HomeMy WebLinkAboutZBA 8030 Plaia Garage Set 5.27.25 GENERAL CONSTRUCTION NOTES: GENERAL FRAMING NOTE5: MISCELLANEOUS CONSTRUCTION NOTES: GENERAL INTERIOR * EXTERIOR STAIR NOTES:
I. ALL CONSTRUCTION SHALL CONFORM TO THE 2020 RESIDENTIAL CODE OF I. ALL CONVENTIONAL STRESS GRADE LUMBER FOR STUDS, JOIST, RAFTERS, p. PROVIDE CONTINUOUS SCREENED VENTED SOFFITS. ALL CONSTRUCTION AND INSTALLATION OF ALL STAIRS SHALL BE THE SOLE
NEW YORK STATE. ALL LOCAL BUILDING AND ZONING REQUIREMENTS, ALL FEDERAL HEADERS, SEAM5 AND GIRDERS AS INDICATED IN THE DRAWINGS SHALL BE b. ALL RAKE BOARDS SHALL BE BUILT OUT A MINIMUM OF %" FOR WOOD RESPONSIBILITY OF THE STAIR CONTRACTOR. ALL STAIRS SHALL BE IN
BUILDING REQUIREMENTS AND THE NEW YORK STATE ENERGY CONSERVATION. DOUGLAS-FIR :*2 (NORTH) WITH AN E= 1,600,000 PSI AND FB-875 PSI OR BETTER. SHINGLES WHEN REQUIRED. ACCORDANCE WITH R311, R301.3, R301.4, R301.5 THE 2020 RESIDENTIAL CODE
ALL BUILDING CODES AND REQUIREMENTS SHALL SUPERCEDE THE DRAWINGS C. ALL FRIEZE BOARDS SHALL BE BUILT OUT A MINIMUM OF 3/4" FOR WOOD OF NEW YORK STATE. ALL RISERS ARE CL05E UNLESS NOTED OTHERWISE.
AND SPECIFICATIONS WHETHER OR NOT INDICATED. 2. ALL STRESS GRADE-FRAMING MATERIAL AND PLYWOOD SHEATHING BUILDING DEPARTMENT NOTES :
SHALL BE GRADED AND MARKED BY AN APPROVED GRADING AGENCY. SHINGLES WHEN REQUIRED. MINIMUM HEADROOM AT STAIRS IS 6'-8" AS PER R314.3.
d. THE TOP OF ALL CHIMNEYS SHALL TERMINATE AT A MINIMUM OF 2'-0" MAXIMUM RISE - 73&"
2. ALL CONSTRUCTION WITHIN THE 130 MPH THREE SECOND B. ALL MANUFACTURED FRAMING MATERIALS SHALL BE AS INDICATED IN ABOVE ANY PORTION OF ROOFING WITHIN 10'-0".
GUST W1ND SPEED REGIONS SHALL BE IN CONFORMITY W1TIA THE AMERICAN THE DRAWINGS AND SPECIFICATIONS. ALL MANUFACTURED FRAMING MATERIALS e. ALL STRUCTURAL STEEL SHALL BE A-3fo STEEL AND SHALL BE INSTALLED AS MINIMUM TREAD DEPTH (W/O NOSING) - 10"
FOREST AND PAPER ASSOCIATION (AFBAP) WOOD FRAME CONSTRUCTION SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURERS PER A.1.5.C. MINIMUM NOSING PROJECTION - %"
MANUAL FOR ONE AND TWO FAMILY DWELLINGS. SPECIFICATIONS AND GUIDELINES. ALL MANUFACTURED FRAMING MATERIALS MAXIMUM NOSING PROJECTION - 1%" CODE NOTES:
SHALL BARE THE MARKINGS OF THE MANUFACTURER. MAXIMUM NOSING RADIUS - q/16" r
B. ALL CONTRACTORS SHALL BE LICENSED AND INSURED AS REQUIRED. GENERAL FLA51•-IING AND CAULKING NOTES: O �{
A. ALL PLYWOOD SHALL BE EXTERIOR GRADE (CDX) FIR UNLESS NOTED BUILDING DESIGNED IN ACCORDANCE TO THE AMERICAN FOREST
4. ALL PLUMBING, MECHANICAL AND FUEL GAS WORK SHALL CONFORM TO OTHERWISE. ALL PLYWOOD SHEATHING AT ALL WALLS, FLOORS AND ROOFS I. PROVIDE METAL FLASHING WHERE FRAMING LUMBER 15 IN CONTACT W1TH
THE PLUMBING CODE, MECHANICAL CODE AND FUEL GAS CODES AND SHALL BE INSTALLED PERPENDICULAR TO THE FRAMING. INSTALL ALL PLYWOOD THE SOIL OR CONCRETE.
GENERAL HANDRAIL AND GUARD NOTES: AND PAPER ASSOCIATION (AF &i PA) WOOD FRAME CONSTRUCTION
REQUIREMENTS HAVING JURISDICTION. ONLY A LICENSED AND INSURED MANUAL FOR ONE AND TWO - FAMILY DWELLINGS u
AT WALL5 AS PER DETAILS. STAGGER ALL PLYWOOD JOINTS MINIMUM OF 32" 2. PROVIDE HIDDEN METAL FLASHING WHERE TOPS OF ROOFS MEET 0
PLUMBING CONTRACTOR SHALL PERFORM ALL PLUMBING WORK. VERTICAL SURFACES. I. ALL DESIGN, CONSTRUCTION AND INSTALLATION OF ALL HANDRAILS AND --
WHERE POSSIBLE. M U
GUARDS SHALL BE THE SOLE RESPONSIBILITY OF THE RAIL CONTRACTOR. ALL 01
5. ALL ELECTRICAL WORK SHALL CONFORM TO THE THE 2020 RESIDENTIAL CODE OF 3. PROVIDE LEAD COATED COPPER FLASHING AROUND ALL CHIMNEYS, ^�
. HERWISE PROVIDE. , . DESIGN CRITERIA:
NEW YORK STATE AND ALL LOCAL AND FEDERAL CODES AND REQUIREMENTS 5 DOUBLE FRAME ALL OPENINGS UNLESS NOTED OT SKYLIGHTS AND WHERE SIDES OF ROOF MEET A VERTICAL SURFACE. ALL HANDRAILS AND GUARDS SHALL BE IN ACCORDANCE WITH R311 R312 AND R3015 � w
HAVING JURISDICTION. ONLY A LICENSED AND INSURED ELECTRICAL DOUBLE FLOOR JOIST UNDER ALL PARALLEL PARTITIONS UNLESS OTHERWISE FLASHING SHALL EXTEND UP VERTICALLY A MINIMUM OF 4" FROM THE ROOF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE.
