HomeMy WebLinkAbout37849 Dusty Saddle Ln660 - FILLMORE
Garage Left - Elevation I
SHEET INDEX
NUMBER:
SHEET NAME:
\ BER:
SHEET NAME:
CS
COVER SHEET
E-1.0
ELECTRICAL PLANS - FIRST FLOOR
CS-3
SQUARE FOOTAGE CALCULATIONS
A-3.2
MISC DETAILS
F-1.0
FOUNDATION - SLAB PLAN
A-3.4
MISC DETAILS
A-1.0
FRST FLOOR PLAN
A-3.10
=RONT/REAR ELEVATIONS I/ROOF PLAN
A-3,11
5 D=-__vAT'O\S
BUILDING SECTIONS
GENERAL tiCTE5
THE STANDARD GENERA_ SPECIFICATIONS FOR AMERICAN HOMES 4 RENT t AMH
MODIFIED tSUPPLEMENTEDY TH
DEVELOPMENT 51-.AL_ GOVERN EXCEPT AS MOD ED B ESE
PLANS.
THESE PLANS HAVE BEEN DESIGNED TO MEET THE REQUIREMENTS OF.
2023 FLORIDA BUI DING CODE, RESIDENTIAL, 37H EDITION
OCCUPANCY: SINGLE FAMILY RESIDENTIAL
GE \� CONS RUCTION:
, 4R46E SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA
5- \ I E65 HAN 1/2 INCH (I27 mm) GYPSUM BOARD API —LIED TO THE GARAGE
SIDE-ARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL
F
Y THAN / INCH (159 i T"a= 'X GYPSUM
LAB 'B_E ROOMS ABOV_ B NOT LESS AN 5 8 NC G
BG OR EQLI VA- - ENT. WHERE THE SEPARATION 15 A FLOOR CEILIN ASSEMBLY
T z„CTUR_ SUPPORTING THE SEPARATION SHALL ALSO BE PR0 ECTED BY NOT
LESS '-AN I/2 INCH !12l mm) GYPSUM BOARD OR EQUIVALENT.
EXTERIOR FINISHES:
THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION SHALL BE PER THE
CURRENT APPROVED BUILDING CODE AND ASTM C926. INSTALLATION OF EXTERIOR
LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER THE CURRENT
APPROVED BUILDING CODE AND ASTM C 1063_
EGRESS.
I EACH EE�-FOO-
., _;NE ,-, \ ^^m _ CRESS CODES., IF
THERE 5 NC<- C x R.OR - - �R_'- SS WINDOWS SHALL
PROVID --AR OPENING OF NOT LFe.- 24 'N HEIGHT
AND 5. SQ.= . IN AREA (50 SQFT_ AT GRACE 0= T-E CLEAR
OPENING- S-4L- NOT BE MORE THAN 44" AEGVE T,-- =LOORJ
2. IN DWI NG UNITS WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED
MORE THAN -.2 INCHES ABOVE THE FINISHEDGRADE OR SURFACE BELOW, THE
LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24
INCHES ABOVE THE FINISHED FLOOR. OPERABLE SECTIONS OF WINDOWS SHALL NOT
PERMIT O N'NG--S TH A- ALLOW PASSAGE OF A 4" SPHERE WHERE SUCH OPENINGS
ARE _ '-. N 24 INCHES OF THE FINISHED FLOOR PER THE CURRENT
APPROVE D BALD' NG- CODE.
FLASHING:
I. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND
WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES 'N ROOF SLOPE OR DIRECTION,:
AND AROUND ROOF OPENINGS.
2. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED' SHINGLE
FASHION IN SUCH A MANNER 45 TO PREVENT ENTRY OF WATER INTO THE WALL
CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING
COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR
WALL FINISH. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT
ALL REQUIRED LOCATIONS PER THE CURRENT APPROVED BUILDING CODE,
WINDOW NSIALLATION.
1. WINDOWS SHALL BE INSTALLED AND F LA HED IN ACCORDANCE WITH THE
MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION
INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW
FLOOD ZONE REQUIREMENT5:
I. PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION
BATH AREAS:
L INSTALL 2x4 BLOCKING AT TOILET PAPER AND TOWEL BAR LOCATIONS, SEE
DETAILS.
KITCHENS:
I. INSTALL 2X6 BLOCKING AT 89" AFF, ON CENTER FOR UPPER CABINET
INSTALLATION_
TUB AND SHOWER AREAS:
I. CEMENT, FIBER -CEMENT, OR GLASS MAT GYPSUM BOARD (NO GREEN BOARD
ALLOWED) IN COMPLIANCE WITH ASTM 0288, CI325, OR ClnO AND INSTALLED WITH -ax 1-1/I4' DAGGERZ PILILIPS WAFER HEAD CEMENT BOARD SELF DRILL SCREWS W/
COATING SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS,
AND WALL PANELS IN SHOWER AREAS.
TERMITE 'REATMENT-
TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDE5,
INCLUDING SOIL APPLIED PESTICIDES, BA TING SYSTEMS, AND PESTICIDES APPLIED
TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR
USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF
THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF
COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED.
PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE
BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF
SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS
ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER
SERVICES."
MECHANICAL AND HVAC:
L ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE
FURNISHED BY THE MECHANICAL ENGINEER AS AN. ATTACHMENT TO THIS PLAN SET
AT THE TIME OF APPLICATION FOR PERMIT.
2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE,
REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER
APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE
BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE
AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES (762 mm) WIDE SHALL BE
ENERGY REQUIREMENT SCHEDULE
EXTERIOR WALLS (FRAME)
R-13
EXTERIOR WALL5 (BLOCK)
4.1 FOIL
ATTIC CEILING
R-30
PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE.
3 DUCTS IN THE GARAISE TING THE WALLS OR CEILINGS
RAGE AND DUCTS PENETRATING RA
SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN
26 GAUGE (0.40 ,m) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL
HAVE NO OPENINGS INTO THE GARAGE.
4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE
INSTALLED ABOVE THE BASE FLOOD ELEVATION AND SHALL ALSO CONFORM TO THE
MANUFACTURER'S INSTALLATION INSTRUCTIONS.
AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHA'_'- BE
PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING
COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN
PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE
APPLICABLE PROVISIONS OF SECTIONS M14113.
EXHAUST FANS AND VENTING,
I. OUTDOOR DISCHARGE. THE AIR REMOVED BT- EVERY MECHANICAL EXHAUST
SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS, AIR SHALL NOT BE EXHAUSTED
INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE.
2- EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE
RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE
EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND
TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC,: CRAWL SPACE, OR OTHER
AREAS INSIDE THE BUILDING.
3. DUCT LENGTH. THE MAXIMUM ALLOWABLE EXHAUST DUCT LENGTH SHALL BE
DETERMINED BY ONE OF THE METHODS SPECIFIED IN SECTIONS IMI5024.5 i THROUGH
M1502453. THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE 35 FEET FROM.
THE CONNECTION TO THE TRANSITION DUCT FROM THE DRYER TO THE OUTLET
TERMINAL. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 25 FEET(T62 mm.)
FOR EACH 45 DEGREE (0l9 RAID) BEND AND S FEET (1524 mm) FOR EACH SO
DEGREE (16 RAID) BEND- THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT
INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER BOOSTER
FAN IS INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM
LENGTH, OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE
PERMITTED -O B E IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURERS
INSTALLATION \STRJC- DNS_ WHERE A CLOTHES DRYER BOOSTER FAN IS INSTALLED
AND NOT READI-Y ,'> ESSIBLE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED,
A PERMANEN- :DEN-IFYNG LABEL SHALL BE PLACED ADJACENT TO WHERE THE
EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THIS DRYER
EXHAUST SYSTEM IS EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN."
4. PROVIDE BACK DRAFT DAMPERS AT INTAKE AND EXHAUST LOCATIONS AS
REQUIRED BY THE CURRENT APPROVED BUILDING CODE.
CODES FLORIDA, 810L,IDING CODE.
NATIONAL ELPCTTR'--` '-:ODE,
AND THE CITY OF-152PHYRHILLS
OINANCES
ISSUED: 02/12/2024
VERSION: 5.0
SQUARE FOOTAGE
AW ASSET MANAGEMENT $0. FT.
HEATED AREA
Sq. Ft.
MAN LEVEL
TCO
5EGOND LEVEL
0
TOTAL AH4R SQ. FT. (SIaNCrawl)
1700
METHODOLOGY: ANSIZ76S2003
The total area calculated from the outside -to -outside of framing, including optional "I"ed basement options as
shown. This area excludes stairwell at highest level above grade, garage, covered patio/porches.
Ult
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DO NOT SCALE TVffH DRAIWNSS.
VERIFY SUIT ORIENTATION WITH
C 71ZACTOR AND SITE PLANS
BEFG1g CLtJ5TR1LTI0N. THESE
DRAUI,IS5 DO NOT CCNTAN
SPECIFO mEOrmATION FOR ANY
STSCTURAL ELEYIENTS (70 SE
PROVIDED BY ENSIKEER Cf
f¢CDRGJ ANY DI'..OI IOY
(DIMENSIONS, ORIENTATION, ETCJ
BETIFN RIESE DRAWINGS AND THE
A.. IATEO DRAWING5 snd 51TE
DRN ,I $HALL Be REFGRTED TO
LLTIIRACTOR AT ONCE MD tV
COTSTR 014 SHALL FRCGE`�
181TIL �CTED. THE
CONTRACTOR AS'NEs
RES? SISILITY TO YEE-A__
REWIREMEMS OF LOCAL B 1011
OFFICIALS I TO COMFLY WITH STATE
&ILDIK'. CODES.
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VERSION: 5.0
aNi 7
COVER SHEET
all r/
CS11
aw -t OEVELCR '
SQUARE FOOTAGE CHART �Nm1LEONOEDR� 66
vEGON &ALONG ORIENTATIONIEAWITH
CONTRACTOR A`rD SITE PLANS
aEE°RE caasrRlcnoN TUESE
DCIRC i DC NOT pOR A
S TE TU II,POELEMENTMATION TOR ANY
STROvi) 0 ELEMENTS EN5iI SER BE
RECORDED BY ENSINEEE
RECORDI. ANY DISCREPANCY
(TUIE1451q15, GRIEMATION. EtG)
BIA T O D DRAll11NG5 AND THE
A.r'uCrIAiED DRAWINGSP-RTE SITE
ELEVATION T ELEVATION T ELEVATION 'K' PLAN OPTIONS Ol 7 - AND r°
carRACTDR AT one auo ND
CQSTTd1C T 1°ti SHALL FRCCEED
unill CTOR 661 T:a=
CQ.RRA BUT AS0ATEE THE
RESENEINT OF TC MEET ALL
REWIALS INTO OF 19-T TWBiJLDIM
STATE
OFFICIALS tTD GLYPLY WITH STATE
BUILDING CODE5.
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SQUARE FOOTAGE SQUARE FOOTAGE SQUARE FOOTAGE SQUARE FOOTAGE
CONSTRUCTION AREA CALCULATION
HEATED / CONSTRUCTION AREA
Sq. Ft.
MAIN LEVEL
1131
TOTAL HEATED/CONSTRUCTION AREA (Slab/Cfawq
1737
METHODOLOGY: ANSI Z7W2003
The total area calculated from the outside -to -outside of framing. including optional finished basement options as
. shown. This area excludes stairwell at highest level above grade, garage, covered patio/porches.
BUILDING ENVELOPE AREA (ALL AREAS UNDER ROOF)
Sq. Ft.
