HomeMy WebLinkAbout50472-z 12-0" SA SS-c, �'�00
ABBREVIATIONS 12_0.. _ _ _ _ _ — — — — — IT
Classification/Floor Area M
ACQ ALKALINE COPPER QUATERNARY LVL LAMINATED VENEER LUMBER
Floor Level Existing Proposal Total �y �
Cellar Finished
ACT ACOUSTICAL TILE MAX MAXIMUM I o1
AL ALUMINUM MIN MINIMUM I I ( O O O t
ALT ALTERNATE MRB MARBLE 2 x 4 Roof Raft rs @ 16 OC Treated 4 x 4 I 1st Floor O O O
AFF ABOVE FIRST FLOOR MS MARBLE SADDLE I 2 x 6 CJ @ 32 OC w N 2nd Floor
ASF ABOVE SUBFLOOR MTL METAL UUU
A.S. ALUMINUM SADDLE NA NOT APPLICABLE I Total O O D
IL A.P.B. ANTHONY POWER BEAM NIC NOT IN CONTRACT I O O O
B.C. BRICK COURSES NOM NOMINAL Treated 4 x 4 2t
BD BOARD NR NOT REQUIRED o I I Garage O O O #
z �� 2 x 4 RR @ 16 OC ►_ �- Front Porch
BOT BOTTOM NTS NOT TO SCALE x I • —1 �
BLDG BUILDING OC ON CENTER ap ,� Q O ;
CBB CEMENT BACKER BOARD OGC OCCUPANT(5) o p° I +0 I N Rear Porch O O O
CL CLOSET OH OVERHANG `� v I ry GLG CEILING PART. PARTI Decks O O O � .. {
TION 2 x 6 Ridge •
GLR GLEAR(ANCE) PG POURED CONCRETE Q I _ a I •
COL COLUMN PT POINT d +� •,,
ONG CONCRETE PKT POCKET
CMU CONCRETE MASONRY UNIT RAD RADIUS
CT COLLAR TIE REQ. REQUIRED o
CJ CEILING JOIST REV REVISION(5) Treated 4 x 4 �^ O
Simpson Strong-Ti C)
CANT CANTILEVER RM ROOM Sip Rafter to Top Plate H2A - Rafter Clip H
GMD CARBON MONOXIDE DETECTOR. RR ROOF RAFTER x U �
DIA DIAMETER R/R REMOVE AND REPLACE N Connection Detail A
2x4RR@160C I LL
DIM DIMENSION SEC; SECTION 07 � I I �D OR DOOR SF SQUARE FEET °1 0 0
DTL DETAIL 51M SIMILAR ~
3 , I Loft Area 2 x 6 @ 16 OC �c 12 Overhang O
DWG DRAWING SQ SQUARE
NRidqe:'
DN DOWN STL STEEL Loft Area 2 x 6 GJ @ 16 OGEA EACH SO SMOKE DETECTOREL ELEVATION STD STANDARD2xN k 2x6 d e
EQ EQUAL TG TOP OF CURB �Y
EX EXISTING TEL TELEPHONE Treated 4 x 4 o IV,:Y�
+
EXH EXHAUST THK THICKNESS 71 x q
I D I R301.2.1.1 (2015 Residential Code of New York State)
EXT EXTERIOR TOS TOP OF SLAB 2 x 4 RR 16 OC Desi n Criteria Construction in regions where the basic wind speeds
cv @ gEF EXHAUSTFAN TX TOILET EXHAUST o ' 0 q I exceed from Figure R301.2(4) equal or exceed
66
130 miles per hour shall be designed in accordance �'
W EGRESS WINDOW TXF TOILET EXHAUST FAN o, ^ Z
FG FIRE CODE TYP TYPICAL ~ I with one Of the following:FD FLOOR DRAIN TEM TEMPORED Treated 4 x 4 — — — — — — — — — — g: z
( ) Plans have been designed
FIN FINISH ED TEMP TEMPORARY 4" PG Slab Floor Plan
FLR FLOOR(INS) UON UNLESS OTHERWISE NOTED in accordance with: 2020 New York State Residential Code
FPSG FIRE PROOF SELF CLOSING VIF VERIFY IN FIELD Roof Plan Cn
z
Foundation Plan CLIMATIC $ GEOGRAPHIC DESIGN CRITERIA:
FT FOOT(FEET) WC WATER CLOSET Table R301.2 v
FJ FLOOR JOIST WR WATER RESISTANT ( (1)
GA GAUGE 26'-0"
GALV GALVANIZED 24'-0° Wind Exposure Category: B Q
GFI GROUND FAULT INTERRUPT Ground Snow Load: 20 PSF a
GL GLASS
t Wind Speed:
GWB GYPSUM WALL BOARD 130 110 fastest m mile)Oust
h� p
3 sec
HG HOLLOW GORE Special Wind Region: NO
HOW HARDWARE
HM HOLLOW METAL Windborne Debris Zone:
NO
HOR HORIZONTAL Seismic Design Category
w
HP HIGH POINT g g C
HT HEIGHT
E Weathering Severe
IN HEATING/VENTILATION/AIR CONDITION Frost Line Depth: w Z 0
IN INCH
INT INTERIOR 12 Pt 36 inches `�
0
INV INVERT 12 12 + Termite Infestation: Moderate to Heavy
JT JOINT
KIT KITCHEN 12 o Decay Probability: Slight to Moderate Q
LAV LAVATORY W
Winter Design Temperature:
Ice Shield Underlayment Required Valleys and Perimeter ¢' Z
Flood Hazard Exempt Q
Air Freezing Index Slog w w N
Q � d-
Mean Annual Temp 51
MIN. DESIGN PRESSURE DP RATING: o Q
Windows 0PZONE
ONE 4 DP 25
Rear Elevation Doors m 5 DP 30
o ZONE 1 DP 25 U E-q
cfl ZONE 2 DP 30 �
W
Front Elevation h ZONE 3 DP 30 Q
n ZONE 1 DP 20
Legend
�_ ZONE 2 DP 45
ZONE 3 DP 45
Existing Walls to Remain Zane Diagrams
Existing Walls to be Removed - _ _ _ _
,.
