363 4TH ST - NEW HOME STRU DWGS DESIGN SPECIFICATIONS GENERAL NOTES Et CONSTRUCTION SPECIFICATIONS
DESIGN CODE: COMPONENTS & CLADDING GARAGE DOOR FLOOR SHEATHING SPECIFICATIONS.
2010 FLORIDA BUILDING CODE - RESIDENTIAL ULTIMATE DESIGN PRESSURES PRESSURES (PSF) 23/32" T&G OSI3 OR PLYWOOD S EATHING, GLUE AND NAIL WITH 10d COMMON @ 6" O.C. EDGE & FIELD
DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS, TRIBUTARY INTERIOR EDGE STRIP (PSF): 1 CAR +22.9
UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. AREA (sf) I GARAGE ROOF SHEATHING SPECIFIC6TIONS: REIM
ZONE (PSF) 4'-6 DOCR -25.0 SHINGLE- MIN. 7/16 ", 24/16, APA RATED OSB OR PLYWOOD SHEATHING, NAILED wl 0.113x2" RING SHANK NAILS @ 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C.
DESIGN LOADS: ACTUAL AND UNIFORM 10 +25.6 -27.7 +25.6 -34.2 (8'x-,?') WITHIN 4'-0" OF ROOF EDGE). Lou Pontiso and
ROOF FLOOR 2 CAR Associates, Inc.
ROOF LOADING (cd=1.25) (cd=1.00) 50 +22.9 -25.0 +22.9 -28.8 GARAGE WALL SHEATHING SPECIFIC6TIONS-
420 Osceola Avenue
TOP CHORD LIVE LOAD 20 psf 40 psf DOCR FLEXIBLE FINISH-MIN. 7/16", 24/16,1 APA RATED OSB OR PLYWOOD SHEATHING, FASTENED w/ 8d @ 6" O.C. EDGE AND 6" O.C. FIELD. SHEATHING MAY E Jax. Beach, Florida 32250
TOP CHORD DEAD LOAD 7 psf (ARCH SHINGLES) 10 psf 100 +21.8 -23.9 1 +21.8 -26.6 (1 6'x 7') 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 i FL:CA# 8344 SC:CA#3579
BOTTOM CHORD LIVE LOAD 10 psf 0 psf 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. INSTALL SHEATHING WITH THE LONG DIMENSION PERPENDICULAR TO THE WALL
BOTTOM CHORD DEAD LOAD 5 psf 5 psf THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD). THE STUDS
ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY
DEFLEC11ON CRITERIA: THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION MASONRY SPECIFICATIONS: LU .....
I a-
ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 SHALL BE PERMITTED MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH AC1530.1-05. GROUT SHALL BE IN ACCORDANCE WTH ASTM C476 WITH A MINIMUM OF 2b P
�0/v
(D %
FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH DAY COMPRESSIVE STRENGTH OF 000ri PER ASTM C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF �ys PLACED AT AN 8" TO 11" SLUMP. MORTAR SHALL CONFORM TO ASTM C270 AND E
TYPE M OR S. TYPE N MORTAR M Y B USED IN BRICK VENEER. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING.
0.5331
POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOV- z
0
WIND LOADING: CONCRETE MASONRY UNITS (CMU)-'. CL
0 LINEAR INTERPOLATION IS PERMISSIBLE. <
ASCE 7/10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A 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 TATE F J'
MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF I (n
CELLS CONTAINING VERTICAL REINFORCEMENT IN V-0" MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530.1-02 IN THE BOTTOM OF COURSE OF MASONRY WHEN THE WALL HEIGHT EXCEEDS 5'-0". -j A,
BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS a PLUS = PRESSURE AND MINUS = SUCTION. L OR
OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, ATTIC FLOOR -j
LIVE LOADS COMBINED WITH ROOF LIVE LOADS SHALL BE MULTIPLIED a DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMNG IS THE 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,
BY 0.75 WHEN COMBINED wl DEAD LOAD. RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET STACK BOND SHALL NOT BE USED. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR Luis A. Pontigo, PE
#4 @ 4'-0" O.C. MAX. AND AT EACH CORNER, WALL END, AND WALL INTERSECTIONS. PROVIDE CONTINUITY OF REINFORCING AT FL PE#53311
-------------- 130 MPH THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. DIAMETERS. ALL EXTERIOR WALLS SHALL BE REINFORCED FULL HEIGHT WITH -
BASIC WIND SPEED (ASCE 7-10) 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
IMPORTANCE FACTOR ---------------------- 1.00 HORIZONTAL JOINT REINFORCEMENT AT: 16" O.C. VERTICALLY, (EVERY OTHER COURSE), AND VERTICAL FREINF. SHALL BE INCREASED AS NOTED ON 1 /S1.0. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL
MEAN ROOF HEIGHT ----------------------- 25.0 FT BE A MINIMUM OF 6". F�E -90NS DAT�ENI,
a
ROOF PITCH ---------------------------- 4/12 a CLAY MASONRY (BRICK):
BUILDING CATEGORY ----------------------- 11 BRICK SHALL BE IN ACCORDANCE WITH! ASTM C62, C216, OR
C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY.
a
EXPOSURE CATEGORY ---------------------- C
CONCRETE SPECIFICATIONS:
ENCLOSURE CLASSIFICATION -----------------ENCLOSED 424- DENOTES EDG�E�STRIP. ALL CONCRETE HAS BEEN DESIGNE 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
INTERNAL PRESSURE COEFFICIENT -------------- ± .18 r- SEE C & C CHART AT 28 DAYS
ABOVE FOR DIMENSION CONCRETE AT GARAGE AND PORC SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. /'*'�FIELD AL�TERA-nO�N
GENERAL NOTES: CONTRACTOR SHALL CONTACT LOU
PONTIGO ft ASSOCIATES PRIOR TO
MATERIAL SPECIFICATIONS .1 1 K- MArJNG ANY STRUCTURAL FIELD
MODIFICATIONS WHICH MAY VARY
-7r t-at- FOOTING AND FOUNDATIQ-0-. 1 FROM THE INTENT OF THE ORIGINAL
CONSTRUCTON DOCUNENTS ANY
FOOTINGS AND FOUNDATIONS SHAL- BE IN ACCORDANCE WITH LOCAL BUILDING CODES. FOOTING HAVE BEEN DESIGNED WITH A SOIL BEARING (DESIGN MAXIMUM) OF 2000 PSF. A SOILS INVESTIGATION REPORT IS FIELD ALTERNATIONS MADE PROR TO
HARDWARE AND ANCHORS: 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 BEING APPROVED BY LOU PONMGO
to - ASSOCIATES MAY RESULT IN
ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH ORGANIC MATERIAL AND COHESIVE (CL1 Y) SOILS. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCOR�DANCE WITH ASTM D 1557. ADDITIONAL ENGINEERING OR
ASTIA A 307 OR ASTM F 1554 GRADE 36. [NOT-ACTUAL PLAN]
WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING DIMENSIONS AND
NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. LOCATION FROM THE FOUNDATION PLAN SHOWN ON S1.0. DO NOT DETERMINE FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL PLAN OR FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDATION
METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO
PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR)
EXTERIOR SHALL BE GALVANIZED.
RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR SCOPE OF SERVICE 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
DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE 1/4" @ 48" O.C. OR ROD CHAIRS. PROVIqE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH
LARGER THAN REBAR SIX AND '/�" LARGER THAN THREADED ROD SIZE. MEANS AND METHODS: ELEMENT. SPLICES IN REINFORCING, kVHI!ERE PERMITTED, SHALL BE 48 BAR DIAMETERS
(U.O.N.) THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE
ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING, PRODUCTS FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PFRO�`EDURES, OR CONCRETE SLABS ON GRADE: H
(DUAL CARTRIDGE INSTALLATION ONLY): SEQUENCES; FOR - THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY SHALL BE INSTALLED OVER MINIMUM j5� MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH-OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR
EPDXY: ITW RED HEAD A7 "�w�011111114111111111111110.0,PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF PREVENTION OF SUBTERRANEAN TERMITES. SAWCUTS: FOR CONTROLLED CRACKING CUT A 1" SAWCUT INTO SLAB IN A 20'x2O' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUT
REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. THEM' TZ� 4NSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT SLAB CALL EOR FOR ALTERNATIVE �,'K�ETHODS. UJ 7
0
DOCU T
STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50.,
WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. WOOD FRAMING SPECIFICATIONS:
LIMIT 3 -OF STRUCTURAL ENGINEER1,Nd DESIGN RESPONSIBILITIES:
LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE ALL WOOD FRAMING HAS BEEN DESIGNED �N ACCORDANCE WITH NATIONAL DESIGN SPECIFICATIONS (NDS) FOR' WOOD CONSTRUCTION, LATEST EDITI&Nr.-:- ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT
SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES ELASTIC WITH MASONRY, CONCRETE OR SOIL SHALL"BE PRESSURE-TREATED. IF, ACQ OR NON-DOT BORATE PRESERVATIVE TREATMENT IS �USED, ALL ATTACRED,�ASTENEFRS SHALL BE HOT DIPPED GALVANIZED. IF ACZA
LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, �,*-,,
MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psi WOOD PANFL SHEARWALLS," WALL FRAMING AND REQUIRED SHEI%THING AND PRESERVATIVE IS USED, ALL ATTAC14,ED' FASTENERS SHALL BE STAINLESS STEEL.
HEADERS IDNECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED
PRE-ENGINEERED WOOD T USSES: U. Ln Uj
PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT SHALL BEAR THE SEAL OF AN EN- INEER 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 0
SPECIFICALLY ADDRESSED, TRUSS-TO-TRUSS CONNECTION, AND ANY INSTALLED AT ALL TRUSSES A IN ATED IN THE TRUSS SHOP DRAWINGS. ALL TRUSS-TO-TRUSS CONNECTIONS AND TRUSS PROFILES ARt ,,TF+E Rt-,QSPONSIBILITY OF THE DELEGATED TRUSS ENGINEER. ALL 0 00
TECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. C
I(
ARCHI TRUSSES SHALL HAVE TEMPORSAR Y BRACING PER 'COMMENTARY' AND RECOMMENDATION FOR HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB-91." AT MULTIPLE STRAP 9 7
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. U
ROOF COVERING SPECIFICATIONS.
THE CONTRACTOR SHALL BE FRESPON�:flb!L VUN IHE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT SHINGLES SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING TO THE
MANUFACTURER'S REQUIREMENTS. LAY 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 z
METAL FLASHING AND VALLEY MATERIALS.
WATERPROOFING: 'D
Cn j
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/INSTALLATION OF ALL WATER PROOFING.
SIMPSON CONNECTORS WOOD FASTENINC) SCHEDULE PLAN LEGEND AND ABBREVIATIONS
UPLIFT MEMBERS CONNECTON FASTENER INTERIOR LOAD BEARING WALL BUILT-UP POST IN THE WALL
CONNECTOR SYP SPF FASTENERS FL# CODE TYPE 11 0
A35 450 450 12-8dxl '/2" 10446.4 TOP PLATE TO TOP PLATE FACE NA L 2-GUN NAILS @ 12 STAG. GABLE I X-BRACE, SEE DETAIL 8/S5.3
520 D 11478.3 TOP PLATE, LAPS/INTERSECTION FACE NA L (2-16d) 3-GUN NAILS 1-16-1/2 HEADER SIZE, JACK AND KING STUD
H2.5T 600 5-8d EA. EN DESIGNATES SHEARWALL. THE QUANTITY.
DBL. TOP PLATE TO STUD FACE NAIL (2-16d) 3-GUN NAILS
H8 620 530 5-10dxl '/2" EA. END 11470.3 1 ------------ HIDDEN LINE DESIGNATES SIDE OF DESIGN
RIM JOIST TO TOP PLATE TOE NA1- (8d @ 6") GUN NAIL @ 6" HEARWALL SHEATHING
MTS12 1000 860 7-10dxl '/2" EA. END 10456.3 Sw A PLIED. 8d @ 3/6 CRITERA
NAILING: To B P'
CEILING JOIST TO TOP PLATE TOE NAI- (3-8d) 5-GUN NAILS "/6 DESI NATES 8d COMMONS 0 3" AND
HTS20 1450 1245 24-10dxll/2" EA. END 13872.3 8d@3 0.C. EDGE & 6" O.C. "IN THE
13872,4 CEILING JOIST, OVER PARTITIONS FACE NAIL (3-16d) 4-GUN NAILS FIEL
MSTA24 1765 1270 9-10d EA. END CEILING JOIST TO ROOF RAFTER FACE NAIL (6-16d) 8-GUN NAILS GENERAL
MSTA36 2050 1870 13-10d EA. END 13872.8 ADJ ADJACENT LG - Long
JOIST/TRUSS TO PLATE TOE NAI- (2-16d) 3-GUN NAILS BM BEAM MANUF Manufacture NOTES
18-16d TO TRUSS/BEAM_ BOTTOM MONO Monolithic
HTT4 3480 3080 11496.2 RAFTER TO PLATE TOE NAI- (3-8d) 3-GUN NAILS BOT DO NOT SCALE DIVIENSIONS FROM
1-%"0 ROD TO FTG. BRG 13EARING OC On Center TI-ESE DRAWINGS.IF A DMENSON 15
32-16d TO TRUSS/BEAM JACK RAFTER TO HIP TOE NAI- (3-10d) 4-GUN NAILS CMU -IONCRETE MASONRY UNIT OSB Oriented Strand Board UNCLEAR REFER TO THE
HTT5 5250 4670 DBL DOUBLE PERP - Perpendicular ARCHITECTURAL DRAVONGS OR
1-5/8"0 ROD TO FTG. 11496.2 ROOF RAFTER TO 2x- RIDGE BM. TOE NAI- (2-16d) 3-GLIN NAILS DIA DIAMETER PRE ENG - Pre Engineered
EA - EACH PSF Pounds per Square Foot PLAN NAME
LUS28 930 780 6-10d TO HEADER 10655.113 CONT. HEADER, TWO PIECES FACE NAIL 16d@ 16" O.C. @ EDGE EE - EACH END PSI Pounds per Square Inch H.O.F
4-10d TO JOIST CONT. HEADER TO STUD TOE NAI- (3-16d) 4-GUN NAILS EOR - ENGINEER OF RECORD PT PRESSURETREATED DESIGN/DRAWN/CHECKED
14-16d TO HEADER EQ - EQUAL QT Quick Tie cS / WAC/LAP
HU410 905 785 10531.3-6 STUD TO SOLE PLATE TOE NAI�- (3-16d) 4-GUN NAILS EXT - EXTERIOR REINF - Reinforce DATE
6-16d TO JOIST - SOLE PLATE TO JOIST/BLOCKING FACE NAIL (16d @ 16") GUN NAIL @ 8" FBC - FLORIDA BUILDING CODE SF - Square Foot 02.26.15
ABU44 2200 5/o"O ROD w/ 12-16d 10849.6 FDN - FOUNDATION SPF -Spruce Pine Fur SCALE
FT - F OT SYP - Southern Yellow Pine FILE COPY AS NOTED
ABU66 2300 5/8"0 ROD w/ 12-16d 10849.6 NAIL SPECIFICATIONS FTG - �OOTING THRU - Through EPA No.