CONTRACTOR SHALL PERFORM ALL ELECTRICAL WORK. NOTED. UNLESS NOTED OTHERWISE. FLASH ALL ROOFS AS PER MANUFACTURERS
SPECIFICATIONS. LIVE LOAD 40 PSF: 0 5)
2 PROVIDE HANDRAILS ON OPEN SIDES OF ALL STAIRS AND STEPS HAVING [�
6. PROVIDE SOLID BLOCKING OR IX3 GROSS BRACING IN ALL FLOOR JOIST DEAD LOAD 20 PSF:
6, ALL CONSTRUCTION SHALL BE BASED ON THE DIMENSIONS AS INDICATED BAYS AT MID SPAN OR AT A MAXIMUM OF 8'-0" O.C. WHICH EVER IS LESS. 4. PROVIDE METAL DRIP EDGE5 AT ALL EXPOSED ROOF EDGES OVER FASCIA TWO OR MORE RISERS. PROVIDE HANDRAILS AND GUARDS AT ALL OPEN AREAS 30" LU
ROOF SNOW LOAD 2S PSF:
W
IN THE DRAWINGS. VERIFY ALL WORK NOT DIMENSIONED WITH THE ARCHITECT BOARDS, RAKE BOARDS AND OVER ALL WINDOWS, DOORS AND OPENINGS OR OR HIGHER ABOVE ADJACENT FLOORS OR EXTERIOR GRADE UNLESS NOTED F� z --
BEFORE THE START OF THE WORK. DO NOT SCALE DRAWINGS FOR DIMENSIONS. THEIR TRIM. OTHERWISE. WIND LOAD 130 MPH T
7. PROVIDE HORIZONTAL SOLID BLOCKING AT ALL EXTERIOR WALLS AND �� U
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL INTERIOR PARTITIONS AT A MAXIMUM OF 5'-0" O.C. VERTICALLY UNLESS 5. PROVIDE SEAMLESS METAL PANS IN EITHER LEAD COATED COPPER OR
CONDITIONS AND DIMENSIONS WITH THE ARCHITECT PRIOR TO THE START OF THE OTHERWISE NOTED. STAINLESS STEEL UNDER ALL EXTERIOR DOORS AND WINDOWS. SMOKE ALARM NOTES: 0 O
WORK
SQUARE FOOTAOES: aJ w
8. THE CONTRACTOR SHALL MATCH ALL EXISTING CONDITIONS AS THEY 8. PROVIDE SOLID BLOCKING TO FOUNDATION AND GIRDERS UNDER ALL I. PROVIDE A SMOKE ALARM IN EACH OF THE FOLLOWING LOCATIONS: x{
CONCENTRATED LOADS AS REQUIRED. GENERAL WALL BOARD NOTES:
. Q/
RELATE TO ALL MATERIALS, MECHANICAL, ELECTRICAL, PLUMBING FINISHES, p. ONE IN EACH SLEEPING ROOM. Q
HEIGHTS ALIGNMENT AND DIMENSIONS UNLESS INDICATED OTHERWISE. I. PROVIDE b. ONE OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE NEW GARAGE AREA 298 S-F.
q. PROVIDE SOLID FIRE BLOCKING OVER ALL CONCEALED FLOORS AND U GYPSUM WALL BOARD TO ALL INTERIOR WALLS AND
CEILINGS UNLESS NOTED OTHERWISE. PROVIDE 5/8" MOISTURE RESISTANT VICINITY OF THE BEDROOMS.
q. ALL MATERIALS AND PRODUCTS SHALL BE PROVIDED AS INDICATED IN
ONE ON EACH ADDITIONAL STORY OF THE D
CEILINGS OVER ALL BEARING WALL5 AND GIRDERS. c. WELLING INCLUDING
,
GYPSUM WALL BOARD IN ALL BATHROOMS. ALL GYPSUM WALL BOARD SHALL N �
THE DRAWINGS AND SPECIFICATIONS AND INSTALLED AS PER THE BASEMENTS AND CELLARS BUT NOT IN CRAWL SPACES AND UNINHABITABLE ATTICS.
MANUFACTURERS SPECIFICATIONS AND INDUSTRY STANDARD PRACTICE. ALL RECEIVE MINIMUM OF ONE GOAT OF TAPE AND THREE GOATS OF SPACKLE. O
10. PROVIDE GALVANIZED METAL CONNECTORS, NAILING, AND FOUNDATION IN AREAS OF A SPLIT LEVEL AND W W WITHOUT AN INTERVENING DOOR BETWEEN THE ' \
MATERIAL AND PRODUCTS SHALL BE NEW AND FREE FROM DAMAGE. v
ANCHORAGE AS PER DETAILS. ALL NAILS, SCREWS, BOLTS AND CONNECTORS TO 2. PROVIDE S/e" CEMENT BOARD AT ALL WET AREAS WALLS, CEILINGS, DECKS ADJACENT LEVELS, A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL ^/ O
AND LEDGES TO RECEIVE TILE OR STONE. SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER LEVEL IS �•L�
10. ALL CONSTRUCTION SHALL BE LEVEL, PLUMB AND TRUE UNLESS NOTED BE HOT DIPPED GALVANIZED. PROVIDE APPROVED METAL CONNECTORS FOR ALL
LESS THAN ONE FULL STORY BELOW THE UPPER LEVEL.
OTHERWISE. ALL CONSTRUCTION SHALL BE TO THE LINES AND DIMENSIONS M
SHOWN UNLESS NOTED OTHERWISE. FLUSH FRAMING CONNECTIONS AS REQUIRED FOR THEIR SIZE AND USE UNLESS 3. PROVIDE ONE LAYER OF APPROVED 5/8" FIRE RATED GYPSUM WALL BOARD �O
NOTED OTHERWISE. AT ALL WALLS AND CEILINGS OF ALL GARAGES AND ROOMS ENCLOSING HEAT 2. ALL ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT
II. THE ARCHITECT IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS, PRODUCING EQUIPMENT. THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE
II. REFER TO NAILING SCHEDULE PROVIDED IN DRAWINGS. NAILING NOT DWELLING. THE ALARM SHALL BE CLEARLY AUDIBLE IN ALL BEDROOMS OVER
METHODS, TECHNIQUES, SEQUENCES, PROCEDURES, SHORING, BRACING, INCLUDED IN THE SCHEDULE SHALL BE IN CONFORMITY WITH TABLE RG02.3(1) OF 4. PROVIDE ONE LAYER OF APPROVED 5/8" FIRE RATED GYPSUM WALL BOARD BACKGROUND NOISE LEVELS WITH ALL INTERVENING DOORS CLOSED.