New Walls and Partitions 0 .�=- , _ 41 _
Insulation 4
` z
Door Goble Interior �
Wall ®Zane y
Wlndow Zoone -ell "a ®Zone eter W
s
Structural Beam
2 x 10 Ridge Asphalt Shingles over 15# Felt Minimum Uniformly Distributed Live Loads: Table R301.5
Outlet Asphalt Shingles over 15#Felt over 1/2"CDX Plywood Sheathing USE LIVE LOAD DEAD LOAD
over 1/2"COX Plywood.Sheothing
over 2"x 4 RR @ 16 OC Exterior Balconies �° N
over 2'x 6 RR @ 16 OC 60 psf 10 psf
GFI Outlet 2 x 6 Ridge Decks 40 psf 10 psf w N
Passanger Vehicle Garages 50 psf as per plan -'
N4.4
Switch ATTICS without Storage 10 psf 10 psf '' 0 H >.
Right Elevation ATTICS with Storage 20 psf 10 psf z
"Simpson" H2A at AllSleeping
A A
Ceiling fixture A
ROOMS other than Slee in Rooms 40 psf 10 psf a A Exterior Fixture New Rafters Sleeping Rooms 30 psf 10 psf +J v
U 3 x
-� (See DetaiQ 2 x 4 CJ @ 32"OC i w A A
Stairs 40 psf 10 psf SCALE:
Guardrails and Handrails 200 psf 10 psf 1/4 =
Smoke Detector O P p
CO Detector (2)2 x 4 Plate (2)2 x 4 Plate Live + Ground Snow Load 12 psf for Attic
20 psf 15 psf for Cath �S
ALLOWABLE DEFLECTION: Table R301.7
Vent ® T-111 Siding over 2"x 4"studs Structural Member Allowable Deflection c`>
@160C
i
Vent/Light reated 2 x 4 Plate 5/8 Ply Floor Rafters having slopes greater than 3/12 with no finished �A 77006
Ceiling Fan hf Treated 2 x 4 j ceiling attached to rafters L/180 �FE'$$ION�'
g FJ @ 16 OC Interior
and Plastered Ceilings H/180 DWG. NAME:
ngs
ra Floors Partitions
L/180
Treated 2 x 4 Plate COVER
i All other Structural Members L/240
Exterior Walls w/plaster or stucco 1-1/360 SHEET
Left Elevation Exterior Walls-Wind Loods(a)w/Brittle Finishes L 240
Treated 2 x4 @ 16 OC, Treated 4 x 4
6"Pr—slob Exterior Walls-Wind Loods(a)w/Flexible Finishes I H2O
Section DWG. NO.:
Note: L= Span Length H= Span Height
I
ja. The Wind Load shall be permitted to be taken as 0.7 times the cowl
Component and Cladding loads for the purpose of the determining
deflection limits herein
PAGE 1 OF 2
i
N
TABLE R402.2 MINIMUM SPECIFIED COMPRESSNE STRENGTH OF CONCRETE 00
GENERAL NOTES FIRE/SMOKE DETECTION RIDGE STRAP DETAIL GIRDER TO S.S.P. COLUMN TYP WALL/WINDOW AIR SEAL I
TYPE OR LOCATION OF CONCRETE CONSTRUCTION
a. ALL CONSTRUCTION TO CONFORM TO ALL STATE AND LOCAL CODES. MINIMUM SPECIFIED COMPRESSNE INSTALLATION @ 16"O/C M
b.THESE DRAWINGS DO NOT INCLUDE COMPONENTS NECESSARY FOR CONSTRUCTION SAFETY. a. 11NSTALL SMOKE& CARBON MONOXIDE DETECTORS AS SHOWN ON PLAN.
CONTRACTORS ARE SOLELY RESPONSIBLE FOR SUCH COMPONENTS. b. SINGLE&MULTIPLE STATION SMOKE ALARMS ARE ALSO TO BE INSTALLED IN CELLAR AND SHALL STRENGTHa(fc) LSTA24-980 lbs. UPLIFT
BE INTERCONNECTED SO THAT THE ACTUATION OF ONE ALARM WILL ACTUATE ALL ALARMS IN
C. BUILDER TO OBTAIN CERTIFICATE OF OCCUPANCY(C.O.) weathering Potan aI b ° °
d. BUILDER TO CARRY WORKMAN'$COMP. INS. IN AMOUNTS AS REQUIRED BY LAW. ACCORDANCE W/R314.POWER SOURCE FOR SMOKE ALARM SYSTEM IS TO COMPLY W/R314.
C.AT LEAST ONE CARBON MONOXIDE ALARM IS TO BE PROVIDED IN EACH DWELLING UNIT, IN THE Negligible Moderate severe > ° ° u
e.ALL WORK SHALL BE FULLY GUARANTEED FOR ONE YEAR AFTER C.O.IS ISSUED. IMMEDIATE VICINITY OF BEDROOMS ON THE LOWEST FLOOR LEVEL.THE CARBON MONOXIDE Basement walls,foundo+l"a and o"her Concrete m&expo.edro the w°°"ter
f. OWNER TO BE RESPONSIBLE FOR FINAL SURVEY AND COSTS AS REQUIRED BY BUILDING 2.500 2,500 2,5ooc %9
ALARM IS TO COMPLY W/UL 2034 AND UL 217, AND IS TO BE INSTALLED AND MAINTAINED IN t
DEPARTMENT. BasemsH slabs and I tenor slabs on grade,except garage floor slabs 2,500 2,500 2,500c 1� DEICING GYPSUM BOARD AS AIR BARRIER Q�
g.ENGINEER HAS NOT BEEN RETAINED FOR ANY FIELD SUPERVISION OR INSPECTION. d. EXTERIOR WALLS& INTERIOR LOAD IBEAR BEARING WALLS TO HAVE FIREBLOCKING
h. DRAWINGS ARE NOT TO BE SCALED BY CONTRACTOR. ANY DISCREPANCIES ON DRAWINGS ARE TO workv osedIt ;thew°"-nw°I''•° " orw°I''°"d° r "n`a`on"'" � S.S.P. CAPS - KLCC SERIES CONTINUOUS BEAD OF SEALANT
work exposed to the weather 2,500 3,000d 3,000d t
BE BROUGHT TO ENGINEER'S ATTENTION IMMEDIATELY PRIOR TO CONSTRUCTION. 16d NAILS ALL HOLES I
I.THIS ENGINEER HAS BEEN RETAINED FOR WORK.SHOWN ON THIS DRAWING ONLY. ENGINEER IS NOT ELECTRICAL NOTES Parches,carport slabs and at"exposed to the weather,and garage floor slabs 2,500 3,000d 3,500e CONTINUOUS BEAD OF SEALANT
RESPONSIBLE FOR OTHER ALTERATIONS AND CONDITIONS. a.ALL WORK SHALL COMPLY WITH THE NATIONAL ELECTRICAL CODE AND LOCAL UTILITY CO.