SET N/A N/A SIMPSON EPDXY-TIE 11506.4 3%0.131"0 = GUN NAILS 2`0.113"0 = RINK SHANK HDR - TYP - Typical COTE-15-00010
HORIZ HORIZONTAL LON Unless Otherwise Noted REVIEWED FOR CODE COMKIANCK
10-16d TO STUD/BEAM/POST 2"xO.113"O = 6d 2 /2"xO.131"O = 8d LBS - FOUNDS VERT Vertical CITY OF ATLANnC 1113EACH CONTROL No.
LTT20B 1675 1675 11496.3 3"xO.148"O = 10d 1/2"x0.162"O = 16d WWF Welded Wire Fabric SEE PERII FOR ADOMMAIL SHEET
1-1/2"0 ROD TO FTG. V/2%0.148"O = 10dx11/2 " 1 /2%0,131"0 = 8dxl '/2 W5W1RE&tW$M*QQNDffjQ"
LSTA1 2 805 695 10-10d 13872.5 REVIMW 3
S0,10
1705 1705 13-8d 10852.1 1 SHEET 1 OF
MATCH LINE
(ASYMBOI (; LEGEND
MATCH LINE
DESIGNATES FOOTING UNE
INCREASE STEMWALL FOOTING
i DESIGNATES SAWCUT LINE
WIDTH TO 3'-0" IN THIS REGION
Sim INTERIOR LOAD BEARING WALL
ADD 1-#5 CONT.
S1.01 7r— S1.01
(S:1 01 DESIGNATES SLAP RECESS Lou Ponti8o and-
BEAM OR TRUSS, SEE PLAN Associates, Inc.
420 Osceola Avenue
lax. Beach, Florida 32250
F2.5 Ph.242-0908 Fax. 241-9557
W/ 1 7 FL:CA# 8344 SC:CA#3579
-"\- -FIBE !MESH @ 1.5 LBS/CU.YD.
Ln
OF ONCRETE OR 6x6 W1.4xW1.4 -1 1 1
Fit
ON ISMIL VAPOR BARRIER CD 00.......
IN *EPARED GRADE.-\
PROVIDE REINFORCING IN (3) 0 ;;'o iv� 0
.01 1 1 1 w
ri - 4" CONCRETE SLAB W/ CELLS OF STEMWALL DIRECTLY (D V E 0
S1.01 --14\-FIBERMESH 0 1.5 BS/CU.YD. / BENEATH POST. GROUT ALL
CELLS SOLID z .53311
0
.
'��s�-01 PROVIDE SAW CUTS PER WWF ON 6MIL VAPOR BAR`RIER
1 1.01, BUILDER TO IN PREPARED GRADE.-\, X
COORDINATE WITH FINISH 1-7-1 C0
----------------- Fj
FLOOR MATERIAL. 0 L
4-- PROVIDE SAW CUTS PER Luis A.. P onti8o, PE
2/S1.01, BUILDER TO
U
COORDINATE WITH FINISH \kS1.01)/ FL PE#53311
FLOOR MATERI �L.
— — — — — — — — -j 8'-3" V-2" Ri�iSIONS DATE
LLI-7 F2.5
F2.5 F2.5
<
SIM
12"x12" THICKENED 12" CMU STEMWALL AT 12"x12" THICKENED
SLAB EDGE w/l-#5-/ DOUBLE WALLS (3 PLACES) \-SLAB EDGE w/1-#5
CONT, SEE 4/S1.01 CONT, SEE 4/S1.01 Fr. I L
(SIM) (SIM) F-
MATCH LINE ao K��FID ALT�ERAnON�
all CONTRACTOR SHALL CONTACT LOU
MATCH LINE PONITIGO a ASSOCIATES PRIOR TO
- Fr-7, MArJNG ANY STRUCTURAL FELD
'ASE STEMWALL FOOTING 04�� 1 00 MODIFICATIoNs WFICH MAY VARY
FROM THE INTENT OF THE ORIGINAL
CONSTRUCTION DOCUMENTS.ANY
0 m FIELD ALTERNATIONS MADE PRIOR To
3'-0" IN THIS REGION. Sim BFJNG APPROVED BY LOU PONRIGO fi
ADD 1-#5 CONT. V F--1 V —+ ASSOCIATES MAY RESULT IN
1 1 S1.01 ADDITIONAL ENGINEERING OR
S1.01
X
- - - - - - - - - - - - -- - - - - - - - - -
1`2�5 F I
610
3
S I
NV S1.01
Sim Sim
LL
12" CMU STEMWALL
AT DOUBLE WALLSA—J' Sim .01 SAWCUT
(3 PLACES) Ljj
F=
L F
12
S1101 LI
A
PROVIDE 2-#4x4
CORNER CRACK B
A
AT SLAB MID-DE TS SAWCUT
faaaaaa,
10
S1.01 <1
1-- (/)1
0
0
SAWCUT
0
__j
5< U) R
FOUNDATION
PLAN
__j
<* DO NOT SCALE DIMENSIONS FROM
THESE DRAWNGS.IF A DIMENSION IS
UNCLEAR REFER TO THE
-A IINCS DR
0 P_
�C=T=�LIIDEPE\
PLAN NAME
FOOTING SCHEDULE AND NOTES H.O.F
TYPE LENGTH WIDTH DEPTH BOTTOM BARS FOUNDATION PLAN DESIGN/DRAWN/CHECKED
F2.0 2'-0' 2'-0" 1 1 CS / WAG/LAP
—01, 3—#5 EA. WAY BOT. SCALE: 1/4" 1'—D- DATE
F2.5 2'-6- 2'-6- 11-0. 3—#5 EA. WAY BOT. 02.26.15
F3.0 3'-0- 3'-0' 11-011 3—#5 EA. WAY BOT. SCALE
F3.5 3'-6- S-6" 11-011 4—#5 EA. WAY BOT. AS NOTED
F4.0 4'-0" 4'—O' --F-17 0---F 4—#5 EA. WAY BOT. LFA No.
F4.5 4'-6" 4'-6" 1 1'-0" 1 4—#5 EA. WAY BOT. COTE-15-00010
1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE CONTROL No.
FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS,
STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR
REFERENCE ONLY. SHEET
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 S I ,0
PROCTOR IN ACCORDANCE NTH ASTM D 1557.
"/4" DEEP SAWCUT w/
ELASTOMERIC SEALANT3 SLAB �N GRADE,
SEE P -AN
TYPICAL WALL FRAMING AND ANCHORAGE E
PER CONSTRUCTION SPECS.
1#5 CONTINUOUS, PROVIDE NOTES:
CORNER BARS (TYPICAL) 1) PROVIDE SAWCUTS TO CREATE Lou Pontigo and
ONO SLAB FOOTING AT PORCHES, APPROXIMATE 16' X 16' MAX. SQ. Associates, Inc.
HEN SPECIFIED ON PLAN. 2) SAWCUT CONIC. SLAB W THIN 4 420 Osceola Avenue
SLAB ON GRADE, TO 12 HOURS OF CONC. jax. Beach, Florida 32250
Ph. 242-0908 Fax. 241-9557
-- SEE PLAN. PLACEMENT.
MATCH DOOR
SAWCUT DETAIL W TH, SEE ARCH.
GRADE OR CONC. AT WALLS GREATER THEN r2 RECESS BRICK VENEER IS
SLAB, SEE PLAN. -- SLAB ON ....
4'-0" HIGH, NOTIFY E.O.R. SCALE: 3/4" 1'-0" GRADE, WALL FRAMING--,," ACCEPTABLE WITHOUT No% P
��-O I INCREASE OF FOOTING LU 01% 0)v
ARCH.
SEE PLAN.
SIZE. E &
LAYOUT PLAN. TYPICi\L WALL FRAMING
PAVING
STEMWALL REINFORCEMENT AND ANCHORAGE PER STEP, SEE ARCH. PLAN.
j=
BY BUILDER
CONS rRUCTION SPECS.
CMU 115 CONT. SLAB ON z
REINFORCING DETAIL 4B GRADE,
#4 DOWEL TO MATCH a
COURSES 11 1 . 2-#5 CONT. E.J. l-f 0.
WALL REINFORCING. .4 CO SEE PLAN. OF
1 TO 6 #4 VERT. 0 48"O.C. SLAB ON MATERIAL 12"xl 2"
5z I t.
I I SLAB ON 4. CO
7 TO 10 #4 VERT. 0 24"O.C. CONT. CONCRETE FOOTING GRADE, 4, GRADE,
SEE PLAN.
00,
SEE PLAN.
12 #4 VERT. 0 8"O.C. 1 0"x20" w/(2)#5 CONT.
11 To 0
Luis A. Pontigo, PE
TEM WALLS OVER 6 COURSES TO to I N <�:�\\\��
H rAE TRU SS TYPE HORIZ. JOINT #3 @ 24" O.C. 8"x2O w/(2)#5 CONT. FL PE#53311
V
REINF- BETWEEN EVERY OTHER OR BARCHAIRS 8"x20" w/(2)#" CONT. TIICKENED EDCEI��8\"
COU RSE. FILL CELLS SOLID.
it/ 1-#5 CONT. DETAIL 4A REVISIONS DA E
MONO FOOTING AT STEP DOWN
STEM WALL AND FOOTING BEARING AT INT17-RIOR TF ICK,ENED SLAB r5
I
(SIM. AT PORCH EDGES w/o WALL) \S`1-01� SCALE: 31,,"=1 _0" SCA _E: 3/4" 1'-0" SCALE: 3/4"=l'—O"
-1�_O 1 0�i
R�ELDALTE�RA-nON
CONTRACTOR SHALL CONTACT LOU
PONTIGO Is ASSOCIATES PRIOR TO
MAKING ANY STRUCTURAL FIELD
MODIFICATIONS WHICH MAY VARY
FROM THE INTENT OF THE ORIGINAL
STEP, SEE DOUBLE FRAME WALL AT CONSTRUCTION DOCUMENTS ANY
ARCH. TYPICAL WALL FRAMING FIELD ALTERNATIONS MADE PRORTO
AND ANCHORAGE PER STEMWALL EXTENSION BEING APPROVED BY LOU PONTIGO&
ASSOCIATES MAY RESULT IN
(4" MAk) ADDITIONAL ENGINEERING OR
EQUAL TO SLAB CONSTRUCTION SPECS.
THICKNESS. — ----I— _/1'
1 -#5 CONT., PROVIDE SEE 6/S1 .01 SOLE PLATE ANCHOR, 12" CMU OPEN BOTTOM LINTEL
/-- CORNER BARS (TYP.) SEE 2/S2.0 BLOCK w/ 1-#5 CONTINUOUS
I/�6 SLAB RECESS SEE ARCH PLAN
�S`1.01� SCALE: 3/4"=1 I-011 SLAB ON
52 1 1 4
1 _ All GRADE, 12" CMU STEM WALL W/
A— SLAB ON
90* BEND INTO FTG. LL
4 SEE PLAN. #4 VERTICAL DOWELS @ 24" O.C. GRADE-
SEE PLAN
CONCRETE STAND-OFF PAD TO
MATCH ARCHITECTURAL COLUMN ,,W
PER PLAN.
_Q
,Q
P,POST
DIMS. FOR BOX COL. w1#3' - - - �'I SHOWER PA OP S 0 DRAIN, SEE ARCH
HAIRPINS AT EA. CORNER & #3 --\ a TYPICAL ANCHORAGE Z_=f, "E M I'NT
N 'L
CLOSED TIE AT TOP PER CON-ST. SPECS. 2� PLAN. MAINTAI 4 SLAB THICKNESS. 00
T/PAD = HOUSE PAVERS \BY 00
FINISH FLOOR T 7 OTHERS Of
<
4 LLJ
4 4 _j LU
4 As �4 -to L)
STEMWALL, SE 1 /S1 .O CONTINUOUS CONCRETE�
I IN Cj
3" CLE 7
TYP
U
CONCRETE FOOTING 1 0"x20" #3 @ 24" O.C.
PAD (SEE PLAN) S w/ 2-#5 ,CQNT.. 1 OR BARCHAIRS
7 AT BOX COLUMNS FOOTING W/ SHOWER RESESS TEMWALL AT DOUBLE WALL z
1\�-O 1 SCALE: 3/4"=1"_0" \��-01 S1'ALE: 3/4"=l'—O" ��-O 1 SCALE: 3/4" 1'-0" CIO
OVERLAP SIDEWALL D
T OP PLATE
GARAGE
HEADER
TYPICAL WALL FRAMING AND ALWAYS PLACE GOAL POST. FASTEN TO STUD
ANCHORAGE SEE SHEET S2.0 HEADER AT PACK WITH 2-ROWS OF 16d
TOP OF ROUGH RING SHANK NAILS @ 12" O.C.
OPENING DRILL & EPDXY #4 0 18" O.C.
(2)20go STRAPS & BEND DOWN INTO STAIR.