PROTECTION, OF LIFE AND PROPERTY OR FOR THE SAFETY PRECAUTIONS AND THE 2020 RESIDENTIAL CODE OF NEW YORK STATE AND THE AF 8 AP 2001 WOOD AT ALL INTERIOR WALLS COMMON TO GARAGES.
PROGRAMS IN CONNECTION WITH THE WORK AND ALSO NOT RESPONSIBLE FOR FRAMED CONSTRUCTION MANUAL FOR ONE AND TWO STORY DWELLINGS. 3. ALL SMOKE ALARMS SHALL BE LISTED AND INSTALLED IN ACCORDANCE
5. PROVIDE ONE LAYER OF 5/8" APPROVED FIRE RATED GYPSUM WALL BOARD
THE CONTRACTOR'S FAILURE TO PERFORM THE WORK IN ACCORDANCE WITH THE WITH THE PROVISIONS OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE AND THE
OVER ALL HEAT PRODUCING EQUIPMENT AT ALL UNFINISHED AND OPEN HOUSEHOLD FIRE WARNING EQUIPMENT PROVISIONS OF NFPA 72. ZONING CLASSIFICATION:
DRAWINGS AND SPECIFICATIONS. THE ARCHITECT IS NOT RESPONSIBLE FOR THE 12. ALL FRAMING TO BE EXPOSED TO THE WEATHER AND IN CONTACT WITH
BASEMENTS.
ACTS OF ERROR OR OMISSION BY THE CONTRACTOR OR ANY OF THE CONCRETE, MASONRY, STONE OR GROUND SHALL BE APPROVED TREATED THIRTY
SUB-CONTRACTORS OR ANY PERSON PERFORMING THE WORK. YEAR MATERIAL. 4. WHEN INTERIOR ALTERATIONS, REPAIRS, ADDITIONS OR CONVERSIONS ZONE - AC r7l
OCCUR OR WHEN ONE OR MORE SLEEPING ROOMS ARE ADDED THE ENTIRE w
13. ALL DECK JOISTS SHALL BE ACQ AT 16" O.C. AS PER PLAN. GENERAL GARAGE NOTES: DWELLING SHALL RECEIVE SMOKE ALARMS AS REQUIRED FOR A NEW DWELLING;
THE SMOKE ALARMS SHALL BE INTERCONNECTED AND HARD WIRED.
GENERAL EXCAVATION 4: BACK FILLING NOTES: 14. CATHEDRAL ROOF TYPICAL CONSTRUCTION
ALL OPENINGS FROM THE GARAGE TO THE HOUSE, BASEMENT AND ATTIC
PROVIDE ASPHALT ROOF SHINGLES W1TH =30 FELT OVER 60 MIN. GRADE 'D' BUILDING ABOVE THE GARAGE SHALL HAVE A MINIMUM OF A 3/4 HOUR FIRE RATED 5. PROVIDE AN APPROVED AND LISTED CARBON MONOXIDE DETECTION SYSTEM
I. EXCAVATE ALL AREAS AS INDICATED ON THE DRAWINGS. ALL PAPER ON 3/4" EXTERIOR SHEATHING OVER RAFTERS AS PER THE PLAN AT 16" O.G. WITH FRAME AND OPENING PROTECTIVE. ALL OPENING PROTECTIVE SHALL BE AS PER THE SUFFOLK COUNTY HEALTH DEPARTMENT AND ALL OTHER AUTHORITIES
EXCAVATIONS SHALL BE THE MINIMUM DEPTH REQUIRED TO ACHIEVE CLEAN GATT INSULATION BETWEEN, COVER WITH 5/8" GYPSUM WALL BOARD TAPE AND SPACKLE HAVING JURISDICTION.
UNDISTURBED VIRGIN SOIL WITH STABLE MOISTURE CONTENT AND NON-SHIFTING
W1TH THREE COATS. PROVIDE A MINIMUM OF I" AIRSPACE BETWEEN THE ROOF PROVIDED WITH AN APPROVED SELF-CLOSING DEVICE. O
AND NON-SHRINKING SOIL CHARACTERISTICS. THE ARCHITECT HAS PREPARED SHEATHING AND THE INSULATION.
THE DRAWINGS AND SPECIFICATIONS WITH AN ASSUMED DESIGN BEARING 15, TYPICAL ROOF CONSTRUCTION GENERAL LIGHT, VENTILATION * HEATING NOTES:
CAPACITY OF TWO TONS PER SQUARE FOOT. IT 15 THE SOLE RESPONSIBILITY OF p• PROVIDE ASPHALT ROOF SHINGLES WITH 60 MIN. GRADE 'D' BUILDING PAPER
THE CONTRACTOR TO VERIFY THE ACTUAL SOIL BEARING CAPACITY OF THE SOILS 3/4" EXTERIOR SHEATHING SYSTEM OVER ROOF RAFTERS AS PER PLAN. ENERGY NOTES: V1
ENCOUNTERED BY CONDUCTING TESTS BY AN APPROVED AGENCY CERTIFIED BY A 1. ALL HABITABLE ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING
NEW YORK STATE LICENSED ENGINEER. THE CONTRACTOR SHALL NOT START
16. TYPICAL EXTERIOR WALL CONSTRUCTION AREA OF NOT LESS THAN 8% OF THE FLOOR AREA OF SUCH ROOMS. NATURAL I. THE ARCHITECTS CERTIFIES THAT TO THE BEST OF HIS KNOWLEDGE BELIEF
Op. PROVIDE SIDING AS PER ELEVATIONS OVER 60 MIN. VENTILATION SHALL BE THROUGH WINDOWS, DOORS, LOUVERS OR OTHER AND PROFESSIONAL JUDGEMENT THE DRAWINGS AND SPECIFICATIONS ARE IN _ \
WORK WHERE THE TEST INDICATES A SOIL BEARING CAPACITY OF LESS THEN ONE GRADE 'D' BUILDING PAPER ON 5/8" EXTERIOR SHEATHING SYSTEM OVER 2x6 COMPLIANCE TO THE 2018 ENERGY CONSERVATION CONSTRUCTION CODE OF �� W
APPROVED OPENINGS TO THE EXTERIOR AIR OF THE BUILDING. SUCH OPENING AND ONE HALF TONS PER SQUARE FOOT. THE CONTRACTOR SHALL BE WALL STUDS ACCORDING TO PLAN AT 16" O.C. WITH BATT INSULATION PER NEW YORK STATE. LIST OF DRAWINGS
SHALL BE PROVIDED WITH READY ACCESS OR SHALL OTHERWISE BE READY
PLAN, 5/8" GYPSUM WALL BOARD TAPE AND SPACKLE THREE GOATS.