J.DESIGN IN COMPLIANCE W/2020 RESIDENTIAL CODE OF WS, 2020 ENERGY CONSERVATION CODE CONTINUOUS MINIMAL EXPANDING FOAM AT
OF WS,WFCM 2018& AISC/SEI F7-05 b.ON NEW WORK BASE BID ON 200 AMP SERVICE. For 51:1 pound per square le-h.5.8_5 TYPICAL FRAMED OPENING s kPa. WINDOW PERIMETER ;
c.ALL WIRING TO BE MIN. 14 AWG. a.Strengdt at 28 deys pal.
d. CONVENIENCE OUTLETS TO BE 18"A.F.F.,UNLESS NOTED OTHERWISE. 3•NAILS METALSTRAP CAP -°
SITE NOTES e.PROVIDE GROUND FAULT INTERRUPTER OUTLETS AS PER CODE. b.see cable R301.20Q far weathering potental. AT°G.C. PLATE TOP WINDOW UNIT AS AIR BARRIER
f. ELECTRICAL CONTRACTOR TO PROVIDE HOOKUPS FOR HEATING AND AIR CONDITIONING SYSTEMS. C.Concrete In these Iocatloee Ihar may be subject to freezing and thawleg during construction shall be alr-entrained ancre a OVER HEADER CONTINUOUS MINIMAL EXPANDING FOAM AT '.
a. PITCH GRADE AWAY FROM BUILDING. g. ELECTRICAL CONDUCTOR PENETRATIONS THROUGH BUILDING STRUCTURAL COMPONENTS MUST In do=rdunce wl,h Footnote d. (1 FRAMING
WINDOW PERIMETER
b. PROVIDE DRY WELLS AS REQUIRED. COMPLY w/SECT. E3402. "
C.ALL TREES WITHIN 15'OF CONSTRUCTION TO BE PROTECTED. h. PROVIDE MAINTENANCE CLEARANCE AROUND CIRCUIT BOX BOILER ETC. SEE SECT. E3405. d.Giha�er al be alr-entraleed.Total alr""tent(percent by vdume of concrete)`hall be"or less than 5 percemr x more �� CLIPS
n , p I ° BOTH CONTINUOUS BEAD OF SEALANT
d.ANY LANDSCAPING DAMAGED BY CONSTRUCTION OPERATION I. ELECTRICAL CONTRACTOR TO COORDINATE WITH OTHER TRADES. SeeFOR2x 8• SIDES
e.5 Sector R402.2 for maximum eemeMitlous materials convent
,
SHALL BE REPLACED AS REQUIRED. LINTEL °°
e.ALL CURBS, SIDEWALKS, ETC.DAMAGED SHALL BE REPLACED. a Far gar age noire wth o,toel iraveed a"Iah,reduction ofthe total alr coerce,(percent by voNme oF Concrete),t ras es,than USE SIX LINTEL CONTINUOUS BEAD OF ADHESIVE 'Ut':'•:t
3 percent Is permitted If the specIfed comprssslve strength of the arnaete Is Increeeed to not loss than 4,000 F.I. ATTIC EAV E AIR SEAL 3'NAILS MEMBERS
°
EACH END;
EXCAVATION NOTES INSULATION NOTES INSTALL 1"RIGID INSULATION CUT TO FIT BETWEEN THE RAFTERS.FOAM LMEL° °° TREATED
SEAL BOTH SIDES ALONG RAFTER WITH EXPANDING FOAM SEALANT. ° TRIMMER
a. EXCAVATION CONTRACTOR TO EXCAVATE TRUE TO LINES AND GRADES DOWN TO a.ALL EXTERIOR WALLS, ROOF &FLOORS OVER UNCONDITIONED SPACES SHALL BE TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALS° MAINTAIN EQUAL VENT SPACE FOR LENGTH OF RIGID INSULATION USE EIGHT • � CONTINUOUS(BEAD OF SEALANT
SPECIFIED LEVELS. INSULATED. ALL INSULATION TO BE FIBERGLASS. FOIL FACE WITH FOIL ON WARM / / 3'NAILS °
b.ALL TOP SOIL TO BE STOCK PILED FOR FUTURE USE.ALL EXCAVATED GOOD EACH END TREATED
SIDE. CARE SHOULD BE TAKEN NOT TO TEAR FOIL VAPOR BARRIER. GLASS OF MATERIAL LOAD-BEARING / ° F-'
MATERIAL NEEDED FOR BACK FILL,TO BE STOCK PILED SEPARATELY, NOT NEEDED / SILL PLATE
MATERIAL AND UNACCEPTABLE MATERIAL TO BE LEGALLY REMOVED FROM SITE, b.ACOUSTICAL INSULATION TO BE PROVIDED IN WALLS, FLOORS AND CEILING AROUND PRESSURE(pounds per square foot / 3'NIAILS �CONTINUOUSEAD OF SEALANT A
ALL BATHROOMS AND MECHANICAL ROOMS. INS ALL 1"RIGID / AT12.O.C. TREATED
c.BACK FILL SHALL BE PLACED IN 12"LIFTS& COMPACTED TO 95%OF MODIFIED Crystalline bedrock 12,000 INSULATION VERTICALLY VENTED s• BOTTOM PLATE O rT;
c.PROVIDE PERIMETER INSULATION AS PER CODE AT ALL FOUNDATION WALLS. To CONNECT INSULATING AIRSPACE {h^%/
PROCTOR DENSITY. d. R-VALUES ARE SHOWN ON SECTIONS. Sedimentary and foliated rock 4,000 SHEATHING TO RIGID FULL- METALdoIST
ATTIC W 0
INSULATION BAFFLE. LENGTH °o HANGERS OR
REINFORCING NOTES e. MOISTURE VAPOR RETARDANTS ARE TO INSTALLED ON THE WARM-IN-WINTER SIDE Sandy gravel and/or gravel(OW and GP) 3,000 FOAM SEAL BOTH JOINTS INSULATION WALL TREATED FRAMING CLIPS
x
OF INS.IN ALL WALLS/FLOORS/ROOFS/CEILINGS IN ACCORDANCE w/SECTION R322. Sand, silty sand,clayey sand,silty gravel and clayey gravel /
a. ALL REINFORCING BARS TO BE OF THE DIAMETER SHOWN DEFORMED INTERMEDIATE f. INSULATION MATERIAL IS TO COMPLY w/SECTION R302.10 AND IS TO HAVE A FLAME (SW,SP,SM, SG,GM and GC) 2,000 / / STUDS STUDS ENOT
GRADE NEW BILLET STEEL CONFORMING TO ASTM A 615 GRADE 60 HAVING A DESIGN SPREAD INDEX NOT TO EXCEED 25 w/A SMOKE DEVELOPED INDEX NOT TO EXCEED / — — FOR DOORS
STRENGTH OF 60,000 PSI. 450.TESTING METHODS MUST COMPLY w/ASTM E84 STD OR UL 723.ALL EXPOSED Glary, sandy clay, silty clay,clayey silt, silt and sandy silt ,
b.TYPICAL COVER FOR ALL REINFORCING BARS BE THREE (3)INCHES FOR BARS INSULATION ON ATTIC FLOORS ARE TO HAVE MIN. CRITICAL RADIANT FLUX OF 0.12 (CL, ML, MH and CH) 1,50Gb GIRDER/POST/FOOTING CONN.
