALL THE ARCH ALT. FOOTING AT 16" WIDE x 6" DEEP PLAN NAME SHEARWALL SHEATHING TO BE APPLIED. SEE AR NAILIVG: 8d 0 3/6 DESIGNATES 8d COMMONS @ BUILDERS DISCRETIDN. 3/4" DEEP SAWCUT w/ EMBED DOWEL BARS PAD FOOTIN(�7 NEWCARGARAGE 8d@3 6" Yox EDGE & 6"ox "IN THE ELASTOMERIC SEALAN�T\ CE7 FIELD" SLAB :ON GRADE, 9" W/ 6" 90* HOOK w/2-#4 NTERED DE EE PLAN TO 'SUPPORT BOTTOM CS AOB LAP /S . . . OF STAIR I DATE DESIGNATES THE HEADER SIZE AND 4 NUMBER OF PLY'S DESINATES NUMBER, 4 (2)2x8-1/2 4. GRADE CIO 44 12.5.2014 HEADER SIZE & JACK/KING STUDS 4 CONTROL NO, 16" w/(2)#5 CONT. __j 1038 ''M NOTES: - -rFr7E I Mila T %" A307 DIAMETER 1-STORY HEIGHT .44 5/S3.0 THREADED ROD, SEE DETAIL 6%8" EXTENSION FOR BRICK 1) PROVIDE SAWCUTS TO CREATE TRTSS ID. (95 6)) 1 LEDGE ADD 1-#5 CONT. APPROXIMATE 12' X 12' MAX. SQ. FOOTING SEE PLAN SIMPSON A3 FRAMING CLIP AT BASE. 42278 2) SAWCUT CONG. SLAB WITHIN 4 TO LPA No. A307 DIAMETER FULL HEIGHT ATTACH TO CONCRETE w/4--3/16"XII/2" BRICK LEDGE DETAIL WD, SEE DETAIL 5/S3.0 12 "HOURS OF CONIC. PLACEMENT. THREADED TAPCON ANCHORS. FCCI-1 4-00747 SHEET SAWCUT DETAIL r3 CILITHII EDG-E�,_ A307 DIAMETER FULL HEIGHT MON F00TK3,m ,, r4`��CCINC. PEDESTAL AND 4X THREADED ROD, SEE DETAIL 5/S3.0 POST STAIR SECTION S1.01 ZB W fTT i ,FIN .-. 0 SCAL E- -0" 3 4 ��-o SCALE: SLO 1Z.-O-Y111 �-o /4" V-0" �-o ROOF SHEATHING, SEE SPECIFICATIONS BELOW. 2x SPF BLOCKING aw RIPPED TO FIT — QUICK TIE 2x4 SYP#2 HORIZ. BRACING @ PRE—ENGINEERED WOOD WITH GAP SHOWN CABLE a_ 24" O.C. BETWEEN OUTER WALL — QUICK TIE FLOOR SOEATHING, < ROOF TRUSSES. FIRST INTERIOR TRUSS. NAIL SEE SPECI�ICATIONS 16d COMMONS CABLE BELOW Lou Pontigo and EACH END w/ 3-0.131x,3" NAILS @ 8"ox Associates, Inc. if FLOOR (TYP) TRUSS SHEATHING JOINT 420 Osceola Avenue SHEATHING JOINT RIBBON BOARD Ph.242-090'8 Fax.241-9557 TO TOP OF TRUSS AS SHOWN. < > -END SHEATHING VERT. 2x4 SYP#2 AT BLOCKING. N' GAP BETWEEN F L: CA# 8344 SC:CA#3579 EXI SHEATHING MAY PROVIDE 2x4 BLOCKING DIAGONAL Y2" GAP BETWEEN ��O N A 'wTH�LY-�?CmOmr� SHEATHING PANEL C�b TERMINATE AT AT HORIZONTAL JOINTS. FASTEN EA. SHEATHING PANELS F L 0 0 R U E N_�T UPLIFT TOP OF DBL. L END w/ TRUSS CONT. RIBBON BOARD. CONNECTOR, TOP PLATE. 3-10d COMMONS 2X4 BLOCKING FASTEN TO TRUSS 3E SEE PLAN FULL HEIGHT BETWEEN TRUSS P0AJ�"/"*`%, WITH 2-16d COMMONS ANCHOR HEEL V-07 VERTICALS. FASTEN 5" < HEEL < V-0" WALL FRAMING —/- "EN CEILING 4 WALL FRAMING w/3-10d TOENAILS LINE 3311 TYPICAL CONNECTION FLOOR TRUSS PERPENDICULAR N HEEL < 51 T F j, FLOOR TRUSS PARALLEL % riTEVISIONS' DATE TYPICAL ROOF TRUSS CONNECTION FLOOR TRUSS AT WALL FRAMING � SCALE: N.T.S �.2 SCALE: 3/4" 1'-0" PORCH 01.06.15 .2 ADDED TOP PLATE TO STUD ROOF FRAMING UPLIFT CONNECTOR H2.5A @ 32" ON—CENTER SECOND STORY TOP PLATE ELEV. A Lij L&I — a — — 9 FIELD ALTERATION T LL ONTACT LOU PONTIGO&ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL LU CONSTRUCTION DOCUMENTS.ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. H2.5T TOP & BOT. OF CRIPPLE STUD M3TA14 ST61P EAH @ 32 O.C. STUD TO LOWER FRAMING: !JIDE 01-- , HEAE)---R MSTA48 OR CS16 STRAP 8d COMMON NAILS 2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, PORCH HEADER, DBL. TOP PLATE AT 3" O.C.(TYP) @ 48" ON—CENTER SEE PLAN. FASTEN TO ROOF FRAMING BELOW w/ 4—�116"x4" LAG SCREWS NAILS &N G STUD TO LOWER AT EACH RAFTER. FRA'MING 2 MSTA48 OR ROOF SHEATHING . CS16 TRAP, OVERFRAME RAFTERS, SEE PLAN. Uj 2ND FLOOR ELEV. SIMPSON H3 w/ 10-8d COMMON NAILS FROM RAFTER TO LEDGER LU 8—�GUN NAILSL--_� AND LEDGER TO ROOF MEMBER. k r1V i zlk 7 t X 1 ST FLOOR TOP PLATE ELEV. l"'I", ' MIN. (2)2x4 WOOD BELOW (1 AD J. TO PORCH E ISTING HEADER. ROOF MEMBER Q� THREADED ROD_/ SEE PLAN FOR SIZE AND SPACING CONVENTIONAL WALL 0 UPLIFT STRAPPING TO WALL a�, HEADER BELOW TYPICAL PORCH BEAM FRAMING/CONNECTION DECK LE UUL R, AT OVERFRAME RAFTERS �S,3.2� SCALE: 3/4" 1'-0" �S,3.2� SCALE: 3/4" 1'-0" 1,,..�.2 SCALE: 3/4"_ 1'—d" :E WOOD FRAMING DETAILS DIMEN51ONS FROM Do NOT SCALE r THESE DRAWINGS.IF A DIMENSION 15 UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. 'IAN NAME r NEW CAR GARAGE DESIGN/DRAWN/CHECKED CS / AOB/LAP DATE 12.5.2014 CONTROL NO. 1038 TRUSSID. 42278 LPA NO. FGCI-14-00747 SHEET S32 SHEET 6 OF % o IM Ml mm VNd I V 0I.M­ e F _1\1 Ilk, �i q L!'. 101 61mmmmmi. , N;N­ o IMM, ,u ksm 4" 21' 21' -4" 2'-8" 4'-5 1/2" 7- 4" 6' - 10 1/2" ol do 2'-9 1/2" 4' -4" ll.- 2' 6 1/2" of- 2' 4 1/2" 2' 1 v v 3- 6 1/2" T - 91/2.1 1 d, 3 loll OPEN RAIL-A 4"SPHERE SHALL NOT PASS THRU r 4x4 POSTS UP DN 15 RISERS @ 7.32" OFFSETS] K POOL EQUIPMENT A 14 TREADS @ 10" TO CENTER HB ON MIRROR .......... ........... .... .......... ............... ........ r .......... .......... ............... ..... ........ ---- - ------ R/S 7_7 --- ----------- . ........... _j I .j 2w WORKBENCH W < ----------- GUEST BATH ULU ----------- u) r— TILE : LL F-—————————————- 8' C L 0 U) T�LE 00 F---------------- 64"x6lo"ll Lli ........ .....- ------------ :11� C)................. (.0 RE 11 C 8' CLG. - -- 1 7 Lu -ST SUI E ---------- -- _r_1 1 15 4 S 205 GJE U) ofo C)NDITICN�DEPA E I I 15041S L 0 c� G NRASE 1 1 l4p8l L j (N U q(,CNOI-Fl( NE D S ACE 498 S ToJA� 1002S 6ARAGE V_36"x36" PRE-. ,PRE-PLUMB FOR 0 co _j 20'8"x22'8" FAB SHOWER FUTURE WET BAR < LINE OF N V c� < a. Z ROOFABOVE c\j 0 00 co U) Lu of z Lu 0 (L co 0- � F 0 - C14 _j 777=77= Q 3 GUESTBEDROOM Lo 0 20'8"X1610" to r---- -------- 8' CLG. 00 CARPET Lo EXISTING RESIDENCE Lu (j cl c _j 0 C( _j (D L-------------- L--------------J a ............ 91 -0.1 9. -011 3' -4" ? 4" w c/) CY) 0 LI) LINE OF­INEW� :,ROOF ABOVE' > w 2 SECOND FLOOR PLAN BRIAN J. COTE A01 1/411 = 11-011 4X4 POST . .................. ............................................. ................. ......................... ........ x.- Nw 4- -71/ 5' 2" x I if 1 00 �or .:J q-1 DOOR SCHEDULE _xz J 1:4%.. 4— DOOR NO. TYPE FINISH COMMENTS C) -0"x 6'-8" PANEL 101 3' EXTERIOR l< 102 18'-0"x 7'-0" EXTERIOR-OVERHEAD 201 3'-0"x 6-8" EXTERIOR- PANEL 4' -8" -PANEL 202 2' x 6' INTERIOR 203 Z-8"x 6-8" INTERIOR- PANEL 204 64'x 6-8" INTERIOR- PANEL- BI-FOLD 205 2'-4"x 6-8" INTERIOR- PANEL n., ........... ...... .... ........................ ....... .. WINDOW SCHEDULE 'EXISTING I RESIDENCE HEAD SILL WINDOW SIZE HEIGHT HEIGHT COUNT COMMENTS A 36"x 60" 7'-0" 2'-0" 2 SINGLE HUNG B 32"x 60" 7'-0" 2--0" 2 SINGLE HUNG C 24"x 48" 6'-8" 2'-8" 1 2 1 SINGLE HUNG cl 0 Lai 1 ] FIRST FLOOR PLAN -011 1/4" co _j L4w w q U) Lo C) C\l REW 4S I I -j\ I � I I I z j I� . ) I . � � � �,Z� ,I li �`� " � �,, . "I tk,1� , G ,01`11 2"NO\.... ........1, , ,,,, � " , .I 11111A: "I'll -� , ���, �,.��, -, , I , g\\� I \�\�;,,xv, . �;, , "'I, " , . , � I,,,-.�­�X,�li 0% , �� ,. "' , , I - I �\\�.��,:�I�N � ,��, - i � . i " .� I� � 11 t,04M' '\' � � "i.`Q��,-%C 110-Nill ` I---- , . 11 , I �,� , . 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' -4 3 1/2" LL ry ., , , — Z , -- -,SLOPE: 1/8" PER FOOT 04 cl) I �,JOVVARDS DOOR 1./ 0 bo 04 ry 4� 'A 4 �;4 W cl) j - __' - - ' A ' - . - I I '1� � , 141 14-, Lli -BUILT-UP ROOF TO 4 LL 3 4' Z" % 4 14 MATCH EXISTING 0 0 A w _�l 4 (J) '4, 4 :> 0 L 4 - - -I- : . , , , -4, ROOF N� 4 — — — — — — — — — — — — - 4 4 i BRIAN J. COTE 1/47, 4. 1'4 -L4 ------- BUILT-UP RO 4 OF TO' 4 Lo MATCH EXISTING' 4 Lo w 0 N� '5" BRICK LEDGE w, 0 l' -6 1/2"' -A'-6 1/2"" LL 0 b 0 - 4, z cn LL x - ow F. W 0 d.. z p 2 FO UND TION PLAN 1/411 -011 C) L - - - - - - - - - - - - - -- - - - - - - - F- - - - - - - - - - - - - - - - - - - - __ 0 ILL ui L<) w co C) F— z L _j < F-� z w 75 Wr n 0') LL 04 LL Lr) C) (Y) =mom_ DESIGN SPECIFICATIONS GENERAL NOTES Et CONSTRUCTION SPECIFICATIONS DESIGN CODE: COMPONENTS & CLADDING GARAGE DOOR 2010 FLORIDA BUILDING CODE RESIDENTIAL FLOOR SHEATHING SPECIFICATIONS DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS, ULTIMATE DESIGN PRESSURES PRESSURES _(PSF) 23/32" T&G OSB OR PLYWOOD SHEATHING, GLUE AND NAIL WITH 10d COMMON @ 6" O.C. EDGE & FIELD TRIBUTARY INTERIOR EDGE STRIP (PSF): 1 CAR UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. AREA (sf) GARAGE 416.3 ROOF SHEATHING SPECIFICATIONS: DESIGN LOADS: ACTUAL AND UNIFORM ZONE (PSF) a 4 -6 DOOR (8'x7') - 20.6 SHINGLE- MIN. 7/jr, ", 24/16p APA RATED OSB OR 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. 