RESPONSIBLE FOR NOTIFICATION OF SUCH FINDINGS TO THE ARCHITECT AND CONTROLLABLE BY THE BUILDING OCCUPANTS. 2• ALL CONSTRUCTION INCLUDING ALL H TVAC, PLUMBING, ELECTRICAL AND ~�
b. EXTERIOR WALLS- NOTCHING AND BORING:
SHALL NOT PROCEED WITH THE WORK UNTIL RECEIVING WRITTEN INSTRUCTIONS 2. THE MINIMUM OPEN ABLE AREA TO THE EXTERIOR OF THE BUILDING SPECIAL SYSTEMS SHALL MEET THE INTERNATIONAL ENERGY CONSERVATION CODE u
1. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN (2018 EDITION) AS ADOPTED BY NEW YORK STATE AND THE REQUIREMENTS �1
FROM THE ARCHITECT. THE MIDDLE 1/3 OF THE STUD LENGTH. NOTCHES IN THE OUTER 1/5 SHALL BE 4% OF THE FLOOR AREA BEING VENTILATED. OF THE RES CHECK REPORT OF THESE DRAWINGS. SHEET A I GENERAL NOTES Q
OF THE STUD LENGTH SHALL NOT EXCEED 25% OF THE STUD DEPTH.
2. ALL BACK FILL SHALL BE GLEAN GRANULAR FILL BROUGHT TO THE B. THE DESIGN OF ALL HVAC, PLUMBING AND ELECTRICAL SYSTEMS IS THE r-\
II. BORED HOLES SHALL NOT EXCEED 40% OF THE STUD DEPTH AND : W
REQUIRED HEIGHT. GENERAL GLAZING NOTES SOLE RESP051B1L1TY OF THE USER OF H15 DOCUMENTS AND H15 CONTRACTORS
THE EDGE OF THE HOLE SHALL NOT BE CLOSER THAN 5/8? TO THE UNLESS SPECIFICALLY NOTED OTHERWISE. THE USER OF THESE DOCUMENTS SHEET A2 FLOOR PLANS
3. NO BACKFILL SHALL BE PERMITTED AGAINST THE CONCRETE FOUNDATION EDGE OF THE STUD. BORED HOLES SHALL NOT EXCEED 60% OF THE I. ALL EXTERIOR GLAZED OPENINGS IN THE 130 MPH THREE SECOND GUST SHALL BE RESPONSIBLE FOR SUBMITTING DESIGNS AND DOCUMENTS FOR ALL
WALL5 WITHOUT THE FLOOR FRAMING OR PROPER BRACING AS REQUIRED TO STUD DEPTH WHEN STUDS ARE DOUBLED. WIND REGION SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE HVAC PLUMBING AND ELECTRICAL SYSTEMS AS REQUIRED BY ALL AUTHORITIES
PREVENT DAMAGE TO THE WALL. NO BACK FILL SHALL BE PERMITTED WITHIN A III. NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAM GROSS SECTION TEST OF ASTM E Igg6 AND OF ASTM E 1886 AND R301.2.1.2 OF
HAVING JURISDICTION. ALL SYSTEMS SHALL BE DESIGNED AND CERTIFIED BY A SHEET A5 ELEVATIONS & SECTIONS
MINIMUM OF TWO WEEKS AFTER POURING THE FOUNDATION WALLS. THE NEW YORK STATE PROFESSIONAL ENGINEER.
THE 2020 RESIDENTIAL CODE OF NEW YORK STATE UNLESS NOTED OTHERWISE
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE TO ALL CONCRETE WORK. C. PROVIDE 2x4 STUDS AT 16" O.C. FOR ALL EXTERIOR WALLS UNLESS NOTED
OTHERWISE. BY EXCEPTION TO R301.2.1.2. 4. THE ARCHITECTS CERTIFIES THAT TO THE BEST OF P15 KNOWLEDGE, BELIEF SHEET A6 CODE PAGE Q
4. ALL EXCAVATIONS FOR CONCRETE PIERS AND FOOTINGS SHALL BE A
d. PROVIDE 2x4 STUDS AT 16" O.C. FOR INTERIOR W W WALLS UNLESS NOTED OTHERWISE. AND PROFESSIONAL JUDGEMENT THE SUBMITTED "RESGHEGK" DOCUMENTS MEET
MINIMUM OF V-O" BELOW FINISHED GRADE.
e. STUDS SHALL BE CONTINUOUS BET THE MANDATORY ENERGY CODE AND ARE IN COMPLIANCE WITH THE 2018
BETWEEN HORIZONTAL SUPPORTS INCLUDING 2. ALL GLAZING SHALL MEET THE REQUIREMENTS OF R308 OF NEW YORK STATE ENERGY CODE.
5. REMOVE ALL SHRUBS, TREES AND PLANTINGS AS REQUIRED. CONSULT BUT NOT LIMITED TO: GIRDERS, FLOOR DIAPHRAGM ASSEMBLIES, CEILING DIAPHRAGM
CLIENT PRIOR TO MOVING ANY SHRUBS, TREES, OR PLANTINGS. SLOPE ALL ASSEMBLIES, AND ROOF DIAPHRAGM ASSEMBLIES.
THE 2020 RESIDENTIAL CODE OF NEW YORK STATE
FINISHED GRADES AWAY FROM ALL CONSTRUCTION AND PROVIDE FOR ON SITE F. FOR DROPPED HEADERS AS PER PLAN, PROVIDE SOLID POSTING AT EACH END.
DRAINAGE AS PER ALL LOCAL BUILDING CODE REQUIREMENTS. g, FOR UPSET HEADERS AS PER PLAN, TECO ALL CEILING J015T OR FLOOR JOIST ON r-, ^
GENERAL EMERGENCY ESCAPE 4 RESCUE NOTES: GENERAL SWIMMING POOL, HOT TUB * SPA BARRIER NOTES:
BOTH SIDES OF THE HEADER.