GAIRAGE
423
COVERED PATIO
qb
FRONT COVERED PORCH
30
TOTAL BUILDING ENVELOPE (SIeb/CMA
2286
METHODOLOGY
Building Envelope Area: The total area calculated, including Heated/Construction area as calculated, and also
including garage, covered patio/porches.
MAXIMUM DEPTH =
b1'-0"
MAXIMUM WIDTH =
40'-0"
"MAXIMUM BUILDING HEIGHT A.F.F.
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VERSION: 5.0
"W"",
SOUAREFOOTAGE
CALCUATIONS
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CS-3
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AR_AF WHERE _ON..TRUC71CN WILL OCCUR UNO.
-- I =ILL SHAL_ BE FIRnL- COMPACTED. CLEAR SAND/C-AY
MATERIAL. FREE OF ROOTS, ORGANIC MATTER OR OTHER
INTEROR BEARING LOCATIONS 51-0ULD BE COORDNATED
Im'-8"-4 WIT,-1 TRJ55 MANUFACTURER T STRUCTURAL ENGINEER
I I PROVIDE SOIL TREATMENT AND vAPOR BARRIERS AT ALL
SLABS (INTERIOR).
II
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rO,NCRETE SLAB "IN, OVER 6 MIL VAPOR
- 3ARRI- R. SLAB SHALL BE
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IN;TIL CCR CTED, THE
G' TRACTOR AS`A➢'1E5 THE
RESPONSIBILITY TO I'EET ALL
REQU1 REMENi5 CT LOCAL WILDING
OffK ALE / TO COLY WITH 5TATE
WILDING CODE5.
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L-00 PLAN NO ES TJOOEfl TOFAu
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PROVIDE 1/2 (MIN MUM) GI - SUM BOARD SEPARATION AT WALL5 AND 5G" TYPE X CEILING5
N THE GARAGE ADJACENT TO THE MAIN HOU8E AND ATTIC AREAS_
145-, iNG MACHINE 15 ALWAYS LOCATED LEFT OF THE DRYER UNLESS NOTED OTHERW15E.
CLO$ETWAII
ALL EX.ER:OR W4LL5 ARE DRAGN AT 8" CMU UNLE55 NOTED OTHERWISE. SPIN
ALL INTERIOR AND COMMON WALLS ARE DRAWN AT 3 1/2" UNLE56 NOTED O LERW15E. PL,GIVI �� YWOOD Ft W
HEADER FOR'1R5- FLOOR 15 AT 8' O" w/ 9 -CLG, + SECOND FLOOR 15 AT 1'-0' L/ 8CLG
ANDR IL' EIGHT SHAL1 _ BE 36" MEASURED VERTICAL"FROM THE NOSING OF THE TREAD.
) DENOTES GRE55 WINDOW
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VINYL PLANK
40'-0" OVERALL
28'-0'
3'-10" 9'-10/" 3.10,
25 5H (•1 a, 25 54 f•)
25 SH 1A„I 75 5H
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OPi_ GARAGE ILALLS COMMON WITH LIVING--
T-10" �OLLARD, AREA MUST HAVE I/2" DRYWALL 2� I1R+5
2'-4" fTYPJ SEPARATION (MIN 2'd MIN FIRE
- = 54'x27"FULL'' HVAC ON RA15EF HVAC 15) SH.
�--0OlUN STAIR'S PLATFORM _ CL05ET
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ASSOCIIA THESE 4WING5 .,AND THE
ASSOCIN
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DRAWINGS SHALL E REPORTED TO '
CCNTRACTORA ONCEAND NO
LON5717ION S AL� FRCOEEC
WT L CORRECTED. THE
CONTRACTOR A55UNE5 THE
RESPGN5181. Y TO MFF- A:_L
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VERSION: 5A
FIRST FLOOR PLAN
FAT.
-1.0
-
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ATTIC VENTILATION: (300 5Q = A-TC, SFACE " 50 FT VENTLATIONI
C41CULA71ON5 REFLECT 50% R'.DG-E AND 50% 5011 YM1'S
228l 5Q FT UNDER ROOF A'TIC / 300 SO FT , 50 FT - TO SQ FT VENTILATION
CIF -RIDGE VENT = ICA 50 'N EACH (4' VENT)
SGF-F!T VENT ; 9 SQ IN EACH
III SQ FT x SQ% = 3BI SO FT HIGH, 36 SO FT LOW
HIGH VENTING
3BI 5Q FT x 144 5Q IN •54864 5Q IN REQUIRED
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ELECTRICAL GENERAL NOTES
SW'. CHEF 5 TO BE 45 AFF.
RE EP"5. "O BE 12" AFIF - 42' IF OVER A COUNTER
ALL WIRING TO BE IN ACCORDANCE Wj7H NEC;
ARC FAULT CIRCUIT INTERRUPTER PROTECTION SHALL BE PROVIDED 45 REQUIRED
IN NEC 210.12(A) AND SHALL BEINSTALLEDALL BE IN A READILY ACCE55BLE LOCATION.
ALL SMOKE DETECTORS 5HALL BE HARDWIRED INTO AN ELECTRICAL POWER
5OURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE
AND INSTALL LOCALLY CERTIFIED SMOKE DE EC -ORS -
GROUND FAULT CIRCUIT INTERRUPTER SHALL BE PROVIDED 45 REQUIRED IN NEC
2108(A)AND INSTALLED IN A READILY ACCESSIBLE LOCATIONL
IT 15 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO INSURE THAT ALL
ELECTRICAL WORK 15 :N FULL COMPLIANCE WITH NF.P.A. TOA - NEC AND ALL
APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES -
PROVIDE INTERSY_ EM BOND:NG'REMINATION AT SERVICE LxATION PER NEC
250S4
LUMINI4IRE5 IN CLOTHES CLOSETS SHALL BE INSTALLED PER THE PROVISIONS Or
NEC 410.16(A) 1 (5)
RECESSED LIGHTING TO BE AIR TIGHT AND IC RATED
100% OF THE LAMPS '.N PERMANENTLY INSTALLED FIXTURES SHALL BE
HIGH -EFFICIENCY LAMPS
REFER TO ENERGY CALCULATIONS FOR ADDITIONAL INFORMATION.
PROVIDE THE REQUIRED CLEARANCES AROUND PANELS AND DISCONNECTS IN
COMPLIANCE WITH NEC 11026.
ALL RECEPTACLES SHALL BE TAMPER RESISTANT PER NEC 40612,
THE BRANCH CIRCUIT SUPPLY'NG THE RECEF ACLE(S) IN A GARAGE SHALL NOT
SUPPL Y OUTLETS OUTSIDE OF THE GARAGE AND NOT LE55 THAN ONE RECEPTACLE
OU-LE' 5HALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE.
AFCI PROTECTION - 21012 (B) DWELLING UNITS. ALL 120 VOLT, SINGLE PHASE, 15 AND
20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNITS,
FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DEN5,
BEDROOMS 5UNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR
ROOM5 OR AREAS SHALL BE PROTECTED BY A L'STED AFCI, COMBINATION TYPE.
INSTALLED TO PROVIDE PROTECTION OF BRANCH CIRCUIT.
EXTERIOR
GARAGE
200 AMP METER MAIN COMBO
MCI
\ J
200 AMP MAIN
LS INTERIOR
PANEL
4/0 AL SER CABLE
GROIJNDI,NG ELECTRODE
SHALL COMPLY WITH
5EG 25052
ELECTRICAL RISER D'AGRAM
N.T.5
STRUCTURED —
MEDIA CABINET TO
INCLUDE CAT5/6
COAX, U58, UP
ROUTER SPACE
AND POWER
VERIFY EXACT
REQWREMENT
LOCATION AND
MOUNTING HEIGHT
PRIOR TO
INSTALLATION
`KEVL
,6PT. DEDICATED 50 AMPS
(14 -50 NEMA 240v) !F
REQUIRED BY CODE
GrCrl
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FIRST FLOOR ELECTRICAL PLAN - ELEVATION'I'
420 1 AMP DEVELOPMENT
DG NOT SCALE THESE DR UIN6S.
VERIFY FU1LDIIL'- ORIFMATICN WITH
CONTRACTGR AND SITE PLANS
BEFORE CON5TF I IOK THESE
DRAWI S D0 NOT CONTAIN
STEGFIC AL ELE W FGR ANT
sTRolio C ELEMENTS (TO FBF
PROVIDED BY ENGINEER CP
REAC5CEN51ON ANY ENTAT N, CY
ETC
(DIMENSIONS, DRAUATGN, ETC,)
A5T58IN THE
DRAWIN:a, AND THE
R,UIN,7ED DRAlE RE and/or 517E
DRAWIM_'-,5 SHALL BE REPORTED iG
CONTRACTOR AT QJCE AND THENO
CONST L CxRECTEDJ SHALL PED
UNTHE
COR.
GGN7TRACTGR ASSUMES THE
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REIX.IA-5 1 75 GF LOCAL &IILDING
OFFICIALS U TO C/JMPLY LATH STATE
SJILDING CODES.
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TO OVERLAP RUBBERIZE
FLASHING
RUBBERIZED THRU-WALL
FLASHING, EXTEND UP 8'
VERTICALLY (C' MN
VERTICAL PROJECTION
ABOVE SUBFLOOR), TRN
TO OUTSIDE FACE OF
BRICK
HOUSEWRAP BARRIER RAPE ALL
JOINTS) OVER EXTERIOR
SHEATHING PER SPECSHEATHNG
TO OVERLAP RUBBER _
BLDG FELT BETWEEN FLASHING _
USEWRAP BARRIER AND -
:K VENEERAYPICAL UP
RUBBERIZED THRU-WALL
FLASHING, EXTEND UP Ir 15# BLDG FELT BETWEEN
VERTICALLY (4- MIN _ HOUSEWRAP BARRIER AND
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ABOVESUBFLOOR), "
TRIM TO OUTSIDE FACE CONTINUOUS MORTAR NET
EP HOLES AT COURSE OF BRICK
)VE FLASHING - 24' O.C.
RIZONTALLY o WEEP HOLES AT COURSE
THRU-WALL FLASHING
HOUSEWRAP BARRIER -
REFR TO DETAIL FOR CUTTING COORDINATE 15N BUILDING FELT
BARRIER AT WINDOW OPENING. APPLICATION WHERE BRICK VENEER IS
SPECIFIED
- FOLD HOUSEWRAP DOWN OVER HEAD FLASHING
AND APPLY CORNER PATCH EXTENDING I"MIN.
BEYOND BARRIER CUT
--INSTALLHEAD FLASHING OVERLAPPING
WINDOW FLANGES A MN. OF 7-INSTALL
UNDER HOUSEWRAP
APPLY JAMB FLASHING OVER SIDE
WINDOW FLANGES -MN. I" ABOVE
MEAD AND 3"OVERLAP ATSLL
*HEAD
WINDOW OVER SEALED AND HASHED
PREMANUFACTURED SILL PAN BEFORE TAPING - FILL
_ ENTIRE INTERIOR PERIMETER GAP W /
NON -EXPANDING FOAM OR SEALANT
TAPE SEAM OF OVERLAPPING PLASTIC SILL
BOOT
- PREMANUFACTURED PLASTIC SILL
BOOT
unur��ur oft�r.nui+ r-B A r%l BILT►ILn
NOT TO SCALE
-- -_ GABLE END WHERE OCCURS
REFER ELEVATIONS AND DEALS
12 TYPICAL ROOF COVERING PER SPEC
SEE ROOF/
PLAN
/ TYPICAL ROOF TRUSSES PER SPEC
S \ TYPICAL ROOF INSULATION PER SPEC
TER ROOF
N DRIP EDGE PER CODE & COMM. SPEC
-.- ..:...__i RPOM
IYP. M. CLG. TFFU._
KNS
J
MATERIAL -PER SPEC
/ FASCIA PER CODE 6 COMM. SPEC.