10 +25.6 -27.7 ROOF FLOOR - +25.6 -34.2 WITHIN 4'-O'p OF ROOF EDGE). Lou Pontigo and ROOF LOADING (cd=1.25) (cd=1.00) 50 +22.9 -25.0 2 CAR Associates, Inc. TOP CHORD LIVE LOAD 20 psf 40 psf +22.9 -28.8 GARAGE +15.5 WALL SHEATHING SPECIFICATIONS: DOOR - 19.0 FLEXIBLE FINISH-MIN. 7/16 ", 24/16, APA RATED OSB OR PLYWOOD SHEATHING, FASTENED w/ 8d @ 6" O.C. EDGE AND 6" O.C. FIELD. SHEATHVG MAY BE Jax. Beach, Florida 32250 TOP CHORD DEAD LOAD i 420 Osceola Avenue 7 psf (ARCH SHINGLES) 10 psf 100 +21.8 -23.9 +21.8 -26.6 (1 6'x7)) INSTALLED HORIZONTALLY OR VERTICALLY. FLEXIBLE FINISH WALLS INCLUDE: WOOD, CEMENT, OR VINYL SIDING, HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE CONSIDERED BRITTLE FINISH. Ph. 242-0908 Fax.241-9557 TOP CHORD DEAD LOAD 20 psf (TILE SHINGLES) 10 Psf BOTTOM CHORD LIVE LOAD 10 psf 0 psf FL: CA# 8344 SO CA#3579 N�TA C T U 5�Wl T H Y OUR COMMENTS STUCCO FINISH -MIN. 7/16 24/16, APA RATED OSB OR PLYWOOD SHEATHING, FASTENED w/ 8d @ 6" O.C. EDGE AND 6" O.C. FIELD. INSTALPSHEATHING WITH THE LONG DIMENSION PERPENDICULAR TO THE WALL COMMENTS @ LP-A,COM�/ BOTTOM CHORD DEAD LOAD 5 psf 5 psf THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD . THE STUDS DEFLECTION CRITERIA: ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUTNTION ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 SHALL BE PERMITTED MASONRY SPECIFICATIONS: 'A P INI OUT SHALL BE IN ACCORDANCE WITH ASTM C476 WITH A MINIMUM OF 28 FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 MASONRY HAS BEEN DESIGNED 'IN ACCORDANCE WITH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH AC1530.1-05. GR POSI TRY, TYPE M OR S. TYPE N MORTAR MAY BE USED IN BRICK' VENEER. CONTRACTOR SHALL BE /8 PLACED AT AN� 8" TO 11" SLUMP. MORTAR SHALL CONFORM TO ASTM C270 AND COMPO�ENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH DAY COMPRESSIVE STRENGTH OF 2000 psi PER ASTM C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF 3 ,E. AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. WIND LOADING: RESPONSIBLE FOR THE DESIGN AND INSTALLATION� OF ALL FLASHING. No. 5 311 _1,5: ASCE 7/10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A LINEAR INTERPOLATION IS PERMISSIBLE. CONCRETE MASONRY UNITS (CMU): MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF STATE F 8 A- 00 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 BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS PLUS PRESSURE AND MINUS SUCTION. CELLS CONTAINING VERTICAL REINFORCEMENT IN 5'-0" MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530.1-02 IN THE BOTTOM OF COURSE QrA MASONRY WHEN THE WALL HEIGHTEXCEEDS 5-0". R OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, ATTIC FLOOR A__ LIVE LOADS COMBINED WITH ROOF LIVE LOADS SHALL BE MULTIPLIED DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS T-IE MASONRY STEMWALLS: ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, E GRADE N-1 HOLLOW CONCRETE MASONRY,-,UNITS WITH TYPE PS' MORTAR. WALL COURSING SHALL BE RUNNING BONDS, BY 0.75 WHEN COMBINED W/ DEAD LOAD. RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL dEET STACK BOND SHALL NOT BE USED. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT.- SP��LICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR VISIONS DATE ,I BASIC WIND SPEED (ASCE 7-10) -------------- 130 MPH THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. 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 REINFORCING AT IMPORTANCE FACTOR ---------------------- 1.00 INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. IAT STEMWALL CONSTRUCTED OF 5 OR MORE COURSES, PROVIDE bN 1/Sl.O. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL MEAN ROOF HEIGHT ----------------------- 25.0 FT a HORIZONTAL JOINT REINFORCEMENT AT 16" O.C. VERTICALLY, (EVERY OTHER COURSE), AND VERTICAL REINF. SHALL BE INCREASED AS NOTED ROOF PITCH ---------------------------- VARIES )e a;1k a BE A MINIMUM OF 6". F_ 424- BUILDING CATEGORY ----------------------- a CLAY MASONRY (BRICK): EXPOSURE CATEGORY ---------------------- C BRICK SHALL BE IN ACCORDANCE WITH ASTM C'62, 'C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. ENCLOSURE CLASSIFICATION -----------------ENCLOSED a CONCRETE SPECIFICATIONS: I DENOTES EDGE STRIP. INTERNAL PRESSURE COEFFICIENT -------------- ± .18 SEE C & C CHART ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318-08, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 301. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI FIELD ALTERATION AT 28 DAYS CONTRACTOR SHALL CONTACT LOU F ABOVE FOR 'a' DIMENSION PONTIGO&ASSOCIATES PRIOR TO CONCRETE AT GARAGE AND PORCH SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. MAIKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY GENERAL NOTES: FROM THE INTENT OF THE ORIGINAL MATERIAL SPECIFICATIONS _J CONSTRUCTION DOCUMENTS.ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO a a 7r a 2r FOOTING AND FOUNDATIONS: ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR HARDWARE AND ANCHORS: FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES. FOOTING HAVE BEEN DESIGNED WITH A SOIL BEARING (DESIGN MAXIMUM) OF 2000 PSF. A SOILS INVESTIGATION REPORTIS ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH RECOMMENDED TO VERIFY SUITABLE SUBSURFACE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. SOIL SHALL BE FREE OF ASTM A 307 OR ASTM F 1554 GRADE 36. [NOT ACTUAL PLAN] a _C1 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. WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOTSCALE FOOTING DIMENSIONS AND METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO LOCATION FROM THE FOUNDATION PLAN SHOWN ON S1.O. DO NOT DETERMINE FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL PLAN OR FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDATION EXTERIOR SHALL BE GALVANIZED. PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR SCOPE OF SERVICE DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE 1/4" UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3" IN FOOTINGS AND MES SHALL BE' CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS FOOTINGS PROVIDE #3 LARGER THAN REBAR SIX AND 1/8" LARGER THAN THREADED ROD SIZE. MEANS AND METHODS: @ 48" O.C. OR ROD CHAIRS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS -B�Y.�IASTALLII\16 CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS (U.0.N.) THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPON$IBLE ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS FOR..'CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR �MN -;SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY (DUAL CARTRIDGE INSTALLATION ONLY): CONCRETE SLABS ON GRADE: EPDXY: ITW RED HEAD A7 OTHER., PEfRSONS PERFORMING THE WORK OR FOR THE FAILURE FOR AN" SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER C z _4"_IS I OF CU LEAN, COMPACTED' EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. THEM '-TO CON PREVENTION OF SUBTERRANEAN TERMITES. SAW LU T4��RK IN ACCORDANCE WITH THE CONTRACT TS: FOR CONTROLLED CRACKING CUT A 1" SAWCUT INTO SLAB IN A 20'x2O' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUT STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. DOCUMErm EOR FOR ALTERNATIVE- METHODS., WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. -" '�q�17 Uj LIMITS WOOD FRAMING SPECIFICATIONS: LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER OF�STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES: THE ALL WOOD FRAMING HAS BEEN DESIGNED IN ACCORDANCE WITH NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, LATEST ,_DITION. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT U SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES I TE ECI Fl C ALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE E - ELASTIC LI M I JV,0';A TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, WITH MASONRY, CONCRETE OR SOIL SHALL BE PRESSU RE-TREATED. IF, ACQ OR NON-DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL �ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA MODULUS (E)1,900ksi, BENDING STRESS- ""*(Fb) �600 Amm "p MD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALL BE STAINLESS STEEL. HEADERS PIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED NEERED WOOD TRUSS PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NCT PRE-ENGI ES: SPECIFICALLY ADDRESSED, TRUSS-TO-TRUSS CONNECTION, AND ANY SHALL BEAR THE SEAL OF AN ENGINEER IN THE STATE WHERE PROJECT IS BEING BUILT AND SHALL COMPLY WITH NFPA, TP'l,:�` AND ' A'I"TC 100. ONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS C ARCHITECTURAL, ME'CHANICAL OR ELECTRICAL SYSTEM. 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, INSTALLIN G & BRACIN.1 G METAL PLATE CONNECTED WOOD TRUSSES, HIB-91." AT MULTIPLE STRAP U z CONNECTIONS, SPREAD STRAPS TO AVOID NAILING CONFLICTS THROUGH TRUSS. WHEN USING (2) STRAPS ON SINGLE PLY TRUSSES, PLACE STRIAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER. ROOF COVERING SPECIFICATIONS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT SHINGLES SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S 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 HALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. LL UL WATERPROOFING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/IN STALLATI ON OF ALL WATER PROOFING. 0 SIMPSON CONNECTORS WOOD FASTENING SCHEDULE PLAN LEGEND AND ABBREVIATIONS UPLIFT MEMBERS CONNECTION FASTENER INTERIOR LOAD BEARING WALL CONNECTOR SYP SPF FASTENERS FL# d`O D E TYPE TOP PLATE TO TOP PLATE FACE NAIL 2-GUN NAILS @ 12" STAG. DESIGNATES SHEARWALL. THE A35 450 450 12-8dxl'/2 10446.f HIDDEN LINE DESIGNATES SIDE OF H2.5T 600 520 5-8d EA. END TOP PLATE, LAPS/INTERSECTION FACE NAIL (2-16d) 3-GUN NAILS SW WALL THE SHEARWALL SHEATHING 11478.3 TO BE APPLIED. 8d @ 3/6 NAILING. H8 620 530 5-1 Odx1 1/2" EA. END 11470.3 - DBL. TOP PLATE TO STUD FACE NAIL (2-11d) 3-GUN NAILS 8d@3"/6 DESIGNATES 8d COMMONS @ 3" DESIGN O.C. EDGE & 6" O.C. "IN THE 4 RIM JOIST TO TOP PLATE TOE NAIL (8d @ 6") GUN NAIL @ 6" d) 3-GU N NAILS d) 3-GU N NAILS Ff�! MTS12 1000 860 7-1 Odxl '/2" EA. END 10456.3 6 G U N NAIL @ 6- FIELD" _GU ILS CRITERIA HTS20 1450 1245 24-10dxll/2" EA. END 13872."' CEILING JOIST TO TOP PLATE TOE NAIL (3-8(f) 5-GUN NAILS HEADER SIZE, JACK AND KING STUD CEILING JOIST, OVER PARTITIONS _CU ILS QUANTITY. AND MSTA24 1765 1270 9-10d EA. END 13872.4,' FACE NAIL (3-lEd) 4-GUN aNAILS STRUCTURAL DRAWING INDEX V CEILING JOIST TO ROOF RAFTER FACE NAIL (6-1 E d) 8-GUN NAILS 11 MSTA36 2050 1870 13-10d EA. END 13872.�, GENERAL ADJ - ADJACENT LG - Long SO-O DESIGN CRITERIA AND GENERAL NOTES JOIST/TRUSS TO PLATE TOE NAIL FOUNDATION, FLOOR WALL FRAMING & SECOND LEVEL TRUSS PLAN 18-16d TO TRUSS/BEAM (2-16d) 3-GUN NAILS BM BEAM MANUF Manufacture NOTES HTT4 3480 3080 11496.2, S1-O 1-5/8"0 ROD TO FTG. RAFTER TO PLATE TOE NAIL (3-8c) 3-GUN NAILS BOT BOTTOM MONO Monolithic 1,� S2.0 SECOND FLOOR WALL FRAMING ROOF TRUSS PLACEMENT-PLAN BRG BEARING OC On Center DO NOT SCALE DIMENSIONS FROM 32-16d TO TRUSS/BEAM JACK RAFTER TO HIP TOE NAIL (3-10d) 4-GUN NAILS CMU CONCRETE MASONRY UNIT OSB Oriented Strand Board THESE DRAWINGS.IF A DIMENSION 15 5250 4670 S3.0 WOOD FRAMING DETAILS UNCLEAR PEFER TO THE HTT5 1-5/,"0 ROD TO FTG. 11496.2,.' ROOF RAFTER TO 2x DBL DOUBLE PERP - Perpendicular ARCHITECTURAL DRAWINGS OR RIDGE BM. TOE NAIL (2-16d) 3-GUN NAILS S3.1 WOOD FRAMING DETAILS DIA DIAMETER PRE ENG - Pre Engineered EA EACH PSF - Pounds per Square Foot S3.2 WOOD FRAMING DETAILS CONT. HE 6-10d TO HEADER CONT. HEADER, TWO PIECES FACE NAIL 16d@ 16" O.C. @ EDGE PLAN NAME LUS28 930 780 10655.�l 3 4-10d TO JOIST -16 EE - EACH END PSI Pounds per Square Inch NEWCAR GARAGE I ADER TO STUD TOE NAIL (3 d) 4-GUN NAILS EOR ENGINEER OF RECORD PT PRESSURE TREATED DESIGN/DRAWN/CHECKED HU410 905 785 14-16d TO HEADER STUD TO SOLE PLATE TOE NAIL (3-16d) 4-GUN - EQ - EQUAL QT Quick Tie CS / AOB/LAP 10531.36 NAILS 6-16d TO JOIST 4 EXT - EXTERIOR REINF - Reinforce DATE 5; SOLE PLATE TO JOIST/BLOCKING FACE NAIL FBC - FLORIDA BUILDING CODE 4 . (16d @ 1 6") GUN NAIL @ 8" SF - Square Foot ABU44 2200 5/8"0 ROD w/ 12-16d 10849.6 12.5.2014 FDN - FOUNDATION SPF -Spruce Pine Fur FT - FOOT CONTROL NO. ABU66 2300 5/8"0 ROD w/ 12-16d 10849.�6 SYP - Southern Yellow Pine 1038 NAIL SPECIFICATIONS FTG FOOTING THRU Through SET N/A N/A SIMPSON EPDXY-TIE 11506.j 3 xO.131"O = GUN NAILS 2"xO.1 13"o RINK SHANK HDR HEADER TYP - Typical TRUSS ID. 2 xO.1,13"O = 6d 21/2"0.131"v 8d HORIZ - HORIZONTAL ILION - Unless Otherwise Noted 42278 "A' NEW CA DE S1 GN/D R� CS / ) 5 3:1.36 F 10-16d TO STUD/BEAM/POST LPA NO. LTT20B 1675 1675 11496.3 3"xO.148"O 10d 31/2"xO.162"� 16d LBS POUNDS VERT Vertical 1-1/2"0 ROD TO FTG. WWF Welded Wire Fabric FCCI-1 4-00747 LSTA12 05 69 10-10d 13872.5 11/2%0.148"0 10dx11/2 " 11/2 X0.131"O 8dX 2 SHEET CS1 6 1705 1705 13-8d 10852.1 SO. 0 Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA# 8344 SC: CA#3579 CONTACT US WITH YOUR COMMENTS COMMENTS @ LP-A.COM J 24x24xl2 DEEP CONIC. FOOTING w/ 3—#5 E.W. w/ CONIC. PEDESTAL, 4x4 SYP#2 P.T. N PER DETAIL 4/S1.0 WOOD POST w/ABU44 BEAM (2)2x8 SYP#2 P.T. (2 PLACES) TAI R w/%" ROD EPDXIE BOVE WOOD FASTEN TO BEAM w/ No.533 BY BUILDER. F\ TAI R 6" MIN, (2) TOTAL MSTA24 STRAP EA. END WOOD ZBY BUILDER. 2x8 P.T JOISTS TAIR STATE- O� 4LB ZA FASTEN EA. EN' D*--\, -0 1 4 N!A j N 3: 1 1 1 S w N w/ HU28 2 8Id V S33) N REVISIONS DATE —5t 5-- t L-11I 5 0 n 77 2x8 P.T LEDGER NSTALLED OVER L! E ATHING, FASTE�_� " MEOW Od & 3—Y4"Ox5" PROVIDE SAW CUTS PER @ 16" O.0 MAX. 3/S1.0, B ILDER To ALL EXTERIOR WALLS COORDINATE WTH FINISH AT THIS LEVEL ARE: FIELD ALTERATION FLOOR M4, TERIAL. CONSTRUCTED OF 2x4 CONTRACTOR SHALL CONTACT LOU PONT GO&AS50CIATES PRIOR TO SPF#2 @ 16"o.c; MAKING ANY STRUCTURAL FIELD zr WALL FRAMING (U.O.N.), THIS 2< MODIFICATIONS WHICH MAY VARY _-5 �p, FROM THE INTENT OF THE ORIGINAL R WALL FRAMING CONSTRUCTION DOCUMENTS.ANY K) FIELD ALTERNATIONS MADE PRIOR TO Z'@ COMPLIES WITH DEFLECTION ED BY LOU PONTIGO a S1.0 z 00 CRITERIA. Nm ASSOCIATES MAY RESULT IN _5 ADDITIONAL ENGINEERING OR Oc F5 ^2 z > C11 S3.2 —7 �:: Oo V) 2 4" CONCRETE SLAB w/ \�S3.2)/ \_FIBERMESH @ 1.5 LBS/CU.YD. I OF CONCRETEIAND 6x6 W1.4xW1.4 WWF ON 10 M L VAPOR BARRIER IN PREPARED �GRADE. LLJ 5 15 .............7- 1 00 X Nm -——--—————————————————————————— -———-- LU C(3)1.75x11.88 1.9E LVL-2/2� IF 5 5 GARAGE HEALEL,,�,L�, 5 5 F6 EXISTING EXISTING EXISTI �G 2x6 k_ W L STRUCTURE /dSTRUCTURE WAL WAL 2 L--- ---------- 6. j r /dSTRUCTURE U 1 S1.0 S 2 _VGARAGE PORTAL FRAME, S3.2 SEE DETAIL 8/S3.1. ry Q� FOUNDATION PLAN FIRST FLOOR WALL FRAMING PLAN SECOND LEVEL TRUSS PL ' 'ALE: 1/4" = V-0" ACEMENT PLAN SCALE: 1/4" = V-0" SC SCALE: 1/4"=V-0" U. NOTES: FRAMING NOTES: NOTE: 1. THIS- FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE FOUNDATION. 1. FOR TYPICAL WALL FRAMING, SEE DETAIL 2/S3.0 FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, $1TEP HEIGHTS, ECT., 1. FASTEN ROOF TRUSS TO TOP PLATE w/ 2-12d TOENAILS AND UPLIFT CONNECTOR. SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR REFERENCE ONLY. 2. ALL BUILT—UP POST, HEADERS & BEAMS SHALL BE FASTENED PER 2/S3.1. U. 2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES: LL 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. 