I,
EVERY SLEEPING ROOM AND BASEMENTS WITH HABITABLE SPACE SHALL
GENERAL CONCRETE NOTES: h. LINTELS SHALL NOT BE LESS THAN: ALL SWIMMING POOLS, HOT TUBS AND SPAS SHALL BE PROVIDED WITH BARRIERS AS PER
BE PROVIDED WITH AT LEAST ONE EMERGENCY AND RESCUE OPENING AS PER THE ,
I. THREE 2x10'S FOR SPANS UP TO 7'-0" REQUIREMENTS OF R310 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. APPENDIX G OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. PROVIDE APPROVED ^J
I. LOCAL SOIL CONDITIONS AND/OR LOCAL PRACTICE MAY NECESSITATE 11. THREE 2x12'S FOR SPANS UP TO q'-O" (UNLESS NOTED OTHERWISE.) PROTECTIVE BARRIERS AND APPROVED PROTECTIVE BARRIER OPENING HARDWARE AS
A MORE STRINGENT FOOTING AND FOUNDATION WALL DESIGN. CONSULT WITH i. THE CODE REQUIRES.
BOTTOM OF WINDOW AND DOOR HEADERS SHALL BE SET AT 6'-8" ABOVE THE 2
THE LOCAL CONTRACTOR OR BUILDING INSPECTOR. SOIL DESIGN BEARING ROUGH FLOOR UNLESS NOTED OTHERWISE. EXCEPTION- EXTERIOR DOORS (SEE WHERE EMERGENCY ESCAPE AND RESCUE OPENINGS ARE PROVIDED THE
PRESSURE 15 ASSUMED TO BE A MINIMUM OF 4,000 POUNDS PER SQUARE FOOT. ELEVATIONS) FOLLOWING MINIMUM DIMENSIONS SHALL BE ADHERED TO:
2. CARRY ALL FOOTINGS TO A MINIMUM OF 36? BELOW GRADE ON TO A FIRM j. MAXIMUM SPANS FOR WINDOW SILL PLATES USED IN EXTERIOR WALLS SHALL p. THE SILL HEIGHT SHALL NOT BE HIGHER THAN 44" ABOVE THE FINISH FLOOR THE 2020 RESIDENTIAL CODE OF NEW YORK STATE
UNDISTURBED BEARING SOIL. SEE PLANS FOR FOOTING SIZES. NOT EXCEED THE FOLLOWING SPANS: b. THE MINIMUM NET CLEAR OPENING SHALL NOT BE LESS THAN 5.7 SQUARE FEET
3. THE FOUNDATION WALL SHALL BE POURED CONCRETE THICKNESS AS I. (1)-2x6 (FLAT) FOR UP TO 7-0" C. THE MINIMUM OPENING HEIGHT SHALL NOT BE LE55 THAN 24".
NOTED ON THE PLANS (MIN. OF 3000 PSI) WITH REBAR AS SHOWN IN CROSS II.(2)-2x6 (FLAT) FOR UP TO 10'-7" d. THE MINIMUM OPENING W1DT" SHALL NOT BE LE55 THAN 20"
SECTION. THE FOOTING SHALL BE POURED CONCRETE, SIZE AS INDICATED ON THE k. PROVIDE I" "ADVANTECH" PLYWOOD SUB-FLOOR TYPICAL. 3,
PLANS WITH =5 REBAR IN THE LOWER 1/3 OF THE FOOTING PER FOUNDATION WHERE THE OPENINGS ARE AT GRADE FLOOR THE MINIMUM NET CLEAR
WALL CRO55 SECTION. I. FOR LEDGER BOARDS USE ONE 51ZE LARGER THAN THE JOIST SPECIFIED. FASTEN OPENING SHALL BE 5.0 SQUARE FEET.
TO WALL WITH %"m DIAMETER CARRIAGE BOLTS AT 12" O.G. STAGGERED. TECO ALL 4
4. (2)-2x6 ACO SILL PLATE OVER COPPER TERMITE SHIELD AND SILL SEAL. J015T TO LEDGER BOARD. WHERE THE EMERGENCY ESCAPE AND RESCUE OPENING FINISH SILL
5. 5/"m DIAMETER X 16" LONG GALVANIZED ANCHOR BOLT AT A MAXIMUM HEIGHT 15 BELOW THE ADJACENT GROUND ELEVATION THE OPENING SHALL BE
m, PROVIDE GIRDER PER PLAN ON 3%2"m DIAMETER STEEL COLUMN ON POURED OF 33" O.G., 12" FROM EACH BOARD END AND AT LEAST TWO PER CORNER. PROVIDED WITH A WINDOW WELL IN ACCORDANCE WITH R310.2 OF THE
CONCRETE FOOTING AS PER PLAN UNLESS NOTED OTHERWISE.
2020 RESIDENTIAL CODE OF NEW YORK STATE.
6. PROVIDE I" CONTINUOUS RIGID INSULATION FROM GRADE DOWN TO
FOOTING ALONG THE PERIMETER OF ALL HEATED SPACES.
7. DAMP 8 WATERPROOF FOUNDATION WALL WITH SPRAY-ON
WATERPROOFING BY RUB-R-WALL OR EQUAL.
8. FINISH SLAB SHALL BE A MINIMUM OF 4" THICK POURED CONCRETE ON
UNDISTURBED 501L OR 4" THICK COMPACTED SAND TO q5% RELATIVE DENSITY.
q. ALL CONCRETE FOOTINGS, PIERS, FOUNDATION WALLS AND SLABS SHALL
HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 3,000 PSI AT 28-DAY TEST.
EXCEPT PORCHES, CARPORT SLABS AND STEPS EXPOSED TO THE WEATHER AND
GARAGE FLOOR SLABS SHALL HAVE MINIMUM ULTIMATE COMPRESSION I /21/25 PERI"IIT SET
STRENGTH OF 3,500 PSI AT 28-DAY TEST. NO ADDITIVES SHALL BE PERMITTED TO No. Date Title
THE MIX EXCEPT WARM WATER. ALL CONCRETE SHALL BE AIR ENTRAINED. TOTAL REVISIONS:
AIR CONTENT SHALL NOT BE LESS THEN 5% AND NOT MORE THEN 7% OF THE
CONCRETE VOLUME.
