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GENERAL CONSTRUCTION NOTES: GENERAL FRAMING NOTES: MISCELLANEOUS CONSTRUCTION NOTES: GENERAL INTERIOR 4 EXTERIOR STAIR NOTES:
I, ALL CONSTRUCTION SHALL CONFORM TO THE 2020 RESIDENTIAL CODE OF
1, ALL CONVENTIONAL STRESS GRADE LUMBER FOR STUDS, JOIST, RAFTERS, o. PROVIDE CONTINUOUS SCREENED VENTED 5OFFtTS. ALL CONSTRUCTION AND INSTALLATION OF ALL STAIRS SHALL BE THE SOLE
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NEW YORK STATE. ALL LOCAL BUILDING AND ZONING REQUIREMENTS, ALL FEDERAL HEADERS, BEAMS AND GIRDERS AS INDICATED IN THE DRAWINGS SHALL BE b. ALL RAKE BOARDS SHALL BE BUILT OUT A MINIMUM OF g/4" FOR WOOD RESPONSIBILITY OF THE STAIR CONTRACTOR. ALL STAIRS SHALL BE IN
BUILDING REQUIREMENTS AND THE NEW YORK STATE ENERGY CONSERVATION, DOUGLAS-FIR u2 (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 9�" FOR WOOD OF NEW YORK STATE. ALL RISERS ARE CLOSE UNLESS NOTED OTHERWISE.
AND 5PECIFICATIO145 WHETHER OR NOT INDICATED. 2. ALL STRESS GRADE-FRAMING MATERIAL AND PLYWOOD SHEATHING SHINGLES WHEN REQUIRED. ,3 BUILDING DEPARTMENT NOTES :
SHALL BE GRADED AND MARKED BY AN APPROVED GRADING AGENCY, MINIMUM HEADROOM AT STAIRS 15 6'-8" AS PER R314 ,
d. THE TOP OF ALL CHIMNEYS SHALL TERMINATE AT A MINIMUM OF 2'-0" MAXIMUM RISE - 73v
2. ALL CONSTRUCTION WITHIN THE: 130 MPH THREE SECOND 3. ALL MANUFACTURED FRAMING MATERIALS SHALL BE AS INDICATED IN ABOVE ANY PORTION OF ROOFING WITHIN 10'-0".
MINIMUM TREAD DEPTH (W/O NOSING) - 10"
GUST WIND SPEED REGIONS SHALL BE IN CONFORMITY WITH THE AMERICAN THE DRAWINGS AND SPECIFICATIONS, ALL MANUFACTURED FRAMING MATERIALS e. ALL STRUCTURAL STEEL SHALL BE A-56 STEEL AND SHALL BE INSTALLED AS
FOREST AND PAPER ASSOCIATION (AF$AP) WOOD FRAME CONSTRUCTION SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURERS PER A.I,S.C. MINIMUM NOSING PROJECTION - 'i1
MANUAL FOR ONE AND TWO FAMILY DWELLINGS. SPECIFICATIONS AND GUIDELINES. ALL MANUFACTURED FRAMING MATERIALS MAXIMUM NOSING PROJECTION - IY,"
CODE NOTES:
SHALL BARE THE MARKINGS OF THE MANUFACTURER.
MAXIMUM NOSING RADIUS - q/16"
3. ALL CONTRACTORS SHALL BE LICENSED AND INSURED AS REQUIRED. GENERAL FLASHING AND CAULKING NOTES:
A. ALL PLYWOOD SHALL BE EXTERIOR GRADE (CDX) FIR UNLESS NOTED BUILDING DESIGNED IN ACCORDANCE TO TIIE AMERICAN FOREST O 4, ALL PLUMBING, MECHANICAL AND FUEL GAS WORK SHALL CONFORM TO OTHERWISE. ALL PLYWOOD SHEATHING AT ALL WALLS, FLOORS AND ROOFS 1. PROVIDE METAL FLASHING WHERE FRAMING LUMBER IS IN CONTACT WITH GENERAL HANDRAIL AND GUARD NOTES: AND PAPER ASSOCIATION (AF &_ PA) WOOD FRAME CONSTRUCTION
THE PLUMBING CODE, MECHANICAL CODE AND FUEL GAS CODES AND SHALL BE INSTALLED PERPENDICULAR TO THE FRAMING, INSTALL ALL PLYWOOD THE 501L OR CONCRETE.
REQUIREMENTS HAVING JURISDICTION, ONLY A LICENSED AND INSURED AT WALLS AS PER DETAILS. STAGGER ALL PLYWOOD JOINTS MINIMUM OF 32" 2. PROVIDE HIDDEN METAL FLASHING WHERE TOPS OF ROOFS MEET MANUAL FOR ONE AND TWO - FAMILY DWELLINGS
PLUMBING CONTRACTOR SHALL PERFORM ALL PLUMBING WORK, 1. ALL DESIGN, CONSTRUCTION AND INSTALLATION OF ALL HANDRAILS AND
WHERE POSSIBLE. VERTICAL SURFACES.