REFER TO STRUCTURAL -1 TYPICAL SOFFIT FD EH PER SPEC
FOR TRUSS TO WALL TIE BEAM - REFER STRUCTURAL
CONNECTION
TRM PER ELEVATION PER SPEC
B' CMU BLOCK REFER STRUCTURAL
TYPCALSTUCCO FINISH ON BLOCK PER
SPEC
TYPICAL NIEFKM WALL
FINISH AND INSULATION
OVER BLOCK PER SPEC
WAINSCOT PER ELEV. PER SPEC
VERIFY FOUNDATION PROFILE VARIES BY
TYPICAL BASE LOCATION / CONDFDNS
PER SPEC REFER STRUCTURAL
VERIFY DEAL FOR TERMINATION WALL
FINISH AT FOUNDATION PER ELEVATION A
MATERIAL
� �L REFER TO PLOT PUN FOR SLOPE
r, CONFISURATDN
TYPICAL 1-STORY WALL SECTION
NOT TO SCALS
ABOVE FLASHING - 24' O.C.
SOLD GROUT BEHIND HORIZONTALLY
FRNW COURSETY
FOUNDATION POURED FOUNDATION
WALL
BRICK LEDGE
THRU-WALL FLASHING @ BRICK LEDGE
NOT-C SCALE
FRAMING SYSTEM
BRICK ROWLOCK -
REFER TO ELEV.
BRICK SOLDER (OR) 3 BRICK
COURSES -REFER TO ELEV.
THRU-WALL MEMBRANE
HASHING
WAINSCOT DETAIL
NO- TO SCALE
HOUSE WRAP OVER WALL SHEATHING - PROVIDEENOUGH OVERLAP TO COVER METAL RASHING
AND THROUGH -WALL FLASHING
TAPE OVERLAPPING SEAM
SIDING PER SPEC
17 BEM METAL RASHNG-
EXTEND 8" VERTICALLY
EXTERIOR SEALANT
I
CAST STONE SILL OR BRICK
ROWLOCK- RffHt TO ELEVATION
BRICK TIE
WEEP HOLE
THRU-WALL MEMBRANE FLASHING
TO FACE OF BRICK W/ MN. 24"
VERTICAL LEG. LAP UNDER
BUILDING WRAP.
7/8" STUCCO OVER FRAME (SHEATHING, 2 LAYER W.R.B.,
LATH AND STUCCO) - PER SPEC
- PEEL B STICK BRIDGE FLASHING, SHINGLE LAPPED
OVER STUCCO ACCESSORY
VINYL PLASTER DRIP SCR® - PER SPEC
INSTALL PER MANUFACTURERS INSTALLATION INSTRUCTIONS
CAP SHINGLE - DO NOT STAPLE OR NAL
E� ROOFCEMENT
SHINGLE ROOFING ON ROOFING UNDERLAYMEM- PER SPEC
PEEL 3 STICK BRIDGE FLASHING. OVERLAP ON TO ROOFING
UNDERLAYMENT
67c6" CORROSION RESISTANT BASE FLASHING - PER SPEC
PRE-ENGINEERED WOOD TRUSSES SEE STRUCTURAL AND TRUSS
DRAWINGS FOR SPACING AND CONNECTION DETAILS
NOTE ALL ROOFING MATERIAL (PER ELEVATION) SHALL BE INSTALLED
PER MANUFACTURERS INSTALLATION INSTRUCTION. VERIFY ROOF
SHEATHING WITH STRUCTURAL DRAWINGS
ROOF TO WALL AT RAKE
2 STALE: 3"- 1 -0
7/8" STUCCO OVER FRAME (SHEATHING, 2 LAYER
W.R.B. LATH AND STUCCO) -PER SPEC
PEEL 3 STICK BRIDGE HASHING, SHINGLE LAPPED
OVER STUCCO ACCESSORY
VINYL POSTER DRIP SCREED - PER SPEC
INSTALL PER MANUFACTURERS INSTALLATION
NSTRUCTIOW
"L" FLASHING
CAP SHINGLE - DO NOT STAPLE OR NAIL
ROOF CEMENT
6'W CORROSION RESISTANT BASE
FLASHING RYP)
PRE4NGNEERED WOOD TRUSSES SEE
STRUCTURAL AND TRIGS DRAWINGS FOR
SPACING AND CONNECTION DETAILS
TYPICAL EXTERIOR WALL ASSEMBLY - SEE
STRUCTURAL DRAW -
NOTE. ALL ROOFING MATERIAL (PER ELEVATION) SHALL BE INSTALLED
PER MANUFACTURERS INSTALLATION INSTRUCTION. VERIFY ROOF
SHEATHING WITH STRUCTURAL DRAWINGS
ROOF TO HEAD OF WALL - SHINGLE
62r. A— DEV'E_OP'-ENT
DC rs SCALE _`FsEE nRG s.
VERPYE ILDRY: C,E!EN'Ai2X jni-
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aEE col6iE.L-10d. •vPsr
ANT
sRcr:RA: E:� a-5 rra
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rD:"+=NSIONS, C"i2r'AiIpJ, ETGi
F�"LET ".Ex DRAL'RGS AWD i=E
DR. ' I IATED L_ El FEECR-t SITE
DRFWIC:S'TI ATT �- MD 1 r0
Cq�'iRACT IO AT AU STUD NO
CONSTRJCTILN SHALL PRGCEED
aTIL CORRECTED. T
CONTRACTOR AETHE
RESPON5181LITY 70 i0 "tTlEE5 T ALL
FlM f1r�ENTs of LOCAL ewLD!Nc-
CFFICIALS �'O COMPLY WITH STATE
BUILDING CODES
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MISC. DETAILS
9iffTIL
-3.2
EXTERIOR
INTERIOR
FIBER CEMENTSDNG OVER
TYVEK' OR EQUAL
I
HOUSEWRAP OVER EXTERIOR
6" WIDE, SELF
SHEATHING AND FRAMING
I
ADIi&NG, SELF
PER STRUCTURAL DWGS. —',
,{
HEALING WATERPROOF
ly-
MEMBRANE
6' WDE SELF ADHERING.
.:
SELF HEALING WATERPROOF
,1 SHIM SPACE PER
MEMBRANE UNDER 2 LAYERS
-I MANUFACTURE'
OF BUILDING PAPER.
RECOMMENDATIONS
TAPE/SEAL CORNERS
r
II��
.�
..
CORROSION RESISTANT
CAULKING -TYPICAL
\
METAL HEAD FLASHING
WITH WRAPPED ENDS--'-
WINDOW ASSEMBLY
EITERIOR GRADE SEA"
INSTALLEDWITH
OVER BACKER MATERIAL
SEALANT
SE
- -
BEADCONAT FLANGE PRIOR TO
BEAD AT FUS
V INSTALLATION
NOTE WINDOW ASSEMBLY TO BE FASTENED TO
STRUCTURE PER WINDOW MANUFACTURERS
NSTAL ATDN REQUIREMENTS AND RECOMMENDATIONS
HEAD AT FRAME WALL
SCALE. 3"= 1'-0'
HORF UP SIDING NSULLt3) fNR III 11�, FOR HMG. PER
MFR'S INSTRUCTIONS o/ BUILDING l STRUCTURAL DETAILS
PAPER o/ SHEATHING AS Y GYP. BD,
OCCURS )PER STRUCTURAL
DETAILS J
) I1?III
STUCCO FLASH COAT o/
FOAM TRIM SEE ELEVATION 2x6
V
1zWD. TRMr—� ti
F
`TRACK ASSEMBLY
SEALANT
2z RB DR. JAMB
JAMB STRIP
GARAGE DOOR 1 1.
OVERHEAD GARAGE DOOR JAMB
SCALE'. 1 V2"= I' 0"
EXTERIOR
INTERIOR
SELF ADHERING, SELF
HEALING WATERPROOF
MFMBRANESLL
WINDOW ASSEMBLY 16TALLED
WITH NTINUOUSRANGED SEALANT
DAM -CON MN.
AT
r� BEAD AT FLANGE PRIOR TO
UP JAMBS
�
1 INSTALLATION
S ERIORGRADOol
— CAULKING -TYPICAL
SEALANT BACKER MATERIAL
�.
1X2 WOOD DAM
FIBER CEdENTSDNC
OVER TAW OR EQUAL
INSTALL PLYWOOD
HOUSEWRAP OVER
,-� PANTED BUCK BEHIND
EXIERIORHEAIHNG ��
AND FRAMING PER
WNDOWSAT
DORMERS. IYP.
STRUCTURAL DWGS.
NOTE: WINDOW ASSEMBLY TO BE FASTENED TO
STRUCTURE PER WINDOW MANUFACTURERS
NSTAUATION REQUIREMENTS AND RECOMMENDATIONS
SILL AT FRAME WALL
SCALE: 3"- I' 0"
HORR LAP SIDING INSTALLED PER MFR'$
NSTRUCIDNS o/ BUILDING PAPER o/
SHEATHING AS OCCURS (PER
STRUCTURAL DETAILS) __....
LAP BUILDING PAPER MN r
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STRUCTURE PER WINDOW MANUFACTURERS
INSTALLATION REQUIREMENTS AND RECOMMENDATIONS
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VERSION: 5.0]
MISC. DETAILS
Wf
-3.4
GENERAL STRUCTURAL NOTES:
1. ALL WORK SHALL CONFORM TO THE 2023 81h EDITION OF THE FLORIDA (INTERNATIONAL)
RESIDENTIAL CODE AND APPLICABLE COUNTY CODE AMENDMENTS. STANDARDS LISTED IN
STRUCTURAL NOTE SECTIONS REFER TO THE VERSION AND EFFECTIVE DATE IDENTIFIED IN THE
REFERENCED STANDARDS CHAPTER IN THE GOVERNING BUILDING CODE NOTED ABOVE.
2, THE STRUCTURAL NOTES ARE INTENDED TO AUGMENT THE DRAWINGS. SHOULD CONFLICTS
EXIST BETWEEN THE DRAWINGS AND THE STRUCTURAL NOTES, THE STRICTEST PROVISION
SHALL GOVERN.
3. THE STRUCTURAL DRAWINGS FORM AN INTEGRAL PART OF CONTRACT DOCUMENTS. WHICH
INCLUDE ARCHITECTURAL. STRUCTURAL. MECHANICAL, ELECTRICAL, AND CIVILiSITE DRAWINGS.
COORDINATE THE STRUCTURAL DRAWINGS WITH THE REQUIREMENTS SHOWN IN THE OTHER
COMPONENTS OF THE CONTRACT DOCUMENTS.
4. TYPICAL DETAILS AND OTHER SECTIONS/DETAILS APPLY TO CONDITIONS THAT ARE SIMILAR TO
THE CONDITIONS DESCRIBED IN THE SECTIONS/DETAILS, EVEN IF THEY ARE NOT SPECIFICALLY
REFERENCED ON THE PLANS.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEANS, METHODS SEQUENCES AND
PROCEDURES OF CONSTRUCTION, INCLUDING BUT NOT LIMITED TO TEMPORARY SHORING AND
BRACING,
6. DO NOT SCALE STRUCTURAL DRAWINGS. IF DIMENSIONS ARE OMITTED OR NOT CLEAR,
CONTACT THE ENGINEER.