Drawn By:
10. ALL CONCRETE SHALL BE FORMED AND PROTECTED AGAINST FREEZING. RI"II"I
11. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE LATEST ACI Date:
318 AND ASTM C1157 REQUIREMENTS. I/g/2S
12. ALL CONCRETE STEEL REINFORCEMENT SHALL BE NEW BILLET STEEL Drawing No.:
CONFORMING TO THE LATEST ASTM A-615 GRADE 60.
13. CONSTRUCTION JOINTS IN THE CONCRETE SHALL NOT BE PERMITTED
WITHOUT APPROVAL AND DETAILS PROVIDED BY THE CONTRACTORS NEW YORK
STATE LICENSED ENGINEER. A I
14. ALL STEPPED FOOTINGS SHALL NOT BE GREATER THAN (1) VERTICAL/ (2)
HORIZONTAL.
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NEW GARAGE ADDITION AREA: 2q8 !B.F. NOTE:
VERIFY ALL EXISTING CONDITIONS AND CLEARANCES
PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT OF DISCREPANCIES.
NOT RESPONSIBLE FOR C"ANGES I"IADE WITHOUT NOTIFICATION.
ETC. ENTIRE �'-o" I'-o" I'-O" I'-o" I'-o• i'-o" �" AREA CALCULATIONS
BEAM LENGTH
N
EXIST'G. FIRST FLOOR 3, 57r, S.F.
5, G04 S.F. NEW FIRST FLOOR O S.F.
EXISTING TOTAL FIRST FLOOR 3, 57G S.F. O S.F.
MULTIPLE MICRO-LAM MEMBER AS STEEL FLITCH PLATE N E W
NOTED ON PLANS (IF INDICATED ON PLANS)
%"m BOLTS H/LOCK WASHERS EX I ST'G. SECOND FLOOR 1 , 728 5. F.
NEW SECOND FLOOR O S.F.
MICRO—LAM I / FLITCH PLATE BOLTING DETAIL TOTAL SECOND FLOOR 1 , 725 S.F.
N.T.S. INate
/25 REVISED
TOTAL BUILDING AREA 5, G04 S.F. /25 REVISED
ALL MULTIPLE MICRO-LAM MEMBERS AND FLITCH BEAMS TO
BE BOLTED AS SHOHN. 1/25 PERMIT SET
Title
EXIST'G. GARAGE : 5&2 S.F.
NEW GARAGE : 270 S.F. REVISIONS:
TOTAL GARAGE 852 S.F. Drawn By:
RrII"1
Date:
I/q/25
Drawing No.:
OF -4 SHEETS
O
/ \<
�- EXISTING `�6` � 5)
HOUSE \ W W
` o0
EQ. EQ.
\ � d
EX. EX. EX. \\ STANDING SEAM l
\ METAL ROOFING h1 V N
12
BLIND 1"IETAL \ 3 2 EXISTING
FLASHING \ HOUSE
EA \ M
� LA NI G
Fr
GORNERBOARDS - 1'-0"
TO 1"IATCI-1 EX. HFIFIL-11 lHrL_1]rL_]lE1
LEm =
\V/ \V/
o
I
T 0 2 T 0 2 p
EX. SIDING TO
rlATCH EXISTING
25'-O"
EX. EX.
�TO z
0
� W
PAR-rIAL
FEAST
NEW R I G�-I-I-' E L FEVA71 ON GARAGE ADDITION NEW GARAGE ADDITION ( ) Q ��
SCALE: %q"=I'-O"
PART 1 AL
FRON-r FELFEVA-r I ON (SOU-rH )
SCALE: %a"=1'-O"
O ^ w
DORI"IER BEYOND
TYPICAL ROOF CONST.
STANDING SEAI"1 1"IETAL ROOFING
30ax BLDG. FELT UNDERLAYI"IENT FLASHING
SELF-ADHERING "I"IOISTURE GUARD PLUS"
5/4" AG EXT. PLYwD. SHEATHING 2"x10" R.R.
2"xlO" R.R. CED IG' O.C. \ @ IG" O.G.
12
S-2 3�
A3
EX. F.J.
T.O.P. (3)-13/4"xlo" L.V.L.
W/(2)-5/4" STL. PLT.
TYPICAL EXT. WALL CONST. DROPPED HDR.
II
VINYL SIDING WALL TO BE
(TO I"IATCI-I EXISTING) O.N. REI"IOVED
303x BLDG. FELT UNDERLAYI"IENT 5/e" EXT, PLYwD. SHEATHING I �/��/�S 1
t
2"xG" STUDS cA 1G" O.C. -,� GARAGE = 6 GARAGE
R-21 KRAFT FACED FIBERGLASS I � I
BAIT INSULATION
4"P.C. SLAB W/ GXG, IPi/10 W.W.
OVER VAPOR BARIP-IER
5-5 II
43 EX. I"IAIN "5E.
ALIGN F.F.
T.O.F.
GRADE EX. SLAB
O Z —
— — - —
9
DROP TOP OF
(fI COI IPACT ED FILL EX. FOUNDATION
TYPICAL FDN. CONST. 3 4/4/25 REVISED
a"x3' P.C. FDN. WALL W/ 2 4/1/25 REVISED
(2)—sx5 RE—BARS TffB
I I/21/25 FPERMIT SET
( ILL S 4" TREATED SILL IE AS NOTED (�ABUILDING SECTION SILL SEALERNo. Date Title
TERI"IITE SHIELD REVISIONS:
%"m x 12" ANCHOR BOLTS lN/ 3"X3' STL.
WASHER CP 53" O.G. �� SCALE:
WATERPROOFING Drawn By:
5"xIG" P.G. FOOTING w/ RI"11"I
(3)tt5 RE-BARS
Date:
NOTE: I/q/25
VERIFY ALL EXISTING CONDITIONS AND CLEARANCES Drawing No.:
PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT OF DISCREPANCIES.
NOT RESPONSIBLE FOR CHANGES 1"IADE WITHOUT NOTIFICATION.
A3
OF 4 SHEETS
RIDGE TENSION STRAP 16" O.G.