3. PROVIDE O
IDE LEAD COATED COPPER FLASHING AROUND ALL CHIMNEYS, GUARDS SHALL BE THE SOLE RESPONSIBILITY OF THE RAIL CONTRACTOR. ALL
S, ALL ELECTRICAL WORK SHALL CONFORM TO THE THE 2020 RESIDENTIAL CODE OF M U
S. DOUBLE FRAME ALL OPENINGS UNLESS NOTED OTHERWISE. PROVIDE SKYLIGHTS AND WHERE SIDES OF ROOF MEET A VERTICAL SURFACE, ALL HANDRAILS AND GUARDS SHALL BE IN ACCORDANCE WITH R311, R312 AND R301,5
NEW YORK STATE AND ALL LOCAL AND FEDERAL CODES AND REQUIREMENTS DESIGN CRITERIA: �, a
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 A" FROM THE RJOF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. rT,
CONTRACTOR SHALL PERFORM ALL ELECTRICAL WORK. NOTED. UNLESS NOTED OTHERWISE, FLASH ALL ROOFS AS PER MANUFACTURERS w
SPECIFICATIONS, LIVE LOAD 40 PSF:
2. PROVIDE HANDRAILS ON OPEN SIDES OF ALL STAIRS AND STEPS HAVING
6. PROVIDE SOLID BLOCKING OR IX3 CRO55 BRACING IN ALL FLOOR J015T DEAD LOAD 20 PSF: O J
6, ALL CONSTRUCTION SHALL BE BASED ON THE DIMENSIONS AS INDICATED BAYS AT MID SPAN OR AT A MAXIMUM OF 8'-D" O.G. WHICH EVER IS LESS.
A. PROVIDE METAL DRIP EDGES AT ALL EXPOSED ROOF EDGES OVER FASCIA TWO OR MORE RISERS. PROVIDE HANDRAILS AND GUARDS AT ALL OPEN AREAS 30" r7 E
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 ROOF SNOW LOAD 25 PSF: �-1 r3 U
BEFORE THE START OF THE WORK, DO NOT SCALE DRAWINGS FOR DIMENSIONS. THEIR TRIM, OTHERWISE.
7, PROVIDE HORIZONTAL 50LID BLOCKING AT ALL EXTERIOR WALLS AND WIND LOAD 130 MPH Z
7, THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL INTERIOR PARTITIONS AT A MAXIMUM OF W-O" O.G. VERTICALLY UNLESS S, PROVIDE SEAMLESS METAL PANS IN EITHER LEAD COATED COPPER OR W U
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:
WORK. SQUARE FOOTAGES: Q 0 C)
8. THE CONTRACTOR SHALL MATCH ALL EXISTING CONDITIONS AS THEY S. PROVIDE SOLID BLOCKING TO FOUNDATION AND GIRDERS UNDER ALL I, PROVIDE A SMOKE ALARM IN EACH OF THE FOLLOWING LOCATIONS:
CONCENTRATED LOADS AS REQUIRED. GENERAL WALL BOARD NOTES:
RELATE TO ALL MATERIALS, MECHANICAL, ELECTRICAL, PLUMBING FINISHES, o. ONE IN EACH SLEEPING ROOM, Q
HEIGHTS ALIGNMENT AND DIMENSIONS UNLESS INDICATED OTHERWISE. I, PROVIDE " GYPSUM WALL BOARD TO ALL INTERIOR WALLS AND b. ONE OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE a '
q. PROVIDE SOLID FIRE BLOCKING OVER ALL CONGEALED FLOORS AND CEILINGS UNLESS NOTED OTHERWISE. PROVIDE 5/8" MOISTURE RE515TANT VICINITY OF THE BEDROOMS.
q. ALL MATERIALS AND PRODUCTS SHALL BE PROVICED AS INDICATED IN CEILINGS OVER ALL BEARING WALLS AND GIRDERS, GYPSUM WALL BOARD IN ALL BATHROOMS. ALL GYPSUM WALL BOARD SHALL c. ONE ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING 00
THE DRAWINGS AND SPECIFICATIONS AND INSTALLED AS PER THE BASEMENTS AND CELLARS BUT NOT IN CRAWL SPACES AND UNINHABITABLE ATTICS.
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MANUFACTURERS SPECIFICATIONS AND INDUSTRY STANDARD PRACTICE. ALL RECEIVE MINIMUM OF ONE COAT OF TAPE AND THREE COATS OF SPACKLE. �
10, PROVIDE GALVANIZED METAL CONNECTORS, NAILING, AND FOUNDATION IN AREAS OF A SPLIT LEVEL AND WITHOUT AN INTERVENING DOOR BETWEEN THE N
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MATERIAL AND PRODUCTS SHALL BE NEW AND FREE FROM DAMAGE. 00
5 ,: ADJACENT LEVELS, A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL
ANCHORAGE AS PER DETAILS. ALL NAILS, SCREWS, BOLTS AND CONNECTORS TO 2, PROVIDE /, CEMENT BOARD AT ALL WET AREAS WALLS, CEILINGS, DECKS 0 V1
AND LEDGES TO RECEIVE TILE OR STONE, SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER LEVEL IS
10. ALL CONSTRUCTION 5HALL BE LEVEL, PLUMB AND TRUE UNLESS NOTED BE HOT DIPPED GALVANIZED. PROVIDE APPROVED METAL CONNECTORS FOR ALL cq
LE55 THAN ONE FULL STORY BELOW THE UPPER LEVEL. ZONING CLASSIFICATION: O :n
OTHERWISE. ALL CONSTRUCTION 5HALL BE TO THE LINES AND DIMENSIONS FLUSH FRAMING CONNECTIONS A5 REQUIRED FOR THEIR SIZE AND USE UNLESS 3, PROVIDE ONE LAYER OF APPROVED 5/8" FIRE RATED GYPSUM WALL BOARD
SHOWN UNLESS NOTED OTHERi,415E. NOTED OTHERWISE. AT ALL WALLS AND CEILINGS OF ALL GARAGES AND ROOMS ENCLOSING NEAT 2. ALL ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT m
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II, THE ARCHITECT IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS, II, REFER TO NAILING SCH PRODUCING EQUIPMENT, THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE ZONE - R40EDULE PROVIDED IN DRAWINGS. NAILING NOT DWELLING. THE ALARM SHALL BE CLEARLY AUDIBLE IN ALL BEDROOMS OVER
METHODS, TECHNIQUES, SEQUENCES, PROCEDURES, SHORING, BRACING, A. PROVIDE ONE LAYER OF APPROVED 5/8" FIRE RATED GYPSUM WALL BOARD
INCLUDED IN THE SCHEDULE SHALL BE IN CONFORMITY WITH TABLE R602.3(1) OF BACKGROUND NOISE LEVELS WITH ALL INTERVENING DOORS CLOSED. f
PROTECTION, OF LIFE AND PROPERTY OR FOR THE SAFETY PRECAUTIONS AND THE 2020 RESIDENTIAL CODE OF NEW YORK STATE AND THE AF 6 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. 5, PROVIDE ONE LAYER OF 5/5" APPROVED FIRE RATED GYPSUM WALL BOARD 3• ALL SMOKE ALARMS SHALL BE L15TED AND INSTALLED IN ACCORDANCE
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
c 12. ALL FRAMING TO BE EXPOS D TO THE WEATHER AND IN CONTACT WITH BASEVER ALL HEAT PRODUCING EQUIPMENT AT ALL UNFINISHED AND OPEN
DRAWINGS AND SPECIFICATIONS. THE ARCHITECT IS NOT RESPONSIBLE FOR THE I HOUSEHOLD FIRE WARNING EQUIPMENT PROVISIONS OF NFPA 72.