PLACED AGAINST EARTH AND 2"FOR BARS PLACED AGAINST FORMS UNLESS WATT/CM .TESTING TO BE CARRIED OUT AS PER ASTM E970 STD.EXTERIOR /
OTHERWISE SHOWN. INSULATING FINISH SYSTEM TO COMPLY w/R703.9. GIRDER
C.ALL BARS TO BE CONTINUOUS UNLESS SPECIFIC LENGTHS ARE SHOWN.ALL SPLICES NAILING SCHEDULE: Table Table 0502.3(1)2020 IRC CONTINUOUS BEAD
TO BE FORTY (40) BAR DIAMETERS MIN. OF SEALANT
d.WELDED WIRE FABRIC(WWF)TO BE 6"x 6"SPACES, #10 x#10 GAUGE WHICH SHALL WINDOW AND DOOR NOTES Note: This schedule does not include nailing for metal framing straps(see section —1 1/2°RIGID GIRDER TO S.S.P. COLUMN DETAIL'A'
CONSIST OF COLD DRAWN MEMBERS HAVING AN ULTIMATE STRENGTH NOT LESS THAN a.ALL WINDOWS AND SLIDING GLASS DOORS TO BE VINYL CLAD WOOD WITH for strapping and requirements section for rough opening framing INSULATION KCC SERIES COLUMN CAP
70,000 PSI.WWF TO BE PLACED AS SHOWN ON THE PLAN. 10d NAILS ALL HOLES
INSULATED GLASS, SCREENS& LOCKS AS MANUFACTURED BY ANDERSEN OR requirements). 0 O
e.ALL REINFORCING TO BE SECURELY FASTENED TO RESIST MOVEMENT DURING APPROVED EQUAL SIZES AND TYPES AS INDICATED ON PLANS.UNLESS All nailing is a general specification it applies unless otherwise noted. WOOD POST
CONCRETE PLACEMENT. OTHERWISE NOTED. PAU SERIES POST ANCHOR
f. WELDED WIRE FABRIC OF EQUIVALENT STEEL AREA MAY BE SUBSTITUTED FOR ANY b.ALL EXTERIOR DOORS TO BE INSULATED METAL,AS MANUFACTURED BY °
REINFORCING BAR GRID. BENCHMARK, STANLEY OR EQUAL. SIZES AND TYPES AS INDICATED ON PLANS. Joint Description No.of Nails Nail Spacing a GRADE
CONCRETE NOTES FULLY WEATHER-STRIPPED, LOCKS.UNLESS OTHERWISE NOTED. ROOF $ CEILING FRAMING O O ,a/a"GALVANIZED LAG I
c.ALL INTERIOR DOORS TO BE 1 3/4"THICK,HOLLOW CORE, FLUSH BIRCH,U.O.N.ALL GIRDER TO CONCRETE PIER DETAIL BOLTS(4) I CONCRETE FOOTING Z
a. ALL CONCRETE TO BE f'c= 3,500 PSI @ 28 DAYS UNLESS OTHERWISE NOTED. DOOR JAMS AND BUCKS TO BE CLEAR PINE. - ANCHOR BOLT 0
-CONC. STEPS TO BE 3,500 f'c @ 28 DAYS Rafter to To Plate Toe-Noll (3)10d Common Per Rafter /3/8"%`)rCx3 1/2" LONG LAG BOLTS
CONTINUOUS WELD U
b.ALL EXPOSED CONCRETE TO BE AIR ENTRAINED. Q
c. SOIL VALUE ASSUMED AT=-1 TON PER SQ. FT.AT DEPTHS NOTED. SOIL CONDITIONS Ceilin Joist to To Plate Toe-Nail (3)8d Common Per Joist
TO BE VERIFIED PRIOR TO CONSTRUCTION.WATER FRONT OR PROPERTIES IN CLOSE ENGINEERS NOTE - FOR ADDITIONS &ALTERATIONS ONLY 6"
PROXIMITY TO BEACH, CANAL, WATER, ETC.TO PROVIDE THIS OFFICE WITH TEST Ceiling Joist taps over Partition(Face-Nail) (3)16d Gammon Each Lap U 0
HOLE DATA BY LICENSED OR CERTIFIED SOIL MECHANIC. THE ENGINEER HAS BEEN RETAINED TO DESIGN AN ADDITION T0,RENOVATE OR LEGALIZE THIS STA DARD BASE PLATES&CAPS RAFTERS TO RIDGE CONNECTION
d.BOTTOM OF EXTERIOR FOOTINGS TO BE 3'-0"MINIMUM BELOW GRADE.
EXISTING STRUCTURE. Ceiling Joist to Parallel Rafter(Face-Nail) Table R8025.2 Each Lap
e.ALL FOOTINGS TO REST ON VIRGIN UNDISTURBED SOIL. Collar Tie to Rafter Face-Nail 3 10d Common Each End 4 LS268-675Ibs,
BEFORE DESIGNING BEGINS,THE ENTIRE STRUCTURE IS MEASURED AND EXISTING CONDITIONS ARE
f.STEP FOOTINGS DOWN AS REQUIRED. MAXIMUM STEP FOOTINGS SHALL BE ONE /2 POST ANCHOR DETAIL UPLIFT C
DRAWN. THE BUILDING STRUCTURE AND ITS STRUCTURAL INTEGRITY ARE VISUALLY INSPECTED AND TMU26-6401bs.