BY SIMPSON STRONG TIE INSTALL "SIMPSON
1 1/4" X 18" 20 GAUGE WITH STRONG TIE" LSTA
(4) 8D COI"11"ION NAILS EACH SIDE
TIES @ EA. END
�• �� o� OF HDR. NAILING SCHEDULE
I"IINII"IUI"I ROOF LIVE LOADS
Np FROM TABLE 2 OF THE AMERICAN WOOD COUNCIL 130 MPH EXPOSURE B
0
® ROOF RAFTER @ 16" O.G. HEADER AS NOTED H WFCI"I GUIDE GUIDE TO WOOD FRAME CONSTRUCTION IN HIGH WIND AREAS (IN POUNDS-FORCE PER SQUARE Fool of HORIZONTAL PROJECTION)
N FOR ONE- AND TWO- FAMLIY DWELLINGS 2015 EDITION
0
V TRIBUTARY LOADED
DOOR OR WINDOW Q AREA IN SQUARE FEET
®o® AS NOTED JOIST DESCRIPTION NUMBER OF NAILS NAIL SPACING FOR ANY STRUCTURAL
MEMBER
RAFTER FRAMING
ROOF RIDGE Rafter to Top Plate (Toe-nailed) ROOF SLOPE O TO 201 TO OVER O
200 600 600
Wall height 8 Ft. 3-8d?# ?$ per rafter
FLAT OR RISE LESS THAN 4 INCHES PER FOOT
Woll height cl - 10 ft. 4-8d?# ?$ per rafter
(1`3) 20 16 Ira
Ceiling Joist to Top Plate (Toe-noiled)
Wall height 8 ft. 3-8d?# ?$ per joist RISE 4 INCHES PER FOOT (IIB) TO LESS v Q
RIDGE
c /� D Wall height q - 10 Ft. 4-8d?# ?$ per joist THAN 12 INCHES PER FOOT (1:1) Ira 14 14 M U
�J" 1 1�I D�� JT�f''�f Ceiling Joist to Parallel Rafter (Foce-noiled) Roof Span (ft.)
RISE 12 INCHES PER FOOT (I:I) AND
12 20 28 36 GREATER w
12 12 12
3:12 Roof Slope @ 16" o.c. 5-16d 8-16d II-16d 14-I6d O E7
4:12 Roof Slope @ 16" o.c. 4-I6d 6-I(ad 8-I6d II-I6d each lap 5)
5:12 Roof Slope @ 16" o.c. 3-I6d 5-I6d 7-I6d q-I6d each lop
7:12 Roof Slope @ 16" o.c. 3-I6d 4-16d 5-I6d 6-I6d MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS W
C1:12 Roof Slope @ 16" o.c. 3-16d 3-I6d 4-I6d 5-I6d
TYPICAL DETAIL 0 12:12 Roof Slope @ 16" o.c. 3-I6d 3-16d 3-I6d 4-I6d (IN POUNDS PER SQUARE FOOT)
EXTERIOR �-IEADERS pon (Ft.) �-+ W �
ROOF RAFTER Ceiling Joist Laps over Partitions (Face-nailed) Roof s
N.T.S. 12 20 28 3fo USE LIVE LOAD O Q
3:12 Roof Slope @ 16" o.c. 5-I6d 8-I6d II-I6d 14-I6d O
4:12 Roof Slope @ 16" o.c. 4-I6d 6-I6d 8-I6d II-I6d each lop EXTERIOR BALCONIES 60 r Q
5:12 Roof Slope @ 16" o.c. 3-16d 5-I6d 7-I6d q-I6d each lop DECKS 40 d
7:12 ROOF Slope @ 16" o.c. 3-16d 4-I6d 5-I6d 6-I6d ATTICS WITHOUT STORAGE 10 Q
q:12 Roof Slope @ I(" o.c. 3-I6d 3-I6d 4-I6d 5-I6d
.o
12:12 ROOF Slope @ I6" ox, 3-I6d 3-I6d 3-I6d 4-I6d ATTICS WITH STORAGE 20 pp
TOP PLATE
ROOMS OTHER THAN SLEEPING ROOMS 40 N C�
O.C. ANCHOR r-
Collar Tie to Rafter (Face-nailed) 6-8d per tie
BOLTS wi 3"x 3" so. STL WASHER.
SLEEPING ROOMS 30 0C
(I'-O" FROM CORNERS) Blocking to Rafter (Toe-noiled) 2-8d each end kn
AS PER TABLE 4
Rim Board to Rafter (End-noiled) 2-I6d each end � � � ch
WALL FRAMING
I--I a
INSTALL "SIMPSON STRONG-TIE"
H-2.5 CLIPS 0 IV' O.C. wiS-8,a NAILS Top Plate to Top Plate (Face-nailed) 2-I6d?! per foot rn
Top Plates at Intersections (Face-nailed) 4-I6d joints - each side
TABLE R301.2(I) F+�1
Stud to Stud (Foce-nailed) 2-I6d 24" O.C. CLIMACTIC AND GEOGRAPHIC DESIGN CRITERIA
SII"IPSON STRONG TIE I"ITS12 Header to Header (Foce-noiled) I6d I6" o.c, along edges
•o, WIND DESIGN
1 1/4" X 16 GAUGE STRAP I.J/ GROUND SEISMIC SUBJECT TO DAMAGE FROM
(4) 8d COI-II-ION NAILS ((S) Sd To or Bottom Plate to Stud End-nailed 2-I6d SNOW SPEED TOPOGRAPHIC SPECIAL WIND WIND-BORNE DE51GN FR05TLINE
p ( ) per 2x4 stud LOAD (MPH) EFFECTS REGION DE515 ZONE CATEGORY WEATHERING DEPTH TERMITES DECAY
GOI"II"ION NAILS IN GARAGE) INTO
THE ROOF RAFTER 4: (4) Sd 3-I6d per 2x6 stud
GOI"II"ION NAILS ((S) Bd GOI"II"ION 4-I6d per 2x8 stud 25 PSF 130+ NO NO I B SEVERE 3'-O" MODERATE SLIGHT TO
MPH TO HEAVY MODERATE
NAILS IN GARAGE) INTO THE WALL
STUD. Bottom Plate or Floor joist, Bandjoi5t,
Endjoist or Blocking (Face-nailed) 2-I6d ?! ?@ per foot
• •
FLOOR FRAMING W
Joist to Sill, Top Plate or Girder (Toe-nailed) 4-6d per joist
2 r 1TS 12 ID ETA I L Bridging to Joist (Toe-noiled) 2-5d each end
Blocking to Joist (Toe-noiled) 2-5d each end
N.T.S. Blocking to Sill or Top Plate (Toe-nailed) 3-I6d each block GLAZING PROTECTION FROM WIND—BORNE DEBRIS
Ledger Strip to Beam (Face nailed) 3-I6d each joist
Joist on Ledger to Beam (Toe-nailed) 3-6d per joist ��YI
S5 WALL—TO—FND. CONNECTIONS Band Joist to Joist (End-noiled) 3-I6d per joist NOTE: PROVIDE STRUCTURAL WOOD PANELS WITH A MINIMUM THICKNESS OF O r 11
'(� A3 N•T•s• Band Joist to Sill Or Top PLote (Toe-noiled) 2-I6d?! per foot AND A MAXIMUM SPAN OF 8'-0" FOR EVERY WINDOW. PANELS
V / SHALL BE PRE-CUT TO COVER THE GLAZED OPENINGS, LABELED, WITH r—
ROOF SHEATHING APPROPRIATE ATTACHMENT HARDWARE. ATTACHMENT HARDWARE
SHALL BE PROVIDED IN ACCORDANCE WITH THE CHART BELOW. TV\
Structural Panels 8d 6" EDGE/ 6" FIELD r^
/// ° INSTALL "511"IPSON STRONG-TIE" Diagonal Board Sheathing vl
/� ,o I"ISTA36 STRAPS @ Ira" O.G. I"xb" or I"x8" 2-5d each end FASTENER TYPE FASTENER SPACING
�`II` SECURE WITH 26- IOd NAILS 1"X10" Or wider 3-8d each block PANEL SPAN PANEL SPAN PANEL SPAN
°o S 4:-0" 41-1. 6.-a.