CONCRETE, MASONRY, STONE OR GROUND SHALL BE APPROVED TREATED THIRTY BASEMENTS.
ACTS OF ERROR OR OMISSION BY THE CONTRACTOR OR ANY OF THE 4, WHEN INTERIOR ALTERATIONS, REPAIRS, ADDITIONS OR CONVERSIONS
SUB-CONTRACTORS OR ANY PE=R5ON PERFORMING THE WORK. YEAR MATERIAL. OCCUR OR WHEN ONE OR MORE SLEEPING ROOMS ARE ADDED THE ENTIRE
GENERAL GARAGE NOTES:ALL OPENINGS FROM THE GARAGE TO THE HOUSE, BASEMENT AND ATTIC DWELLING SHALL RECEIVE SMOKE ALARMS AS REQUIRED FOR A NEW DWELLING; R • •
13. ALL DECK JOISTS SHALL BE ACO AT Ib" O.C. AS PER PLAN, LIST OF Dl\1SWINGS
THE SMOKE ALARMS SHALL BE INTERCONNECTED AND HARD WIRED. '
GENERAL EXCAVATION 4 BACK FILLING NOTES: 14. CATHEDRAL ROOF TYPICAL CONSTRUCTION V
PROVIDE ASPHALT ROOF S INGLES WITH -30 FELT OVER 60 MIN, GRADE 'D' BUILDING 5 5, PROVIDE AN APPROVED AND LISTED CARBON MONOXIDE DETECTION SYSTEM
PAPER ON 3/4" EXTERIOR 511-IEATHING OVER RAFTERS AS PER THE PLAN AT 16" O.C. WITH ABOVE THE GARAGE SHALL HAVE A MINIMUM OF A /a HOUR FIRE RATED O
I, EXCAVATE ALL AREAS AS INDICATED ON THE DRAWINGS. ALL 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 BATT INSULATION BETWEEN I COVER WITH 5/8" GYPSUM WALL BOARD TAPE AND SPACKLE HAVING JURISDICTION, SHEET A 1 1 GENERAL NOTES
UNDISTURBED VIRGIN SOIL WITH STABLE MOISTURE CONTENT AND NON-SHIFTING WITH THREE COATS. PROVIDE A MINIMUM OF I" AIRSPACE BETWEEN THE ROOF PROVIDED WITH AN APPROVED SELF-CLOSING DEVICE. 7
AND NON-SHRINKING SOIL CHARACTERISTICS. THE ARCHITECT HAS PREPARED SHEATHING AND THE INSULATION, CA
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THE DRAWINGS AND SPECIFICATIONS WITH AN ASSUMED DESIGN BEARING 15. TYPICAL ROOF CON5TRUCTIpN GENERAL LIGHT, VENTILATION 4 HEATING NOTES:
SHEET A2 PLAN/DETAIL
CAPACITY OF TW F
D TONS PER SQUARE FOOT, IT 15 THE 50LE RESPONSIBILITY OF a, PROVIDE ASPHALT ROOF' SHINGLESD WITH 60 MIN, GRADE ' ' BUILDING PAPER Z
THE CONTRACTOR TO VERIFY THE ACTUAL SOIL E',EARING CAPACITY OF THEENERGY NOTES-
ENCOUNTERED
SOILS 3/4" EXTERIOR SHEATHING SYSTEM OVER ROOF RAFTERS AS PER PLAN, SHEET AJ ELEVATIONS
ENCOUNTERED BY CONDUCTING TE5T5 BY AN APPROVED AGENCY CERTIFIED BY A I, ALL HABITABLE ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING
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
NEW YORK STATE LICENSED ENGINEER, THE CONTRACTOR SHALL NOT START F`•_I' V 1)
a. PROVIDE SIDING AS PER ELEVATIONS OVER 60 MIN. VENTILATION SHALL BE THROUGH WINDOWS, ODORS, 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 APPROVED OPENINGS TO THE EXTERIOR AIR OF THE BUILDING. SUCH OPENING COMPLIANCE TO THE 2018 ENERGY CONSERVATION CONSTRUCTION CODE OF SHEET A4 CODE PAGE Q
AND ONE HALF TONS PER SQUARE FOOT, THE CONTRACTOR SHALL BE WALL STUDS ACCORDING TO PLAN AT 16" O.G. WITH BATT INSULATION PER SHALL BE PROVIDED WITH READY ACCESS OR SHALL OTHERWISE BE READY NEW YORK STATE.