VERTICALLY TO TWO HORIZONTALLY WHERE ELEVATIONS CHANGE. NOTED. POTENTIAL PROBLEMS AND HAZARDS ARE ADDRESSED AND REMEDIES ARE NOTED ON THE Blockina to Rafter T - it (3)8d Common Each End y�2 UPLIFT cn
g. WALL FORMS TO REMAIN IN PLACE IN PLACE 3 DAYS MINIMUM. PLAN. _ _ REFERENCE3.3B
h. CURE AND SEAL ALL SLABS ON GRADE WITH 2 COATS HORN CLEAR SEAL OR EQUAL. Rim Board to Rafter End-Nail 2 1Gd Common Each End �/2 — — FOR NAILING 8/12 O
i.CONCRETE CONTRACTOR SHALL PROVIDE ADEQUATE BRACING FOR ALL WALLS AS NOT ALL EXISTING CONDITIONS OF A BUILDING ARE EASILY ACCESSIBLE FOR INSPECTION BY THE WALL FRAMING ►>_'
REQUIRED TO RESIST WIND AND CONSTRUCTION LOADS. ENGINEER. THEREFORE, ENGINEER'S LOOK FOR CLUES, FOR EXAMPLE: CRACKS, DIFFERENTIAL = = o o REQUIRED @ FZ-
j. PROVIDE SAWED OR KEYED AND FORMED CONTROL JOINTS FOR SLABS AND WALKS SETTLEMENT, CRUMBLING, ETC... SUGGEST THAT THE EXISTING FOUNDATION MAY BE FAILING OR To Plate to To Plate Face Nail 16d 24"O.C. per Foot °0 CATHEDRAL CEILINGS Q w
ON GRADE,AT 20'-0'MAXIMUM IN BOTH DIRECTIONS. ° IN ADDITION TO RIDGE W O
k. PROVIDE SLEEVES IN FOUNDATION WALLS AS REQUIRED FOR ELECTRIC PLUMBING SETTLING OVER TIME. THE FOUNDATION MAY NEED TO BE REPAIRED,REDONE OR REINFORCED,WHICH
WILL BE SHOWN ON THE DRAWINGS. THIS IS ONE OF MANY OF THE ENGINEER'S ROLES IN A PROJECT. t n r n F it 2 16d Common Each End TYPICAL S A6 UPLIFT H z' ° ° o STRAPPING 12/12 a 0 MECHANICAL, ETC. COORDINATE WITH OTHER CONTRACTORS, DRAWINGS,AGENCIES, °
ETC. E CONNECTION INSTALLATION I, CONCRTE FOUNDATION WALLS TO BE CAST MONOLITHIC.NO HORIZONTAL JOINTS THIS ENGINEER HAS INSPECTED THE EXISTING STRUCTURE AND FINDS IT TO BE STRUCTURALLY SOUND t F -Nail 16d 16"O.C. Each End I I o
SHALL PLACED IN WALLS. AS FAR AS THE PARAMETERS OF THIS PROJECT. EVERY PRECAUTION HAS BEEN TAKEN TO INSURE ° Q
m.ALL EXPOSED CONCRETE SLABS TO RECEIVE ENGINEERURAL FINISH AND THAT THIS STRUCTURE IS SAFE. IF A CONDITION IS DISCOVERED DURING DEMOLITION, CONSTRUCTION Header t Header F it 1Gd Common 16'o.c.along edges 2 ►-rl
SCORING AS PER PLANS AND SPECIFICATIONS. OR INSPECTION BY A BUILDING INSPECTOR THIS ENGINEER SHOULD BE NOTIFIED IMMEDIATELY IN
WRITING SO THE CONDITION OR CONDITIONS CAN BE RECTIFIED. f Plate t n - it 2 16d Common Per Stud HURRICANE STRAP DETAIL '^G Y ° U
n. NO CONCRETE OR MASONRY SHALL BE PERFORMED IN TEMPERATURES 40 DEGREES CROSS-SECTION PAU
F. OR LESS. NO CONCRETE SHALL BE CAST ON FROZEN SURFACES. Bottom Plate to Floor Joist, Band Joist, End RT30F 10d NAILS ALL HOLES U
o. NO ADDITIVES SHALL BE PERMITTED WITHOUT WRITTEN PERMISSION FROM ENGINEER. Jost or Blocking(End-Nail) 16d Common fro"O.G.Face Nail -995 Ibs. UPLIFT °
p.ALL FOOTINGS TO BE 8"OR 6"PROJECTION ON EACH SIDE OF FOUNDATION WALL PLUMBING NOTES
MIN. (2)#4 REBARS CONTINUOUS,UNLESS OTHERWISE NOTED (SEE PLANS). a. PLUMBING TO CONFIRM TO STATE AND LOCAL CODES. Double Top Plate Splice(Face Naile) (a)16d Each Side of Splice R310 ESCAPE/RESCUE OPENINGS RC LS268&TMU26
q. PROVIDE MINIMUM 2"x4"KEY BETWEEN FOOTINGS AND FOUNDATIDN WALL. b. PROVIDE SHUT OFF VALVES ON ALL SUPPLY LINES AT ALL FIXTURES. N TYPICAL LIGHT SLOPE HANGER
r. CRAWL SPACE VENTS, IN ACCORDANCE w/R408 ARE TO BE LOCATED WITHIN 3'-0" c. INSULATE ALL SUPPLY LINES. REFERENCE3.313
OF EACH CORNER OF THE BUILDING. d. PROVIDE FROST PROOF HOSE BIBS AS PER PLAN MINIMUM 2 PER NEW RESIDENCE. FLOOR FRAMING FOR NAILING a. MINIMUM 34 CLEAR INSTALLATION @ 16"o/c I—I