ATTACH GARAGE DOOR THRU
HEADER TO JACK
CONIC. STAIRS
SOLE PLATE ANCHOR, (2)2x6 KING STUDS----- UPRIGHT BUCK DIRECTLY INTO
8" CMU OPEN BOTTOM LINTEL SEE 2/S2.0 FULL HEIGHT STUD PACK, PER GARAGE DOOR L SECONDARY POUR
z
BLOCK W/ 1-#5 CONTINUOUS (2)2x6 JACK STUDS— THREADED ROD SUPPLIER #4@ 18" O.C.
j4T/CMU = T/SLA SEE PLAN DOWELS BEND
FOUNDATION
1%10 8" CMU STEMWALL w/
@ MAIN HOUSE FULL HEIGHT 2 2 2 #5 VERT. HOOKED 100 INTO STAIRS.
(2)2x STUD CORNER -, THREADED ROD 2 FOOTING @ 40" O.C. 4" MIN. DETAILS
1-#5 CONT. 8" CMU STEM WALL W/ I 'Z_ EPDXIED 12" 0 0 BEND 2'-0" INTO SLAB
11 :-> 1 6 6 6 6 6
#4 VERTICAL DOWELS @ 24" O.C. (TYP) GRADE OR SLAB
z P.T. SOLE PLATE-\
90* BEND INTO FTG.
IN A ----- GARAGE
SOLE PLATE HTT5
SLAB ON DO FLOOR DO NOT SCALE DIMENSIONS From
GRADE- z ANCHOR TH UNCLEAR
ARCHITECTURAL DRAW KIES OR
SEE PLAN-F 1 00 SOLE PLATE CONTACT THE ECR.
ANCHOR
GARAGE WING WALL SECTION
< 4 TYP. FTC. EXTEND TYP. FTG @ PLAN NAME
AT GARAGE OPENING. WIDTH, SEE STAIRS & PROVIDE H.O.F
DESIGN/DRAWN/CHECKED
T CONTINUOUS CONCRETE
�r .A 1 4 DETAIL 1/S1.O #4@ 18" O.C. E.W.
CLE FOOTING .4 N OTES: CS / INAC/LAP
DAT E
TYP
1 ALWAYS PLACE GARAGE HEADER AT TOP OF ROUGH OPENING. 02.26.15
SCALE
1 0"x20" 3 @ 24" O.C. GARAGE WING WALL ELEVATION AS NOTED
w/ 2-#5 CONT - # LPA No.
OR BARCHAIRS
COTE-15-00010
3 CONCRETE STAIRS ON GRADE CONTROL No.
GARAGE STEMWALL rWHENN�11 GARAGE HEADER FRAMING
SCALE: '/4"=1'—O" 01 SHEET
S1 ,01
Uj
MATCH LINE m SYMBOLS LEGEND
M A T HIm I LININTE I I DESIGNATES SHEARWALL. THE HIDDEN
--- LINE DESIGNATES SIDE OF WALL THE
SVt 3/6 SHEARWALL SHEATHING TO BE APPLIED,
(3)2x6 SPF#2 Bd 0 .3/6 DESIGNATES 8d COMMONS 0
-y4" SB HEAR WALL. POST BOTH ENDS 3" O.Q EDGE & 6" D.C. 'IN THE
SW NAILING: SW 14AILING: OF BEAM. OSE3 SHEAR WALL. nELO*
8d@3"/6' 8d@3-'/6'- SIN NAILING: DESIGNATES THE HEADER SIZE AND
0 F BEAM. (2)M-1/2 NUMBER OF PLYS DESINATES NUMBER, mill-,
8d03"/6" HEADER SIZE & JACKAING STUDS
(2)14" LV�L-2/2 !/2 NEEDED FOR SUPPORT HEADER. Lou Pontigo and
7fr SSOcia eS, nc.
TEN LVL HEADER To
;+7 P W/ UC 10 420 Osceola Avenue
�x FASTEN LVL HEADER TO lax. Beach, Florida 32250
9=0 It PSL POST w/ HUC410 BEAM OR TRUSS. SEE PLAN Ph.242-0908 Fax.241-9557
L=jj UP G STRAP HEADER PER ANCHOR LEGEND
HANGER FL:CA# 8344 SC: CA#3579
I') - %" A307 DIAMETER FULL HEIGHT
C14 X THREADED ROD, SEE DETAIL 5/S2.0
>
01 T ......?I
PO/V
M. C3 to
> _j X W A.307 DIAMETER FULL HEIGHT
b J N, X5 THREADED ROD, SEE DETAIL 5/S2
< 1 .8 � .2 \ E
C14
00 2 - %" A307 DIAMETER THREADED ROC�j
< 00
TERMINATES AT FIRST FIOOR TOP
PLATE. SEE DETAII 5/,
C_\I @ I :
Z
04 LJ CA X A307 DIAMETER THREADED RO A . OF
-------------- - TERMINATES AT FIRST FLOOR TOP A-
(3)2x6 SPF#2 PLATE. SEE DETAIL 5/S2.0
POST BOTH ENDS (A -1 rD 5.5x5.5 1.8E PARALLAM PSL �p
n X STEEL TO STEEL WALL STGID SCHEDULE
OF BEAM. (0 L� C14
> CL _j -1, 1 STEEL TO POST, SEE \-POST DIRECTLY 13ENEATH
X CONNECTION, SEE DETAIL
DETAIL 6/S2.2 STEEL BEAM (3 PLACES) LOCA11ON PLATE STUD SIZE
5/S2.2 HEIGHT & SPACING Luis A. Pontigo, PE
EXTERIOR-- 2X4 SPF#2 0 16' D.C. E#53311
MAX
C14 EXTERIOR W-1 2x6 SFF#2 0_16- O.C.
I X -::::i I R MAX 2x4SPF#2 0 12" O.C. ��59ONS DATE
SW NAILING: FASTEN LVL HEADER TO To'-
8d@3"/6" EXTERIOR 2x6 SPF#2 0 16- D.C.
14'-
X PSL POST w/ HUC410 ---
N IO'_0"
(3)2x6 SPF#2 LLJ I HANGER INTERIOR MAX 2x4 SPF#2 0 16* D.C.
>1 \-POST BOTH ENDS > CN
12'-0' 2X6 SPF#2 0 16" O.C.
C OF BEAM. 0 INTERIOR MAX 2x4 SPF#2 0 12" O.C.
ml N
< r X SEALROMML
(2)14" LVL-2/ C(2)14" LVL-2/3 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE
< < 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN.
LL LLJ
MATCH LINE m CONTRACTOR MAY INCREASE STUD SIZE TO MEET
ARCHITECTURAL REQUIREMENTS.
J!��_FIFJLD AIL�TEPAMON�
MATCH LINE 3.) SPF DENOTES SPRUCE PINE FIR_ SYP DENOTES SOUTHERN
X YELLOW PINE. CONTRACTOR SHALL CONTACT LOU
(3)2x6 SPF#2 PONT1GO&ASSOCIATES PRIORTO
MAKING ANY STRUCTURAL FIELD
4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES,
-Y4 SB SHEAR WALL. POST BOTH ENDS X MODIFICATIONS WHICH MAY VARY
5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS FROM THE INTENT OF THE ORIGINAL
SW NAILING: f ROVIDE MIN (2) CONSTRUCTION DDCUNENTS ANY
TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16" D.C. FIELD ALTERNA nONS MADE PRIOR TO
8d@3"/6" OF BEAM. -Y4" OSB SHEAR Wi IN TI RMEDIATE ,:IACK MINIMUM. SEE 2/SO.O FOR ADDITIONAL ANCHORS AT BEING APPROVED BY LOU PONTIGO a
SW NAILING: 2 SHEARWALLS ASSOCIATES MAY RESULT IN
ATTA & M 13ASE S1 GENERAL NOTES ADDITIONAL ENGINEERNG OR
(2)14" LVL-2-/2 (2)14" LVL-2/, STUDS' EE I
8d@3"/6" A2� I FOR
54 �5
qz- X z /.�I I z 14!11 44Z4 11171 1. SEE DETAIL 2/S2.0 FOR WALL FRAMING DETAIL.
SEE WALL STUD SCHEDULE THIS SHEET FOR STUD
><
(2)2 6- SIZES AND SPACING. AT GIRDERS AND BEAMS,
,�w A�
I
FASTEN LVL HEADER TO SW NAILING:
PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER
PSL POST wl HUC410 S NAILI G: PLIES.
8d@3"/6" IK
UP STRA Cj _j d@3"
HANGER P HEADER PER _j 2. SEE SHEET SO.0 FOR ROOF AND FLOOR
- <
1/S1.1 - �:: - SHEATHING SPECIFICATIONS.
CN
I F_
@ m 2x6 SPF#Z' 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE
0 \J T BOTH ENDI T'l PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES H
cN IAj TOGETHER PER DETAIL 2/S2.1
m M. I
I X
0- _j FASTEN BEAM Y 4. INSTALL SOLE PLATE ANCHORS PER DETAIL
_j 2/S2.0
Z) w/(2)HTS16 EA. L LU
to LI_
f
X END 5. AT PORCHES, SEE DETAIL 4/S2.0 FOR FRAMING
N AND HOLD DOWNS UJ U
(2)2x6-1 I
SW NAILING:
8d03-/6" n1
1w
U. V) UJ
El 7 00
X
C\1
U
rn z
KI J
IF TRUSS REACTION EXCEEDS Z
2300lbs PROVIDE CRIPPLE STUDS
DIRECTLY BENEATH TRUSS (3)2x6, SPF#2
POST BOTH ENDS
OF BEAM.
_B�AM ABOVE
fe
> SHEAR WALL BELOW, SEE
0
m PLAN
INSTALL FITT5
4 4 >
< I 16d COMMONS
�S1.01 PER 11/S1.01-
Ld (TYP) IST LEVEL
WALL
11 A
FRAMING
((3)1.75xll.88 1.9E LVL-2/2�
ROUGH OPENING, SEE J!9 SHEARWALL SHEATHING.
ROUGH OPENING, SEE 11/S1.01
TRUSS UPLIFT TABLE AT LEFT TRUSS UPLIFT TABLE AT LEFT FASTEN TO TRUSS
SEI PLAN
SW NAILING: SIN NAILING: PRE-ENO. FLOOR VERTICALS AND WEBS
8dO3"/6- 8dO3-/6" W/0.113x2Y2" GUN DO NOT SCALE DIMENSIONS FROM
TRUSS THESE DRAWNGS.IF A]DIMENSION IS
NAILS @ 6" O.C. UNCLEAR REFER TO THE
HEADER DOWN CONNECTION HEADER UP CONNECTION 16d COMMONS ARCHITECTURAL DRAININGS OR
CONNECTION UPLIFT CONNECTOR CONNECTION PLAN NAME
CALL OUT UPLIFT CONNECTOR _IR @ 6 0.C. H.O.F
CALL OUT I .ST LEVEL WALL FD AMI G PLAN- SHEATHING CONT. 7)
A H2.5T @ 32" O.C. TOP & BOT A LS18 0 32" O.C. SCALE: 1/4� 1'-0" OVER TOP PLATE. DESIGN/DRAWN/CHECKED
_L - CS Z WAC/LAP
B SEE PLAN B SEE PLAN DATE
C (1)MSTA24 STRAPS C (2)CS16 STRAPS 02.26.15
SHEARWALL, SCALE
D FULL HGT 5/8" THREADED ROD D FULL HGT 5/8" THREADED ROD SEE PLAN. AS NOTED
LPA No.
COTE-15-00010
HEADER TIE DOWN SHEARWALL CONNECTION CONTROL No.
WHEN 1 r2
NOTED S1.1
THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN SHEET
S101
I/ SHEET 4 OF 1
Ld 'It THA422
hATCH LINE m A422 Of 1 -1 1 F1 Q) SYMBOLS LEGEND
INN m"IIIIIIIIIIIIII11*61HI-IHI--------- I wommomm
X MATCH LINE
LLJ LLJ
z H2.5T DESIGNATES UPLIFT CONNECTION.
0 THA422
THA422
0� F1 6)
7c_ DOUBLE FRAMING PLAN NOTES-
I. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE
THA422 F_ F16 THA422 OIST SHEET SO.O.
2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN.
40� (1)H2.5T CONNECTOR.
3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET SU Lou Pontigo and
THk422 r F1 R THA422 4. FOR TRUSS UPLIFTS UP TO 2200 LBS., CONTRACTOR Associates, Inc.
—I —: = = 7 = - . .... - w/QT PER MANUFACTU
I I V& IT I I P-T 1 5. WHEN USING (2)H2.5T CLIPS ON 1 " MDE LUMBER, sceo a venue
"--2-HT� -H S16 -` PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE
422 /-V LS70 CLIP AT EACH FROM EACH OTHER. lax. Beach, Florida 32250
-----TTF-- :m JOIST TO JOIST AND Ph. 242-0908 Fax.241-9557
\-2-HTS16 RIMBOARD (TYP) FL:CA#8344 SC:CA#3579
TI- 422 S2.2
U P
STEEL TO STEEL U ...........
CONNECTION, SEE \C,E
C
) 422 _j DETAIL 5/S .4
0 0 _j 4 53311
F'I 8 J/
< _S2.2 z
5
1 1,422 04
W12x58 STEEL EAM TE OF
SHEATH UPPER WALL- @ <
ORID?"
THRU LOWER ROOF-' T]1422 CL FROM S2.3 ('14 Ld ...... CN
TO BEAM BELOW.
MAIITWO_U�;E F.F. r
In _j L
THA422 Z) Luis A. Pontigo, PE
(0 L� (A I x10 SYP#2 FLOOR JOISTS @ 16" O.C.