PLAN, 5/8" GYPSUM WALL BOARD TAPE AND SPACKLE THREE COATS,
RESPONSIBLE FOR NOTIFICATION OF SUCH FINDINGS TO THE ARCHITECT AND CONTROLLABLE BY THE BUILDING OCCUPANTS. 2, ALL CONSTRUCTION INCLUDING ALL HVAC, PLUMBING, ELECTRICAL AND
b. EXTERIOR WALLS- NOTCHING AND BORING. SPECIAL SYSTEMS SHALL MEET THE INTERNATIONAL ENERGY CONSERVATION CODE
SHALL NOT PROCEED WITH THE WORK UNTIL RECEIVING WRITTEN INSTRUCTIONS
I. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN 2. THE MINIMUM OPEN ABLE AREA 70 THE EXTERIOR OF THE BUILDING ,
(2018 EDITION) AS ADOPTED BY NEW YORK STATE AND THE REQUIREMENTS
FROM THE ARCHITECT, THE MIDDLE 1/3 OF THE STUD LENGTH, NOTCHES IN THE OUTER 1/3 SHALL BE 4% OF THE FLOOR AREA BEING VENTILATED. OF THE RES CHECK REPORT OF THESE DRAWINGS.
OF THE STUD LENGTH SHALL NOT EXCEED 2S% OF THE STUD DEPTH,
0 2. ALL BACK FILL SHALL BE CLEAN GRANULAR FILL BROUGHT TO THE II, BORED HOLES SHILL NOT EXCEED 40% OF THE STUD DEPTH AND 3. THE DESIGN OF ALL HVAC, PLUMBING AND ELECTRICAL SYSTEMS IS THE
REQUIRED HEIGHT,
GENERAL GLAZING NOTES: SOLE RE5POSIBILITY OF THE USER OF HIS DOCUMENTS AND HIS CONTRACTORS rTl
WTHE EDGE OF THE HOLE SHALL NOT BE CL05ER THAN 5/8? TO THE UNLESS SPECIFICALLY NOTED OTHERWISE, THE USER OF THESE DOCUMENTS
3, NO BACKFILL SHALL BE PERMITTED AGAINST THE CONCRETE FOUNDATION EDGE OF THE 5TJD. 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
WALLS WITHOUT THE FLOOR FRAMING OR PROPER BRACING AS REQUIRED TO STUD DEPTH WHE STUDS ARE DOUBLED. WIND REGION SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE HVAC PLUMBING AND ELECTRICAL SYSTEMS AS REQUIRED BY ALL AUTHORITIES
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PREVENT DAMAGE TO THE WAI-L. NO BACK FILL 5HALL BE PERMITTED WITHIN A III, NOTCHES AND H011E5 SHALL NOT OCCUR IN THE SAM CROSS SECTION HAVING JURISDICTION. ALL SYSTEMS SHALL BE DESIGNED AND CERTIFIED BY A
MINIMUM OF TWO WEEKS AFTER POURING THE FOUNDATION WALLS, THE TEST OF A ESI E Iggb AND OF ASTW E YORK
AND RUNNELS OF
THE 2020 RESIDENTIAL CODE OF NEW YORK STATE UNLESS NOTED OTHERWISE NEW YORK STATE PROFESSIONAL ENGINEER,
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE TO ALL CONCRETE WORK, C. PROVIDE 2x4 STUDS A 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 HIS KNOWLEDGE, BELIEF Q
4. ALL EXCAVATIONS FOR CONCRETE PIERS AND FOOTINGS SHALL BE A d, PROVIDE 2x4 STUDS A7 16" O.G. FOR INTERIOR WALLS UNLESS NOTED OTHERWISE. AND PROFESSIONAL JUDGEMENT THE SUBMITTED "RE5CHECK" DOCUMENTS MEET O
MINIMUM OF 3'-0" BELOW FINISHED GRADE. THE MANDATORY ENERGY CODE AND ARE IN COMPLIANCE WITH THE 201E
e. STUDS SHALL BE CONT NUOUS BETWEEN HORIZONTAL SUPPORTS INCLUDING 0
2. ALL GLAZING SHALL MEET THE REQUIREMENTS OF R308 OF NEW YORK STATE ENERGY CODE. f�1,
S. REMOVE ALL SHRUBS, TREES AND PLANTINGS AS REQUIRED, CONSULT BUT NOT LIMITED TO: IRDERS, FLOOR DIAPHRAGM ASSEMBLIES, CEILING DIAPHRAGM
THE 2020 RESIDENTIAL CODE OF NEW YORK STATE
CLIENT PRIOR TO MOVING ANY SHRUBS, TREES, OR PLANTINGS. SLOPE ALL ASSEMBLIES, AND ROOF DIAPHRAGM ASSEMBLIES. l �i
FINISHED GRADES AWAY FROM ALL CONSTRUCTION AND PROVIDE FOR ON SITE f, FOR DROPPED HEADERS
I AS PER PLAN, PROVIDE SOLID POSTING AT EACH END. u
DRAINAGE AS PER ALL LOCAL BUILDING CODE REQUIREMENTS. g, FOR UPSET HEADERS AS PER PLAN, TECO ALL CEILING JOIST OR FLOOR JOIST ON GENERAL EMERGENCY ESCAPE 4 RESCUE NOTES: �1 0
BOTH SIDES OF THE HEADER. 1 GENERAL SWIMMING POOL, HOT TUB 4 SPA BARRIER NOTES:
EVERY SLEEPING ROOM AND BASEMENTS WITH HABITABLE SPACE SHALL
GENERAL CONCRETE NOTES: h, LINTELS SHALL NOT BE LESS THAN: BE PROVIDED WITH AT LEAST ONE EMERGENCY AND RESCUE OPENING AS PER THE ALL SWIMMING POOLS, HOT TUBS AND SPAS SHALL BE PROVIDED WITH BARRIERS AS PER
I, THREE 2x10'5 FOR SPANS UP TO 7'-0" APPENDIX G OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. PROVIDE APPROVED
. q'-O' REQUIREMENTS OF R310 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE.