s.ALL FOUNDATION WALLS AT BASEMENTS TO RECEIVE BITUMINOUS WATERPROOFING. ° 5.7 SQ. FT AREA MINIMUM
SIZE OF HANGER DETERMINED BY SIZE OF RAFTER
IS.ALL FIXTURES TO BE AMERICAN STANDARD, KOHLER OR APPROVED EQUAL, 5.7 SQ. FT. (SEE MINIMU�
CARPENTRY NOTES FURNISHED& INSTALLED BY CONTRACTOR. EXCEPTION) Z
f.PIPING PENETRATIONS THROUGH FIRE-RATED WALL OR FLOOR ASSEMBLIES ARE TO t Sill Plate r Girder - it 3 8d Common Per Joist z < b. MINIMUM OPENING Q Q
a.ALL WOOD SILLS, BLOCKING,NAILERS, ETC. IN CONTACT WITH MASONRY,CONCRETE OR COMPLY W/P2603. a TYPICAL UPLIFT CONNECTION
SOIL TO BE ACQ(TREATED). HEIGHT 24
g.WATER& DRAINAGE PLUMBING IS TO BE INSTALLED IN ACCORDANCE w/SECT. r' in t i (Toe-Nall) 2 8d Common Each End °
o c.MINIMUM OPENING (FOR OPENINGS)
b. PROVIDE ALUM. TERMITE SHIELD& SILL SEALER AROUND ENTIRE PERIMETER. P2603.WOOD FRAME DRILLING&NOTCHING ARE TO BE IN ACCORDANCE w/ Pt
c.ALL NAILS, BOLTS,JOISTS HANGERS& FRAMING CONNECTORS TO BE HOT-DIPPED P2603.2. PIPE PROTECTION AGAINST PHYSICAL DAMAGE&CORROSION IS TO BE IS I in t i it 2 8d Common Each End TYPICAL RT16T a WIDTH 20" INSTALLATION
d. MAXIMUM SILL OPENABLE
GALVANIZED. TO BE IN ACCORDANCE w/P2603.2.1 & P2603.3. SEE P2603.4& P2603.5 FOR PIPES ° „ OPENABLE @16"O/C U
Each Block TRUSS/RAFTER TO DOUBLE 0 HEIGHT OF 44 AREA ,
d.ALL JOISTS,RAFTERS,HEADERS& GIRDERS SHALL BE DOUG FIR f b 850 PSI MIN. IN FIRE RATED ASSEMBLIES AND THROUGH FOOTINGS/FOUNDATION WALLS. Blocking t ill r T Plate(Toe-Nail) 3 1Gd Common e. MUST BE \ `AREA � v1
STUDS TO BE MIN. HEM FIR f'b 850 PSI. h. PIPE PENETRATIONS THROUGH FOUNDATION WALLS ARE TO BE COVERED w/A PLATE INSTALLATION @ 16"O/C o TYPICAL LSTA24 W Q
Ledger Strip to Beam Face-Nail 3 16d Common Each Joist OPERABLE
e.ALL SHEATHING SHALL BE 1/2"DOUGLAS FIR EXTERIOR GRADE PLYWOOD NAILED 6d SLEEVE 2 PIPE SIZES GREATER THAN THE PIPE PASSING THROUGH IT IN \ \ z LSTA24-980 Ibs.UPLIFT 20 GA. A V)
@ 6"O.C. 2 INTERIOR& INTERMEDIATE BLOCKING POINTS. COVERED WITH 15 LB. ACCORDANCE w/P2603.4. WITHOUT KEYS OR MINIMUM /5.780 F 1 1/4"x24" /
BUILDING PAPER OR CELOTEX INFILTRATION BARRIER PROPERLY TAPED& SEALED. I. PIPE SUPPORTS ARE TO COMPLY w/SECT.P2605.TABLE P2605.1 APPLIES, EXCEPT t r m T - it (3)8d Common per Joist GIRDER TO CONCRETE PIER DETAIL TOOLS i \ §
f. ALL SUB FLOORS TO BE 3/4"PLYWOOD NAILED WITH TWIST NAILS @ 6"O.C. LEAD PIPE IS NOT TO BE USED. PIPE MATERIALS ARE TO COMPLY w/SECT.P2609. pp CRIPPLE STUD
ALL WALL CORNERS TO BE MIN. 3 STUDS NAILED 16d- 12'O.C. WHERE THE VOLUMES OF ROOMS AND SPACES ARE COMBINED FOR THE PURPOSE OF n t of (End-Nall) 3 16d Common Per Joist MINIMUM SIZE WINDOW 2 MINIMUM SUE WINDOW
g' ANCHOR BOLT DETAIL FOR
20 CLEAR HEIGHT �g FOR24'CLEARHEIGHi STRAP REFERENCE3.3B
h. HEADERS,TRIMMERS&JOISTS UNDER PARTITIONS TO BE DOUBLED BLOCK BETWEEN PROVIDING INDOOR COMBUSTION AIR,THERE SHALL BE AT LEAST TWO OPENINGS n i t ill r T Plate -N f 2 16d Common Per Foot FOR NAILING
JOISTS UNDER PARTITIONS. BLOCK STUD WALLS @ 1/2 STORY HEIGHTS&AT PROVIDED, ONE WITHIN 1 FOOT OF THE CEILING OF THE ROOM AND ONE WITHIN 1 FOOT TYPICAL UPHD8 INSTALLATION �HEAfER
kw
UNSUPPORTED EDGES OF PLYWOOD. OF THE FLOOR FOR COMBINED USE OF INDOOR AND OUTDOOR AIR. SIZE OF VENTS Wood structural panels, Subfoor, roof and interior wall sheathing to �J FLOOR
I.ALL CAP PLATES TO BE DOUBLED& NAILED WITH 16d @ 12"OC LAP CAP PLATES AT TO BE DETERMINED BY MANUFACTURERS SPECIFICATIONS. framin and particleboard wall Sheathin to framin ANCHOR BOLT-TO-PLATE UPLIFT CONNECTION IS REQ'D.@ EA.