X FL PE#53311
2 HTS16
L DOUBLE
r""`�SIONS� DATi�
JOIST
F2—HTS1 6 2—HTS1 6
THA422 ZZZ==[= F1 6) THA422 PONY WALL OVER
/-HEADER BELOW, SEE
F1 r� THA422 3/S2.2
THA422
_j
THA422
F1 F, THA422
0 Ub FIELD ALMRATION
:E THA422 :2
A422 Of F1 F) I I I IF I CONTRACTOR SHALL CONTACT LOU
MATCH LINE m TH ----- I
------ --------- C) PONTIGO a
MATCH LINE MAIaNG ANY STRUCTURAL FIELD
LIJ Ld
Z MODIFICATIONS WHICH MAY VARY
THA422 0 F16 THA422 FROM THE INTENT OF THE ORIGINAL
=;z fR < L-) NDERFRAME CLG
4 CONSTRUCTION DOCUMENT�S.ANY
of Lli FIELD ALTERNATIONS MADE PRIOR TO
CD U BEING APPROVED BY LOU PONTIGO&
LL bi AS NEEDED —I\ ASSOCIATES MAY RESULT IN
THA422 F1 6 THA42 ---FT2,-- — I I 'n —TD5- ADDITIONAL ENGINEERING OR
S2.2
V)
d' 'T —TTY5-
F16 A422 __I =;= I I�
422 1 — ^2 F14
I Jill 11
2��H -H S16
F 04 3
3 r
I 'k S2.3
UP S2.2 I Ij 1-'14
E 22
2!
0
0
422
1 422
A422
W422
Qt
3
rove)
3
S2.2 PIERRFRAME CL
1 D C5
A NEEDED; C5 U.
STEEL IU EEL FU4
CONNECTIO SEE
b DETAIL 5/
Uj
FULL DEPTH FLUSH
F03A 1'U15
(2)PLY LVL BEAM
BENEATH EXT WALL FU2
FRAMING ABOVE
F02 U. ui
U'l
-BLOCKING WIIHING FLUUM SYSTEM
/__T I PPORT ALL ABOVE, SEE
7/S2.13, U
F
__7_0T
Ld
11'_0" CLG FROM FOT
V)
MAIN HOUSE F.F.
r3-'I\
F U'l V.3 j
.>. F 01
I INS 7U1 PROVIDE )/2" CDX PLYWOOD CEILING
I INS DIAPHRAGM IN THIS REGION TO UNDERSIDE
HTS1 _779T OF FRAMING. PROVIDE BLOCKING ALL AROUND
BM04 WALL INTERSECTION. FASTEN w/8d @ 3" O.C.
I/ y (TYP)
T 4
A FLOOR
< < TRUSS
ZiF PLACEMENT
,O'k"50' V'57 7, 7 z, 1 7 /1 1 A yI /' /II /
0 0 0
PLAN
2- TS16
DO NOT SCALE DIMENSIONS FROM
THESE DRAWINGS.IF A DIMENSION 15
UNCLEAR REFER TO THE
ARCHITECTURAL DRAWINGS OR
CONTACr THE FOR.
PLAN NAME
r KOFF
DESIGN/DRAWN/CHECKED
FLOOR TRUSS PLACEMENT PLAN CS / WAC/LAP
DAT E
SCAL-__: N.T.S. 02.26.15
SCALE
NOTE: AS NOTED
1. FA3TEN ROOF TRUSS TO TOP PLATE w/ 2-12d TOEIFIAILS AND LPA No.
UPLIFT CONNECTOR, SEE PLAN.
COTE-15-00010
CONTROL No.
SHEET
S1 ,2
SYMBOLS LEGEND
Ed MATCH LINE DESIGNATES SHEARWAILL THE HIDDEN
RONNIE MENEM I INNER mommosesom so LINE DESIGNATES SIDE OF WALL THE
ATCH LINE _j _j SVt 3/6 SHEARWALL SHEATHING TO 13E APPLED.
_j _j SW NAILING: 8d 0 3/6 DESIGNATES Bd COMMONS 0
< < 3" D.C. EDGE & 6* D.C. "IN THE
3: 1 �9: e. FIELD"
BdCY/6-
SW NAILING:
771 , < STRAP W
8dOY/6- < ALL PER DETAIL 10/S2.3. DESIGNATES THE HEADER SIZE AND
------- (2)2x8-1/2 NUMBER OF PLYS DESINATES NUMBER, loll
HEADER SIZE & JACK/KING STUDS
V) NEEDED FOR SUPPORT HEADER.
R. Lou PontigO and
X —---I L2 2 x 6=-1 1 Associates, Inc.
(2)2x6-1/1 420 Osceola Avenue
> BEAM OR TRUSS, SEE PLAN jax. Beach, Florida 32250
Ph. 242-0908 Fax.241-9557
FL:CA# 8344 SC: CA#3579
cl� 04 ANCHOR LEGEND
V) U)
00 0') A307 DIAMETER FULL HEIGHT ...... ........
_j X THREADED ROD, SEE DETAIL 5/S2.0
< C14
j
< Lf
(N I-_ N C. E
Ed W A307 DIAMETER FULL HEIGHT
0 _j 0 X5 THREADED ROD, SEE DETAIL 5/S2.0
>
Of 0 %X0.533 11
Cj X
Eli Ed
SHEATf (ALL 0- Lr) CL A307 DIAMETER THREADED ROD ff
< TERMINATES AT FIRST FLOOR TOP 0 z
PLATE, SEE DETAIL 5/S2.0
THRU LOWER R001- lu _j _j
BEAM BELOW.
<
J� <
X" A307 DIAMETER THREADED ROD
R5 TERMINATES AT FIRST FLOOR TOP
SW NAIL NG: PLATE, SEE DETAIL 5/S2.0
a- C14 Ed N
8dO3"/5- < < :*=m X
U_ WALL STUD SCHEDULE
V) (A _J
X
N PLATE STUD SIZE
to I I LOCATION Luis A. Pontigo, PE
X N HEIGHT & SPACING
04 9. FL PE#53311
EXTERIOR
MAX
EXTERIOR 10,-1 2x6 SPF#2 0 16" D.C. OL
MAX 2X4 SPF#2 0 12' D.C. Fi -90NS DATE
N X EXTERIOR 10,_1 TO 2x6 SPF#2 0 16" D.C.
14'-0"
C14
V) V) INTERIOR 2X4 SPF42 0 16' D.C.
MAX
00 00 X 0.
C4 1 ------------------------------ ---- INTERIOR 12'- 2x6 SPF#2 0 16' D.C. _QL
_j MAX 2x4 SPF#2 0 12" D.C.
I_-
CIJ Lj X
LLJ X 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE
CN
2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN.
CONTRACTOR MAY INCREASE STUD SIZE TO MEET
bj Lj ARCHITECTURAL REOUIREMENTS.
cE. MATCH LINE K�F[�DALTE�RA-nON
NONE I MON1110101111 nommosommool RON
cj _j 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN
MATCH LINE SIN NAILIN 4:7, YELLOW PINE. CONTRACTOR SHALL CONTACT LOU
PONTIGO&ASSOCIATES PRIOR TO
< < "/6" ALI N SHEAR WALL WITH — 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. MArJNG ANY STRUCTURAL FIELD
BdO3 X I MODIRCAnONS WFICH MAY VARY
tEARWALL ON FIRST FROM THE INTENT OF THE ORIGINAL
CIL 0- 'r� I X 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS CONSTRUCTION DOCUNIENTS ANY
< < ISTRAP WALL PER DE_ FLOOR N TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16" D.C. REI-D ALTERNATIONS MADE PRIOR To
C14 MINIMUM. SEE 2/SO.O FOR ADDITIONAL ANCHORS AT BEING APPROVED BY LOU PONTIGO&
Of Lr Lj� SHEARWALLS ASSOCIATES MAY RESULT IN
V) SW NAILING: ADDITIONAL ENGINEERING OR
'2)2
x6-1/1 INSPECT0N FEES,
c� GENERAL NOTES
X
(2)2x6-1/1
0 1. SEE DETAIL 2/S2.0 FOR WALL FRAMING DETAIL.
X 5 SEE WALL STUD SCHEDULE THIS SHEET FOR STUD
X
_j SIZES AND SPACING. AT GIRDERS AND BEAMS,
< PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER
F_ PLIES.
Ed
X 2. SEE SHEET SO.0 FOR ROOF AND FLOOR
(If
SHEATHING SPECIFICATIONS.
LLI
o- 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE
PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES
_j
((2)2x10-1/2) TOGETHER PER DETAIL 2/S2.1
IREMEMEN
STRAP WALL PER 4. INSTALL SOLE PLATE ANCHORS PER DETAIL
DETAIL 8/S2.3. 2/S2.0
<
5. AT PORCHES, SEE DETAIL 4/S2.0 FOR FRAMING
V) AND HOLD DOWNS Uj
nI
X 1ENNN
X N
N
H V) Uj
NEr U
cl� MENOMINEE
V)
ED ---4---------------- REMEN
X
N [E
C,4 X
< Cli z
----------------
LLI 0 rn
LLI
REEMEN
X
N
N T1
X
N
I
N
(i)2x6—':/1)
2nd LEVEL
WALL
F 11 A
IXAMING
_j (n
(2)2x6:��/l (2)2x6-1/1 (2)2x6-1/1 PLAN
_j
0- < STRAP WALL PER DETAIL 8/S2.3. 2x4 SYP#2 CATS AT 12" FLOOR OR
< F-- 11 --------—-—-- O.C. FASTENED TO TOP //— ROOF TRUSS. DO NOT SCALE OWENSIONS FROM
00� Ed THESE DRAVVINGS.IF A 13MENSION 15
PLATE w/ 4-0.13lx3" UNCLEAR REFER TO THE
SW NAILING: 8clCY/6" ARCHITECTURAL DRAWINGS OR
----------- COMMON.
1 1��'r T
_�7 �g T PLAN NAME
FASTEN CATS EACH H.O.F
SECOND LEVEL WALL FRAMING PLAN END w/ 3-0.blx3" DES[GN/DRAWN/CHECKED
SCALE: 1/4" 1'-0" COMMON TOE NAILS CS / !��p
DATE
SHEARWALL OR—/ 02.26.15
EXTERIOR WALL SCALE
AS NOTED
LPA No.
COTE-15-00010
SI=A CONTROL No.
HL-J-%RWALL CONNECTION
SHEET
S I ,3
S�HE E T 6 0�Fj 1
D
Xf <
1�� I LU
MATCH LINE IH R14 i 1 11
I IIIIIIIIIN on 11mmmmmmmm11111m INNEIIIIIIIIIIIII H2.5T DESIGNATES UPLIFT CONNECTION.
2x6 SYP# STRUCTURAL MATCH LINE
FASCIA. FASTEN AT EA. 13 FRAMING PLAN NOTES-
TRUSS TAIL w/(2)A35 1. FOR TYPICAL R66F SHEATHING AND FRAMING, SEE
S2.3 .. .............. SHEET SO.O.
CLIPS (TYP) 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN.
(1)H2.5T CONNECTOR.
3. FOR GENERt DESIGN SPECIFICATIONS SEE SHEET $QA Lou Poritigo and
4. FOR USS PUFTS UP TO 2200 LES., CONTRACTOR
X CD amm Associates, Inc.
r\1 0 J26 Ld LLJ LLJ w w/QT PER MA FA CIFICATtONS.
R12
IN 5. WHEN USING (2)H2.5T CLIPS ON 11/," WIDE LUMBER, 420 Osceola Avenue
IN PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE jax. Beach, Florida 32250
7 y CJ 2 : FROM EACH OTHER.
HTS16 OE R11 H Iya Ph. 242-0908 Fax. 241-9557
FL:CA# 8344 SC:CA#3579
A/
J 0 E HTIJ2E 2'4" 0 C cj �
4E R10
C14
<
J04
6E iE -�-z- t2)HTS1 6—
IT11 6 &L "Al
I GEN
R21 Nub ,
(�)HTSI 5--//
R05
53311
R/N
S2.3 S ATE OF
R )3
-.0R1
R20 SC ...........
PROVIDE TRUSS BLOCKING BETWEEN
R20
CN --- EVERY OTHER TUSS SPACE WHERE Luis A. Pontigo, P E
TRUSS HEEL EXCEEDS 15" SEE 7/S2.2 FL PE#53311
R20 (TYPICAL)
R( 1A
i
R18 R(
c� AT119A -------------------------
4D kl� R1 �z
6
U)
HTS16 V) ROIA
R15 R01 B
RELD ALTERAMON
<
R01C d CONTRACTOR SHALL CONTACT LOU
MATCH LINE R14 I- - 6 MAKING ANY STRUCTURAL FIELD
2 soon IIIIIIIIIIIII0001 Rossi Immomm"11100001 R02 MODIFICATIONS WHICH MAY VARY
MATCH LINE FROM THE INTENT OF THE ORGINAL
CONSTRUCTION DDCUMENI-S,ANY
R03 BEING APPROVED BY LOU PONTIGO&
ASSOCIATES MAY RESULT IN
------- S2.
R04 INS
11A
lF7—/1-1 R05
00
R12 L12E LLJ LLJ LLJ R06
r---------I
H lu��
i HT
R11 r- -K S16-
-H TS1 C\ 'U26 R23
co
D.C. �413 24" 0.C.
HTM cz" 24"
R10
R24 LL
U m
cli
--D IRD
Lij
R26
0
XCJ
r 74
Z
R26
R26
LL
R26
-R2L-
26
2.3
R26
Ci
R26 z
----------------
rilm
J) I
R215�
14 1
R26
R26
R26
R26
R28
to co
N Cq R29
< ROOF TRUSS
PLACEMENT
�IJ4 C J t
PLAN
�J2 CD
'�O (0 �t cN
7)
V DO NOT SCALE DIMENSIONS FROM
THESE DRAWING.S.IF A DIMENSION 15
UNCLEAR REFER TO THE
ARCHITECTURAL DRAWNGS OR
�THEEQP
rPLAN NAME
H.O.F
DESIGN/DRAWN/CHECKED
CS / WAC/LAP
ROOF TRUSS PLACEMENT PLAN
DATE
SCALE: N.T.S. 02.26.15
SCALE
AS NOTED
NOTE:
1. FASTEN ROOF TRUSS TO TOP PLATE A1 2-12d TOENAILS AND LPA No.
UPLIFT CONNECTOR, SEE PLAN. COTE-15-00010
CONTROL No.