I, LOCAL SOIL CONDITIONS AND/OR LOCAL PRACTICE MAY NECESSITATE 11 THREE 2x12'5 FOR SPANS UP TO (UNLESS NOTED OTHERWISE.) PROTECTIVE BARRIERS AND APPROVED PROTECTIVE BARRIER OPENING HARDWARE AS
A MORE STRINGENT FOOTING AND FOUNDATION WALL DESIGN, CONSULT WITH I. BOTTOM OF WINDOW AND DOOR HEADERS SHALL BE SET AT 6'-8" ABOVE THE 2. THE CODE REQUIRES.
THE LOCAL CONTRACTOR OR BUILDING INSPECTOR, 501L DESIGN BEARING ROUGH FLOOR UNLESS NOTED OTHERWISE. EXCEPTION- EXTERIOR DOORS (SEE WHERE EMERGENCY ESCAPE AND RESCUE OPENINGS ARE PROVIDED THE
PRESSURE 15 A55UMED 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 o. THE SILL HEIGHT SHALL NOT BE HIGHER THAN 44" ABOVE THE FIN15N 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 LE55 THAN 5.7 SQUARE FEET ! L'
3. THE FOUNDATION WALL SHALL BE POURED CONCRETE THICKNESS AS 1, (1)-2x6 (FLAT) FOR UP TO 7'-0" C. THE MINIMUM OPENING HEIGHT SHALL NOT BE LE55 THAN 24", � Cyr
NOTED ON THE PLANS (MIN. OF 3000 PSI) WITH REBAR AS SHOWN IN CR055 II,(2)-2x6 (FLAT) FOR UP TO 10'-7" d. THE MINIMUM OPENING WIDTH SHALL NOT BE LE55 THAN 20" �J PRE M.
SECTION, THE FOOTING 514ALL BE POURED CONCRETE, 51ZE AS INDICATED ON THE k. PROVIDE i" "ADVANTECH" PLYWOOD 5UB-FLOOR TYPICAL. 3.
PLANS WITH US REBAR IN THE LOWER 1/3 OF THE FOOTING PER FOUNDATION WHERE THE OPENINGS ARE AT GRADE FLOOR THE MINIMUM NET CLEAR
WALL CROSS SECTION. I. FOR LEDGER BOARDS USE ONE SIZE LARGER THAN THE JOIST SPECIFIED, FASTEN OPENING SHALL BE 5.0 SQUARE FEET,
TO WALL WITH Y,"m DIAMETER CARRIAGE BOLTS AT 12" O.C. STAGGERED. TECO ALL A
A. (2)-2x6 ACO SILL PLATE OVER COPPER TERMITE SHIELD AND SILL SEAL. JOIST TO LEDGER BOARD. WHERE THE EMERGENCY ESCAPE AND RESCUE OPENING FINISH SILL
HEIGHT 15 BELOW THE ADJACENT GROUND ELEVATION THE OPENING SHALL BE
S. "m 4
DIAMETER X I6" LONG GALVANIZED ANCHOR BOLT AT A MAXIMUM
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OF 33" O.C., 12" FROM EACH BOARD END AND AT LEAST TWO PER CORNER, m CONCRETE FOOTING PROVIDE GIRDER EASPPER PLAN LAN ON �UNLESS ENOTED OTHERWISE STEEL . 2020
ON POURED 2020PROV RESIDENTIAL CODE ED WITH A OOFWNEW YORK STELL IN ATE.
CE WITH R310,2 OF THE T�TEpFN yo��
6. PROVIDE I" CONTINUOUS RIGID INSULATION FROM GRADE DOWN TO
FOOTING ALONG THE PERIMETER OF ALL HEATED SPACES.
7, DAMP t WATERPROOF FOUNDATION WALL WITH SPRAY-ON
WATERPROOFING BY RUB-R-I,4ALL OR EQUAL.
8. FINISH SLAB SHALL BE A MIT41MUM OF 4" THICK POURED CONCRETE ON
UNDISTURBED SOIL OR 4" TI-TICK COMPACTED SAND TO 015% RELATIVE DENSITY,
I
q, ALL CONCRETE FOOTINGS, PIERS, FOUNDATION WALLS AND SLABS SHALL
HAVE A MINIMUM ULTIMATE GOMPRE551VE STRENGTH OF 3,000 P51 AT 28-DAY TEST,
EXCEPT PORCHES, CARPORT SLABS AND STEPS EXPOSED TO THE WEATHER AND
GARAGE FLOOR SLABS SHALT_ HAVE MINIMUM ULTIMATE COMPRESSION
STRENGTH OF 3,500 P51 AT 28-DAY TEST, NO ADDITIVES SHALL BE PERMITTED TO I 2/16/24 REVISED
THE MIX EXCEPT WARM WATI-R. ALL CONCRETE SHALL BE AIR ENTRAINED. TOTAL
o. Date Title
AIR CONTENT SHALL NOT BE LESS THEN 5% AND NOT MORE THEN 7% OF THE REVISIONS:
CONCRETE VOLUME,
10. ALL CONCRETE SHALL BE FORMED AND PROTECTED AGAINST FREEZING. f Drawn By: 1vt
11, ALL CONCRETE WORK 5HALL BE IN ACCORDANCE WITH THE LATEST ACI !.� �I '�
T1�4 (:a 11 IE
318 AND A5TM C1157 REQUIREMENTS.
Date: 2/5/24
12. ALL CONCRETE STEEL REINFORCEMENT SHALL BE NEW BILLET STEEL 6.7� 6-
CONFORMING TO THE LATEST ASTM A-615 GRADE 60.