4 4 1#5 CONT. TYPICAL WALL FRAMING AND ANCHORAGE PER DRIVEWAY SLAB C) FOUNDATION 1`0 ., : . CONSTRUCTION SPECS. BY BUILDER SLAB ON AND FIRST -- GRADE— MBOLS LEGEND 1#4 CONTINUOUS, PROVIDE 4 . f.. . - .. I SY CORNER BARS 3' EA. SIDE 0 111 :�)LL FLAN FLOOR DESIGNATES FOOTING LINE 4x4 P.T. POST, OF RECESS. (TYPICAL) 4* DESIGNATES SAWCUT LINE 6;1 SEE PLAN PLANS A MAX 5 /, 0 '/,"x6" EPDXY ANCHOR SLAB ON 12x12 THICKENED a DETAILS INTERIOR LOAD BEARING WALL i A /.04 GRADE, 8%8" CONCRETE PEDESTAL z EDGE t�LL PLAN. w/ 2—#4 VERTICAL DOWELS DO NOT SCALE DIMENSIONS FROM X 00 5/_ THESE DRAWINGS.IF A DIMENSION 15 . z __-� THICKENED SLAB UNCLEAR REFER TO THE 74%7 DESIGNATES SLAP RECESS A 4 .1*4 — ABU44,�' w/ %" T READIED (3)2xl2 P.T. SYP#2 2 < PAVERS, ROD EPDXIED w 6" EMBED STIRNGER ARCHITECTURAL DRAWINGS OR BEAM OR TRUSS, SEE PLAN SCALE: 3/4" V-0" 0 ^0 2� �1-0 SEE ARCH. DESIGNATES SHEARWALL. THE HIDDEN BRICK VENEER, 16" WIDE x 6" DEEP PIAN NAME ---------- LINE DESIGNATES SIDE OF WALL THE '44 ALT. FOOTING AT PAD FOOTING C C,4 A r NEW CAR GARAGE SW SHEARWALL SHEATHING TO BE APPLIED. SEE ARCH.\,— 3/4" DEEP SAWCUT w/ NAILING: 8d @ 3/6 DESIGNATES 8d COMMONS @ BUILDERS DISCRETION. EMBED DOWEL BARS N/CHECKED W/2—#4 CENTERED DESIGN/DRAW 8d@3-/6 Yox EDGE & 6"o.c "IN THE ELASTOMERIC SEALAN EE PLAN TO SUPPORT BOTTOM CS / AOB/LAP SLAB ON GRADE, 9" w/ 6" 90* HOOK OF STAIR DATE DESIGNATES THE HEADER SIZE AND /S . . . . . . 4 GRADE 12.5.2014 (2)M-1/2 NUMBER OF PLYS DESINATES NUMBER, 00 CONTROL NO. HEADER SIZE & JACK/KING STUDS 16"' 1w /(2)#5 CONT. NOTES: 1038 14 A307 DIAMETER 1—STORY HEIGHT TRUSS ID. 1 PROVIDE SAWCUTS TO CREATE THREADED ROD, SEE DETAIL 5/S3.0 6"x8" EXTENSION FOR BRICK 05 LEDGE ADD 1-711#5 CONT. APPROXIMATE 12' X 12' MAX. SQ. FOOTING SEE PLAN SIMPSON A35 FRAMING CLIP AT BASE. 42278 2) SAWCUT CONC. SLAB WITHIN 4 TO LPA NO. ATTACH TO CONCRETE w/4-3/16"W/2" A307 DIAMETER FULL HEIGHT 1 1 12 HOURS OF CONIC. PLACEMENT. TAPCON ANCHORS. 4-00747 THREADED ROD, SEE DETAIL 5/S3.0 BRICK LEDGE DETAIL FGCI-1 SHEET A307 DIAMETER FULL HEIGHT MONOLITHIC EDbE FOOTING SAWCUT DETAIL K4 CONIC. PEDESTAL AND 4x4 POST STAIR SECTION THREADED ROD, SEE DETAIL 5/S3.0 3 1)—off 3/ 05 �-o SCALE: /4 SCALE: _011 S1 '0 SHEET 2 OF 6 Lou Pontigo and Associates, Inc. ALL EXTERIOR WALLS L TRUSS STRAPPING NOTES: 420 Osceola Avenue AT THIS LEVEL ARE: 2x6 SPF#2 @ 16" O.C. Jax, Beach, Florida 32250 CONSTRUCTED OF 2x4 BALLOON FRAME WALL PER DETAIL 2/S .0 SIM. Ph.242-0908 Fax. 241-9557 SPF#2 @ 16"o.c WOOD ETW%9!2�� FL: CA# 8344 SC:CA#3579 WALL FRAMING (U.O.N.), THIS /-SIAIR 2x6 SPF#2 @ 16" O.C. �ONTACT US WITH OUR COMMENTS WALL FRAMING BY BUILDER. A[ I nnN FRAMF WAI ET'�Il- 9 Z!� \-,_C0MNILNf5 @ LP-A,COM COMPLIES WITH DEFLECTION L PER D SIM. CRITERIA. (0 CD (C No.53 :,31 V) 7) 7) Or. V) 0 11 p- I IYI I I y I 1 0 r -ri S-fATE 'k 00 212x6-1 2 )2x -------------- 'k S 2'-07 ALL TRUSS PLATES n Al ARE ALPINE PLATES APPROVAL # 1999-3 REVISIONS DATE A4 =mmmm::� BRACING NOTES AND SPECIFICA-nONS FIELD ALTERATION 1.)ALL BRACING LUMBER SHOWN, EXCEPT FOR T-BRACE 3RACE X r 0 CONTRACTOR SHALL CONTACT LOU SHALL BE 1 x4 SYP#3 OR BETTER OR 2x4 SPF#2 OR PONT GO&ASSOCIATES PPJOR TO I �,�.2 BETTER. (UON) MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORGINAL CONSTRUCTION DOCUMENTS.ANY 2.)BRACING LUMBER SHALL INTERSECT THE WEB OF THE FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO BRACED TRUSS, PER DELEGATED TRUSS ENGINEER. ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEEPJNG OR CS16 STRAPS @ BASE A4 �-O 3.)PERMANENT PERMANENT BRACING WHERE NOTED ON OF STUDS WHERE NOTED I A TRUSS MFR. SHOP DRAWINGS. THE CONTRACTOR SHALL R- 5 PROVIDE 1x4 SYP#3 OR BETTER BOTTOM CHORD BRACING PERPENDICULAR TO TRUSS BOTTOM CHORDS AND Al ATTACHED TO EACH TRUSS WITH 2-8d COMMON NAILS. S2.0 AT GABLE END WALLS PROVIDE DIAGONALS AT END WALLS PROVIDE DIAGONALS (APPROXIMATELY 45%) TO THE ADJACENT EXTERIOR PERPENDICULAR WALL BETWEEN EACH �(2)2x8-1/2� A-2 LINE OF BRACING TO FORM A ZIGZAG PATTERN ALL 5 4p ==:911 CONSTRUCTED OF THE SAME BRACING MATERIAL. THIS (0 (0 (0 V-O REQUIREMENT IS NOT NECESSARY AT HIP ROOFS. ALSO V) V) 0 0 ALONG EXTERIOR WALLS PARALLEL TO BOTTOM CHORD CONVENTIONAL STRAP WALL TO BRACING PROVIDE DIAGONALS IN THE END SPACE 2x6 SPF#2 @ 16" O.C. z BE EEN HE A L AND HE FIR NE OF B BALLOON FRAME WALL PER DETAIL 2/S2.0 TW T W L ST LI OTTOM HEADER BELOW PER DETAIL 3/S3. C Uj T M XIMUM 1 0 CHORD BRA ING A A AT SPAC NG F 20 FEET. 2x6 SPF#2 @ 16" O.C. BALLOON FRAME WALL PER DETAIL 2/S2 0 SIM. SECOND FLOOR WALL FRAMI LU Ln NG PLAN ROOF TRUSS PLACEMENT PLAN SCALE: 1/4" 1'-0" SCALE: 1/4"=1j_0pj FRAMING NOTES: NOTE: 1. FOR TYPICAL WALL FRAMING, SEE DETAIL 2/S3.0 1. FASTEN ROOF TRUSS TO TOP PLATE w/ 2-12d TOENAILS AND UPLIFT CONNECTOR. 2. ALL 13UILT—UP POST, HEADERS & BEAMS SHALL BE FASTENED PER 2/S3.1. LD LL LL LL 0 2x4 BLOCKING F4-0 SPLICE 2"x4',' X .131x3" TOE NAILS (2 EA. SIDE) -6" P.T. SY�,#2 H2.5T @ EA..?A 2x4 OUTLOOKER OUTLOOKER AT 24" O.C. NOTE (A) EXPOSED RAFTER TAIL TO EACH RQOF PLACE GABLEEND TRUSS TO THE INT.- FACE OF TRUSS @ 2�";`O.c LROOF SECOND STUD SPACING, SEE BALLOON FRAMED WALL El Ll SHEATHING FRAMING PLAN OR -rA AND FASTEN TRUSS TOP FLOOR SCHEDULE. AND BOTTOM CHORDS TO 5-12d TOE BALLOON FRAMED WALL UPLIFT 2x4 BLOCKING AT NAILS EACH STUDS w/ 2-O.131X3" WALL 8 CONNECTOR 48" O.C. BETWEEN TRUSS NAILS AT EA. STUD. ROOF GABLE AND FIRST INTERIOR TRUSS. X X FASTEN GABLE END FRAMING TRUSS w/ FULL HT. ROOF TRUSS NCHOR AND H2.5T PLANS EA. END DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS 2"X4" P.T. SYP No.2 UNCLEAR REFER TO THE -LL HITECTURAL DRAWINGS OR BLOCKING/CLOSURE FASTEN CONTACT THE E SYMBOLS LEGEND w/ 3-12d TOE NAILS. RIP PLAN NAME BEAM OR TRUSS, SEE PLAN DOWN TO REQUIRED DEPTH NEWCARGARAGE DESIGNATES SHEARWALL. THE HIDDEN DESIGN/DRAWN/CHECKED Sw LINE DESIGNATES SIDE OF WALL THE (2)2x4 SYP#2 C SHEARWALL SHEATHING TO BE APPLIED. S AOE3/LAP NAILING: 8d @ 3/6 DESIGNATES 8d COMMONS @ TOP PLATE DATE 8d0376 Yox EDGE & 6"o.c �IN THE SEE FIELD" 12.5.2014 ARCH SEE 1/S3.2 FOR CONTROL NO. DESIGNATES THE HEADER SIZE AND ROOF TRUSS CONN. 1038 (2�2x8-1/2 NUMBER OF PLY'S DESINATES NUMBER, TRUSS ID. HEADER SIZE & JACK/KING STUDS 42278 TYPICAL SECTION �-HEADERBEAM V A007 DIAMETER FULL HEIGHT LFA NO. —14-00747 FGCI BALLOON FRAMED GABLE END p 2 THREADED ROD, SEE DETAIL 5/S3.0 ZAFTER TAIL DETAILS SCALE: N.T.S .-I S2.0 SCALE: N.T.S SHEET A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 5/S3 0 [95 S2.0 \,',�SHEET 3 OF 6 TYPICAL WALL FRAMING NOTES: .......................... TYPICAL HEADER NAILING 1. USE SPF#2 OR BETTER FOR ALL WALL STUDS.. 