SH EET
SIA
TYPICAL WALL FRAMING NOTES: ....... ... ... ... . ...... TYPICAL HEADER NAILING
1. USE SPF#2 OR BETTER FOR
ALL WALL STUDS.. ROOF SHEATHING, O.131X3" TOE NAILS
TYPICAL STUD-UALLIhIG. 2X6, 2x8 (5) NAILS TYPICAL LAP SPLICE:
2. USE SYP#2 FOR ALL TOP SEE SPECIFICATIONS 0.131x3" END NAILS: 2x1O, 2x12 (7) NAILS TYPICAL TOP PLATE NAILING:
PLATES AND SOLE PLATES. 9" LVL, 11" LVIL (7) NAILS (12) 0.131"Ox3" FASTEN ALL TOP PLATES AT TWO STORY CONDITIONS, PROVIDE SOLID
(2) @ 2x4, 14" LVL, 16" LVL (9) NAILS BLOCKING WITHIN FLOOR SYSTEM AT ALL UPPER
3. USE SYP#2 FOR ALL TOP SEE 1/S2.3 (3) @ 2x6, — TOGETHER W/ (3) ROWS LEVEL POSTS & JACK STUDS Lou Pontigo and
HEADERS (4) @ 2x8. SYP#2 OF .131x3 @ 12" D.C. STAGGERED. Associates, Inc.
------- SYP#2 DB HEADER,
4. ALL WALLS SHALL BE
FULL HEIGHT ANCHOR TOP PLATE PER PLAN MI
BALLOON FRAMED FULL r5zi EITHER SIDE OF PLATE - 4 -0" MI 420 Osceola Avenue
HEIGHT TO ROOF OR FLOOR I —&! f ii F — — lax. Beach, Florida 32250
Ph.242-0908 Fax.241-9557
HEIGHT CHANGE ><I
BEARING ELEVATION, U.O.N. ON FL:CA# 8344 SC: CA,# 3579
PLAN. 2x-BLOCKING ONLY
---I RAISED BUILDER MAY
------ REQUIRED IF SHEARWALL\ HF `m ARCHED TRANSOM OPTION: CHOOSE EITHER THE DROPPED
LtEADER CONDITION OR RAISED HEADER CONDITION
5.) FASTEN BOTTOM PLATE OF - PERMANENT TRUSS SYP#2 DBL. 2x SPF DIAGONAL BLOCKIN('
INTERIOR LOAD BEARING BRACING BY OTHER SIMPSON H2.5T OR P
FASTENED w/ 3-0.131"x3" 0IV
WALLS TO CONCRETE SLAB TOP PLATE LSTA12 STRAP FOLDED DROPPED LU
N7 P���AET�: 0-
w/16d MASONRY CUT NAILS @ OVER TOP PLATE HEADER EA. END TYPICAL. 0 E W"
SHEATHING MAY EXTEND 2"
16" D.C. MINIMUM. SEE IX CD k �
BLOCKING AT ALL 7_7 PAST BLOCKING- WINDOW D
FOUNDATION PLAN ADDITIONAL
SHEATHING JOINTS: ----- ------ ARCHED ATTACHMENTS MUST z
IANCHORS AT SHEARWALLS TRAN L SYP#2 HEADER,
OPTI C
2x4 FLAT WISE. FASTEN TRANSOM i ANCHOR INTO 2x MATERIAL. 0 S
FASTEN LOWER STUD FULL HEIGHT PER PLANS 0. OF
EACH END WITH 2-10d W/ OPTION A� Ez
TO TALLER STUD S I T ANCHOR, SEE
TOENAILS. ONLY REQUIRED 2-ROWS OF 10d COM SEE RIGH PLAN FOR
AT SHEATHING JOINTS FOR S I IZE JACK AND
INTERIOR EXTERIOR WALLS AND (9 12" D.C. WINDOW Sl AND LOCATION KING STUDS, SOLE PLATE ANCHOR SCHEDULE
-BEARING WALL:— LL EE > SEE PLAN
SEE PLAN FOR STUD SIZE SHEARWALLS TYPIC L SOLE SCHEDULE 3/S>$..O z THREADED EX WALL SHEARWALLS EDGE L u i s A. Pontigo, PE
AND D.C. SPACING. PLATE-NAILING.- 01 WASHER EMBEDMENT
FOR SILL SIZE AND WINDOW SILL SEE RODO SPACING SPACING SPEC. DEPTH DISTANCE FL PE#53311
CONTINUOUS BLOCKING FLOOR SHEATHING, 0.131x3" TOE NAILS: CONNECTION E�I CH SCHEDULE 3/S2.0 SOLE PLATE ANCHOR: 3/8 40" 16 7-- 27X 2 x Va" 31/2" 1 3/4"
SEE SPECIFICATIONS (3) @ 2x4, ND FOR SILL SIZE AND '/2"0 x 6" LG (MIN 1/2 48" 24" 2x2x REVIISIMS DATE
WITHIN FLOOR SYSTEM (4) @ 2x6, CONNECTION EACH 34" EMBED.) V8" 3 /2" 13/4"
WHERE POST IS ABOVE. 16d COMMONS (5) @ 2x8. END THREADED ROD MASA 48" 24" N/A N/A N/A
@ 16" D.C. PT. SPF#2 ANCHOR DRILLED &
EPDXY w/2"O x
< SOLE PLATE PLATE WASHER,
SYP#2 DBL. < _j
TOP PLATE ILA 0- SEE SCHEDULE BELOW
------ ----
z
0
_j >_
I < Ld FOUNDATILN,
3: kE PL 2x6 SYP#2 BLOCKING BETWEEN FIELD ALTERATION
I I
1 4 1 0- 1 1. 8" 2 CONTRACTOR SHALL CONTACT LOU
I I I < �� WALL FRAMING AT WALL FRAMING AT 2x6 SYP#2 NAILER PLATE w/ 10d @ 4"ox PONTIGO 6 ASSOCIATES PRIOR To
_j MAKING ANY STRUCTURAL FIELD
I WALL FRAMING AT MODIFICATIONS WHICH MAY VARY
Of FROM SOLE FASTENED TO TOP FROM THE INTENT OF THE ORGIMAL
w N CONSTRUCTION DOCUMENTS ANY
_j > � PLATE CHANGE CONDITION RAISED HEADER �CONDITION PLATE BREAK DROPPED HEADER CONDITION PLATE W/ 10d @ 3"ox FIELD ALTERNATIONS MADE FROR To
0 BEING APPROVED BY LOU PONTIGO a
Q0 -4 SEE 1/S2.3 _/ ASSO0ATES MAY RESULT IN
SEE 1/,2,3 TYR WALL SECTIONS ADDITIONAL ENGINEERING OR
INTERIOR BEARING SCALE: 3/4" = 1'-0"
�LALL: SEE SCHEDULE
BLOCKING AT ALL FOR STUD SIZE
SHEATHING JOINTS: AND D.C. SPACING. WALL WINDOW SILL SCHEDULE PORCH SHEATHING, ><n I
2x4 FLAT WISE. SHEATHING I HEADER
FASTEN EACH END ROUGH DROPPED HEAD MINIMUM END SEE SPECIFICATIONS
OPENING OR SILL PLATES FASTENER EACH END BELOW END
WITH 2-10d TOENAILS. 4�
ONLY REQUIRED AT WALL SHEATHING 4'—4" (1)2x4 SPF #2 (4)12d TOE NAILS
BLOCKING AT ALL TO SOLE PLATE
SHEATHING JOINTS < 6'-4" (2)2x4 SPF #2 (5)12d TOE NAILS PORCH PARALLEL HEADER & SUPPORT
SHEATHING RICH 'T
FOR EXTERIOR WALLS RAISE V4"- FROM 11 N. I((2)MSTA24 LL
- �� I ' T -� —4 TO WALL PO POST, PER PLAN.
AND SHEARWALLS 2x4 FLAT WlSE. � I�IN BOTTOM OF SOLE <1 8' (3)2x4 SYP #2 (1)A34 + (4)12d TOE NAILS PERPENDICULAR STRAPS
WALL ' EACH END WITH 2-10d Y PLAN AND FASTEN 12'-0" (3)2x6 SYP #2 E(1)A35 + (4)12d TOE NAILS TO WALL
SHEATHING 'TOENAIL I S. ONLY R SYP#2 (2)12d TOE 24" 16 GAUGE POST BASE: -4--
I EQUIRED d @ 3" D.C.
AT SHEATHING JOINTS FOR SEE BELOW FOR BOX GIRTS REQUIRED BETWEEN HEADER, NAILS E.E. STRAP w/11- POST 24" 16 GAUGE 44 POST.-ABU44
EXTERIOR WALLS ,AND WINDOWS IN TWO STORY CLEAR HEIGHT WALLS. PER PLAN OPENING (MIN) 10dxlY2" EA. END 13EL-OW STRAP w/1 1- 6x6 POST:ABU66
SHEARWALLS 10dxlY2" EA, END
(6)12d TOE NAILS END
TOP & BOT. FASTENER PORCH HEADER, PORCH.
SEE DETAILS SEE DETAILS 2x- SPF T&B w/ SLAB
ON S1.01 ON S1.01 12d @ 8" D.C. A ... SEE PLAN HTS16 H Ln Uj
Top & B
P
R
SDE)
P
UEADER
ND I
SUPP OR T 1((2 A24
PER PLAN )MST
I �TRAPI�
LA
O4PENING ""6 Uj
\;U6
R H
OT B
(TYP) ROD
J---- KING & KING & JACK STRAPS 'R
(I
JACKS-/ STUDS SEE PLAN MSTA24 EP -D
SHEATHING STRAPS 6 MIN
LU PER PLAN
jj CONT. AT PLAN VIEW OF PLAN VIEW OF ELEVATION VIEW OF
Tj V) or A
GIRT/VERT Sl P 0 EAD OR SILL
I K I�j r� A�!
LTP4 ON H PORCH HEADER PORCH HEADER PORCH HEADLE7
JOINT. SIMPSON PLAfE_S SEE AT CORNER POST
I 2x SPF RIPPED INSIDE FACE, IF NOi SCHEDULE AT POST AT POST
———————————— L————————————— ———————————— Tn r JACK STUD
TO FIT ARCH.
DEPTH REQ'D. BOX BEAM BETWEEN WINDOn ROUGH OPN'G, SEE ARCH. PORCH SHEATHING SPECIFICATIONS:
SINGLE STORY MULTI STORY SECTION A-A IN TWO STORY FRAMING Y2" (OR GREATER) OSB OR PLYWOOD, w/ 8d COMMON NAILS @ 6"ox EDGE AND FIELD
0 <
TYR WALL SECTIONS rT4� WINDOW HEAD AND SILL FRAMING /# �4 TYPICAL PORCH FRAMING DETAILS
1.�2.�O SCALE: 3/4" -0 SCALE: 3/4" = 1'-0"
�-O SCALE: 3/4;
CONVENTIONALLY STRAP (S2.3) CONVENTIONALLY STRAP (S2.3) WHERE ANCHOR IS SPECIFIED ON FULL HT ANCHOR TERMINATES
WHERE MAX. ANCHOR E MAX. ANCHO PLAN ADJ. TO GIRDER/BEAM AT UPPERMOST TOP PLATE WASHER -1
LfLOCATE ANCHOR WITHIN w/ NUT AND WASHER
SPACING IS EXCEEDED SPACING IS EXCEED PLAN
EID\ 6 OF POST. @ FULL HEIGHT
7,1147, 1 1 1 1 1 71\ 1 7 ANCHORING SPECIFICATIONS
ANCHOR LEM. TH
UPLIFT SOLE DOUBLE
POST, PER FULL HT. ANCHOR SYSTEM SHALL CONSIST OF %"0 A307 THREADED
I I DOUBLE TOP CONNECTOR PLATE ANCHOR TOP PLATE. RODS, ORIENTED VERTICALLY AND ATTACHED TO THE
I I I PLAN FOUNDATION AND TO THE UPPERMOST PLATE AT THE
MAXIMUM SPACING PLATE SEE PLAN
LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE
SEE THREADED ROD TOP PLATE, PROVIDE A 2"x 2"x Y8" STEEL WASHER.
SPECIFICATIONS ON I WALL STUD FASTEN WITH A NUT AND ALLOW AT LEAST 3
SOLID BLOCKING I I FULL HEIGHT OR POST.
PLAN THREADS TO EXTEND ABOVE TIGHTENED NUT. (TYP.)
WITHIN FLOOR ROD
(TYP) SEE PLAN ROD INSTALLATION: AT ALL PLATE PENETRATIONS, TYPICAL
PROVIDE A HOLE IN THE PLATE Y4" LARGER THAN THE
4— 4-- —4 DIAMETER OF THE THREADED ROD USED. WHILE
- — — — — — -1.- — — — — — — L ELEVATION DETAILS
I I SINGLE CONTINUOUS RODS ARE PREFERRED, COUPLERE
I I FLOORi R* OR JOIST
(SIMPSON CNW OR EQUAL) MAY BE USED IN CASES
_X_ - - — — — — —
FULL HT WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE
(TYP)
ANCHOR L ROD SHALL BE INSTALLED APPROXIMATELY CENTERED
SOLE PLATE ANCHORS STEEL COUPLER HOLE. RODS MAY BE SLANTED FROM TRUE DO NOT SCALE DIMENSIONS FROM
AT SILL PLATE THESE DRAWINGS IF A DIMENSION IS
//- PER SCHEDULE ON PLAN. (OPTIONAL, LOCATE -/ - - UNCLEAR REFER TO THE
ZHEADER, AT TOP PLATE VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO
I I I AVOID CONFLICTS WITH FLOOR AND WALL FRAMING. ARCHITECTURAL DRAWINGS OR
YP CA AS NEEDED)
_14
RAI
THE NUT ABOVE THE UPPERMOST PLATE SHALL BE EZ�
POST TO FLOOR FULL HEIGHT ANCHOR INSTALLATION CHART SECURED OVER THE WASHER TO A SNUG-TIGHT
FRAMING
MATCH SEE TABLE AT RIGHT CONDITION PLUS ONE-HALF TURN OF A STANDARD PLAN NAME---)
F
POST ABOVE FOR EPDXY' EMBEDMENT THREADE @ 0 WRENCH (APPROXIMATELY 30 FT.-LBS. OF TOROUE). H.O.F
AND EDGE DISTANCE. FOUNDATION, DUE TO SHRINKAGE AND COMPRESSION OF BUILDING ITESIGN/DIZAWN/CHECKED
/_ PER PLAN. ROD 0 WOOD PLATE CONCRETE WASHER EMBEDMENT EDGE CONTRACTORS SHALL RE-TIGHTEN NUT TO 30 CS / WAC/LAP
THREADED ROD-/ HOLE HOLE SPEC. DEPTH DISTANCE
FULL HEIGHT / 11 r 11 FT.-LBS. OF TOROUE AFTER ALL TRADES ARE
SEE PLAN 3/8 14"o 2x2x,/81, 3" COMPLETE AND PRIOR TO INSULATION. DATE
4 4 2
-F
4— 0 9 r, 0 3x3x'/4 11 11 61, 02,26.15
I i 1/2 1 6 2)/2" 3" EPDXY ANCHORING: ALL THREADED RODS SHALL BE
INSTALL 1-STORY THREADED RODS SCALE
Y4"O '3/4'PO 3x3x /4 31, DRILLED & EPDXY ANCHORED. SEE INSTALLATION AS NOTED
6"MAX. FROM WHERE 2-STORY RODS CANNOT BE INSTALLED EMBEDMENT 7_0� CHART FOR EMBEDMENT AND EDGE DISTANCE
KING STUD DEPTH
FULL HEIGHT ANCHOR PLACEMENT DIAGRAM FULL HEIGHIT ANCHOR MONO STEM REQUIREMENTS LPA No.