Drawing No.:
13. CONSTRUCTION JOINTS IN THE CONCRETE SHALL NOT BE PERMITTED
WITHOUT APPROVAL AND DETAILS PROVIDED BY THE CONTRACTORS NEW YORK
STATE LICENSED ENGINEER,
14, ALL STEPPED FOOTINGS SHALL NOT BE GREATER THAN (1) VERTICAL/ (2)
HORIZONTAL.
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R1 I I I JOINTS STAGGERED AND TAPED
ATH F--�
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(2� 13/4-'xq% L. L.
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- -------- - — — J INSECT SCREEN �..�
— — — — — — — — — — — — — — — — — — — — — — — — —
{c EX. EX. EX.
ALUI"I . J CHANNEL
REPAGE REPAGE REPAGE
46—C13-20 IN—KIND' S ED IN—KIND IN—KIND
NEW SAY WINDOW
RCN/T
M. M T FC
QCV \V'r r O
ROOF/ HALL INSULATION
� F:
RETROFIT DETAIL
F I RST FLOOR FL-AN ST�TEOF Nam'/
` %"=1'—D" SCALE: 3/411 = 1 1 _O11
SCALE: 4
AREA: 1,214 S.F.
LEGEND
EXISTING WALL
1 2/16/24 REVISED
No. Date Title
REVISIONS:
Drawn By:
R I"(I"f
Date: 2/5/24
Drawing No.:
OF 4 SHEETS
tl
TYPICAL ROOFING
ASPHALT ROOF SHINGLES
TYPICAL SIDING 12 O
EX.
HEAD FLASHING
1IARDIE SI-ANGLE r
TYPICAL ROOFING
M V
ASPHALT ROOF SHINGLES
BLIND r1ETAL FLASI--ZING W
� C
12 HEAD FLASHING '� F+
EX.I- 1 = w
z �
TYPICAL SIDING n I--I � U
JJ
IN " "I III I III III Jill 1111 E-dARDIE SHINGLE
I-LLLI 12
/ \ EX.I
NEW BAY WINDOW
I00
N lcu D"
N �
o
GRADE
GRADE M
Y ..
FRONT ELEVA-r i ON (SOUTH ) R i GHT ELEVA71 ON ( EA5T) . : W
SCALE: %4"=I'-O" SCALE- %4"-I'-O"
O
ITT��'1
V1
( 1
V 1
! 1 W
TYPICAL ROOFING HEAD FLASH-ZING AJ
ASPHALT ROOF SHINGLES - TYPICAL ROOFING
12 EX. ASPHALT ROOF SHINGLES
f-1
i
FIXED FIXED V 1 V1)
v
12
EX.F NEW BAY WINDOW ~� O
FInIGI rob I I O
EX. EX. ARE ACE
REPAGE REPAGE "IN-
"IN-KIND"
EX. _�_
REPACE --- -
"IN-KIND"
+ - GRADE \
GRADE - - - - - - - - - - -
— — — — — — — — — — — — — — — — — — — — — —L ��D..ARCy/T
- - - - - - - - - - 1- - - - - -
TYPICAL SIDING
HARDIE SHINGLE
M yy
REAR ELEVATION (NOR- H ) LEFT" ELEVATION (LEI EST) �.. _��..o..
sT 04186'\
SCALE: %4"-1'—O" SCALE: %4"=I'-0" !
1 2/16/24 REVISED
No. Date 11 Title
REVISIONS:
Drawn By:
R 1"(i"(
Date: 2/S/24
Drawing No.:
A3
OF SHEETS
RIDGE TENSION STRAP IG" O.G.
BY SII"IPSON STRONG TIE
1 1/4" X IV' 20 GAUGE WIT"
(4) SD COI"1r-10N NAILS EACF-I SIDE
NAILING SCHEDULE
` I"iINII"IUI"I ROOF LIVE LOADS
FROM TABLE 2 OF THE AMERICAN WOOD COUNCIL ISO MPH EXPOSURE B
° ROOF RAFTER Ca) I(o" O.G. WFCM GUIDE GUIDE TO WOOD FRAME CONSTRUCTION IN HIGH WIND AREAS CIN POUNDS-FORCE PER SOUARE FOOT OF HORIZONTAL PROJECTION]
° INSTALL 'SIMPSON FOR ONE- AND TWO- FAMLIY DWELLINGS 2015 EDITION
0
° STRONG TIE LSTA
TRIBUTARY LOADED
AREA IN FEET
TIES @ EA. END JOIST DESCRIPTION NUMBER OF NAILS NAIL SPACING FOR ANY SARE STU UGTURAL
000 OF NDR. MEMBER
N RAFTER FRAMING
ROOF SLOPE O TO 201 TO OVER O L
f _ ]ROOF RIDGE HEADER AS NOTED H Rafter to Top Plate (Toe-noiled) 200 600 600
N Wall height 8 Ft. 3-Bd?# ?$ per rafter FLAT OR RISE LESS THAN 4 INCHES PER FOOT
�[ Wall height q - 10 ft. 4-8d?# ?$ per rafter (1,B)
DOOR OR WINDOW Q Ceiling Joist to Top Plate (Toe-noiled) 20 16 16 `
AS NOTED Wall height B Ft. 3-ed?tt ?$ r joist V
g per j RISE 4 INCHES PER FOOT (1,B) TO LESS 0
Wall height al - 10 ft. 4-Bd?# ?$ per joist T"AN 12 INCHES PER FOOT (1.1) 16 14 I4 M U
RIDGE STRAP " Ceiling Joist to Parallel Rafter (Face-noiled) Roof Span (ft.)