CORNER. g P g g -TO-STUD CONNECTION b HEADER STUDS,N ADDITIEND OF HEADER&9 ON TO
F
J. HEADERS OVER DOORS AND WINDOWS UP TO 3%0"WIDE TO BE (2)2x6 FOR OPENINGS See Table R602.3(3) for wood structural panel exterior sheathing CONNECTORS Q WALL STUDS&
SHEAR WALLS ONLY- THE CONSTRUCTION TYPE DESIGNATION SHALL BE "I", "11", Q TOP&BOTTOM OF CRIPPLES
3'-0"TO 5'-0"USE (2)2x8,UNLESS OTHERWISE NOTED. to wall framing
k. FOR HEADERS OVER 5'-0"LONG USE DOUBLE JACK STUDS. _. �____ _____._�_.___ ..______._____.___.. (SLAB ON GRADE,ETC.) "III", "IV", OR "V"TO INDICATES THE CONSTRUCTION
I __..______._. _...-- - -- - Table R602.3(3).__.w_._._ _. �___ ____.___.___ �___.__.. _�� Edges Intermediate UPHD8-3,300tbs.UPLIFT
1. MIN. BEARING FOR JOISTS,BEAMS& STUDS TO BE 3 1/2". __-.. _ _._� _-_— ._ ....___....._.. .._� _.._ _ _ _ _ _ —_ CLASSIFICATION OF THE STRUCTURE UNDER SECTION 602
m. PROVIDE SOLID BRIDGING MAX. 8'-0"O.C.IN ALL FLOOR CONSTRUCTION. Requirements for Wood Structural Panel ' 3/8"-1/2° Common 6"o.c. 12"O.C. �Rs&OD CREWS OF THE BCNYS FLOOR TO FLOOR CONNECTION
n.PROVIDE COLLAR BEAMS AT RAFTERS AS PER STATE&LOCAL CODES. (16 o/c @ - u Gd FOR CORN
!Sd Common
Wall Sheathing used to Resist Wind
OPENINGS 6-0"OR GREATER
4-5 ABOVE ATTIC FLOOR) OR 1/3RD WAY DOWN FROM RIDGE � - ---- -�--- TYP. CONNECTION FOR TWO
I Pressures 8d Common 6"o.c. 12"o.c. 0
o.ROOF FRAMING IS DESIGNED IN ACCORDANCE w/THE PROVISIONS OF CH.3 OF THE p__.___._._._. ____....__.._....... ..___.__ _,...__.__._ ,.____ ._.__._..._. �_____.__.._.._._.. . _..___._..,..__.a.._._ ____..__._.,.._u..,__.....___.._.. _._..-.-_.._.__ _._...__._.... 19/ 2-1
2018 W.F.C.M. i Minimum Minimum s/a"%%C ANCHOR BOLT@36"oc STORY APPLICATIONS
p. PARALLAM,MICROLLAM OR WOOD STRUCTURAL MEMBERS TO BE AS MANUFACTURED I t 1 1/8"-11/4" Od Common
6"o.c. 12"o.c. REFLECTI MINIMUM SHEAR WALL SEGMENT SIZE
BY TJI CORP. OR APPROVED EQUAL. Wood Nominal Maximum
VE WHITE ASPECT RATIO:H/L<3T ,
MATERIAL FOR STRUCTURAL MEMBERS IS TO BE IDENTIFIED IN ACCORDANCE w/R502.1 ! ` Other wall Sheathin WALL HT.(H) SEGMENT WIDTH W) W
Structural Panel Wall Stud i g
q' E 1/2"Structural Gellusic Fiberboard 1 1/2"Gaiv Roofing 2'-4'
MATERIAL FOR LOAD BRIG. STUDS, PLATES,AND HEADERS ARE TO BE IDENTIFIED IN ! Panel Span i Thickness j Spacing g 3"o.c. G"o.c. REFLECTIVE RED s'-r' 2'-8,
ACCORDANCE w/R602.1. (inches) I Sheathing Nail
Minimum Nail Ratin �^ it Spacing Ultimate Desi n Wind S eed h PANTONE#187
--- g._ — --( -- )— g p r ' L--' STUD TO FOUNDATION CONNECTION -
r. STRUCTURAL FLOOR MEMBERS ARE NOT TO BE CUT BORED,
NOTCHED
IN EXCESS - � �-�--.-�---° - - .__.- � � 25/32"Structural Gellusic Fiberboard 3/4"Galy Roofing
OF THE LIMITATIONS SPECIFIED IN FIG. R502.8. CUTS,NOTCHESS,,ANC HOLES BORED IN __.__ _. _.._......__..._._..___ .__ i Wind exposure category ail 3"o.c. 6"o.c. N
inn es Pane a
ENGINEERED WOOD PRODUCTS ARE NOT PERMITTED UNLESS THE EFFECTS OF SUCH ! Edges Field i slMPsoN Msr272oGA.METAL STRAP, DESIGNATION FOR STRUCTURAL COMPONENTS
PENETRATIONS ARE SPECIFICALLY CONSIDERED IN THE DESIGN OF TI'E MEMBER IN 1/2"Gypsum Wallboard 1 1/4 Screws T'o.c. T'o.c. 12 MIN.ON STUD SURFACE Z THAT ARE OF TRUSS TYPE CONSTRUCTION TYPICAL UPHD8 INSiIbLLATION
Size Penetration in Inches o.c. Inches o.c. B C D I
(� ) (�, ) (� )' F � HOLDOWNW/ 5/8"I�HREADEDROD � N
ACCORDANCE w/R502.8.2. STUD DRILLING &NOTCHING ARE ALSO TO COMPLY w/ _.._` - _.._ TYPICAL LSTA36 —
6d Common 1.5 24/0 3/8 16 6 12 140 115 110 5/8"G sum Wallboard 1 5/6 Screws 7"o.c. T o.c. / II
R602.6. (SEE DETAIL) _..___ __� _.._ ._ _._ H.� ____. ___ _ __..__._ _._._.__ ___._. _.._.. _._._ __ Gypsum II II _ Q
s. IN ACCORDANCE w/SECTION R312.1.3, REQUIRED GUARDS FOR HANDRAILS ARE TO 8d Common _1.75 24/16 j 7/16 16 _ 6 ._? 12 ' 170 _140 135_ (OR ENT) INCLUDING NOTE W
EQUIVALENT) 4? FLOOR FRAMING INCL N U cn
HAVE GAPS THAT DO NOT ALLOW PASSAGE OF A 4"C SPHERE ! � : 24 I 6 12 140 115 110 0o Structural panes combination su oar REFERENCE 3.3B 'IF" GIRDERS AND BEAMS J
Wood Ib
FOR NAILING "
t. STAIR TREADS SHALL BE 1 1/4—THICK CLEAR OAK, UNLESS NOTED. REQUIRED. __. . .._.___ 1/� MAYBE N w W J
u. INTERIOR TRIM SHALL BE CLEAR MATERIAL UNLESS OTHERWISE NOTED. 3/4 WRAP STRAP AROUND'or Less Gd Common G"ox. 12"o.c. STROKE H OR SHEAR O o F- M �
Q
v.WALL& CEILING FINISHES ARE TO HAVE A FLAME SPREAD CLASSIFICATION NOT SILL @1T OC ON EACH STUD 6" DIAMETER z