COTE-15-00010
,/�5 FULL HEIGHT WOOD FRAME WALL ANCHORING SYSTEM WALL S CTION THREADED ROD INSTALLATION CHART CONTROL No.
SCALE: N.T.S
I'll�-O SHEET
S2,0
8�OF 1 1�,�
AT SOLE PLATE JOINTS INSTALL
2-0.145x3" PAF, EACH SIDE.
PAF's MAY BE OMITTED ON ONE SIDE
AR"
--- IF A SOLE PLATE ANCHOR IS WITHIN min
(3)ROWS OF 5" 12" OF JOINT
BOUNDARY OF /-RATED SHEATHING, TRUSSLOK Lou Pontigo and
SHEATHING SEE GENERAL NOTES ENGINEERED WOOD SOLE PLATE ANC Associates, Inc.
(3) ROWS 12d FASTENERS 0 24"o.c
'/2 '/2 AT 12" O.C. AS SHOWN PER DETAI 420 Osceola Avenue
EXAMPLE OF PANEL (3) ROW OF 10d EA. SIDE. jax. Beach, Florida 32250
Ph.242-0908 Fax.241-9557
EDGE w/ BLOCKING
NAILS @ 8 ' 0 C FL:CA# 8344 SC:CA# 3579
STAGG ED
WHERE REQUIRED ER 2-PLY 3-PLY
BY GENERAL NOTES
CA c\I (3)ROWS OF 5�/4" PT. SYP MAX. TT JOINT
0 "<L ...
PANF�l 4 t2z 6j
NAIL SPACING AT 2x4 MEMBERS: 0 SILL PLATE Is.....
LU
TRUSSLOK
SUPPORTED EDGES, (1) ROW OF 10d 0 (L P . Po/v'�%
.19 �A;p
ENGINEERED WOOD SOLE PLATE BREAK .........
�'\C, /V
GENERAL NOTES NAILS @ 4" O.C. o (4) ROWS 12d FASTENERS @ 24"o.c 0 EA/'24�0.:46)
AT 12" O.C. AS SHOWN %
2x6 MEMBERS: 4-16d EA. SIDE
EA. SIDE. 311
EXAMPLE OF UNSUPPORTED I'M
1.
F 10d 0
(UNBLOCKED) PANEL EDGE 13-
(2) ROW 0 E OF
NAILS @ 4" 0.C.
(TYPICAL) -PLY 4-PLY w 4(:��
3
STAGGERED co
L 4'-0" MIN. 1, ...... \kN �"o
LESS THAN 14" BEAM 14" LVIL AND GREATER
NAILING TO 2x4 OR 2x6 POST 2x8 POST
INTERMEDIATE SUPPO!R
'�T� . - I Luis A. Pontigo, PE
IS 6"o.c MAX. (UON) STUDS, ROOF NOTES: 2x SYP.#2 DBL. TOP FL PE#53311
TRUSSES, OR 1. TYP. CONNECTION AT STUD COLUMNS, PLATE. FASTEN
FLOOR JOISTS JACK-TO-KING ASSEMBLIES, CORNER POST, ETC. TOGETHER w/ (2) y
r Ri7_90NS DATE
2. SPECIFIED NAILING REQUIRED FOR EVERY PLY ROWS OF .131x3" @
IN ADDITION TO (2) PLYS 12"o.c STAGGERED
UPPER PLATE BREAK
PLATE BREAK DETAIL
'*N\ BUILT - UP MEMBER FASTENING r3
SHEATHING NAILING DETAIL r2
� S2.1 / SCALE: 3/4" = 1'-0" SCALE: 3/4" V-10" S2.1 SCALE: 3/4" 1'-0"
K�F�IELDALTE�RATION
CONTRACTOR SHALL CONTACT LOU
PONTGO ft ASSOCIATES MOR TO
LOCATE FULL HEIGHT MAKING ANY S-MUCTUPAL FIELD
MODIFICAMONS WHICH MAY VARY
ANCHOR ON SIDE OF FROM THE INTENT OFTHE ORIGINAL
CORNER WHERE UPPER - PENETRATIONS THROUGH STUDS CONSTRUCTON DOCUMENTS.ANY
2x4 BLOCKING FIELD ALTERNATIONS MADE PRORTO
BEING APPROVED BY LOU PONTGO&
TOP PLATE OVER LAPS @24" O.C. FASTEN ASSOOATES MAY RESULT IN
STUDS NON ADIDTIONAL ENGINEERING OR
6" EACH END w/3-10d WALL LOAD BEARING OR LOAD BEARING LOAD NON-LOAD
TOENAILS 3)/2" 3)/2"
L EXTERIOR WALL WALL BEARING BEARING
2 2 SIZE WALL NOTCH WALL NOTCH
I I I To"0131313"0"0"1, BORED HOLE SIZE BORED HOLE SIZE A--
Lkl -Ili 11111111111111- 1
40% 60% 60% 25% 40% STUD FACE
STUD BELOW 1 MIN.
LOWER TOP 4-10d 2x4 8 2 )/8" 3A" MIN. DIA. 40% OF BORED HOLES
PLATE AT BREAK OVER LAP DOUBLE COMMONS (2)2x4 2 )/8" 2 )/8" STUD WIDTH,
TOP PLATES 2x6 2 )/4" 3 �1'Is, 8 2 )/4" 1 -60% OF STUD e- �DIA. 60% OF
t T 0 STUD WIDTH
WALL INTERSECTION
ORTHOGONAL VIEW CONDITIONS SPICE JOINT (2)2x6 3 -51'6" 3 ;1'6" 8 2 )/4" WIDTH IF DOUBLE MAX.
OF CORNER l,S�3"LS�3'pb3"L,3"L.3" d NAILS 2x8 2 - 4 1 13/16" 2 STUD LL
3 1 13/1611
(2)2x8 4 /8" 1 4 2
H 25%
W
P
,*KOVER L�
NOTCH .40%
OTC Uj
1 IV . . . . . . . . . . LOF STUD OF STUD
. . . . . . . . . . . . . . . . WALL HOLE WIDTH MAX. WIDTH MAX.
3" S' 3' SIZE SIZE Uj
U
Ll -2' l'-2" 1)/2. 1)/2.' 1 -2" 1'-2" 2x4 1 QR r/ <
EXTERIOR NON BEARING
CORNER WALL INTERSECTION 2x6 2
BEARING WALL"*, PARTITION
CONDITIONS CONDITIONS 4'-0" 2x8 3 5
Ulf. V) LIJ
NOTES: PLATES:
1 OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS SECTION "All 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
3. DENOTES FULL HEIGHT ANCHOR, SEE PLAN NOTE: LEAST 1 )/2" WIDE (SECTION 2308 9.8 IBC) IF WALL IS A SHEARWALL IT U
4. DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE 2x4 LAP SPLICE = 16d NAILS 3"o.c(MAX.) MUST BE REPAIRED USING HARDY FRAME SADDLE (HFS)
5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE 2x6 LAP SPLICE = 16d NAILS 5) 3"o.c(MAX.)
OPTIONS ARE SHOWN TYPICAL FACE NAILING 16d NAI -S @ 14"o.c(MAX.)
FRAMED WALL CORNER AND
INTERSECTIONS STUDS CONFIGURATIONS
1/ 4 /�5 NAILING AT LAP SPLICE ( 6N\ CUTTING, NOTCHING, BORED HOLES IN STUDS AND PLATES
� S2.1� SCALE: 3/4" = 1'-0" SCALE: 3/4" 1'-0" SCALE: 3/4" 1'-0"
MULTIPLE BRACED TRUSSES, AS INDICATED IN TRUSS SPECIFICATIONS. SINGLE BRACING NOTES AND SPECIFICATIONS
TRUSS BRACIN G 1.)ALL BRACING LUMBER SHOWN,
EXCEPT FOR T-BRACE SHALL BE 1x4
SYP#3 OR BETTER OR 2x4 SPF#2 OR
BETTER. (ILION)
Q0
(1)DIAGONAL BRACE PER
2.)BRACING LUMBER SHALL INTERSECT
(4) TRUSSES APPLED 101 THE WEB OF THE BRACED TRUSS, PER
TO BACKSIDE OF WEB. I I
1.1 DELEGATED TRUSS ENGINEER. JACK STUD JACK STUD
ill AT DOOR AT DOOR TYPICAL
3.)PERMANENT PERMANENT BRACING
BRACING APPLIED TO WHERE NOTED ON TRUSS MFR. SHOP WOOD
FRONT SIDE OF WEBS.-\ DRAWINGS. THE CONTRACTOR SHALL
PROVIDE 1x4 SYP#3 OR BETTER FRAMING
BOTTOM CHORD BRACING
�> ILNLIJ lu PERPENDICULAR TO TRUSS BOTTOM PLAN VIEW )/44"X3j/211 PLAN VIEW SIMPSON LTT20B DETAILS
11 0 TAPCON
WEB w/ 12d @ 6 C.
0. T-BRACE TO BE THE) w CHORDS AND ATTACHED TO EACH SCREW RECESSED IN SLAB
SAME SIZE, SPECIES, I I TRUSS WITH 2-8d COMMON NAILS. AT w/)/2" THREADED
SC NSIONSFROM
CABLE END WALLS PROVIDE DIAGONALS ROD EPDXIED 4" ZSNEO0TPA=1MFEAC1MENSONIS
CONTINUOUS LATERAL BRACING, SEE AND GRADE AS WEB 101 AT END WALLS PROVIDE DIAGONALS _E EP TO THE
C p
p
TRUSS SHOP DRAWING FOR QTY. AND TO BE BRACED. I (APPROXIMATELY 45%) TO THE ARCUHNITE=RALFO AW1
LOCATION. IF MORE THAN (1) LATERAL' 01 ADJACENT EXTERIOR PERPENDICULAR
AS SHOWN.
BRACE IS NEEDED, OVERLAP BRACE CONC. CONIC. PLAN NAME
WALL BETWEEN EACH LINE OF BRACING
TO FORM A ZIGZAG PATTERN ALL SLAB SLAB H.O.F
CONSTRUCTED OF THE SAME BRACING W DESIGN/DRAWN/CHECKED
MATERIAL. THIS REQUIREMENT IS NOT CS WAC/LAP
NECESSARY AT HIP ROOFS. ALSO ELEVATION VIEW ELEVATION VIEW DATE
ALONG EXTERIOR WALLS PARALLEL TO 02.26.15
BOTTOM CHORD BRACING PROVIDE SCALE
DIAGONALS IN THE END SPACE
AS NOTED
BETWEEN THE WALL AND THE FIRST OPTION A OPTION B LPA No.
LINE OF BOTTOM CHORD BRACING AT A COTE-15-00010
MAXIMUM SPACING OF 20 FEET. CONTROL No.
D 8 T ENT�RY JA�MB�FAST�ENI�NG SHEET
PERMANENT TRUSS BRACING rMiEN��FR�ONT�ENT S
SCALE: 3/4" = 1'-0" '�!�S2.1 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN
CONTINUOUS RIMBOARD FLOOR
STUD WALL, STUD WALL, OVER PONY WALL -\ SHEATHING FLOOR TRUSS
CONT. SHEATHING TO BOT. OF SEE PLAN. CONT. SHEATHING TO BOT. OF SEE PLAN. BY OTHERS
FLOOR JOIST. NAIL TO RIMBOARD FLOOF JOIST. NAIL TO RIMBOARD Lou Pontigo and
w/2-ROWS OF 8d COMMON NAILS w/2-ROWS OF 8d COMMON NAILS Associates, Inc.
@ 4" 0.C. SIMPSON HTS16 @ @ 4' O.C. SIMPS )N HTS16 @
EACH SIDE OF FLOOR I EACH SIDE OF FLOOR CEILING 420 Osceola Avenue
CS16 STRAPS @ 16" CS16 STRAPS @ 16" lax. Beach, Florida 32250
JOIST JOIST Ph. 242-0908 Fax. 241-9557
O.C. FASTEN TO O.C. FASTEN TO I� FLOOR JOI
RIMBOARD RIMBO PER PLAN FL: CA# 8344 SC:CA#3579
T
ARID
2x4 SPF#2 PONY CONT. WALL SHEATHING AS DRAFT
WALL @ 16" O.C. STOP & TO BRACE SHORT PONY LU �ppo"'- A. P
DOUBLE JOIST WALL. FASTEN w/8d @ 6 0.C. a. .... .......
0
2x10 BLOCKING BETWEEN FLOOR JOIST PER PLAN 2x10 BLOCKING BETWEEN FLOOR (TYP) CD
R JOISTS ATTACH TO FLOOR SIMPSON %0.
JOISTS ATTACH TO FLOO Simp to fVO.
JOISTS w/4-12d TOENAILS L70 ANGLE z 11
JOISTS w/4-12d TOENAILS STUD WALL, \- STUD WALL,
PLUS (1) LS70 FRAMING CLIP SEE PLAN. PLUS (1) LS70 FRAMING CLIP SEE PL4,N.