(ft.) a
RISE 12 INGES PER FOOT (III) AND
12 20 28 36 GREATER 12 12 12 W
N.T.S. 3t12 Roof Slope @ I(o" o.c. 5-I6d 8-16d 11-16d 14-16d (')
4:12 Roof Slope @ 16' o.c. 4-16d 6-16d 8-16d II-Ibd each lop �1
5112 Roof Slope @ 1G' ox. 3-Ibd 5-16d 7-I6d q-Ibd each lapf-
7:12 Roof Slope @ I6' o.c. 3-16d 4-I6d 5-16d 6-16d 3 U
I"IINII"IUI"f UNIFORMLY DISTRIBUTED LIVE LOADS
01a2 Roof Slope @ 16" o.c. 3-I6d 3-I6d 4-I6d 5-I6d
12,12 Roof Slope @ 10 O.L. 3-I6d 3-I6d 3-I6d 4-I6d (IN POUNDS PER SOUARE FOOT) /� H
W U
ROOF RAFTER Ceiling Joist Lops over Partitions (Foce-noiled) Roof Spon (ft.) I� Q
12 20 28 36 USE LIVE LOAD Q O
3:12 Roof Slope @ 10 o.c. 5-I6d 8-I6d II-Ibd 14-I6d W O
4:12 Roof Slope @ I&' o.c. 4-I6d 6-I6d 8-16d II-I66 each lop EXTERIOR BALCONIES GO
TYP I CAL DETAIL 5:12 Roof Slope @ I6" O.C. 3 Ibd 5-Ibd 7-I6d q-Ibd each lop DECKS 40 a
7:12 Roof Slope @ I6' o.c. 3-I6d 4-I6d 5-I6d b-Ibd ATTICS WITHOUT STORAGE <
EXTERIOR Hr=ADERS q 10:12 Roof Slope @ I(" o.c. 3-Ibd 3-Ibd 4-I6d 5-Ibd
12112 ROOF Slope @ 16" O.C. 3-I6d 3-I6d 3-I6d 4-I6d ATTICS WITH STORAGE 20
•O N.T.B. V
TOP PLATE ROOMS OTHER T"AN SLEEPING ROOMS 4O N
Collor Tie to RoFter (Foce-noiled) 6-Bd per tie
Blocking to Rafter (Toe-nailed) 2-13d each end SLEEPING ROOMS 30 O 00
U � M
Rim Board to RoFter (End-nailed) 2-I6d each endCq
O Cq
i WALL FRAMING
Top Plate to Top Plate (Foce-railed) 2-I6d?I per Foot M
Top Plote5 at Intersections (Face-noiled) 4-Ibd joints - each side ^/
TABLE R301.2(1) w
Stud to Stud (Foce-nailed) 2-I11 24' o.c. CLIMACTIC AND GEOGRAPHIC DESIGN CRITERIA
o SII"IPSON STRONG TIE r-1TS12 Header to Header (Face-noiled) I6d 16' o.c. along edges WIND DE5iGN SUBJECT TO DAMAGE FROM
GROUND SEISMIC
I I/4" X 16 GAUGE STRAP W/ SNOW
4 l5d COI'-11"ION NAILS S 8d Top or Bottom Plate to Stud (End-noiled) 2-Ibd per 2x4 stud SPEED TOPOGRAPHI SPECIAL WIND WIND-BORNE DESIGN FROSTLINE
( ) (( ) LOAD (MPH) EFFECTS REGION DEBTS ZONE CATEGORY WEATHERING DEPTt-t TERMITES I DECAY
GOI"11"10N NAILS IN GARAGE) INTO 3-I6d per 2x6 stud
THE ROOF RAFTER 4 (A) &d 4-I6d per 2x8 stud 25 P5F 130. NO NO I B SEVERE 3'-0" MODERATE SLIGHT TO
COI"'IMON NAILS ((5) ed C:0r-1MON MPH TO HEAVY MODERATE
NAILS IN GARAGE) INTO 71-IE WALL
STUD. S/D"m x 12" L. x 3'-O" O.G. ANCHOR Bottom Plate or Floor joist, Bondjoist,
BOLTS W/ 3"x3" SQ. STL WASHER. Endjoist or Blocking (Foce-noiled) 2-I6d ?I ?@ per Foot
(P-O" FROM CORNERS)
AS PER TABLE A FLOOR FRAMING y
Joist to Sill, Top Plate or Girder (Toe-noiled) 4-8d per joist
MTS 12 DETAIL Bridging to Joist (Toe-noiled) 2-13d each end frY'1
Blocking to Joist (Toe-nailed) 2-13d each end O
N.T.S. j1W4-%.5
TALL "S11'1PSON STRONG-TIE" Blocking to Sill or Top Plate (Toe-roiled! 3-I6d each block GLAZING PROTECTION FROf 1 WIND—BORNE DEBRIS
CLIPS C-D 16" O.G. W/5-Sd NAILS Ledger Strip to Beam (Face nailed) 3-I6d each joist [� ��••--�� >0
Joist on Ledger to Beom (Toe-noiled) 3-13d per joist �1 r
Bond Joist to Joist (End-nailed) 3-I6d per joist NOTE: PROVIDE STRUCTURAL WOOD PANELS WITH A MINIMUM THICKNESS OF W
Band Joist to Sill or Top PLote (Toe-noiled) 2-I(od?! per Foot mil`" AND A MAXIMUM SPAN OF W-O" FOR EVERY WINDOW. PANELS
SHALL BE PRE-CUT TO COVER THE GLAZED OPENINGS, LABELED, WITH
ROOF SHEATHING APPROPRIATE ATTACHMENT HARDWARE. ATTACHMENT HARDWA.RE
SHALL BE PROVIDED IN ACCORDANCE WITH THE CHART BELOW O
Structural Panels Bid 6' EDGE/ 6" FIELD uu
INSTALL "SII�IPSON STRONG-TIE" Diagonal Board Sheathing u
I'xb" or I'x8 2-Bd each end FASTENER TYPE FASTENER SPACING T/�
,n f ISTA36 STRAPS 0 16" O.G. V 1)
° SECURE WITH 26- IOd NAILS I"x 10" or Wider 3-8d each block PANEL SPAN PANEL SPAN PANEL SPAN
2%' a6 WD. SCREWS ^ W
• CEILING SHEATHING
16" 12" q"
°o Gypsum Wallboard 5d coolers 7" edge / IO" field
WALL SHEATHING 2'/" aB WD. SCREWS
(see Simplified Wall l6" 16" 12"
.` Structural Panels Ball (see
Pressure R Nailing
Fiberboard Panels Zones this page.)