0.1,31X,3" TOE NAILS ROOF SHEATHING, TYPICAL STUD NAILING: 2XIS, 2x8 = ,,(5) NAILS TYPI I CAL LAP SPLICE: TYPICAL TOP PLATE NAILING: 2. USE SYP#2 FOR ALL TOP SEE SPECIFICATIONS 2x1O, 2x12 ='�. (7) NAILS IBM 0.1,31 x,3 END NAILS: 9" LVL, 11" LVL,_ = (7) NAILS 12) 0.131 0 x,3 L _j PLATES AND SOLE PLATES. FASTEN ALLTOP PLATES (2) @ 2x4, 14" LVL, 16" LVL (9) NAILS Lou Pontigo and TOGETHER w/ (3) ROWS 3. USE SYP#2 FOR ALL TOP SEE 1/S3.2 (3) @ 2x6, Associates, Inc, OF .131 x3 @ 12" O.C. STAGGERED. HEADERS (4) @ 2x8. SYP#2 420 Osceola Avenue SYP#2 DBL. HEADER, 4'-0" MI Jax. Beach, Florida 32250 4. ALL WALLS SHALL BE 6"MAX. TOP PLATE PER PLAN FULL HEIGHT ANCHOR Ph. 242-0908 Fax.241-9557 EITHER SIDE OF PLATE BALLOON FRAMED FULL f 1 F L: CA# 8344 S C: CA#3579 HEIGHT TO ROOF OR FLOOR f HEIGHT CHANGE r CONTACT US WITH YOUR COMMENTS BEARING ELEVATION, U.O.N. ON BUILDER MAY CHOOSE EITHER THE DROPPED COMME -A COM PLAN. 2x-BLOCKING ONLY RAISED ARCHED TRANSOM OPTION: HEADER CONDITION OR RAISED HEADER CONDITION REQUIRED IF SHEARWALL HEADER 2x SPF DIAGONAL BLOCKING N 5.) FASTEN BOTTOM PLATE OF PERMANENT TRUSS �SYP#2 DBL. SIMPSON H2.5T OR FASTENED w/ 3-0.1,31"X,3" INTERIOR LOAD BEARING BRACING BY OTHER TOP PLATE DROPPED LSTA12 STRAP FOLDED EA. END TYPICAL. HEADER WALLS TO CONCRETE SLAB OVER TOP PLATE SHEATHING MAY EXTEND 2" w/16d MASONRY CUT NAILS @ WINDOW PAST BLOCKING 16" O.C. MINIMUM. SEE BLOCKING AT ALL ATTACHMENTS MUST STATE F ------ ------ ARCHED AnFR FOUNDATION PLAN ADDITIONAL SHEATHING JOINTS: SYP#2 HE ANCHOR INTO 2x MATERIAL. Ic TRANSOM 4 p R 1 00 ANCHORS AT SHEARWALLS 2x4 FLAT WISE. FASTEN FULL HEIGHT PER PLANS . ........... FASTEN LOWER STUD OPTION EACH END WITH 2-10d ANCHOR, SEE NA\- TO TALLER STUD w/ SEE RIGHT JACK 11111111111101 TOENAILS. ONLY REQUIRED 2-ROWS OF 10d COMS PLAN FOR SIZE KING AND SOLE PLATE ANCHOR SCHEDULE AT SHEATHING JOINTS FOR ND LOCATION STUDS, INTERIOR BEARING WALL:— EXTERIOR WALLS AND @ 12" O.C. WINDOW SILL SEE SEE PLAN THREADED EXT. WALL SHEARWALLS TYPICAL SOLE - SCHEDULE 3/S3.0 WASHER EMBEDMENT EDGE REVISIONS DATE SEE PLAN FOR STUD SIZE SHEARWALLS WINDOW SILL SEE ROD 0 SPACING SPACING SPEC. DEPTH DISTANCE AND O.C. SPACING. PLATE NAILING: FOR SILL SIZE AND 0.131x,3" TOE NAILS: CONNECTION EACH SCHEDULE 3/S3.0 SOLE PLATE ANCHOR: 3/8 40" 16" 2x2x /8" 31/2" 1 3/4" FLOOR SHEATHING, (3) @ 2 x 4, END -FOR SILL SIZE AND 1/,"0 x 6" LG (MIN 1/2 48)) 24" 2x2x'/,," 3 /2" 1 3/4" CONTINUOUS BLOCKING SEE SPECIFICATIONS CONNECTION EACH 34" EMBED.) I I WITHIN FLOOR SYSTEM (4) @ 2x6, END THREADED ROD MASA 48" 24" N/A N/A N/A WHERE POST IS ABOVE. 16d COMMONS (5) @ 2x8. ANCHOR DRILLED & _z V) EPDXY w/2"O x @ 16" O.C. 0 PT. SPF#2 T PLATE WASHER, < SOLE PLATE SEE SCHEDULE BELOW FIELD ALTERATION SYP#2 DBL. < Li d- A CONTRACTOR SHALL CONTACT LOU TOP PLATE ---------- - ------- --- m PONT GO ft ASSOCIATES PRIOR TO V) MAKIING ANY STRUCTURAL FIELD z MODIFICATIONS WHICH MAY VARY 0 2x6 SYP#2 BLOCKING BETWEEN FROM THE INTENT OF THE ORIGINAL FOUNDATI-L, SEE PLAN CONSTRUCTION DOCUMENTS.ANY < Ld 811 EA. TRUSS. FASTEN TO TOP FIELD ALTERIIJATION5 MADE PRIOR TO 3: m BEING APPROVED BY LOU PONTIGO a 1 1/2 PLATE w/ 10d @ 4"ox ASSOCIATES MAY RESULT IN < a- MAX. " MIN' 2x61SYP#2 NAILER ADDITIONAL ENGINEERING OR < WALL FRAMING AT WALL FRAMING AT WALL FRAMING AT FASTENED TO TOP �,�ION PECTION FEES _j FROM SOLE 01� PLATE CHANGE CONDITION RAISED HEADER CONDITION DROPPED HEADER CONDITION _j LU PLATEBREAK PLATE w/ 10d @ SVC L-------- _j > 0 SEE 1/S3.2 SEE 2/S3.2 TYP. WALL SECTIONS SCALE: 3/4" l'-Oyl INTERIOR BEARING WALL: SEE SCHEDULE L FOR STUD SIZE BLOCKING AT ALL PORCH SHEATHING, SHEATHING JOINTS: AND O.C. SPACING. WALL WINDOW SILL 'SCHEDULE SEE) SPECIFICATIONS HEADER SHEATHING END 2x4 FLAT WISE. ROUGH DROPPED HEAD MINIMUM END BELOW FASTEN EACH END Ak- OPENING OR SILL PLATES FASTENER EACH END WI TH 2-10d TOENAILS. WALL SHEATHING < 4'-4" (1)2x4 SPF #2 (4)12d TOE NAILS PORCH PARALLEL HEADER & SUPPORT :X ONLY REQUIRED AT BLOCKING AT ALL TO SOLE PLATE < 6'-4" (2)2x4 SPF #2 (5)'12d TOE NAILS PORCH POST, PER PLAN. (2)MSTA24 z SHEATHING JOINTS SHEATHING JOINTS: TO WALL- Uj FOR EXTERIOR WALLS RAISE V4" FROM < 8'-4" (3)2x4 SYP #2 (1)A34 + (4)12d TOE NAILS PERPENDICULAR STRAPS 2x4 FLAT WISE. FASTEN BOTTOM OF SOLE TO WALL WALL AND SHEARWALLS EACH END WITH 2-10d j PLAN. AND FASTEN j< 12'-0"1 (3)2x6 SYP #2 1 (1) 05 (4)12d TOE NAILS SYP#2 (2)12d TOE 24" 16 GAUGE POST BASE: POST 24" 16 GAUGE 44 POST:ABU44 SHEATHIN SEE BELOW FOR BOX GIRTS REQUIRED BETWEEN PER PLAN OPENING (MIN) 10dxlY2" EA. END BELO.W STRAP w/1 1- 6x6 POST:ABU66 4- WINDOWS IN TWO STORY CLENR HEIGHT WALLS. EXTERIOR WALLS AND 10dxlY2" EA. END G TOENAILS. ONLY REQUIRED 8d @ 0.C. HEADER, NAILS E.E. STRAP w/11 j2 AT SHEATHING JOINTS FOR SHEARWALLS (6)12d TOE NAILS F END PORCH. .0. PORCHHEADER, SLAB TOP & BOT. FASTFNF�\ SEE DETAILS SEE DETAILS 2x- SPF T&B w/ SEE PLAN r ROD- A4 KIN I G & JACK HTS1 6 EPDXIED ON S1.0 ON S1.O 12d @ 8" O.C. KING & STRAPS MSTA24 0 (TYP) ------- __-I STUDS SEE PLAN 6" MIN JACKS-/ STRAPS SHEATHING r/ LU 3-- PER PLAN PLAN VIEW Or PLAN VIEW OF ELEVATION VIEW OF W 0 CONT. AT Al V) O:f GIRT/VERT HEAD OR LL PORCH HEADER PORCH HEADER PORCH HEADER < JOINT. SIMPSON LTP4 ON PLATES SSIEE AT CORNER P08T AT POST AT POST INSIDE FACE, IF NO SCHEDULE 2x SPF RIPPED JACK STUD L-------------J L-------------J L--------------J TO FIT ARCH. ROUGH OPN;G, SEE ARCH. PORCH SHEATHING SPECIFICATIONS: DEPTH REQ'D. BOX BEAM BETWEEN WINDOWS V2 GYPSUM (WATER PROOF) GREEN BOARD, w/ 5d COOLER NAILS @ 6"ox EDGE & FIELD LL OR MULTI STORY SECTION A—A IN TWO STORY FRAMING SINGLE STORY (OR GREATER) �OSB OR PLYWOOD, w/ 8d COMMON NAILS @ 6;'o.c EDGE AND FIELD LL K'7'� TYP. WALL SECTIONS WINDOW HEAD AND SILL FRAMING TYPIC L PORCH FRAMING DETAILS �S,3.0) SCALE: 3/4" = V-10" SCALE: 3/4" = V-10" SCALE: /411 �-O �.o CONVENTIONALLY STRAP (6/S3.2) CONVENTIONALLY STRAP (6/S3.2) rWHERE ANCHOR IS SPECIFIED ON FULL HT ANCHOR TERMINATES D PLAN ADJ. TO GIRDER/BEAM AT UPPERMOST TOP PLATE WASHER -\ _V_ WHERE MAX. ANCHOR WHERE MAX. ANCHOR- 7/F_ if PLAN IVI FULL HEIGHT SPACING IS EXCEEDED SPACING IS EXCEEDED LOCATE ANCHOR WITHIN w/ NUT AND WASHER I I y A I ANCHORING SPECIFICATIONS W W 6" OF POST. :�4 i 0 1 T ANCHORING SYSTEM: THE THREADED ROD ANCHORING DOUBLE FULL HT. is U[jLII­ I SOLE FU LL H T. TOP PLATE. ANCHOR SYSTEM SHALL CONSIST OF % 0 A307 THREADED I POST, PER I DOUBLE TOP ANCHOR i I I SEE PLAN FOUNDATION AND TO THE UPPERMOST PLATE AT THE PLAN PLATE LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE MAXIMUM SPACING SEE THREADED RODI F__ WALL STUD TOP PLATE, PROVIDE A 2% 2"x )/8" STEEL WASHER. FASTEN WITH A NUT AND ALLOW AT LEAST 3 WOOD SPECIFICATIONS ON A OR POST. THREADS TO EXTEND ABOVE TIGHTENED NUT. (TYP.) SOLID BLOCKING I PLAN FULL HEIGHT I --THREADED ROD FIRAMING WITHIN FLOOR ROD INSTALLATION:- AT ALL PLATE PENETRATIONS, TYP) SEE PLAN PROVIDE A HOLE IN THE PLATE X" LARGER THAN THE DETAILS 2 ELEVATION DIAMETER OF THE THREADED ROD USED. WHILE SINGLE CONTINUOUS RODS ARE PREFERRED, COUPLERS 4— -1-- — — — — — -4— — — — — — — (SIMPSON CNW OR EQUAL) MAY BE USED IN CASES I I 1FLOORI R4S OR JOIST FULL HT WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE m ns ROD SHALL BE INSTALLED APPROXIMATELY CENTERED ANCHOR Do NOT SCALE DIMENSIONS FROM IN HOLE. RODS MAY BE SLANTED FROM TRUE THESE DRAWINGS.IF A DIMENSION IS (TYP) SOLE PLATE ANCHORS STEEL COUPLER VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO UNCLEAR REFER TO THE _j AT SILL PLATE AT TOP PLATE ARCHITECTURAL DRAWINGS OR PER SCHEDULE ON PLAN. (OPTIONAL, LOCATE AVOID CONFLICTS WITH FLOOR AND WALL FRAMING. AEADER, AS NEEDED) THE NUT ABOVE THE UPPERMOST PLATE SHALL BE YPICA FLOOR FULL HEIGHT ANCHOR INSTALLATION CHART SECURED OVER THE WASHER TO A SNUG-11GHT PLAN NAME FRAMING CONDITION PLUS ONE-HALF TURN OF A STANDARD , POST TO C SEE TABLE AT RIGHT r NEW CAR GARAGE DESIGN/DRAWN/CHECKED MATCH FOR EPDXY EMBEDMENT THREADED @ Q T) WRENCH (APPROXIMATELY 30 FT.—LBS. OF TORQUE). 'APOST ABOVE DUE TO SHRINKAGE AND COMPRESSION OF BUILDING AND EDGE DISTANCE. FULL HEIGHT FOUNDATION, RODO WOOD PLATE CONCRETE WASHER EMBEDMENT EDGE CONTRACTORS SHALL RE—TIGHTEN NUT TO 30 CS / AOB/LAP PER PLAN. HOLE HOLE SPEC. DEPTH DIST NCE FT.—LBS. OF TORQUE AFTER ALL TRADES ARE DATE THREADED ROD-/ J/ )t COMPLETE AND PRIOR TO INSULATION. SEE PLAN 3/8 2 0 1/2"0 2x2xl/8 4" 4)) 2') 31) 12.5.2014 CONTROL NO. 1/2 0 9/16,10 3x3x'/4 6" 6" 2X" 3;1 EPDXY ANCHORING: ALL THREADED RODS SHALL BE INSTALL 1 STORY THREADED RODS EMBEDMENT 5/8 3/4 0 3/,"o 1033 1 0j) 2Y2" 3'$ DRILLED & EPDXY ANCHORED. SEE INSTALLATION 1038 I I 3x3xl/4' CHART FOR EMBEDMENT AND EDGE DISTANCE TRUSS ID. 6"MAX. FROM WHERE 2-STORY RODStANNOT BE INSTALLED DEPTH nF i REQUIREMENTS MONO STEM MONO STEM 42278 KING STUD FULL HEIGHT ANCHOR LPA NO. FULL HEIGHT ANCHOR PLACEMENT DIAGRAM WALL SECTION THREADED ROD INSTALLATION CHART. FGCI-14-00747 FULL HEIGHT WOOD FRAME WALL ANCHORING SYSTEM SHEET �S3.0 SCALE: N.T.S S3. 