HEADER PER -,a 8 ZA
A�
4-- PLAN CID . �o
4 .. R P,
...... ......
ARCHITECTURAL
ARCHITECTURAL
CLADDING, SEE 8/S2.2 - SEE ARCH. CLADDING, SEE 8/S2.2 SEE ARCH. Luis A. Pontigo, PE
FL PE#53311
FLOOR JOIST OUTRIGGER SECTION /�2 OUTRIGGER SECTION AT DOUBLE, JOIST f/`�3 FLOOR JOIST AT PONY WALL
I = - '� \��.2 SCALE: 3/4" = 1'-0" �-2 1 11-011 RE\4-90NS DA
\�.2 SCALE: 3/4' 1 0 SCALE: 3/4'
2x10 BLOCKING BETWEEN
JOISTS, FASTEN TO JOIST FASTEN FLOOR
w/5-10d TOENAILS SHEATHING TO BLOCKING
FLOOR N SEE 4/S2.2 SEE 4/S2.2
FLOOR JOIST SHEATHING
PER PLAN z zl/�
- ------- --- -- ---------------
RED ALTERA'nON
CONTRACTOR SHALL CONTACT LOU
PONTIGO&ASSO13ATES PRIOR TO
Ti MArJNG ANY STRUCTURAL FIELD
(2) 2x10 SYP #2 PLATES. FASTEN w/ (2) FROM THE INTENT OF THE OP1rdNAL
ROWS 5/8"0 A307 CARRIAGE BOLTS (ROUND TOENAIL EA. JOIST TO RE ALTERNATIONS PRORTO
)/"x3"x10" EA. SIDE OF MING APPROVED BY LOU PONTGO a
4 ASSOOATES N%Y RESULT IN
HEAD WITH SQUARE NECK) @ 24" O.C. CONT. PLATES w/4-12d 0 POST w (2) 5/8"0 THRU ACOMONAL ENGINEERING OR
STAGGERED. (RECESSED INTO UPPER PLATE)
BOLTS (TYP)
W12x58 ELEVATION W12x58 STEEL BEAM, EXTEND SHEATHING TO TOP
-
ELEVATION DOUBLE ANGE SECTION A-A SEE PLAN OF WALL & FASTEN TO PSL
2x10 BLOCKING BETWEEN L4x3Y2x5/16"x8Y2" LONG,i POST w/8d @ 3" O.C.
STEEL FABRICATOR SHALL FLOOR JOISTS, FASTEN TO JOIST w/ (3) �/4"O A325
PROVIDE ')116"0 HOLES IN TOP SHEATHING w/5 ' 10d TOENAILS BEARING TYPE BOLT
FLANGE OF STEEL BEAM SETSTEEL BEAM
DOUBLE 2 /2 1 1 --�I\- POST WITHIN BEARING .j
DIRECTLY ON POST
T'ON
7m
p�2 WALL, SEE PLAN
JOIST LL
(NO PLATES)
z
SHOP VvELD DOUBLE
JOIST-�-PER
ANGLES TO SUPPORT <
PLAN
(2) 2x10 SYP #2 PLATES. FASTEN wl (2)
BEAM U)
V)
ROWS 5/,,"0 A307 CARRIAGE BOLTS (ROUND-/ Uj
U
HEAD WITH SQUARE NECK) @ 24" O.C.
r/
STAGGERED. (RECESSED INTO UPPER PLATE)
END SECTION
Ln
FLO r6
r4 OR JOIST OUTRIGGER, SECTION STEEL BEAM TO BEAM CONNECTION DETAIL TYPICAL STEEL 8E AM BEARING
� S2.2/ SCALE: 3/4" 1'-0" ��-2 SCALE: 3/4" = 1'-0" �.2 SCALE: 3/4" 1'-0"
U
SEE 1/- .2 2/S2.2 &
3/S2.3 FOR VARIOUS
CONDITIO�S OF FLOOR
FRAMING TO WALL
FRAMING
STRUCTURAL
ROOF TRUSS WALL
ROOF SHEATHING, FRAMING
SEE SPECIFICATIONS
TRUSS TO TRUSS: -ERIOR WALL FRAMING
3" MAX/ 4-12d TOENAILS ARCHITECTURAL TYPICAL EX�
CLADDING DIET WITH WALL SHEATHING INSTALLED STRUCTURAL
GAP WALL SHEATHING
X X FULL HEIGH OF WALL PRIOR TO
S IQ ARCHITECTURAL CLADDING STUD @ INSTALLING ARCHITECTURAL
-,U N ILI 16" O.C. :'ROVIDE STUD WIDTH CLADDING D--TAIL CLADDING STRUCTURAL WOOD
%%v lee REQUIRED TO ACHIVE PROFILE STUD WALL STUD
e N i� I REQUIRED BY ARCH. PROVIDE
Ve I-V V, CORRESPONDING TOP & BOT. PLATES FIRAMING
I zg.e
F CLADDING 12d TOENAILS
X ZA A� SHEATHING @ 4"o.c VERT. DETAILS
EXT. WALL SHEATHING PER STAGGERED
CONSTRUCTION SPECS DETAIL "A" FROM OPPOSITE
WITH TYPICAL NAILING CONTINUOUE 2x6 SPF#2 WALL CLEAT SIDES OF STUD
J0 SUPPOR'- CLADDING STUDS
FASTEN TO EA WALL STUD w/3-12d
TRUSS TO TOP PLATE: SEE ARCH. PLUS (2))/4"x02" S.S. SCREWS PLAN NAME
SIMPSON A35 M TS1 2 (TYP) 00 -> —
ANGLE AT EACH ARCHITECTURI FSTRUCTURAL H.O.F
BLOCK TRUSS CLADDING WALL DESIGN/DRAWN/CHECKED
DETAIL FRAMING CS / WAC/LAP
DAT E
02.26.15
SCALE
I/�7 ROOF TRUSS BLOCKING DETAIL AT EXTERIOR WALL 8 ARCH CLADDING DETAIL AS NOTED
�-2 SCALE: 3/4" 1'-0" ES2.2� SCALE: 3/4" 1'-0" LPA No.
COTE-15-00010
CONTROL No.
SHEET
S2e2
STUD WALL,
WHERE TRUSS HEEL AT BEARING CONT. SHEATHING TO BOT. OF SEE PLAN.
THREADED ROD FLOOR TRUSS. NAIL TO EA. FLOOR
WALL EXCEEDS 15" TRUSS ROOF TRUSS 2x4 SYP#2 HORIZ. BRACING @
PER PLAN TRUSS w/2-ROWS OF 8d COMMON
BLOCKING REQUIRED BETWEEN 24" O.C. BETWEEN OUTER WALL - FLOOR t�HtP� IHINIJ NAILS @ 4" O.C. FULL DEPTH BLOCKING
EVERY OTHER SPACE, SEE 7/S2.2 FIRST INTERIOR TRUSS, NAIL SEE SPECIFIICATION� 16d COMMONS BETWEEN EACH TRUSS.
I BELOW @ 8"O.c Lou Pontigo and
EACH END w/ 3-0.131xY NAILS CS1 6 STRAPS Associates, Inc.
FLOOR (TYP)
SHEATHING JOINT @ 16" O.C.
,
TRUSS AT CONTINUOUS 420 Osceola Avenue
E32
4 1�
SHEATHING JOINT IN x ax. -
--,. Al BLOCKING. F_:CA 8344SC: CA# 3579
2x4 SYP#2 Y2" GAP BETWEEN TRUSS w/2-12d COMMON
DIAGONAL )/2" GAP BETWEEN SHEATHING PANEL NAILS
SHEATHING PANELS
EXTEND SHEATHING VERT.
FASTEN EA.
TO TOP OF TRUSS AS SHOWN. FLOOR
A, 2x4 BLOCKING BOT,
PROVIDE 2x4 BLOCKING END w/ x )IV 1 11
TRUSS CONT. RIBBON BOARD. OF FLOOR TRUSS ><
<P 2X4 ...
AT HORIZONTAL JOINTS. 3-10d COMMONS BLOCKING I FASTEN TO TRUSS 2� LU .....0
UPLIFT ------ BETWEEN TRUSS WITH 2-16d COMMONS ATTACH TO FLOOR TRUSS a. 'o
CONNECTOR, --- VERTICALS. FASTEN WALL FRAMING � w/2-12d TOENAILS SIMPSON 2-A35F BETWEEN 0 \S *........
CEILING 7 .j o'cEN *`-.`0%
SEE PLAN EACH FLOOR TRUSS
WALL FRAM w/3-10d TOENAILS
LINE INCI SIMPSON HTS20
_kFULL HEIGHT FLOOR TRUSS PERPENDICULAR STUD WALL, Z N
@ EACH FLOOR TRUSS 0
ANCHOR SEE PLAN.
FLOOR TRUSS EARALLEL ARCHITECTURAL OF ip_
S Z
IN LIEU OF BLOCKING TRUSS, 2x12 BLOCKING MAY BE
CLADDING, SEE 8/S2.2
USED BETWEEN EACH ROOF TRUSS WHERE HEEL HEIGHT SEE ARCH. 0 1....X
IS LESS THAN 15" Ij
TYPICAL ROOF TRUSS CONNECTION K2"s\ FLOOR TRUSS AT WALL FRAMING TRUSS OUTRIGGER SECTION Luis A. Ponti8o, PE
SCALE: N.T.S �S2.3)I` SCALE: 3/4" 1'-0" �S2.3/ SCALE: 3/4" 1'-0" FL PE#53311
REWSIONS DAT"E
6
DBL. TOP MAX�4 NOTCH HEADER
BELOW TOP PLATE 8d COMMON NAILS
PLATE I_\ AT 3" O.C.(TYP)
0 01 PORCH
. 0i
8-GUN NAILS- HEADER, 2X12 OR (2)2x6 OR (2)2K4 SYP#2 LEDGER,
0 01 SEE PLAN. FASTEN TO ROOF FRAMING BELOW
H3 UPLIFT 2x4 SPF#2 ROOF FIELD ALTERAMON
FULL HEIGHT wl 4-12d NAILS AT EACH RAFTER. STRAP
ROOF SHEATHING SEE 7/S2.3 RAFTER @ 24" O.C. CONTRACTOR SHALL CONTACT LOU
ANCHOR OR HOLD ROOF SHEAT PONT1GO&ASSOCIATES PROR TO
MIN. (2)2x4 WOOD OVERFRAN/E RAFTERS, SEE PLAN. PER PLAN MAKING ANY MUCTURAL FIELD
DOWN AT BASE OF 16d COMMONS MODIFICATIONS WHICH MAY VARY
POST BELOW. & (1) ADJ. 2x4 RIBBON SEE 10/S2.3 FOR 8 0.C. ALL STUDS FROM THE INTENT OF THE ORGINAL
TO PORCH HEADER. BOARD UPLIFT STRAPPINn CONSTRUCAON DOCUMENTS.ANY
OPTION A FIELD ALTERNATIONS MADE MOR TO
BEING APPROVED BY LOU PONFIGO&
MAY RESULT IN
(2)2X6 SPF#2 ADDITIONAL ENGINEEPJNG OR
SIMPSON H3 w,' 10-8d COMMON
LSTA12 FOLDED NAILS FROM RAFTER TO LEDGER 2x6 SPF#2 PLATE BELOW INSPECTION FEES.
DOUBLE TOP PLATE OVER TOP PLATE AND LEDGER TO ROOF MEMBER. THESE STRAPS WALL.
CONTINUOUS OVER- MAY BE OMITTED
w/5-10d NAILS 2x4 SPF#2 FLOOR
HEADER BLOCKING WHEN OVERFRAME 16d COMMONS I
6" INTO TOP PLATE SHEATHING
RAFTER LENGTH @ 8"O.0
MAX4L�_ 5-10d NAILS INTO ALT. TO BOTH H3 ABOVE
BEAM. SPACE LESS THAN 4'-0"
i PROVIDE MTS12 OR CS16 DIRECTLY
@ 24" O.C. ROOF MEMBER. BETWEEN OVERI_�_AMING RAFTER FLOOR
AND ROOF MEMBER. TRUSS SHEATHING CONTINUOUS TO
DER IIN
T
G
YP)
2X12 OR
FASTEN To
W/ 4_1 2d
2
N
R
2
A
x
0
OW
I M P,
S 7z
NA IL� I
AND I
SPF#2 I
I
OCKING ALT
TOP OF RIBBON BOARD
8-GUN 00
WALL FRAMING H
NAILS SIMPSON H2.5T
1 0
EACH S DOE OF
PROVIDE SOLID SPF#2 BLOCKING AT PANE- JOINTS ADJACENT (2)2x6 FLO07R
M I WOOD TO TIE IN OF OVERFRAME RAFTERS TO TRJSS FRAMING. TRUSS
IN. (2)2x4 2x4 SPF#2 SCAB. 7
S To
BELOW. & (1) ADj' ASTEN TO TRUSS
Ljj
OPTION B TO PORCH HEADER'. WITH 5-10d COMMONS U
FLOORT,,RUSS BLOCKING
K'4"� TYPICAL PORCH BEAM CONNECTION MEN 5 DECK LEDGER AT OVERFRAME RAFTERS OVERFRAMING AT FLOOR TRUSS K-7 H Ln
SCALE: 3/4" 1'-0" NOTED S2.3 USE THIS DETAIL TO FASTEN OVERFRAMED ROOFS, VALLEYS, ETC 32.S/ SCALE: 3/4" = V-10" \S2.3/ SCALE: 3/,4" = 1 '-0" 0
T.
TOP PLATE TO STUD ROOF FRAMING U
FOR RAISED HEADERS, STRAP THE TOP UPLIFT STRAP UPLIFT CONNECTOR
PLATE TO HEADER WITH LSTA12 @ 32" O.C. H2.5A @ 32" ON-CENTER \ FOR RAISED HEADERS, STRAP THE TOP UPLIFT STRAP
IN LIEU OF THE H2.5A STRAPS ROOF SECOND ETORY PLATE TO HEADER WI�H' LSTA12 @ 32" O.C.