7. CONSTRUCTION SHALL COMPLY FULLY WITH THE APPLICABLE PROVISIONS OF OSHA AND THE
LOCAL GOVERNING CODES, CURRENT EDITION, AND ALL REQUIREMENTS SPECIFIED IN THE
CODES SHALL BE ADHERED TO AS IF THEY WERE CALLED FOR OR SHOWN ON THE DRAWINGS.
THIS SHALL NOT BE CONSTRUED TO MEAN THAT REQUIREMENTS SET FORTH ON THE DRAWING
MAY BE MODIFIED BECAUSE THEY ARE MORE STRINGENT THAN THE CODE REQUIREMENTS OR
BECAUSE THEY ARE NOT SPECIFICALLY REQUIRED BY CODE.
8, THE ENGINEER'S SEAL APPLIES ONLY TO THE STRUCTURAL COMPONENTS ON THIS DOCUMENT.
ALL DIMENSIONS ARE TO BE VERIFIED WITH THE ARCHITECTURAL DRAWINGS. ANY DEVIATIONS
OR DISCREPANCIES ON THESE PLANS MUST BE BROUGHT TO THE IMMEDIATE ATTENTION OF
THE ENGINEER OF RECORD. BACK CHARGES WILL NOT BE ACCEPTED, REGARDLESS OF FAULT.
WITHOUT PRIOR NOTIFICATION BY BUILDER WITHIN 48-HOURS AND INVESTIGATION BY
FIELDSTONE.
9, THE TERMS'CONCRETE SCREW' AND'MASONRY SCREWSHALL BE USED INTERCHANGEABLY
WITHIN THESE DRAWINGS. CONCRETE/MASONRY SCREWS AS GENERICALLY SPECIFIED WITHIN
THESE DRAWINGS SHALL REFER TO ONE OF THE FOLLOWING ACCEPTED MANUFACTURER
PRODUCTS: SIMPSON STRONG TIE TITEN TURBO, GENUINE TAPCON, OR HILTI KWIK-CON II.
10. CONTENT LINKED WITHIN OR CODES THAT MAY BE SHOWN WITH THE DRAWING SET ARE FOR
INFORMATIONAL PURPOSES ONLY AND THE PROFESSIONAL SEAL ON THIS DRAWING DOES NOT
APPLY TO CONTENT CONTAINED WITHIN ANY OR CODES.
11.POST INSTALLED EPDXY ANCHORAGE GENERICALLY NOTED WITHIN THESE DRAWINGS SHALL BE
EITHER SIMPSON STRONG TIE SET-3G, OR HILTI HIT-HY-150
DESIGN CRITERIA:
1. BUILDING RISK CATEGORY =11
2. VERTICAL LOADING:
ROOF TOP CHORD LIVE LOAD _=20 PSF (REDUCIBLE)
ROOF TOP CHORD DEAD LOAD =7 PSF
ROOF TOP CHORD DEAD LOAD (TILE) =15 PSF
ROOF BOTTOM CHORD LIVE LOAD (w' STORAGE) -20 PSF
ROOF BOTTOM CHORD LIVE LOAD (w/o STORAGE) =10 PSF
ROOF BOTTOM CHORD DEAD LOAD--10 PSF
FLOOR LIVE LOAD -40 PSF
FLOOR LIVE LOAD (SLEEPING ROOMS) =30 PSF
FLOOR DEAD LOAD =15 PSF
DECK/BALCONY LIVE LOAD _-40 PSF
NOTE TO TRUSS & I -JOIST MANUFACTURERS - ROOF & FLOOR SYSTEM DELEGATED DESIGN
SHALL CONFORM TO THE FOLLOWING DESIGN STANDARDS:
LOCATION
TOTAL LOAD
LIVE LOAD
MAX TOTAL
DEFLECTION
ROOF TRUSSES
L1240
L1240
1"
FLOOR JOISTS/TRUSS
L/360
L/480
1l2"
NOTES:
1. MAXIMUM TOTAL LOAD DIFFERENTIAL DEFLECTION BETWEEN ADJACENT PARALLEL
MEMBERS SHALL BE 5i8"
2. ANY MEMBER SUPPORTING BRICK/MASONRY SHALL BE LIMITED TO A TOTAL LOAD
DEFLECTION OF L/600
3. FIELDSTONE AE CANNOT BE HELD RESPONSIBLE FOR ANY STRUCTURAL ISSUES RELATED
TO ANY BUILDING COMPONENT IF COMPONENT SHOP DRAWINGS ARE NOT SUBMITTED TO
PAC FOR REVIEW PRIOR TO FABRICATION. DELIVERY, OR INSTALLATION
3. LATERAL LOADING
WIND CRITERIA: TORNADO WIND SPEED =N:A
BASIC WIND SPEED__ =140 MPH
EXPOSURE CATEGORY =C
INTERNAL PRESSURE COEFFICIENT = +/- 0.18 (ENCLOSED)
SEISMIC CRITERIA
SITE CLASS =D
SEISMIC DESIGN CATEGORY _ =A
4. EARTH PRESSURE LOADING:
ALLOWABLE SOIL BEARING CAPACITY
TOTAL LOADS (INCLUDING WIND & SEISMIC) -2000 PSF
LATERAL EARTH EQUIVALENT FLUID PRESSURE
WALLS UNBRACED AT TOP _=40 PCF
WALL BRACED AT TOP =55 PCF
5. GUARDRAIL/HANDRAIL LOADING:
ALL GUARDRAIL./HANDRAILS SHALL MEET 200 LBS (MINIMUM) CONCENTRATED FORCE APPLIED
IN ANY DIRECTION. IN -FILL COMPONENTS OF GUARDRAIL SHALL MEET 50 PSF. THESE LOADS
ARE TO BE EVALUATED INDEPENDENTLY AND ARE NOT TO ACT CONCURRENTLY WITH ANY
OTHER LIVE LOAD. DEFLECTION OF GUARDRAIL SHALL MEET THE CRITERIA SET FORTH BY THE
INTERNATIONAL CODE COUNCIL EVALUATION SERVICES (ICC-ES) AC 273 - "ACCEPTANCE
CRITERIA FOR HANDRAILS AND GUARDS."
CONCRETE NOTES:
1. STRUCTURAL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE PER ACI 332 "RESIDENTIAL
CODE REQUIREMENTS FOR STRUCTURAL CONCRETE".
2. CONCRETE PRODUCTION AND PLACEMENT SHALL CONFORM TO THE REQUIREMENTS OF ACI 332
"RESIDENTIAL CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" EXCEPT AS MODIFIED BY
STRUCTURAL REQUIREMENTS NOTED ON THE DRAWINGS.
FOR P
3. CEMENT SHALL CONFORM TO ASTM C150 SPECIFICATION O ORTLAND CEMENT." CONCRETE
SHALL BE NORMAL WEIGHT UNLESSINDICATED OTHERWISE.
4. CONCRETE AGGREGATES SHALL CONFORM TO ASTM C33 "SPECIFICATION FOR CONCRETE
AGGREGATES."
T 0.
5 REINFORCING SHALL CONFORMO ASTM A-615 GRADE 6
6. REINFORCEMENT SHALL BE FABRICATED AND ERECTED ACCORDING TO THE ACI STANDARDS:
"DETAILS AND DETAILING OF CONCRETE REINFORCEMENT", ACI 315 - AND "MANUAL OF
ENGINEERING AND PLACING DRAWINGS FOR REINFORCED CONCRETE STRUCTURES", ACI 315R.
7. REINFORCING STEEL AND WELDED WIRE FABRIC SHALL BE PLACED WITH MINIMUM CONCRETE
COVER AND TOLERANCES AS FOLLOWS:
SLAB -ON -GRADE: WITHIN UPPER 2/3 OF SLAB AND 3/4" MINIMUM COVER AT INTERIOR
CONDITIONS; 1-1/2" MINIMUM COVER AT EXTERIOR CONDITIONS
CONCRETE (FOUNDATION)AGAINST EARTH: 3"
FORMED CONCRETE: 1-1/2" (#5 REBAR OR SMALLER) 2" (#6 REBAR OR LARGER)
TOLERANCE: +/- 3/8"
8. REINFORCING STEEL SHALL NOT BE CUT. BENT OR STRAIGHTENED IN THE FIELD UNLESS
APPROVED BY THE STRUCTURAL ENGINEER OR AS INDICATED ON THE DRAWINGS.
9. WELDING OF REINFORCING STEEL IS PROHIBITED UNLESS SPECIFICALLY DETAILED. WELDING
WHERE DETAILED SHALL CONFORM TO AWS D1.4 SPECIFICATION.
CONCRETE NOTES (CONTINUED):
10. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH AS FOLLOWS:
FOUNDATIONS & FOUNDATION WALLS: 2500 PSI
SLAB -ON -GRADE & CONCRETE BEAMS: 2500 PSI
11 CONTRACTOR SHALL TIE REINFORCING STEEL SECURELY IN PLACE PRIOR TO PLACING
CONCRETE AND PROVIDE SUFFICIENT SUPPORTS TO MAINTAIN THEIR POSITION WITHIN
SPECIFIED TOLERANCES DURING ALL CONSTRUCTION ACTIVITIES. INSERTING DOWELS INTO
WET CONCRETE IS NOT PERMITTED. ANCHOR RODS AND STEEL INSERTS SHALL BE SET BY
TEMPLATE TO WITHIN A 1/8" TOLERANCE IN ANY DIRECTION WITH MINIMUM EMBEDMENT AND
EXACT PROJECTION INDICATED ON THE DRAWINGS, PRIOR TO PLACING CONCRETE.
12. HOOKED BARS SHALL BE STANDARD 90 DEGREE HOOKS PER AGI UNLESS NOTED OTHERWISE ON
THE DRAWINGS. MINIMUM LAP SPLICE SHALL BE CLASS B PER ACI 318. LOCATION OF LAP
SPLICES SHALL BE AS INDICATED ON CONSTRUCTION DOCUMENTS.
13. DOWELS INTO FOUNDATION SHALL MATCH SIZE AND SPACING OF VERTICAL REINFORCEMENT AT
ALL COLUMNS, PIERS AND WALLS, UNLESS OTHERWISE NOTED.
14. CONTRACTOR SHALL OBTAIN APPROVAL PRIOR TO PLACING OPENINGS OR SLEEVES NOT SHOWN
ON THE DRAWINGS. THROUGH ANY STRUCTURAL MEMBER.
15. ONE OF THE FOLLOWING CONCRETE SLAB ON GRADE CRACK CONTROL METHODS SHALL BE
USED (CONTRACTOR PREFERENCE):
• CONTROL JOINTS: SHALL BE FORMED, SAWED, OR TOOLED TO A 1" MINIMUM DEPTH WITHIN
24 HOURS OF CONCRETE PLACEMENT. MAXIMUM JOINT SPACING FOR UNREINFORCED SLAB
IS AS FOLLOWS:
3-1/2' SLAB: 8 FEET O.C. EACH DIRECTION
4" SLAB: 10 FEET O.C. EACH DIRECTION
• WELDED WIRE FABRIC (W.W.F.) 6X6-W1 4XW1 4. WELDED WIRE FABRIC SHALL BE FURNISHED IN
FLAT SHEETS (ROLLS NOT PERMITTED) AND SHALL CONFORM TO ASTM A-1064 AND HAVE A
MINIMUM SIDE AND END LAP OF 8 INCHES.