0 �-O- MIN /aERMANENT I KOA R CI­ TRA Op TIJ S EE -el, H S �D 0 IED 2x Tn )A UPLI FT (�O�N RU�' T AT SOLE PLATE JOINTS INSTALL NAILS ARE PERMISSIBLE —0.145x3" PAF, EACH SIDE. 2 ROWS 16d "3" 2 2 PLY 1.9E BUT NOT REQUIRED. COMMON WIRE PAF's MAY BE OMITTED ON ONE SIDE MICROLLAM SEE NOTES FOR THIN @ 12"o.c IF A SOLE PLATE ANCHOR IS W LVL BEAM CONNECTION EA. SIDE 12" OF JOINT ASSEMBLIES BOUNDARY OF RATED SHEATHING, Lou Pontigo and Associates, Inc. SHEATHING SEE GENERAL NOTES SOLE PLATE ANCHOR 01, PER DETAIL 420 Osceola Avenue jax. Beach, Florida 32250 EXAMPLE OF PANEL 311 0 EDGE w/ BLOCKING Ph. 242-0908 Fax. 241-9557 0 WHERE REQUIRED @ 26 FL: CA# 8344 SC:CA#3579 BY GENERAL NOTES '/2 @ 2x8 CONTACT US WITH YOUR COMMENTS C"I BUTT JOINT COMMENTS @ LP-A.COM PT. SYP#2 MAX. MIN. 04 >- 0 X 1/2'� DIAMETER NAIL SPACING AT SILL PLATE a- ASTM GRADE A-307 > SUPPORTED EDGES, (0 ...... 3 ROWS 3 PLY 1.9E C4 SOLE PLATE BREAK GENERAL NOTES 16d COMMON MICROLLAM X 0 12d NAILS LVL BEAM FROM OTHER WIRE 0 12"o.c ---'SIDE OF 2nd 4-16d EA. SIDE No.53311 EXAMPLE OF UNSUPPORTED EA. SIDE (3)ROWS OF 5" PLY (UNBLOCKED) PANEL EDGE 0 >e X MULTIPLY LVL & TRUSSLOK sTATE Of I Qz 00 PANEL . . . . . . . . . . . (TYPICAL) 2x12 ENGINEERED WOOD "o 14� 'q X 0 24"o.c 0 R FASTENERS @ 10� NAILING PATTERN 4'-0" MIN NAILING TO AS SHOWN 1 0 N*It INTERMEDIATE SUPPORT C) _j IS Cox MAX. (UON)T��_ STUDS, ROOF 2x6 or 2x8 2x4 2x SYP.#2 DBL. TOP F;7VISIONS DATE NAILING PATTERN NAILING PATTERN PLATE. FASTEN TRUSSES, OR TOGETHER w/ (2) FLOOR JOISTS -\\—ADD 3rd BUILT—UP ROWS OF .131 x3" @ (2)2 x 2x— BEAM FASTENING 12"o.c STAGGERED UPPER PLATE BREAK (2)2x— MULTIPLE MEMBER PLATE BREAK DETAIL �FIELD ALTERATION SHEATHING NAILING DETAIL BUILT - UP MEMBER FASTENING ENGINEERED WOOD BEAMS K4 CONTRACTOR SHALL CONTACT LOU PONT GO Ft ASSOCIATES PRIOR TO SCALE: 3/4" = 1'-0" SCALE: 3/4" V-01) SCALE: 3/4)) V-03p SCALE: 3/4" V-101" MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY FIELD ALTERNATIONS MADE PRIOR TO LOCATE FULL HEIGHT BEING APPROVED BY LOU PONTIGO r5 ASSOCIATES MAY RESULT IN ANCHOR ON SIDE OF ADDITIONAL ENGINEERING OR CORNER WHERE UPPER — 2x4 BLOCKING rA PENETRATIONS THROUGH STUDS TOP PLATE OVER LAPS @24" O.C. FASTEN S3.1 EACH END w/3-1 WALL STUDS NON LOAD NON—LOAD TOENA LS L LOAD BEARING OR LOAD BEARING BEARING BEARING 3Y2 3Y2 EXTERIOR WALL WALL 2 SIZE WALL NOTCH WALL NOTCH I I I BORED HOLE SIZE BORED HOLE SIZE 11 ill L L' 40% 60% 60% 25% 40% STUD FACE 1 STUD BELOW 2 8 STUD FACE BORED HOLES __7 9/8" M I N. 2x4 1 8 LOWER TOP 4-10d V8" M I N. DIA. 40% OF �y ,,—BORED HOLES PLATE AT BREAK OVER LAP DOUBLE COMMONS (2)2x4 2 Y811 2 X811 %" 8 �'/'STUD WIDTH, 1 3/11 DIA. 60% OF TOP PLATES 2x6 2 Y4" 3 5/16" 8 2 )/411 60% OF STUD 0 STUD WIDTH U WALL INTERSECTION — 3 V1 6" 3 5/16" 1 3 2 Y4)? WIDTH IF DOUBLE MAX. ORTHOGONAL VIEW SPICE JOINT (2)2x6 /8" CONDITIONS p) I) )p 1) 1) 11 .---2.x8 7/8 4 3/8)) 1 2 7/8 STUD z OF CORNER b L' NAILS 2 �43)1 13/16" (2)2x8 4 3/8'T 1 13/16py 1 2 7/81) 0 CH 25% NOTCH 40% . . . . . . . . . . . . . . . OF STUD . . . . . . . . . . . . . . . . WIDTH MAX. WIDTH MAX. 3 [3 WALL HOLE [3 SIZE SIZE 1@ 2 11-2)y 1Y2fjy)U1Y21 1 1 1 1 '1 1p-211 V-21) e- 2x4 1 EXTERIOR OR NON BEARING U CORNER WALL INTERSECTION- 2x6 2 BEARING WALL PARTITION z LLJ Lf) CONDITIONS CONDITIONS 4)—Opj 2x8 3 11 J lo NOTES: PLATES: 1. OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS SECTION )$A'$ TOP AND BOTTOM PLATE HOLE, CUT OR NOTCH THAT IS 50% OR MORE OF NOTE: 2. DENOTES 3"xO.131" GUN NAILS @ 6" O.C. VERTICAL WIDTH MUST BE REPAIRED USING 16 GA.(MIN.) METAL TIE THAT IS AT SEE SECTION 2308 9.10, 2308 9.11, AND FIGURE 2308 9.10 FBC U z 3. @ DENOTES FULL HEIGHT ANCHOR, SEE PLAN NOTE: LEAST 1 Y2" WIDE (SECTION 2308 9.8 IBC) IF WALL IS A SHEARWALL IT 4. DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE 2x4 LAP SPLICE = 16d NAILS 9 Yox(MAX.) MUST BE REPAIRED USING HARDY FRAME SADDLE (HFS) 0 < rn 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE 2x6 LAP SPLICE = 16d NAILS 9P Yo.c(MAX.) U. OPTIONS ARE SHOWN TYPICAL FACE NAILING 16d NAILS @ 14"o.c(MAX.) FRAMED WALL CORNER AND INTERSECTIONS STUDS CONFIGURATIONS NAILING AT LAP SPLICE CUTTING, NOTCHING, BORED HOLES IN STUDS AND PLATES U. SCALE: 3/4" = 1'-0" SCALE: 3/4" V-0" SCALE: 3/4" 1'-0" 0 OVERLAP 7 -SIDEWALL TOP FULL HEIGHT ANCHOR PLATE 1�� (ONE IN SIDE WALL)ALWAYS PLACE MULTIPLE BRACED TRUSSES, AS INDICATED IN TRUSS SPECIFICATIONS. SINGLE 11 BRACING NOTES AND SPECIFICATIONS . . . . .. . . . . . . . . . HEADER AT TRUSS BRACIN G 1.)ALL BRACING LUMBER SHOWN, TOP OF ROUGH EXCEPT FOR T—BRACE SHALL BE 1x4 OPENING SYP#3 OR BETTER OR 2x4 SPF#2 OR 5/,,"0 THREADED ROD BETTER. (UON) . . . . . . . . . w/3x3xl4" PLATE . . . . . . . . . . . . . . . . . . . . . . . . . . . . (1)DIAGONAL BRACE PER 2.)BRACING LUMBER SHALL INTERSECT . . . . . . . . . . . . . . . FULL HEIGHT ANCHOR 11/ (4) TRUSSES APPLIED 101 THE WEB OF THE BRACED TRUSS, PER . . . . . . . . . . . . . . (ONE IN SIDE WALL)-'\., 2 1 1 . . . . . . . . . . . . . . MAX TO BACKSIDE OF WEB. 1.1 DELEGATED TRUSS ENGINEER. MIN. (3)2xl2 HEADER 11 3.)PERMANENT PERMANENT BRACING WOOD (U.O.N.) ON PLAN. z z z A z z y z 1 101 t 7' EXTEND HEADER TO 2 BRACING AP1P'LIED TO—\ I I WHERE NOTED ON TRUSS MFR. S�,OP IAJ m�_\ I I DRAWINGS. THE CONTRACTOR SHALL FIRAMING FAR SIDE OF WALL FRONT SIDE OF WEBS. 7 (2)2x6 SPF#2 101 AS SHOWN. PROVIDE 1x4 SYP#3 OR BETTER 6 61 6 6 1 1 11 i I 4'—O"x4'—O" PIECE OF WALL —HKAUL FASTENED TO BOTTOM CHORD BRACING DETAILS SHEATHING INSTALL AT UPPER SHEATH B 0 101 PERPENDICULAR TO TRUSS BOTTdM 0 0 0 0 WEB w/ 12d @ 6"O.C. I I CORNER 1" BELOW GARAGE HEADER SIDES OF WALL 0 0 0 0 0 T—BRACE TO BE THE i0i CHORDS AND ATTACHED TO EACH, (2)2x6 . . . TRUSS WITH 2-8d COMMON NAILS. AT JACKS . . . ON EXTERIOR STUD (TRIMMED AS DETAIL A IF SAME SIZE, SPECIES, 11 11 GABLE END WALLS PROVIDE DIAGONALS Do NOT SCALE DIMENSIONS FROM SHOWN) NOTE: SHEATHING IS ON EA. AND GRADEAS WEB THESE DRAWINGS.IF A DIMENSION 15 7 SIDE OF WALL CONTINUOUS LATERAL BRACING, SE 101 AT END WALLS PROVIDE DIAGONALS UNCLEAR REFER TO THE KING._� TO BE BRACED. I I �"�E A IRA�ING5 O�R AND (1) E CTUP L W TRUSS SHOP DRAWING FOR QTY. AND__// CO CT OR FASTEN SHEATHING TO HEADER w/ 8d COMMON OR GALV. BOX NAILS I I (APPROXIMATELY 45%) TO THE W�ATH E E LOCATION. IF MORE THAN (1) LATERAL 101 ADJACENT EXTERIOR PERPENDICULAR IN 3" GRID PATTERN AS SHOWN AND 3" O.0 IN ALL FRAMING BRACE IS NEEDED, OVERLAP BRACE I WALL BETWEEN EACH LINE OF BR�CING 'IAN NAME (STUDS, BLOCKING & SILLS) TYP. AS SHOWN. 01 TO FORM A ZIGZAG PATTERN ALL,� r NEW CAR GARAGE CONSTRUCTED OF THE SAME BRAPING DESIGN/DRAWN/CHECKED DOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER w/ 3-16d SINKERS MATERIAL. THIS REQUIREMENT IS NOT CS / AOB/LAP NECESSARY AT HIP ROOFS. ALSO, DATE ALONG EXTERIOR WALLS PARALLEL TO 5/8"0 THREADED ROD (OVER ADDITIONAL DOUBLE PLATE BETWEEN t 12.5.2014 BOTTOM CHORD BRACING PROVID9 CONTROL NO. STUDS) DRILLED AND EPDXIED w/ 12" EMBEDMENT & 3x3x'/4" WASHER. DIAGONALS IN THE END SPACE I, 1038 BETWEEN THE WALL AND THE FIRST LINE OF BOTTOM CHORD BRACING- AT A TRUSS ID. 42278 MAXIMUM SPACING OF 20 FEET. U LPA NO. FGCI-14-00747 GARAGE WING WALL K9 PERMANENT TRUSS BRACING SHEET r8 S3.1 ;SC.ALE: N.T.S SCALE: 3/�" = 1'-0" S3.1 SHEET 5 OF 6 ROOF SHEATHING, SEE SPECIFICATIONS BELOW. 2x SPF BLOCKING RIPPED TO FIT — PRE—ENGINEERED WOOD WITH GAP SHOWN 2x4 SYP#2 HORIZ. BRACING @ QUICK TIE ROOF TRUSSES. 