FRAMING TOP PLATE ELEV. AN_ IN LIEU F THE H2.5T STRAPS ROOF z
SECOND STORY SECOND STORY
TOP PLATE ELEV.
TOP PLATE ELEV.
OF CRIPPLE STUD
TO S UD STUD TO LOWER FRAMING: M3TA114 STRAP EA(jH @ 32" O.C. JD
H2.5A@ 32" ON-CENTER SIMPSON MSTA48 CR CS16 STRAP DE 01-1 HEAD R H2.5A@ 32" ON-CENTER SIMPSON H2.5\T
@ 4�" ON-CENTER
TOP & BOT. OF TOP & BOT. OF
HEADER TO JACK STUD CRIPPLE STUD .13 HEADER TO JACK STUD CRIPPLE STUD
MSTA24 STRAP EACH @ 32') O.C. Fffi NG 2 MSTA48 OR,, MSTA24 STRAP� EACH @ 32" O.C,
SIDE OF HEADER CS16 TRAP SIDE OF HEADER
WOOD
2ND FLOOR ELEV.
FRAMING
STUD TO L
STUD TO LOWER FRAMING: MSTA24 OR CS16 STRAP
X DETAILS
MSTA24 OR CS16 STRAP 1 S7 FLOOR TOP @ 32" ON-CENTER
NTER
@ 32" ON-CE P ATE ELEV.
KIN( LO R
2 MSTA24 OR CS16 --RAMING 2 MSTA24 OR
DO NOT SCALE DIMENSIONS F4F1DM
STRAP E
2 MSTA24 OR CS16 KING STUD TO LOWER X. -_ACH END THESE DPAWING5.IF A DIMENSION JIS
I CS16 STRAPS UNCLEAR REFER TIO THE
FRAMING 2 MSTA24 OF WALL SEGMENT T S OFZ
STRAP EACH END r
_S Op_
VING
OF WALL SEGMENT CS16 STRAPS WA
PLAN NAME
OR ELEV. H.O.F
t DESIGN/DRAWN/CHECKED
2ND FLO
2ND FLOOR ELEV. H�.5A TOP & BOT. OF
CS / WAC/LAP
C IPPLE STUD DATE
ccu
THREADED ROD/ 32" 0.C. 02.26.15
SIZE SCALE
S E PLAN FOR
AND SPACING AS NOTED
STUD TO 8 1 P FLOOR FRAMING, -/ Y4%02" LAG SCREWWITH
SDWC15600 SCREW. SEE PLAN ROUND WASHER 0 32" LPA No.
WOOD BEAMJ @ 32" O.C. 0.C. TO FLOOR FRAMING COTE-15-00010
CONVENTIONAL WALL OR BLOCKING CONTROL No.
CONVENTIONAL WALL UPLIFT STRAPPING TO BEAM 9 UPLIFT STRAPPING TO WALL. a HEADER BELOW CONV. WALL UPLIFT STRAPPING TO FLOOR FRAMING SHEET
�.3 SCALE: 3/4" = V-O" ES2.3YSCALE: 3/4" = 1'-0" �.3 0.) 3
SC.00
STUD WALL,
WHERE TRUSS HEEL AT BEARING CONT. SHEATHING TO BOT. OF SEE PLAN.
THREADED ROD FLOOR TRUSS. NAIL TO EA. FLOOR
WALL EXCEEDS 15" TRUSS ROOF TRUSS 2x4 SYP#2 HORIZ. BRACING @
PER PLAN TRUSS w/2-ROWS OF 8d COMMON
BLOCKING REQUIRED BETWEEN 24" O.C. BETWEEN OUTER WALL - FLOOR t�HtE� IHINIJ NAILS @ 4" O.C. FULL DEPTH BLOCKING
EVERY OTHER SPACE, SEE 7/S2.2 FIRST INTERIOR TRUSS, NAIL SEE SPECIFIICATION� 16d COMMONS BETWEEN EACH TRUSS.
I Lou Pontigo and
EACH END w/ 3-0.131x3" NAILS BELOW @ 8"O.c Associates, Inc.
CS1 6 STRAPS
FLOOR (TYP)
SHEATHING JOINT @ 16" O.C.
,
TRUSS AT CONTINUOUS 420 Osceola Avenue
Ec
4 �
SHEATHING JOINT RIBBON BOARD CONT. 2x4 NAILED TO EACH ax. -
A I BLOCKING.
2x4 SYP#2 Y2" GAP BETWEEN TRUSS w/2-12d COMMON FL:CA 8344 SC: CA# 3579
DIAGONAL )/2" GAP BETWEEN SHEATHING PANEL NAILS
EXTEND SHEATHING VERT. SHEATHING PANELS
FASTEN EA. FLOOR
TO TOP OF TRUSS AS SHOWN. 2x4 BLOCKING BOT,
PROVIDE 2x4 BLOCKING END w/ 2X4 BLOCKING TRUSS I CONT. RIBBON BOARD. OF FLOOR TRUSS
AT HORIZONTAL JOINTS. 3-10d COMMONS 4 FASTEN TO TRUSS LU ...
UPLIFT ------ BETWEEN TRUSS WITH 2-16d COMMONS ATTACH TO FLOOR TRUSS SIMPSON 2-A35F BETWEEN 0- . .....
CONNECTOR, w/2-12d TOENAILS 0
VERTICALS. FASTEN WALL FRAMING - EACH FLOOR TRUSS
SEE PLAN CEILING
LINE WALL FRAMING —: w/3-10d TOENAILS
SIMPSON HTS20
kFULL HEIGHT FLOOR TRUSS PERPENDICULAR z Ltz N
@ EACH FLOOR TRUSS STUD WALL,
0
ANCHOR SEE PLAN.
FLOOR TRUSS EARALLEL ARCHITECTURAL
S OF
IN LIEU OF BLOCKING TRUSS, 2x12 BLOCKING MAY BE p I 1_�
USED BETWEEN EACH ROOF TRUSS WHERE HEEL HEIGHT CLADDING, SEE 8/S2.2 SEE ARCH. 0 1
IS LESS THAN 15"
TYPICAL ROOF TRUSS CONNECTION K2"s\ FLOOR TRUSS AT WALL FRAMING r7s� TRUSS OUTRIGGER SECTION Luis A. Ponti8o, PE
FL PE#53311
SCALE: N.T.S \S2.3/ SCALE: 3/4" 1'-0" �S2.3/ SCALE: 3/4" 1'-0"
REWSIONS DAT"E
DBL. TOP MAX NOTCH HEADER 8d COMMON NAILS
PLATE,--\\ + BELOW TOP PLATE AT 3" O.C.(TYP)
0 01 PORCH
. 0i
8-GUN NAILS- HEADER, 2x12 OR (2)2x6 OR (2)2K4 SYP#2 LEDGER,
0 01 SEE PLAN. FASTEN TO ROOF FRAMING BELOW
H3 UPLIFT 2x4 SPF#2 ROOF FIELD ALTERAMON
FULL HEIGHT wl 4-12d NAILS AT EACH RAFTER. STRAP
ROOF SHEATHING SEE 7/S2.3 RAFTER @ 24" O.C. CONTRACTOR SHALL CONTACT LOU
ANCHOR OR HOLD ROOF SHEAT PON71GO&ASSOCIATES PRIOR TO
MIN. (2)2x4 WOOD OVERFRAN/E RAFTERS, SEE PLAN. PER PLAN MAKING ANY STRUCTURAL FIELD
DOWN AT BASE OF 16d COMMONS MODIFICATIONS WHICH MAY VARY
POST BELOW. & (1) ADJ. 2x4 RIBBON SEE 10/S2.3 FOR 8 0.C. ALL STUDS FROM THE INTENT OF THE ORIGINAL
TO PORCH HEADER. BOARD UPLIFT STRAPPINn CONSTRUCAON DOCUMENTS.ANY
OPTION A FIELD ALTERNATIONS MADE PRIOR TO
BEING APPROVED BY LOU PONFIGO&
MAY RESUI-T IN
(2)2X6 SPF#2 ADDITIONAL ENGINEERING OR
SIMPSON H3 w,' 10-8d COMMON
LSTA12 FOLDED NAILS FROM RAFTER TO LEDGER 2x6 SPF#2 PLATE BELOW INSPECTION FEES.
DOUBLE TOP PLATE OVER TOP PLATE AND LEDGER TO ROOF MEMBER. THESE STRAPS WALL.
CONTINUOUS OVER- MAY BE OMITTED
HEADER w/5-10d NAILS 2x4 SPF#2 FLOOR
BLOCKING WHEN OVERFRAME 16d COMMONS
6" INTO TOP PLATE SHEATHING
RAFTER LENGTH @ 8"O.0
MAX44 5-10d NAILS INTO ALT. TO BOTH H3 ABOVE
BEAM. SPACE LESS THAN 4'-0"
i PROVIDE MTS12 OR CS16 DIRECTLY I . 0?
I @ 24" O.C. ROOF MEMBER. BETWEEN OVERF�AMING RAFTER i FLOOR _,,X __T
00 AND ROOF MEMBER. TRUSS SHEATHING CONTINUOUS TO
IIN
T
G
YP)
2X12 OR
FASTEN To
W/ 4_1 2d
2
N
R
2
A
x
0
OW
I M P,
S 7z
NA IL�
AND
SPF#2
OCKING
ALT
TOP OF RIBBON BOARD
8-GUN
FRAMING H
NAILS WALL SIMPSON H2.5T
EACH SIDE OF
PROVIDE SOLID SPF#2 BLOCKING AT PANE- JOINTS ADJACENT (2)2x6 FLO07R
TRUSS
M IN. (2)2x4 WOOD TO TIE IN OF OVERFRAME RAFTERS TO TRJSS FRAMING. 2x4 SPF#2 SCAB. 7
S To
BELOW. & (1) ADj'
ASTEN TO TRUSS Ljj
OPTION B TO PORCH HEADER'. WITH 5-10d COMMONS U
no,
5 FLOORT,,RUSS BLOCKING H Ln
K'4"� TYPICAL PORCH BEAM CONNECTION DECK LEDGER AT OVERFRAME RAFTERS OVERFRAMING AT FLOOR TRUSS r7
MEN (__6
SCALE: 3/4" 1'-0" NOTED S2.3 USE THIS DETAIL TO FASTEN OVERFRAMED ROOFS, VALLEYS, ETC 32.S/ SCALE: 3/4" = V-10" \S2.3/ SCALE: 3/,4" = 1 '-0" 0
T.
TOP PLATE TO STUD ROOF FRAMING U
FOR RAISED HEADERS, STRAP THE TOP UPLIFT STRAP UPLIFT CONNECTOR il—
PLATE TO HEADER WITH LSTA12 @ 32" O.C. H2.5A @ 32" ON-CENTER \ FOR RAISED HEADERS, STRAP THE TOP UPLIFT STRAP
IN LIEU OF THE H2.5A STRAPS ROOF SECOND ETORY PLATE TO HEADER WI�H' LSTA12 @ 32" O.C.
FRAMING TOP PLATE ELEV. Al_ IN LIEU F THE H2.5T STRAPS ROOF z
SECOND STORY SECOND STORY
TOP PLATE ELEV. TOP PLATE ELEV.
OF CRIPPLE STUD
TO S UD M 3TA114 STRAP EA(jH @ 32" O.C. TO STUD
H2.5A@ 32" ON-CENT ER STUD TO LOWER FRAMING: DE 01-1 HEA[ R H2.5A@ 32" ON-CENTER
SIMPSON MSTA48 CR CS16 STRAP \ SIMPSON H2.5\T
TOP & BOT. OF @ 4�" ON-CENTER TO"1P & BOT. OF
HEADER TO JACK STUD CRIPPLE STUD HEADER TO JACK STUD CRIPPLE STUD
MSTA24 STRAP EACH @ 32') 0.C. FR� NG 2 MSTA48 OR\�,� MSTA24 STRAP� EACH @ 32" O.C.
SIDE OF HEADER CS16 TRAP SIDE OF HEADER
V WOOD
2ND FLOOR ELEV.
T. FRAMING
STUD TO LOYVER Ir RANAING:
STUD TO LOWER FRAMING: MSTA24 OR CS16 STRAP
X DETAILS
MSTA24 OR CS16 STRAP 1 S7 FLOOR TOP @ 32" ON-CENTER
@ 32" ON-CENTER
PLATE ELEV.
LOWER
2 MSTA24 OR CS16 --RAMING 2 MSTA24 OR
2 MSTA24 OR CS16 KING STUD TO LOWER DO NOT SCALE DIMENSIONS FROM
THESE DRAWINGS IF A DIMENSION 15
T. STRAPEACH END CS16 STRAPS UNCLEAR REFERTO THE
A OF WALL SEGMENT ARCHITECTURAL DRAWINGS OR
STRAP EACH END RAMING 2 MSTA24 Y.,
OF WALL SEGMENT CS16 STRAPS w CONTACT THE E.O.R.
PLAN NAME
LNU A E t So
0r K L D
DRAWINGS
N=R RE RTO
HTECTURAL ORAW,
C
_A T THE r
H.O.F
DESIGN/DRAWN/CHECKED
2ND FLOOR ELEV. 2ND FLOOR ELEV.
I 11 13 1 H�.5A TOP & BOT. OF CS / WAC/LAP
DATE
C IPPLE STUD
THREADED ROD 32" O.C. 02.26.15
SEE PLAN FOR SIZE SCALE
AND SPACING STUD TO 8 1 PLAT FLOOR FRAMING, -/ Y4%02" LAG SCREWWIT� AS NOTED
SDWC15600 SCREW. SEE PLAN ROUND WASHER 0 32 LPA No.
WOOD BEAM @ 32" O.C. 0.C. TO FLOOR FRAMING COTE-15-00010
CONVENTIONAL WALL OR BLOCKING CONTROL No.
CONVENTIONAL WALL UPLIFT STRAPPING TO BEAM 9 �� UPLIFT STRAPPING TO WALL. a HEADER BELOW rio-'N CONV. WALL UPLIFT STRAPPING TO FLOOR FRAMING SHEET
�.3 SCALE: 3/4" = V-O" ES2.,7 SCALE: 3/4" = 1'-0" �.3 S CO20 3