Q 7/1/v" Bid 3" edge / 6' field
25/32" ed 3" edge / 6" field 1�
. FASTENERS AS NOTED _ `
•• o ., Gypsum Wallboard 5d cooler 7" edge / IO" field IN scuEDULE ABovE W
,0 ,. Hardboard Bid (see Simplified Wall J
Sheathing
Particleboard Panels Bid thisurpage.)ailing ru
WINDOW PLYWOOD AS NOTED
Diagonal Board Sheathing GLASS 2"X4• BRACE Qo LARGER SPANS
I"xb" or Oxb' 2-13d per support T/1
►►�LL7 I"x10" or wider 3-15d per support
W FLODR SHEATHING
f� WIINDOW
S L L
t--1I L,fL 5tructurol Panels
I" or less ed 6' edge / 12" field I
�5 WALL—TO—FND. CONNECTIONS greater than I" loci 6" edge / 6" Field ~
.o Diagonal Board Sheathing
r
Q N.T.S. I"xb" or I"xB' 2-8d per support
I"x10" Or Wider 3-13d per support PLYWOOD 5TORM PANEL
"SHUTTER" DETAIL
?! Nailing re gy irments 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 sholl be doubled, or cite-note connectors, such as shear plates, shall be used to �T1
( \ maintain the load path I••L�
V ?P When wall sheathing is continuous over connected members, the tabulated number of nails shall be
Permitted to be reduced to I-I6d nail per foot.
1\I STA=3� D ETA I L
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, Iqq5 SBC HIGH WIND EDITION/ SECTION 2.
� IFI�-_ Cy��
01R�DM
SIf'IPLIFIED WALL SHEATHING v Ml0�C�
INSTAL
I 1M SS W/SNSd- NAILS
PRESSURE NAILING ZONES
N-6 TES CD (, O C
f tis
I 4 �
I
INSTALL "SIr-1P50N STRONG-TIE' Q ( Q O Q Q I O
LTP4 ANCI-IORS 0 IG' O.G. W/ S O4186 OQ.
12- Bic! NAILS —i ---- ---- -i— - -i---- - - -- ---- - } — FOFN ..,
I I I I I
I
m 5/e,"05 x 12" L. x 3'-O" ;O.G. ANCHOR Q I COF"IPONENT AND CLADDING PRESSURE ZONES I I I
BOLTS W/ 2"x2" SO. STL WASHER• I O \\\% NUMBERS INDIATE NAILING ZONES I I
' BP (I'-O" FROI"1 CORNERS) \/ O I I I I
LT P4 AS PER TABLE 3.2A 4 3.2B I I I I F_ — —
I Q 01 ROOF SHEATHING NAILING SCHEDULE O I O U 1 O O 1 Q O
LTP4 " I
I
• .4 X
Q, ZONE 1 ZONE 2 ZONE 3 ZONE 4 I I I I
WALL SNEAT+-ZING NAILING SCHEDULE � I I I O
FIELD I I I I 8" I 2/IG/24 REVISED
O.G. 12" O.G. 3" G O.G. 4" O. .
I No. Date Title
EDGE 4" O.C. 6" O.G. 3" O.G. 3" O.G. REVISIONS:
ZONE S ZONE 6
I I
I I I
FIELD ALL %' EXT. PLYWOOC WALL SHEAT"ING TO BE SECURED I I I I Drawn By:
W. O.G. 8" O.G. WIT" Bd COMMON NAILS- 2%," x 10%' GA. - PATTERN AS ——{———— —— ———- —— -————— — ———
�4 FLR . -TO- FND. CONNECTIONS INDICATED ABOVE. O I O O O O rO Rl"fl"f
EDGE
3" O.C. 4" O.G. Date:
FOR ADDITIONAL STRUCTURAL NAILING REQUIREMENTS 2/5/24
REFER TO "FASTENERS SCHEDULE FOR STRUCTURAL
ALL /2" EXT. PLYWOOD WALL SHEATHING TO BE SECURED MEMBERS" - TABLE R-/o02.3 (1) OF TWE RESIDENTIAL ROOF PLAN
WITH 6d COMMON NAILS- 2" x II%" GA. - PATTERN AS CODE OF NEW YORK STATE.
Drawing No.:
e INDICATED ABOVE. N.T.S.
NOTE: PROVIDE CONTINUOUS LOAD PAT+-I
FROI"1 RIDGE TO FOUNDATION.
OF .4 SHEETS