• MICRO- OR MACRO- SYNTHETIC FIBER REINFORCEMENT
FIBER LENGTHS SHALL BE 1,12' TO 2-1/4' IN LENGTH. DOSAGE AMOUNT SHALL BE FROM 3/4 TO
3.0 POUNDS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC
FIBERS SHALL COMPLY WITH ASTM C1116. THE MANUFACTURER/SUPPLIER SHALL PROVIDE
CERTIFICATION OF COMPLIANCE WITH ASTM C1116 WHEN REQUESTED BY THE BUILDING
OFFICIAL.
16. CONTROL JOINTS SHALL BE FURNISHED WITH A FULL-LENGTH KEYWAY CENTERED ON MEMBERS.
WHERE THE SIZE OF KEY IS NOT SHOWN ON THE DRAWINGS, THE KEY SHALL BE 25 % OF THE
CROSS-SECTION DIMENSION OF THE MEMBER AND MINIMUM 1-112 INCHES INTO THE FIRST POUR
OF CONCRETE_
17. PROVIDE POCKETS OR RECESSES IN CONCRETE WORK FOR COLUMNS AND BEAMS AS REQUIRED
EVEN IF NOT SHOWN ON THE DRAWINGS. PROVIDE CONCRETE FILL AFTER BEAM ERECTION.
18. CURING OF CONCRETE SURFACES SHALL CONFORM TO ACI 308.1 "STANDARD SPECIFICATION
FOR CONCRETE CURING" AND ACI 308R "GUIDE TO CURING CONCRETE
FOUNDATION NOTES:
1. CONTRACTOR SHALL VERIFY ALL CONDITIONS, INCLUDING UNDERGROUND UTILITIES AND FIELD
MEASUREMENTS AT JOB SITE AND REPORT ANY DISCREPANCIES TO OWNER'S REPRESENTATIVE.
2. TOP OF SPREAD FOOTING ELEVATIONS NOTED ON PLAN ARE MINIMUM ELEVATIONS. IN ALL CASES
FOOTINGS ARE TO BEAR ON UNDISTURBED NATURAL SOILS OR ENGINEERED FILL HAVING A
MINIMUM NET ALLOWABLE BEARING CAPACITY OF 2000 PSF.
3. SIDES OF FOUNDATIONS SHALL BE FORMED UNLESS CONDITIONS PERMIT EARTH FORMING.
FOUNDATIONS POURED AGAINST THE EARTH REQUIRED THE FOLLOWING PRECAUTIONS: SLOPE
SIDES OF EXCAVATIONS AS APPROVED BY GEOTECHNICAL ENGINEER AND CLEAN UP SLOUGHING
BEFORE AND DURING CONCRETE PLACEMENT. PROVIDE POLYETHYLENE VAPOR RETARDER
COMPLYING WITH GOVERNING BUILDING CODE LISTED ON THIS SHEET AGAINST SOILS WHERE
CONCRETE IS TO BE PLACED: LAP ALL EDGES 6 INCH (MINIMUM) AND SEAL WITH ADHESIVE.
4. WHERE FOOTING STEPS ARE NECESSARY, THEY SHALL BE NO STEEPER THAN ONE VERTICAL TO
TWO HORIZONTAL U.N.O.
S. FOOTINGS SHALL BE CENTERED UNDER COLUMNS AND WALLS UNLESS SPECIFICALLY DETAILED
OTHERWISE ON THE DRAWINGS.
6. NO FOOTINGS OR SLABS SHALL BE PLACED ON OR AGAINST SUB -GRADE CONTAINING FREE
WATER, FROST OR ICE. SHOULD WATER OR FROST, HOWEVER SLIGHT, ENTER A FOOTING
EXCAVATION AFTER SUB -GRADE APPROVAL, THE SUB -GRADE SHALL BE REINSPECTED BY THE
GEOTECHNICAL ENGINEER/ TESTING LABORATORY AFTER REMOVAL OF WATER OR FROST.
7. CONTRACTOR SHALL FURNISH ALL REQUIRED DE -WATERING EQUIPMENT TO MAINTAIN A DRY
EXCAVATION UNTIL BACKFILL IS COMPLETE.
8. A GEOTECHNICAL ENGINEER REGISTERED IN THE STATE OF WORK PERFORMED SHALL INSPECT
THE CONDITION AND ASSURE THE ADEQUACY OF ALL SITE PREPARATION, SUBGRADES, FILLS,
BACKFILLS BEFORE PLACEMENT OF FOUNDATIONS, FOOTINGS, SLABS AND WALLS. HE SHALL
SUBMIT REPORT TO THE ARCHITECT/ENGINEER DESCRIBING HIS INVESTIGATIONS OF ANY
NON -CONFORMING WORK.
BACKFILLING:
1. DO NOT PLACE BACKFILL AGAINST FOUNDATION WALLS - DESIGNED AS SUPPORTED AT TOP AND
BOTTOM - UNTIL BASEMENT LEVEL AND FIRST FLOOR SYSTEM ARE IN PLACE. SHORE AND/OR
BRACE WALLS AS REQUIRED IF BACKFILLING OPERATIONS ARE TO BE CARRIED OUT PRIOR TO
PLACEMENT OF FLOOR SYSTEM.
2. WHERE BACKFILL IS TO BE PLACED ON BOTH SIDES OF FOUNDATION WALLS, PROVIDE A
BALANCED BACKFILL AGAINST FOUNDATION WALLS TO ELIMINATE LATERAL LOAD EFFECTS, OR
PROVIDE NECESSARY TEMPORARY LATERAL SUPPORT TO THE TOP OF THE WALL UNTIL
PERMANENT SUPPORT IS INSTALLED.
3. BACKFILL MATERIAL SHALL CONSIST OF CLEAN, WELL GRADE GRANULAR SOILS, FREE OF
ORGANIC MATERIAL AND BE COMPACTED TO 95 % OF MAXIMUM DENSITY, AS DETERMINED BY
THE MODIFIED PROCTOR METHOD (ASTM D1557), IN LIFTS NOT EXCEEDING 8INCHES.
MASONRY NOTES:
1 _ CONCRETE MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530, "BUILDING CODE
REQUIREMENTS FOR MASONRY STRUCTURES" AND SHALL BE CONSTRUCTED IN ACCORDANCE
WITH ACI 530.1, 'SPECIFICATIONS FOR MASONRY STRUCTURES."
2. CONCRETE MASONRY SHALL CONFORM TO ASTM C90 AND HAVE A MINIMUM COMPRESSIVE
STRENGTH Pm = 1,500 PSI U.O.N. MASONRY SHALL HAVE A TEXTURE SUITABLE FOR STUCCO
APPLICATIONS WHERE ARCHITECTURAL DRAWINGS INDICATE STUCCO APPLICATION.
3. CONCRETE MASONRY UNITS SHALL BE LAID IN RUNNING BOND.
4. MORTAR FOR ALL MASONRY SHALL CONFORM TO ASTM C270 WITH MINIMUM COMPRESSIVE
STRENGTH OF 2,000 PSI. MORTAR BELOW GRADE SHALL BE TYPE M. ELSEWHERE MORTAR MAY
BE EITHER TYPE M OR S UNLESS SPECIFICALLY INDICATED OTHERWISE. USE EITHER PORTLAND
CEMENT/LIME OR MASONRY CEMENT FOR MORTAR.
S. GROUT SHALL CONFORM TO ASTM C476 WITH MINIMUM 28-DAY COMPRESSIVE STRENGTH OF
2,500 PSI.
6. STEEL BAR REINFORCEMENT SHALL CONFORM TO ASTM A615, GRADE 60.
7_ VERTICAL CELLS CONTAINING REINFORCING AND GROUT SHALL FORM A CONTINUOUS CAVITY,
FREE OF MORTAR DROPPINGS.
8. VERTICAL CMU WALL REINFORCING SHALL BE AS NOTED ON THE DRAWINGS. DOWELS TO
CONCRETE FOUNDATION TO MATCH SIZE AND SPACING OF VERTICAL REINFORCING UNLESS
NOTED OTHERWISE. REINFORCE CMU CORE AT CORNERS, EACH SIDE OF CONTROL JOINTS AND
EACH SIDE OF WALL OPENINGS WITH (U-#5 CONTINUOUS VERTICAL REINFORCING BARS..
9. HORIZONTAL BOND BEAM AND VERTICAL REINFORCING SHALL BE CONTINUOUS U.O.N. LAP
SPLICE REINFORCING PER THE SCHEDULE OR USE MECHANICAL SPLICES ADEQUATE FOR 125%
OF SPECIFIED YIELD STRENGTH OF THE BAR. LAP VERTICAL REINFORCEMENT WITH MINIMUM
DOWELS OF SAME SIZE AND SPACING THAT HAVE BEEN PREVIOUSLY INSTALLED IN THE
FOUNDATIONS. DOWEL EMBEDMENT IN CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF
THE CONCRETE NOTES.
BAR SIZE
LAP SPLICE LENGTH
BEND DIAMETER
ACI HOOK
#4
20'
3"
1 10"
#5
25'
3-3/4"
10"
116
34'
4-1/2"
11"
MASONRY NOTES (CONTINUED):
10. REINFORCING BARS SHALL BE HELD IN POSITION BY WIRE TIES OR OTHER APPROVED MEANS TO
ENSURE DESIGN LOCATION AND LAP. PLACE BARS AND LAP PRIOR TO GROUTING.
11. GROUTING OF MASONRY WALLS SHALL CONFORM TO RECOMMENDED PROCEDURE FOR "LOW
LIFT GROUTING" OR "HIGH LIFT GROUTINGAS OUTLINED IN THE NCMA-TEK 3-2A -GROUTING
FOR CONCRETE MASONRY WALLS AND ACI 530/ASCE 5 SPECIFICATION FOR MASONRY
STRUCTURES. GROUT LIFTS SHALL NOT EXCEED 5 FEET WITHOUT MECHANICALLY
CONSOLIDATED (VIBRATED) GROUT POURS.
12. LIFTS OF GROUT SHALL BE KEYED 41NCHES INTO THE PREVIOUS COURSE OF MASONRY BELOW.
13. MASONRY BELOW GRADE SHALL BE GROUTED SOLID.
14. CONTRACTOR SHALL BRACE MASONRY WALLS TO RESIST WIND LOADS UNTIL FLOORS AND
ROOFS ARE IN PLACE, AND THE MASONRY HAS REACHED 75% OF THE REQUIRED STRENGTH FM.
BRACING SHALL BE PROVIDED IN ACCORDANCE WITH OSHA - CONSTRUCTION SAFETY
STANDARDS FOR MASONRY WALL BRACING AND NCMA TEK 3-46 - "BRACING CONCRETE
MASONRY WALLS DURING CONSTRUCTION."
WOOD FRAMING NOTES:
1. STRUCTURAL SAWN LUMBER, STRUCTURAL COMPOSITE LUMBER, AND CONNECTIONS HAVE
BEEN DESIGNED IN ACCORDANCE WITH THE 'NATIONAL DESIGN SPECIFICATION FOR WOOD
CONSTRUCTION." INDS)
2. PLYWOOD HAS BEEN DESIGNED IN ACCORDANCE WITH "PANEL DESIGN SPECIFICATION." AND
SHALL CONFORM TO "VOLUNTARY PRODUCT STANDARD PSI CONSTRUCTION AND INDUSTRIAL
PLYWOOD."
3. ORIENTED STRAND BOARD (OSB) SHALL CONFORM TO "VOLUNTARY PRODUCT STANDARD PS2
PERFORMANCE STANDARD FOR WOOD -BASED STRUCTURAL -USE PANELS'.