24" O.C. BETWE I EN OUTER WALL — FLOOR SHEATHING, CABLE E SPECIFICATIONS R CABLE 16d COMMONS Lou Pontigo and EACH END w/ 3-0.13lx3" NAILS I BELOW @ 8"o.c Associates, Inc. < & FIRST INTERIOR TRUSS. NAIL QUICK TIE SE OOR SHEATHING JOINT 420 Osceola Avenue N\ FL (TYP) TRUSS r-1 : \\ AT CONTINUOUS Jax. Beach, Florida 32250 EXTEND SHEATHING VERT. SHEATHING JOINT Ph. 242-0908 Fax. 241-9557 70 TOP OF TRUSS AS SHOWN. AT BLOCKING. RIBBON BOARD FL: CA# 8344 SC:CA#3579 SHEATHING MAY PROVIDE 2x4 BLOCKING 2x4 SYP-,#2 Y2" GAP BETWEEN Y2" GAP BETWEEN CONTACT US WITH YOUR COMMENTS \_ TERMINATE AT AT HORIZONTAL JOINTS. DIAGONAL SHEATHING PANEL UPLIFT FASTEN EA. SHEATHING PANELS .F.0 TOP OF DBL. FLOOR L CONNECTOR, TOP PLATE. END ,w/ TRUSS CONT. RIBBON BOARD. .. ........... SEE PLAN FULL HEIGHT 3-10d COMMONS 2X4 BLOCKING BETWEEN TRUSS FASTEN TO TRUSS ANCHOR WITH 2-16d COMMONS 5" < HEEL < 1'-0" HEEL 1'-0" VERTICALS. FASTEN WALL FRAMING CEI LING WALL FRAMING :;"f w/3-10'd TOENAILS LINE �Ao TYPICAL CONNECTION FLOOR TRUSS PERPENDICULAR HEEL < 5 C)� az 00 FLOOR TRUSS PARALLEL TYPICAL ROOF TRUSS CONNECTION FLOOR TRUSS AT WALL FRAMING f7VISIONS DATE SCALE: N.T.S 1\�.2 SCALE: 3/4" 1'-0" TOP PLATE TO STUD ROOF FRAMING H2.5A @ 32" ON—CENTER UPLIFT CONNECTOR SECOND STORY TOP PLATE ELEV. FIELD ALTERATION U r CONTRACTOR SHALL CONTACT LOU PONTIGO&ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY L9 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. H2.5T TOP & BOT. OF CRIPPLE STUD STUD TO LOWER FRAMING: M3TA114 STRAP EA,,-::,Hj @ 32 0.C. MSTA48 OR CS16 STRAP E-IDE 0 ' HEAD:R @ 48" ON—CENTER G STUD TO LOWER FIR NI INC, 2 MSTA48 OR CS1 6 TRAP 2ND FLOOR ELEV. A 1 ST FLOOR TOP J. PLATE ELEV. A: Lf) ry fill . I LD < THREADED RODJ SEE PLAN FOR SIZE AND SPACING CONVENTIONAL WALL UPLIFT STRAPPING TO WALL ft HEADER BELOW �.2 SCALE: 3/4" 1'-0" WOOD FRAMING DETAILS LDO NOT SCALE DIMEN51ONS FROM OT THESE DRAWINGS.IF A DIMENSION 15 N R 0 T UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OJR CO T CT T 0 1. CONTACT THE E.O.R. 3 PLAN NAME J, NEW CAR GARAGE D Sl D i ESIGN/DRAWN/CHECKED CS / ) FCS / ACIB/LAP DATE 12.5.2014 CONTROL NO. 1038 TRUSS 1D. 42278 LPA NO. FGCI-14-00747 SHEET S3.2 �SH E E T�6 0�F6 r 53 -V� ml jowl*% t Ala, — — -- — — — — — — — — — — — — — — — — — — — — — h - C) 0 < r 7 [I,- w 0 0- m a- 0 [101111110 SITE PLAN I se fo r < I w cn I bo THE HOFFMAN GARAGE ADDITION 349 TFURD STREET A in ry ATLANTlu btACH FLORIDA BRIAN J. COTE 4 A,% -'A I L: LOT CALCULATIONS .,20'SETBACK.- C) 4 A_ DESCRIPTION SQ. FT. PERCENTAGE Aj TOTAL 11,250 100% �al 4 EXISTING HOUSE 2501 22.2% CONDRETE DR VE 906 8.1% A.: A" CONCRETE P 10 168 1.5% SHEDS 200 1.8% GRAVEL/ GREENSP CE 7475 66.4% '-A:"16= A- PERVIOUS 7475 66.4% SITE PLAN - EXISTING IMPERVIOUS 3775 33.6% 1 11 101-011 0 -j u- ui LLJ C) < 1-- z F- z F-: w w C14 U) C3 LL RT 0 04 A K" AT A - \ - i � - � , �F I i � \­ ; , , I I� 5 , , i i i \ � �,�i "o" ,i_­�ZDNT\l - �__ � , � " . ", , \.AM "' �.�Y,\ ,:2 �,� �. 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METAL DRIP OVER ALUMINUMWRAPPED ----- ....................... ------------------------- ------------------------------------------ ...... . . .................. C) ALUMINUM WRAPPED C) OPEN RAIL-A 1x8FASCIA ---------------------------------------------- ................. ------ -------------------------------- ---------------------------------- -------------------------------------------------------------------------------------------------- --------------------------------------------------------------------------------------------------­- 4"SPHERE SHALL 1x8 FASCIA (0 NOTPASSTHRU ---------------­- --------------------------------------------------------------- ---------------- ——----------------------------------- ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- ------------------------------------------------ -------------------------------------- SECONDFLOOR --------------------------------------------............................................................................................................................................................................. ......................----------------------------........... SECOND FLOOR _91 - 5_3./4�All 9 - 5 3/4" ------------------------------------------------------------------------------------------------------------------------------------------------------------ 't T -—------------..................................... --------------------------- ---------------------------------------------------------------------------------------------------------------------------------------------- - ' s 8- PLATE (1 ---------------- 8- PLATE (1 1 1 7---T---F--T---r– I I I I I I I ............................................................. ........................................................ ................................... ....... .......... .......................................... 81 111 ---------------------------------------------­­.­­ ­­­­­---------------------------------------------------------------------------------------------------------------------------------------------------------------------------­­.,­----------------------_ 8' 1 ..................... ...................................................................................................................................................................................*----------- V�-_ I -T -------------------- ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- ----------- F_ I --------------------- .................................................................................................................................................................................................................. 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COTE ARCHITECTURAL SHINGLES 12 12 METAL DRIP OVER 6 METAL DRIP OVER ALUMINUM WRAPPED HARDIE LAP SIDING ALUMINUM WRAPPED 12 ---------------------- IX8 FASCIA 1x8 FASCIA 3F---- ................................................. ­--­----------------------------------------------------- 4"HARDIE TRIM HARDIE LAP SIDING HARDIE LAP SIDING HARDIE LAP SIDING 8' PLATE 2 -------------- ............................... ----------------------------------------------------------- ------------ 8- PLAT CY) .............................................................................--------------------------------------------- ------------------- 17' - 6 3 4" 4" HARDIE TRIM ---­--------------- .......---------------------------------------------------_­­-­---------------------------------------------------------- --- ------------------------------------- 17' - 6 3/4" 4"HARDIE TRIM 4"HARDIE TRIM ..............................................----------------------------------------------------------------------------- ------------- ..... c:) ---------------------------------------------------------------------------------------------- --------------­ 6' HEIGHT ................ -------- 6HEIGHT —-----—----- 0 - ------------------------- 5 3/4"' ------------------------------------------------------------------------------------------------------------------ :..1--l".1'..1.1"'I", `� ...... -------------------- ------------- ............ ­-------------------------------------------I-,----------------- ---­-------------- - --------- -------------------------------------------------------------------------------------------------------------- -------------------------- ------------------------------------- ......................... ----------------­-------------------------------------------------------------------------------------------------------------------------------------------------------------------- .........................- -- -------------------- METALDRIP OVER ------------------ ------------------------------------------------------------------------- ---------------------------- METAL DRIP OVER .......................................... ----------------------------------------------------------------------------------........................................................................................ -------- ......................... 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I, —- - ---------------_ 00 00 ------------------------------------------------------------------­*-------------------- ...................................... ........................... ............................. ---------------------------------- ----------------------.. ......................................... ------------------------- ......... ----------------------- ............... ..................................................... .... ................. 4"X4"POST -------------------------------------------------------------------------------------­-­----- --------------- ---------------- ----------------------------------- ------------------------- -- --------------------------- ----------- --- ——------------------------- --------- -------------- ­-----------------_-------------------------------------------------------------------------­­ ------------------ < 4"x4" POST ----------------------------------------------------------------------------- —------------------ ............... ---------------------------------------- .............. ..................................... -- ------------------------- ......................... - ------------- ........................................................__------------------------------------.... ......................................... -------------­---------------- -----------------****------------------- ­­----------------* 0 ---------- - -----------------I------ ............................. ..............-----——------------------- —---------- ---------------------------- ---------------------- ---------------------------------------------------------------------------------------------------_------------------------_--------- --------------- ---------------- ------------- -----------------------­- -----------------------------------­-........................................................................- ------------------------------------------ ---------------_------------- ............. .......................-............. - ------------------------ . ........ ------------------------------------------------­ --------------------------------------------- -------------------- ------------ --------------- —-----————---------- 0 ---------­­- ----------------- -------------- ------------------------- ----------- -------------------------------------------- —-—-—-------------------­...___________­­ —--------- ------- --------_-_----------------- ---------------------------------------------------------------------------------------------- ­--------------- ----------------------- ---- -------------- ST FLOOR FIRST FLOOR _j oll Oil Lu X_ < Lu m z < LEFT SIDE ELEVATION REAR ELEVATION 3 < 1/4" �j -011 -011 A02 1/4" LLJI < w CY) U) LL LL (Y) \\v %t I\6 lim,N `C k V -8" ———————— ————————--—————————————————————————-- LU a. 0 co U) Lr) (o -——————————————————— 0 cf) LU ui z LU CD LLJ c� CN 0- 0111 b L2U 0 ------------ I w 0 D 0- �j cl) N ry I_..I I - - U) c/) U) LU T 00 2 21' 4" Ll 0 1 20" 6" 51, LOP LU z U) 0 A04 < C) %I NI IN LU cl� ------------------- -- ---- ------ z w 0 IL co 0- 0 LU -4 C\l 0 -A" MONOLITHIC CONCRETE SLAB- A' 4 4* _j CD t 'WITH REINFORCING OVER CONTINUOUS Lo U) �o 1 '4 _4 VAPOR BARRIER ON TREAT ED AND COMPACTED FILL, 4" ti,4 14 4 INJ J'I 00 L------------------------------------------------------j 4 'S'4 IA -': "`�4 (D A.. 's LOPE: 1)8" PER FOOT;, -4% "A 4 04 t4 �,,TO ARDS D 04 OOR CN �l A 4" 4 �;4 41 4'( U) :4 :A I A 0 ,-'q' 1' 4 A!, U) '4 ROO 4 T1 1 PLAN '.4:' 1/411 -0 A03 ,4 BRIAN J. COTE 4 A 14 a 5" BRICK LEDGE 1'-ti 1/2" 18" 3" 1'-6 1/2" CY) 2 FOUNPATION PLAN A03 1/4" 11-011 CD C) < 0 U_ z < co z LLC) (N 0) co �J im \03 \.N a ON If ARCHITECTURAL SHINGLES OVER 15#ROOFING FELT OVER 7/16" PLYWOOD SHEATHING ON ROOF TRUSSES OR ROOF 45'CUT �"d RAFTERS @ 24"O.C. NAIL ALL ROOF SHEATHING @ 6"O.C. ON SUPPORTS METAL HURRICANE CLIP WITH 8d NAILS .......................... I AT EA. END OF TRUSS OR RAFTER R-30 BATT INSULATION ........... .. ............ ........... ........ ............ ....... ........ CUT HOUSE WRAP TAPE TOP FLAP UP INSTALL DOOR SILL SEALNAT AT METAL DRIP OVER ........ .... .... AND FOLD INTO TEMPORARILY THRESHOLD PER MFG'S ALUMINUM WRAPPED y 8' PLATE 2 .......... OPENINGS AT JAMBS REQUIREMENTS, INSTALL DOOR 1 x8 FASCIA OVER— PLUMB AND SQUARE 2x4 SUB-FASCIA 6 3 4" 17' 1/2"GYPSUM WALL BOARD > (2)2x4#2 TOP PLATE -SYP o') 101, O.C. SEMCO TPP4 @ 32 PLYWOOD SOFFIT W DIAMOND CUT VENTS 6' HEIGHT — — 0 — — I w FALSE RAFTER 15' – 5 3/1_4_"_5� CD c� w Z) U) HARDIE LAP SIDING 1/2"GYPSUM WALL BOARD OR BOARD&BATTEN SIDING OVER CONTINUOUS VAPOR BARRIER ON 1/2" APPLY JAMB FLASHING TO BOTH APPLY HEAD FLASHING RELEASE TOP FLAP AND COVER OSB SHEATHING OVER w 0 SIDES OF DOOR, DOOR FRAME AND EXTENDING 10" BEYOND BOTH DIAGONAL CUT IN HOUSE WRAP > 2x4 STUDS AT 16"O.C. HOUSE WRAP EXTENDING 8 1/2" DOORJAMBS WITH TAPE 2" LONGER THAN CUT D a. ABOVE DOOR HEAD 0 z w of Z w 0 EXTERIOR DOOR FLASHING DETAILS R-13 BATT INSULATION EIDED ALL FLASHING SHALL BE SELF ADHERING AND ROLLED FLAT AND SMOOTH BASE MOULD 2x4 SILL PLATE -FLOOR 3/4" PLYWOOD SUB ON 16" FLOOR TRUSSES ECOND FLOOR 9' – 5 3/4 4 8' PLATE (1) 81 – 1 11 co z 0 1/2"GYPSUM WALL BOARD w WINDOWSAND FLASHINGSHALL BE INSTALLED IN ACCORDANCE WITH FBC-R703.8 AND AMMA 711,100,200 AND 250 HARDIE LAP SIDING OR BOARD&BATTEN BRIAN J. COTE SIDING OVER CONTINUOUS /77777\ VAPOR BARRIER ON 1/2 OSI3 SHEATHING OVER ...... 45'CUT 1/2"GYPSUM WALL BOARD 2x4 STUDS AT 16"O.C. ZE R-13 BATT INSULATION 3'-0" Ce) CUT HOUSE WRAP FOLD THE BOTTOM AND SIDE CUT HOUSE WRAP TAPE TOP FLAP UP CUT SILL FLASHING THE LENGTH THE FLASHING SILL PAN SYSTEM SHALL INTO MODIFIED FLAPS OVERAND BEHIND THE AND FOLD INTO TEMPORARILY OF THE SILL AND UP THE JAMBS COVER THE SILL TO AT LEAST THE DEPTH I PATTERN INTERIOR SIDE OF THE FRAMING OPENING AT JAMBS ff'T0 FORM AN END DAM OF THE WINDOW PLUS 2"ONTO THE FACE C) OF THE HOUSE WRAP DRAINAGE PLANE P.T. 2x4 SILL PLATE BASE MOULD INSTALL SHIMS AS NEEDED TO MAINTAIN RUN A CONTINUOUS BEAD OF SEALANT ON THE BACK SURFACE(INTERIOR FACE) A MINIMUM OF 1/4"SPACING AROUND OF THE MOUNTING FLANGE OF THE WINDOW WINDOW FRAME. INSTALL BACKER ROD 1/2"ANCHOR BOLTS AS NEEDED TO AIR SEAL AROUND FRAME. AT THE HEAD AND BOTH JAMBS. APPLY SEALANT IN LINE WITH ANY PRE- USE SEALANT TO CREATE A BACK DAM PUNCHED HOLES OR SLOTS IN THE TO DIRECT LIQUID TO THE OUTSIDE OF MOUNTING FLANGE. CONNECT THE BEAD THE WINDOW AT THE SILL FLANGE. 4" MONOLITHIC CONCRETE OF SEALANT ACROSS ANY JOINERY ON THE INSTALL SEALANT AROUND THE INTERIOR WINDOW FRAME AT ALL FOUR CORNERS. PERIMETER TO COMPLETE THE INSTALLATION. SLAB WITH REINFORCING APPLY A DISCONTINUOUS BEAD OF SEALANT ON THE INTERIOR SURFACE OF THE MOUNTING FLANGE AT THE SILL. THE BEAD OF SEALANT (2)#5 BARS CONTINUOUS HAVE A MINIMUM OF TWO 2"VOIDS NEAR THE ENDS ALLOWING ANY LIQUID THAT SHALL HAS ENTERED THE WINDOW OPENING TO EXIT. FIRST FLOOR Oil ............. ------------- ... .......- FASTEN THE WINDOW PERIMETER APPLY FLASHING OVER THE MOUNTING APPLY HEAD FLASHING EXTENDING RELEASE FLAP OF HOUSE WRAP OVER ............. ............. SECURELY INTO POSITION ACCORDING FLANGES OF THE WINDOW AT BOTH JAMBS. 1"BEYOND THE OUTSIDE EDGE OF THE HEAD FLASHING AND COVER . ........ ......... TO THE MANUFACTURERS INSTRUCTIONS THE SELF-ADHERING FLASHING SHALL BE; OF THE FLASHING AT THE JAMBS DIAGONAL CUT IN HOUSE WRAP ............. .......... ------------- A MINIMUM OF 4"IN WIDTH AND EXTEND 1", WITH TAPE 2"LONGER THAN CUT BELOW THE BOTTOM OF THE SILL FLASHING� ------------- . ............ 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