oo CEILING SHEATHING I
0 2/�' ss6 WD. SCREWS �T 1
16" 12"
Gypsum Wallboard 5d coolers 7" edge / 10" field
LU o WALL SHEATHING 2'/2" ss8 wD.11
SCREWS
I6" 16" 12"
Structural Panels u
(see Simplified Wall 1�1
o Sheathing Pressure S Nailing
Q COr-1F=>ONENT AND CLADDING PRESSURE ZONES Fiberboard Panels zones this page.)
NUI"IBERS INDIATE NAILING ZONES 7/16" ad 3" edge / G" field
25/32" ad 3" edge / Co" Field
FASTENERS AS NOTED V 1
Gypsum Wallboord 5d cooler 7" edge / 10" Field N SCHEDULE ABOVE r
ROOF SHEATHING NAILING SCHEDULE Hardboard ad ) (see Simplified wall W
3 Sheathing Pressure 6 Nailing
Particleboard Panels 8d Zones this page.)
WINDOW PLYWOOD AS NOTED
Diagonal Board Sheathing GLASS 2"X4" BRACE V LARGER SPANS
Z ZONE I ZONE 2 ZONE 3 ZONE 4 I"xb" or I"x8" 2-ad per support
z 1"xI0" or wider 3-ad per support V 1
(� W FIELD FLOOR SHEATHING
INI— J LJ- 8" O.C. 12" O.C. 3" O.C. 4" SI
O.C. WINDOW
o: ' 1 Structural Panels LL O
0. V EDGE 1" or less ad Co" edge / 12" Field
i0 4" O.C. 6" O.C. 3" O.C. 3' O.C. greater than I" 10d 6" edge / G" field
Q o° Diaganol Board Sheathing
0 ALL %2" EXT. PLYWOOD WALL SHEATHING TO BE SECURED 1"x(o" or I"xa" 2-15d per support
•o WITH &d COMMON NAILS- 2'/2" x 10%" GA. - PATTERN AS 1"xl0" or wider 3-ad per support PLYWOOD STORM PANEL �1 .
°' INDICATED ABOVE. "SHUTTER" DETAIL �?
'0 ?! Nailing requirments are based on wall sheathing nailed 6" on-center at the panel edge. If wall sheathin
o is nailed 3" on-center at the panel edge to obtain higher shear capacities, nailing requirments for
structural members shall be doubled, or alternate connectors, such as shear plates, shall be used to
FOR ADDITIONAL STRUCTURAL NAILING REOUIREMENTS maintain the load path. W
?@ When wall sheathing is continuous over connected members, the tabulated number of nails shall be
REFER TO "FASTENERS SCHEDULE FOR STRUCTURAL
1"ISTA3� DATA I L MEMBERS" - TABLE R-G02.3 (1) OF THE RESIDENTIAL permitted to be reduced to -I6d nail per foot.
CODE OF NEW YORK STATE.
N.T.S. NOTE: THIS SET OF PLANS HAS BEEN DESIGNED IN ACCORDANCE WITH THE AMERICAN
FOREST AND PAPER ASSOCIATION (AF * PA) WOOD FRAME CONSTRUCTION MANUAL
FOR ONE AND TWO FAMILY DWELLINGS, 1995 SBC HIGH WIND EDITION, SECTION 2.
SII"IPLIFIED WALL SI-IEATNING
INSTALL "SII"IPSON STRONG-TIE" PRESSURE $ NAILING ZONES °
H-6 TIES CD 16" O.G. w/8-ad NAILS °
1-16 •`
IAG INSTALL "S11"IPSON STRONG-TIE" °° EXISTING
LTP4 ANCHORS 0 16" O.G. W/ ° ROOF
12- ad NAILS °
TYPICAL 2x
O FRAMING
® s/B"O x 12" L. x 3'-0" O.G. ANCHOR O5
BOLTS W/ 2"x2" SO. STL WASHER, O TIN5TALL SIMPSON STRONG-TIE HT722 / \
BP (1--0" FROI"I CORNERS) O OUTSIDE CORNERS w/G4-IGd NAILS 2 2
LTP4 AS PER TABLE 3.2A 4: 3.2B
LTP4
BOTTOM PLATE / I ^ I \
WALL SHEATHING NAILING SCHEDULE FOUNDATION C / \ O
n <
1 1/21/26 PERMIT SET
No. I Date Title
5/e"0 x 12" L. ANCHOR BOLT 7�
1-4/ 2"x2" SO. STL WASHER. / \ REVISIONS:
ZONE S ZONE G
FIELD Drawn By:
�4 FLR. —TO— FND. CONNECTIONS R I'-'I 1"I
EDGE 3" O.G. 4 O.G. S7 -ITT22 DETAIL Date:
1�3J� " O O O
N.T.S. N.T.S. 3 3 I/q/25
ALL %2" EXT. PLYWOOD WALL SHEATHING TO BE SECURED
WITH rod COMMON NAILS- 2" x IQ2" GA. - PATTERN AS Drawing No.:
INDICATED ABOVE.
NOTE: PROVIDE CONTINUOUS LOAD PA-FW FROI"1 RIDGE TO FOUNDATION . ROOFC
.PLAN
SC Y411 - 1I -0II
OF Q- SHEETS