4. ALL BEAMS AND HEADERS SHALL BE (2)-PLY U.N.O.
5, WOOD SILL PLATES AND WOOD WALLS SUPPORTED ON CONTINUOUS CONCRETE OR MASONRY
SHALL BE ANCHORED WITH 1/2' DIAMETER CAST -IN -PLACE ANCHOR BOLTS WITH 7" EMBEDMENT,
4' (MINIMUM) AND 12" (MAXIMUM) FROM END OF SILL PLATE(S), LOCATED WITHIN THE MIDDLE
THIRD OF THE SILL PLATE. WITH NUT AND 3`x3'x0.229" WASHERS AT THE ANCHOR SPACING
BELOW
MAXIMUM ANCHOR BOLT SPACING = 2'-0" O.C.
REFER TO "PRE -APPROVED FIELD REPAIR NOTES" SECTION FOR ALTERNATE ANCHORAGE
APPROVALS. FOR OTHER ANCHORS NOT LISTED, SUBMIT TO ENGINEER OR RECORD FOR
REVIEW.
6. ALL LUMBER IN CONTACT WITH EARTH, CONCRETE, OR MASONRY - AND WOOD BEAMS
POCKETING INTO CONCRETE OR MASONRY WALLS HAVING CLEARANCES LESS THAN 112' ON
TOP, SIDES, AND END(S) SHALL BE PRESSURE TREATED OR SEPARATED WITH AN IMPERVIOUS
MOISTURE BARRIER.
7. STRUCTURAL SAWN LUMBER SHALL BE SPRUCE -PINE -FIR NO.1 /NO.2 OR BETTER U.N.O. WITH
BASE DESIGN VALUES:
Fa= 875 PSI F� = 425 PSI FT = 450 PSI F,= 1150 PSI Fv= 135 PSI E= 1400 KSI
WITH THE MOISTURE CONTENT OF THE WOOD IN SERVICE WILL NOT EXCEED 19%.
8. BEARING AND EXTERIOR WALL STUDS SHALL BE CAPPED WITH DOUBLE (2X) TOP PLATES
INSTALLED TO PROVIDE OVERLAPPING AT CORNERS AND AT INTERSECTIONS. END JOINTS IN
DOUBLE (2X) TOP PLATES SHALL BE OFFSET AT LEAST 24 INCHES AND SHALL BE NAILED WITH
NOT LESS THAN (8)-0.162"x2-1/2" FACE NAILS ON EACH SIDE THE JOINT_ DOUBLE (2X) TOP PLATES
OF EXTERIOR WALLS AND INTERIOR LOAD BEARING WALLS SHOWN ON DRAWINGS SHALL BE
SOUTHERN YELLOW PINE NO OR BETTER WITH BASE DESIGN VALUES:
Fg- 1100 PSI F� = 565 PSI F, 675 PSI F,= 1450 PSI F,= 175 PSI E= 1400 KSI
WITH THE MOISTURE CONTENT OF THE WOOD IN SERVICE WILL NOT EXCEED 19%.
9. STRUCTURAL COMPOSITE LUMBER SHALL CONFORM TO ASTM D 5456 WITH THE FOLLOWING
ALLOWABLE DESIGN STRESSES
MICROLLAM LVL PARALLAM PSL TIMBERSTRAND LSL
E = 2000 KSI E = 1800 KSI E = 1300 KSI
Fa = 2600 PSI Fe = 2400 PSI F, = 1700 PSI
(*) -'BOOZER BEAM 2.1 E' ARE AN ACCEPTED ALTERNATE TO PSL COLUMNS SPECIFIED
ON PLANS PROVIDED THE'BOOZER BEAM 2.1 F IS OF EQUAL OR GREATER SECTION
DIMENSION TO THE PSL COLUMN AND OF EQUAL OR LESSER HEIGHT
10.FLOOR SHEATHING SHALL BE 23/32 INCH, APA RATED SHEATHING, 48/24 MIN., EXPOSURE 1.
INSTALL WITH THE LONG DIMENSION OR STRENGTH AXIS OF THE PANEL ACROSS SUPPORTS
AND WITH PANEL CONTINUOUS OVER TWO OR MORE SPANS. PANEL EDGES SHALL BE
TONGUE -AND -GROOVE. FLOOR SHEATHING SHALL BE GLUED AND NAILED TO SUPPORTING
MEMBERS. ADHESIVE SHALL MEET APA SPECIFICATION AFG.01, APPLIED IN ACCORDANCE WITH
THE MANUFACTURER'S RECOMMENDATIONS. PROVIDE 0.131 "x2-1/2" COMMON NAILS AT6 INCH
O.0 ALONG SUPPORTED PANEL EDGES AND 12 INCH O.G AT INTERMEDIATE SUPPORTS.
11. FOR INTERIOR WALL HEADERS PROVIDE (1)-2X JACK STUD AND (1)-2X KING STUD U.N.O. ON
DRAWINGS.
12.FOR EXTERIOR WALL HEADERS PROVIDE (1)-2x JACK STUD AND (1)-2x KING STUD, MINIMUM,
REFER TO CHART BELOW U.N.O ON DRAWINGS:
WINDSPEED OF
<= 140 EXP. C
WALL HEIGHT
SET
9FT
10FT
STUD
SIZE
HEADER SPAN
(FF)
4
1J/1K
1J/1K
1JI1K
6
1J/1K
1J/1K
1J/2K
8
1J/1K
1J/2K
1J/3K
10
1J/2K
1J/2K
1J/4K
2x4
12
1J/2K
1J/3K
1J/4K
14
1J/2K
1J14K
ENG
16
1J13K
1J/4K
END
18
1J/3K
ENG
ENG
WINDSPEED OF
= 140 EXP. C
WALL HEIGHT
8FT
9FT
10FT
STUD
SIZE
HEADER SPAN
(FT)
4
1Ji1K
1J/1K
1J/1K
6
1J/1K
1J/1K
1J/1K
8
1J/1K
1J/1K
1J/1K
10
1J/1K
1J/1K
1J/1K
2x6
12
1J/1K
1J/1K
1J/1K
14
1J/1K
1J/1K
1J/1K
16
1J/1K
1J/1K
1J/1K
18
1J/iK
1J/1K
1J/1K
13. WALLS SHOWN ON THE FRAMING PLANS ARE LOAD BEARING WALLS; WALLS NOT SHOWN ON
STRUCTURAL FRAMING PLANS ARE INTERIOR NON -LOADING BEARING PARTITION WALLS.
14. LOAD BEARING WALLS SHALL BE CONSTRUCTED WITH 2X STUDS AT 16" O.C. MAXIMUM U.N.O.
NON -LOAD BEARING PARTITION WALLS SHALL BE CONSTRUCTED WITH 2X OR METAL STUDS (18
GA. MIN.) @ 24" O.C. MAXIMUM.
15. STUD COLUMNS UNDER LOAD BEARING POINTS OF GIRDERS/BEAMS SHALL MATCH THE
GIRDER/BEAM PLY COUNT WITHIN 1/2` TOLERANCE (2-PLY STUD COLUMN MINIMUM). SOLID
BLOCK ALL GIRDER/BEAMS THIRD FLOOR SYSTEMS AND TO THE FOUNDATION.
16. WHEN NOT SHOWN ON DRAWINGS OR DETAILS. THE NAILING SCHEDULE FOR WOOD FRAMING
ELEMENTS SHALL COMPLY WITH THE IRO TABLE R602.3(1).
17. FLOOR SYSTEMS ARE DESIGNED BY THE TRUSS AND/OR WOOD I- JOIST MANUFACTURER'S
DELEGATED ENGINEER AND BE IN CONFORMANCE WITH THE LOADS & DEFLECTIONS IDENTIFIED
IN THE DESIGN CRITERIA NOTES SECTION. INSTALL PER MANUFACTURER'S RECOMMENDATIONS,
NOTES, AND DETAILS. FLOOR FRAMING CONCEPT LAYOUTS SHOWN WITHIN THE DRAWINGS ARE
FOR ILLUSTRATIVE PURPOSES ONLY TO DEPICT FLOOR SYSTEM -TO -WALL CONNECTIONS.
CHANGES TO THE CONCEPTUAL FLOOR LAYOUT SHOWN IS NOT PERMITTED WITHOUT A LETTER
AND REVIEW FROM THE ENGINEER OF RECORD. PREFABRICATED WOOD I -JOIST SHALL
CONFORM TO ASTM D 5055.
JURISDICTION SPECIFIC NOTES:
1. FOR PARTIALLY ENCLOSED AREAS, INCLUDING BUT NOT LIMITED TO LANAIS, PORCHES, AND
BALCONIES A 1/2" (MINIMUM) EXTERIOR GRADE SOFFIT BOARD WITH A CEMENTITIOUS
KNOCKDOWN FINISH IS ACCEPTABLE PROVIDED THAT IT IS PAINTED MEETING THE
REQUIREMENTS OF ASTM C932 TO GIVE THE CEILING WATER RESISTANCE. THE SOFFIT BOARD
PRODUCT SHALL BE ATTACHED PER MANUFACTURER SPECIFICATIONS TO BE IN COMPLIANCE
WITH R703.1.
2_ THE SOFFIT DESIGN PRESSURE IS AS NOTED IN THESE DOCUMENTS. WITH KAYCAN VINYL SOFFIT
INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIRMENTS AND ICC-ES EVALUATION
REPORT ESR-1495 THE SOFFIT WILL COMPLY WITH R703.1.
PRE-ENGINEERED ROOF TRUSS NOTES:
1. ROOF TRUSS SHOWN ON STRUCTURAL DRAWINGS IN CONCEPTUAL ONLY TO ILLUSTRATE
TRUSS -TO WALL CONNECTIONS AND DOES NOT SERVE AS A ROOF TRUSS DESIGN. ROOF
TRUSSES SHALL BE DESIGNED AND MANUFACTURED IN CONFORMANCE FOR THE INDICATED
LOADS WITH ANSI/TPI 1 'NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD
TRUSS CONSTRUCTION." FINAL PRE-ENGINEERED ROOF TRUSS FRAMING LAYOUT AND DESIGNS
TO BE BY ROOF MANUFACTURER'S DELEGATED ENGINEER.
2. ROOF TRUSSES SHALL BE DESIGNED FOR THE SUPERIMPOSED LOADS IDENTIFIED IN THE
DESIGN CRITERIA NOTES SECTION.
3. THIS PLAN IS DEVELOPED FROM THE REVIEW OF MASTER TRUSS FILES. ANY LOT THAT DEVIATES
FROM THE MASTER TRUSS FILE ON REOORD,OR FOR PLANS FIELDSTONE AE IS NOT
CONTRACTED TO PERFORM TRUSS REVIEW ON, THE CONTRACTOR IS RESPONSIBLE TO ASSURE
THE DIRECT COMPLIANCE OF TRUSS MANUFACTURER LAYOUT TO THESE DRAWINGS & VERIFY
ALL TRUSS CONNECTORS ARE SUFFICIENT TO WITHSTAND THE UPLIFT/LATERAL LOADS IMPOSED
4. TRUSS MANUFACTURER SHALL PROVIDE HANGERS AND CONNECTIONS ADEQUATE FOR LOADS
AT ALL TRUSS -TO -TRUSS, TRUSS -TO -BEAM, AND BEAM -TO -TRUSS CONNECTIONS.