GREATER THAN 200 IN ACCORDANCE w/R302.9.4, &A SMOKE DEVELOPED INDEX TABLE P403.1 MINIMUM WII7rHI OF CONCRETE OR MASONRY FOOTINGS(inchez� 7/8"-1" 6"o.c. 12"ore, °C ANCHOR BOLT@36 --------
NOT1, "FR" z A A d
Sd Common �/8"%/o "OC W � -
GREATER THAN 450, IN ACCORDANCE w/R302.9.4.TESTING METHODS MUST TRUSS SIGN NOTE:INSTALL TRUSS SIGN AT LOCATION OF INCOMING ELECTRIC SERVICE.CONTRACTOR TO FURNISH AND INSTALL a�
COMPLY w/R302.9.3 1 1/8"-1 1/4" 10d Common 6 O.C. 12"o.c. LSTA36-1,305 Ibs.UPLIFT 18 GA.1 PROFESSIONALLY.FABRICATE AS DETAILED IN DWG, U A A U
LOAD-BEARING VALUE OF SOIL s 1/4"x36" TRUSS SIGNAGE REQ IF ENGINEERED WOOD ON PLANS
w. ALL CLOSET SHELVES T BE CLEAR PINE UNLESS OTHERWISE NOTED. (P fl For wood structural panel roof sheathing attached to able end roof framin and to / SCALE:
x. PROVIDE 1 "WOOD CLOTHES ROD IN ALL CLOSETS. 1,500 2,000 3,Ooo £4,00o P 9 9 9 FLOOR TO FLOOR CONNECTION
y. CERAMIC TILE SURFACES&INSTALLATION ARE TO COMPLY w/R702.4, OTHER conventional light-frame construction intermediate supports within 48 inches of roof edges and ridges,nails shall be spaced REQUIRED FOR UPLIFT 1/4" = 1 F
FINISHES TO COMPLY w/R702.5, &R702.6. 1-story 12 12 12 12 at ro inches on center where the ultimate design wind speed is less than 130 mph and .00
—
z.ANY CHANGES TO THE STRUCTURE SHOULD BE BROUGHT TO THE ATTENTION OF THE 2-story 15 12 12 12 OPTIONAL NAILS END LENGTH c y
shall be spaced 4 inces on center where the ultimate design wind speed is 130 mph or (WOOD SHRINKAGE o 12" YPICAL '�`� C O
ENGINEER BEFORE CHANGES ARE MADE TO THE STRUCTURE ON SITE. 3-story 23 17 12 12 greater but less than 140 mph MAY OCCUR AND P �S '
flinch brick veneer over light frame or 8-Inch hollow concrete mason CAUSE STRAP TO y �!
9 ry BUCKLE OUTWARD) ° j
1-story 12 12 12 12
ROOFING /SIDING NOTES 2-story 21 16 12 12 RAFTER TO DOUBLE TOP PLATE DETAIL oTYPICAL STUD PLATE TIE SERIES - SP4 FLOOR TO FLOOR CONNECTION
a. ROOF COVERING MATERIALS ARE TO COMPLY w/SECTIONS R902,R904,&R905 AND 3-story 32 24 16 12 INSTALLATION @ 16" O.C.
ARE TO BE IDENTIFIED IN ACCORDANCE w/R904.4.ROOF DRAINS ARE TO BE FOR NAILING PROP (CANTILEVER CONDITIONS) CLEARS N � 77006
INSTALLED IN ACCORDANCE w/R903.4. DRAWINGS AND DETAILS TO BE SUBMITTED. 8-inch solid or fully grouted masonry DOUBLE LVL
USS
RAFTERS/TRSS
b.ASPHALT SHINGLE UNDER-LAYMENT IS TO COMPLY w/SECTION R905.2.3. SELF SEAL 1-story 16 12 12 12 FASTENERS:2 1/2 y0 ' N
INSTALLATION @ 16"o/c TYPICAL LSTA �FESSIO
STRIPS AND FASTENERS ARE TO COMPLY w/R905.2.4& R905.2.5.DETAILS OF 2-story 20 21 14 12 z
ASPHALT SHINGLE ROOFING INSTALLATION ARE TO BE SUBMITTED. FOR ROOF SLOPES 3-story 42 32 21 16 FASTENERS:10 l OdXI 1/2 T� I� EXIST 2X4 STUD WALL @16"O.C. TYPICAL KST237 0 GA.1 9�0Ib24UPLIF DWG. NAME:
OF 4/12, DOUBLE UNDER-LAYMENT IS REQ'D. IN ACCORDANCE w/F905.2.7.THE REQ'D PLATES 3/9/16" LSTA24-980 tbs.UPLIFT 20 GA.
17 UNDER-LAYMENT IS TO CONFORM w/ASTMD2.26, D 1970,D4869,AND D6757,AND IF T T/a"x24" ° DETAILS
APPLICABLE,TYPE CLASSIFICATION INDICATED IN ACCORDANCE WTABLE R905.1.1(1) For 51:1 Inch c 254 mm,1 pound per square foot e 0.0479 kPa. DOUBLE EXISTING 2X4 SILL END LENGTH
c. FOR ROOF SLOPES, ICE PROTECTION THAT CONSISTS OF AT LEAST 2 LAYERS OF TOP PLATE PLATE PROVIDE BLOCKING 1"MIN.. ° 12" YPICAL & NOTES
a.Where minimum footing width is 12 Inches,use of o single wythe of solid or
UNDER-LAYMENT CEMENTED TOGETHER, OR A SELF ADHESIVE POLYMER MODIFIED �
fully grouted 12-Inch nominal concrete masonry units is permitted. z _j PROPOSED 2X4 DOUBLE TOP
BITUMEN SHEET, IS TO BE USED& IS TO EXTEND FROM THE EAVES EDGE TO 24„MIN,
PLATE FLOOR-TO-FLOOR °
INSIDE THE EXTERIOR WALL LINE OF THE BUILDING IN ACCORDANCE w/R905.2.7. & r a REFERENCE 3.38 REFERENCE 3.313 DWG. NO.:
R905.1.2. FOR NAILING INSTALLATION @ 16"0/C FOR NAILING
d. FLASHING MATERIALS ARE TO BE CORROSION-RESISTANT AND INSTALLED IN 12 MIN.
ACCORDANCE w/R703.8, R903.2,&R905.2.8. 2X4 STUD WALL @ 16"
e. HOUSE WRAP MATERIAL OR BUILDING FELT& IT'S INSTALLATION ARE TO COMPLY w/ r STRAP O.C. EACH STUD A - 1
R703.2 i �' PROP 2X4 STUD WALL @16"O.C.
f. WEATHER RESISTANT SIDING ATTACHMENT AND MIN.THICKNESS ARE TO COMPLY w/ TYPICAL H16 -1470 Ibs. UPLIFT 6-10dX1 1/2" _
R703.3.2. TRUSS/RAFTER TO DOUBLE (0.148"x1 1/2")_ �', WALL TO CRIPPLE WALL CONNECTION
PLATE INSTALLATION PAGE 2 OF 2
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