5. REFER TO ARCHITECTURAL DRAWINGS FOR TRUSS SHAPE, OVERHANG, DIMENSIONS, SLOPES,
SPANS, DRAINAGE, BEARING WALL HEIGHTS, ETC.
6. THE POSITIONS, WEIGHTS, AND METHODS OF ATTACHMENTS OF ALL MECHANICAL UNITS,
ELECTRICAL FIXTURES, PLUMBING, FIRE SPRINKLERS, ETC SHALL BE INCLUDED IN THE DESIGN
OF THE TRUSSES BY THE TRUSS MANUFACTURER. SEE ARCHITECTURAL DRAWINGS FOR ATTIC
ACCESS SIZE AND LOCATIONS.
7. SUPERIMPOSED LOADS FROM SECONDARY FRAMING (I.E. SOFFITS. PARAPETS, VALLEY FRAMING,
UPPER TRUSSES, ETC) SHALL BE INCLUDED IN THE DESIGN OF SUPPORTING TRUSSES.
8. CONTRACTOR TO PROVIDE TRUSS BRACING PER BCSI-B3 IN ADDITION TO PERMANENT BRACING
SHOWN ON THE TRUSS DESIGN PROVIDED BY THE DELEGATED TRUSS ENGINEER.
PRE -APPROVED FIELD REPAIR NOTES:
1. MISPLACED DOWEL REPAIR: THIS NOTE DESCRIBES ALTERNATES TO MITIGATE THE CASTING OF
REBAR VERTICAL REINFORCEMENT AT AN INCORRECT LOCATION.
IF THE WALL HAS NOT BEEN BUILT: DRILL AND EPDXY #5 REBAR (36" LG.) INTO THE THICKENED
EDGE OF SLAB AT THE CORRECT LOCATION. AS WALL IN CONSTRUCTED, LAP REBAR IN
ACCORDANCE WITH MASONRY NOTES LAP SCHEDULE, PLACING A HOOKED BAR WITH 12' LAP AT
THE TOP OF WALL WITH THE CONTINUOUS REBAR IN THE TIE BEAM/BOND BEAM. COMPLETE
GROUTING OF WALL.
IF THE WALL HAS ALREADY BEEN BUILT: PRIOR TO GROUT PLACEMENT, OPEN THE WALL AT THE
CORRECT LOCATION APPROXIMATELY 16' (H) x 4" (W) AT FLOOR LEVEL. DRILL AND EPDXY #5
REBAR (32' LG.) INTO THE THICKENED EDGE OF SLAB. LAP VERTICAL REINFORCEMENT IN
ACCORDANCE WITH MASONRY NOTES LAP SCHEDULE, PLACING A HOOKED BAR WITH 12" LAP AT
THE TOP OF WALL WITH THE CONTINUOUS REBAR IN THE TIE BEAM/BOND BEAM. COMPLETE
GROUTING OF WALL.
2. MISSINGWISPLACED ANCHOR BOLT: ALTERNATE SILL PLATE ANCHORAGE SOLUTIONS
INTO CONCRETE:
A 1/2"x6" TITEN HD WITH 1-3/4- MINIMUM EDGE DISTANCE AND 6" MINIMUM END DISTANCE IS A
DIRECT 1 1 REPLACEMENT FOR A 1/2" DIAMETER ANCHOR BOLT WITH 7" EMBEDMENT INTO
CONCRETE.
A 1/2" THREADED ROD SET-3G EPDXY 7" EMBEDMENT WITH 1-3/4 MINIMUM EDGE DISTANCE AND
7-1/2" MINIMUM END DISTANCE IS A DIRECT 1:1 REPLACEMENT FOR A 1/2" DIAMETER ANCHOR
BOLT WITH 7" EMBEDMENT INTO CONCRETE.
INTO GROUT FILLED MASONRY (GFCMU):
A 1/2"x6" TITEN HD WITH 1-3/4" MINIMUM EDGE DISTANCE AND 8' MINIMUM END DISTANCE AT 4'-8"
O.C. REPLACES A 1/2" DIAMETER ANCHOR BOLT WITH 7" EMBEDMENT AT 6-0" O.C.; LIKEWISE A
1/2"x6" TITEN HD WITH 1-3/4" MINIMUM EDGE DISTANCE AND 8" MINIMUM END DISTANCE AT 2'-8"
O.C. REPLACES A 1/2" DIAMETER ANCHOR BOLT WITH 7" EMBEDMENT AT 4'-0' O.C..
3. SIMPSON MASA SILL ANCHORS MAYBE USED AS AN ALTERNATE TO THE ANCHOR BOLTS AND
SPACING NOTED HERE -IN ACCORDING TO THE FOLLOWING TABLE:
BASIC WIND
SPEED (MPH)
MAXIMUM
SPACING
<140
6-0"
140
V-6"
150
V-3"
NOTES:
1. MASA SPACING BASED ON NO MORE THAN ONE IN THREE INSTALLED WITH ONE LEG
INSTALLED VERTICALLY ATTACHED TO STUD
4. MISSING/MISPLACED TRUSS STRAP ANCHOR: REFER TO 'MISSED TRUSS STRAP REPAIR" DETAIL
WITHIN DRAWINGS.
FOR MISLOCATED TRUSS ANCHORS WHICH ARE GREATER THAN 1/8' BUT LESS THAN 1-1/2" FROM
THE FACE OF THE TRUSS, A SHIM SHALL BE PROVIDED AND NAIL LENGTH INCREASED TO
PENETRATE THROUGH BOTH PLYS OF MATERIAL (LE. 3" LG. NAILS). WHEN GAP IS GREATER THAN
1-1/2', INSTALL NEW ANCHORS.
5. MASONRY WALL OVERHANGING SLAB
BLOCK OVERHANG REPAIR
< 5/8' NO REPAIR REQ'D
5/8` < OVERHANG < 1-1/2" GROUT SOLID BOTTOM 3 COURSES OF AFFECTED WALL LENGTH
> 1-112' CONTACT ENGINEER OF RECORD FOR REPAIR
6. NOTCHED TOP PLATES & STUDS REQUIRING REPAIR
AT STUDS: STRUCTURAL REPAIR IS REQUIRED AT STUDS WHEN A STUD IS NOTCHED TO A DEPTH
GREATER THAN 25%OF THE WIDTH IN BEARING WALLS, OR 40% IN NON -LOAD BEARING WALLS;
OR WHEN A HOLE IS DRILLED/BORED TO A DIAMETER EXCEEDING 40% OF THE STUD WIDTH IN
BEARING WALLS, OR 60% OF THE STUD WIDTH IN NON -BEARING WALLS. IF THE MAXIMUM
HOLE/NOTCH SPECIFICATIONS ARE EXCEEDED THEN A STUD SHOE MUST BE INSTALLED. STUD
SHOE REPAIRS ARE AS FOLLOWS: FOR 2X STUD USE HSS2-SDS1.5 WITH (12)T/4"X1-1/2" SDS
SCREWS. FOR MULTI -PLY 2X STUDS USE HSS2-"#"-SDS3 WITH IT 2)-1/4"X3" SDS SCREWS, WHERE
`#" CORRESPONDS TO THE NUMBER OF STUDS IN THE MULTI -PLY.
AT TOP PLATES: A HOLE, CUT, OR NOTCH THAT IS GREATER THAN 50%OF THE PLATE WIDTH IS
REMOVED FOR PIPING (EXCEPT WHEN THE SIDE OF THE WALL WITH THE NOTCH OR CUT IS
COVERED BY WOOD STRUCTURAL PANEL SHEATHING), OR THE PLATES ARE CUT THROUGH. THE
REQUIRED REPAIR IS A GALVANIZED 16-GAUGE METAL TIE THAT IS AT LEAST 1-1 /2` WIDE AND
MUST BE FASTENED WITH (8)-16D NAILS ON EACH SIDE OF THE OPENING.
02O \`\xXA11111111,'///
0 Fieldstone 30,N! ry
CO .A.# ARCHITECURE: \
AA26002802�
C.O.E.# ENGINEERING: � � No. _
29349
O IBRAHEM ELAYEB, PE
P.E.# 91476
■ BENJAMIN NIESE, PE : O STATE OF lV�
P.E.# 86025 ;� ' !C4ORID� •?�
10/25/2024 /sS'ONA`
DATE ,�1111111110
Michigan
3400 Auburn Rd
Suite 200
Auburn Hills, MI 48326
+ 1 248.622.4035
Florida
12906 Tampa Oaks Blvd.
Suite 150
Tampa, FL 33637
+1 813.466.3310
www.fieldstoneae.com
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C.O.A.# ARCHITECURE:
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C.O.E.# ENGINEERING: No.
29349
O IBRAHEM ELAYEB, PE .�
P.E.# 91476 lV�
■ BENJAMIN NIESE, PE %�O STATE OF ��
P.E.# 86025 i�� !�LORIDp'. ���
10/25/2024 01YA`
DATE IIIII
Michigan
3400 Auburn Rd
Suite 200
Auburn Hills, MI 48326
+ 1 248.622.4035
Florida
12906 Tampa Oaks Blvd -
Suite 150
Tampa, FL 33637
+ 1 813.466,3310
www. fief dstonea e- com
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1. 3 1/2' CONCRETE SLAB ON GRADE OVER VAPOR BARRIER
2. REFERENCE FINISHED FLOOR ELEVATION = 0'-0" 29349
3. REFER TO DWG So.1FOR GENERAL STRUCTURAL NOTES O IBRAHEM ELAYEB, PE
P.E.# 91476 1,
■ BENJAMIN NIESE, PE 0 STATE OF 14
P.E.# 86025 �i�� �40RID�'.
10/25/2024 /s/10NA1.
DATE
Michigan
3400 Auburn Rd
Suite 200
Auburn Hills, MI 48326
+1 248,622.4035
Florida
12906 Tampa Oaks Blvd.
Suite 150
Tampa, FL 33637
+1 813.466.3310
www.fieldstoneae.com
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ODO Fieldstone
C.O.A.# ARCHITECURE:
AA26002802
C.O.E.# ENGINEERING: No. 8
29349
❑ IBRAHEM ELAYEB, PE .0 - 4,`
P.E.# 91476
■ BENJAMIN NIESE, PE i�O STATE OF ��
P.E.# 86025 �i�� !C4ORID�'
10/25/2024//SS�ONA`
DATE
Michigan
3400 Auburn Rd
Suite 200
Auburn Hills, MI 48326
+1 248.622.4035
Florida
12906 Tampa Oaks Blvd
Suite 150
Tampa, FL 33637
+1 813.466.3310
www.fieldstoneae.com
I
L _
DRAWN BY: I FAE
VERSION: 5.0
SHEET NAME
WALL/HEADER
PLAN
SHEET #
S2.1 1
I
(2)HETA16 W/ (12)16D.
@ SINGLE PLY: SCAB
PER R14/S4.1.
MGT W/ (22)0.148"X1-1/2" & 5/8"
ATR DRILLED & EPDXIED TO
CMU WALL W/ MIN. 12" EMBED
ROOF FRAMING PLAN ELEV. "I"
SCALE: 1/4-1'-0'
VOTES.
1. REFER TO DWG S0.1 FOR GENERAL STRUCTURAL NOTES
2. REFER TO DETAILS ON DWG S4.1 FOR ROOF SHEATHING REQUIREMENTS
6 W/ (12) 16D.
PLY: SCAB
i4A.1
IRO Fieldstone I I'
C.O.A.# ARCHITECURE: F
AA26002802
C.O.E.# ENGINEERING: No.
29349
O IBRAHEM ELAYEB, PE
P.E.# 91476
■ BENJAMIN NIESE, PE i�0 STATE OF
P.E.# 86025
10024 //Sjs�O�iA�.
DATE \'?
Michigan
3400 Auburn Rd
Suite 200
Auburn Hills, MI 48326
+1 248.622.4035
Florida
12906 Tampa Oaks Blvd.
Suite 150
Tampa, FL 33637
+1 813.466.3310
www.fieldstoneae.com
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SHEET NAME
ROOF
FRAMING PLAN
SHEET #
S3.1 I
- STRUCTURAL SHEATHING. SEE PLAN AND �(
DETAILS FOR ATTACHMENT
/ PPE -ENGINEERED
11i2" WOOD TRUSSES
— AT 24" O.C. MAX.
-OR-
2x RIBBON BOARD
2x BLOCKING AT ATTACHED TO TRUSS
SHEATHING EDGES w/ (3) If
8d NAILS INTO TRUSS w/ (3) 10d NAILS, 24"
CONTINUOUS G.C. CENTER MAX.
STRUCTURAL SHEATHING SPACING
NAIL PER TYPICAL CONTINUOUS STRUCTURAL
SHEATHING DETAIL SHEATHING NAIL PER
TYPICAL SHEATHING DETAIL
TYPICALTRUSS J
ANCHOR PER PLAN TYPICALTRUSS
i DETAIL AT TRUSS HEEL 1 9 4" ANCHOR PER. PLAN
NOTE:
REFER TO ARCHITECTURAL DRAWINGS AND/OR TRUSS MANUFACTURER DRAWINGS FOR
SPECIFIC TRUSS PROFILE INFORMATION. (i.e. HEEL HEIGHTS, SLOPE, OVERHANGS)
STRUCTURAL SHEATHING, SEE
PLAN AND DETAILS FOR
ATTACHMENT
PRE-ENGINEERED WOOD 1
TRUSSES AT 24" O.G. MAX.
TRUSS ANCHOR
PER PLAN
FASCIA. (SEE ARCH OWES) BONDBEAM
PER PLAN
DETAIL AT TYPICAL
w/ HEEL < 91/4"
E
ROOF TRUSS ON MASONRY 11/01/2023
NOT TO SCALE RWM-010
STRUCTURAL SHEATHING,
2X4 BLOCKING AT 2' 0"
(SEE PLAN FOR
O.C. wl (2) 12d TOENAILS
EA. END TO TRUSS 5
ATTACHMENT)
PRE-ENGINEERED
TRUSSES AT 24" O.G.
BOND BEAM PER
PLAN AND SCHEDULE
SHEATHING PER PLAN
8" CMU WALL, SEE
. PLAN FOR VERTREINF
META16 AT BLOCKING
Rol WALL BRACING @ NOOK EXT. WALL (NWHEM) 11/01/2023
RW11 M-070
STRUCTURAL
SHEATHING PER PLAN
PRE-ENGINEERED
TRUSSES AT 24' O.C.
TRUSS STRAP PER PLAN
I l'1
11
EXTERIOR IERIOR
8" CMU WALL, - NTSHEATHING PER PLAN
SEE PLAN FOR
In VERT. REINF.
BRACING @ PERPENDICULAR BRG. WALL (NON•SHEM) „/Oia023
RWM-080
NOTE. STRUCTURAL SHEATHING TRUSS ATTACHMENT, VALLEY SET
REFER TO ARCHITECTURAL DRAWINGS l ALL TRUSS ENDS ARE TO BE SECURED TO THE EXT. WALL TRUSSES @ 24" O.C. VALLEY SET
AND,/Oft TRUSS MANUFACTURER SEE PLAN AND DETAILS BELOW USING ONE OFTHE BELOW METHODS. ONE FULL
DRAWINGS FOR SPECIFIC TRUSS FOR ATTACHMENT I OPTION MUST BE USED FOR CONTINUOUS LOAD PATH' 22 1/2' MIN. 9" LONG 20 TRUSSES @
PROFILE INFORMATION. (i., HEEL / a. INSTALL TYPICALTRUSS CONNECTOR THROUGH EXT. RQ' OPTIM L `GA. FLAT STRAP 24' O.C.
HEIGHTS. SLOPE OVERHANGS) I PRE-ENGINEERED SHEATHING INTO DOUBLE TOP PLATES. EXT. 30 MAX. TRUSS OR {Q
WOOD TRUSSES SHEATHING IS CONTINUOUS AND WILL TRANSFER RAFTER \ ' w/ (8)16d SHEATHING
AT 24' O.C. MAX. COMBINED SHEAR & UPLIFT. SDWC156C SHEATHING PER PLAN
IS INSTALL TYPICAL TRUSS CONNECTOR FROM TRUSS TO PER PLAN
-OR - ? TOP PLATE ON INSIDE OF THE WALL. ADDITIONALLY ,(1j
INSTALL LTS12 TOP PLATE -TO -STUD CONNECTORS @ EA _
2x BLOCKING AT 2x RIBBON BOARD STUD. EXT. SHEATHING IS CONTINUOUS AND WILL I OVERHANG ! OVERHANG
SHEATHING EDGES W/ (3) 8d ATTACHED TO TRUSS w/ TRANSFER COMBINED SHEAR 8 UPLIFT. PER PLAN PER PLAN F 2X4 BLOCKING
NAILS INTO TRUSS (3) 10d NAILS. 24" O.C. a INSTALL TYPICAL TRUSS SCREWS FROM TRUSS TO TOP
1/2"-i 3/4" UNDER TRUSS
CONTINUOUS STRUCTURAL CENTER MAX. SPACING PLATE. EXT SHEATHING IS CONTINUOUS AND WILL ENDS, NAIL TO
TRANSFER COMBINED SHEAR & UPLIFT. SINGLE SDI CONFIGURATION A SINGLE SDI CONFIGURATION B
SHEATHING NAIL PER CONTINUOUS STRUCTURAL _ TRUSS CHORDS (1) SDWC15600
,,I (TRUSS OFFSET FROM STUD) (TRUSS ALIGNED WITH STUD)
TYPICAL SHEATHING DETAIL ✓ ` SHEATHING NAIL PER w! (3) 11 EA. TRUSS SCREW
TYPICAL SHEATHING DETAIL INSTALL THROUGH TOP PLATE INSTALL THROUGH TOP PLATE END. TO EVERY
FRAMING PER PLAN �. FRAMING 4'-14'-�-'4`-14` INTO TRUSS/RAFTER INTO TRUSS/RAFTER TRUSS BELOW
DETAIL AT TRUSS HEEL > 9 1/4" PER PLAN
i
STRUCTURAL SHEATHING, TRUSS OR
SEE PLAN AND DETAILS FOR _ RAFTER TRUSS OR RAFTER TRUSS OR RAFTER
ATTACHMENT 3/4"
PRE-ENGINEERED WOOD +/_ /4�, (2) SDWC15600 (2) SDWO15600 (2) SDWC15600 VALLEY SET
TRUSSES AT 24" O.C. MAX. TRUSSES @ 24" O.C.
m m 4 m I m c<L` ® ` SHEATHING
FASCIA, (SEE ARCH DWGS4�!MING
SHEATHING NAIL PER +/_, PEA PLANOVERH 3N4 1 1 4" 3 1 1 4 OVERHFLA
ANG(% OVERHANG PER PLAN
TRUSS ANCHOR PER PLAN
rd
H S STRUCTURAL 'a '� \ PER PLAN CONFIGURATION A PDOUBLE S2DWCSECONRIGURApN B PEDOUBLE SLANCECON THROUGH
FIGl1FtATNN1 D �— -� - - - - 2X4 PURL 3
DOUBLE Sol
OM
CONTINUO
RLIIN @ EA. VALLEY
TYPICAL S E AIL PER
DETAIL '�- TRUSS, NAIL TO COMMON
3/4" TRUSS w/ (3) 16d GUN NAILS
DETAIL AT TYPICAL TRUSS w/HEEL < 91/4"Vi1 20-2�0°-25 (TEN S STUD)
(TRUSS ALIGNED WITH STUD) INSTALL THROUGH TOP PLATE INTO TRUSS/RAFTER INTO TOP PLATE BOTTOM CHORD OF VALLEY
22 1/2 22 1/2 INSTALL THROUGH TOP TRUSS/RAFTER TRUSS NAILED TO PURLIN w/
OPTIMAL OPTIMAL PLATE INTO TRUSS/RAFTER - 11 GUN NAIL @ 8" O.C.
�� ROOF TRUSS ON FRAMING 11/01/2023 TRUSSIRAFf ER TO DOUBLE TOP PLATE SCREW CONNECTIONS 11/01/2023 �1TRUSS VALLEY SEi OVER FRAME
�J ��"~ RWW-020 nva RWW-030 �JNOT"TO SCALE RWG-060
CONTINUOUS CONT 2X4(MIN.)w/ STRUCTURAL
STRUCTURAL (2) 10d NAILS SHEATHING PER PLAN
SHEATHING, SEE
PLAN FOR 2X4 OUTRIGGER AT 24" O.C. REO'D AT
ATTACHMENT OVERHANGS GREATER THAN I5".
10d TOENAILS @ ATTACH TO GABLE DROPPED TOP CHORD OUTRIGGER TO
rH
35 @ EA.
TRUSSw/(3)10d
8" O.C. TRUSS TO w/ TVP TRUSS CONNECTOR PER PLAN ' '
TOP PLATEZONTAL BRACE, TOENAILS
EA. SIDE STRUCTUWALL FRAMINGNG TOP PLATE DROPPED TOP GABLE w/ OUTRIGGERS
PER PLAN SHEATHING PER PLAN
WOOD 2X4 BLOCKING @ CONT 2X4 (MIN) w/ - REQ'D AT 17D MPH OR GREATER
EDGE NAILING SHEATHING EDGE (2) IGJ NAILS
IN LIEU OF BLOCKING AND w/ (2) 10d @ EA. j
END TO ADJACENT 2X4 LADDER FRAMING AT
EDGE NAILING SHOWN III
TRUSS WEB 24" O.C. READ AT BLOCKING AS REQUIRED
WITHIN THE GABLE, IT IS (OR BOTTOM OVERHANGS UP TO 15". FOR BRACING BY TRUSS
ACCEPTABLE TO USE CHORD NAILING ATTACH TO TRUSS TOP 1 : MANUFACTURER.
"EDGE NAIL SPACING TO AS SHOWN) CHORD w/ (2) 16d NAILS - PERMANENTTRUSS
BOTTOM CHORD OF TRUSS / (�/ / BRACING PER TRUSS
AT 16" O.C. /II
TO TRANSFER LOAD. 2X4 BLOCKING @ _J SEE REQUIRED MANUFACTURER C 10'-0"
GABLE TRUSS w/
TOE -NAIL SHEATHING EDGE w/ I./ BRACING PER TRUSS MAX. SPACING,
VERTICAL WEBS AS i ADDITIONAL FLAT 2X4
EDGE NAILING / (2) 10d @ EA. END NOTED IN THE MANUFACTURER ( )
SHEATHING - ✓ TO ADJACENT STUD FRAMING SHEET AA A -A (i.e. ISCI BE. HITS) % WITH BLOCKING
SPLJCED SHEATHING TRUSS NOTES I'I EXTENDING A MIN. OF (3)
TRUSS BAYS PLACED
BETWEEN PERMANENT
(3) 11 NAILS @ 7 G) 10d NAILS @ TRUSS BRACING
CHORD EA. TRUSS CHORD (RESULTING IN 5'-0' MAX.
EA. TRUSS PROVIDE 2X8 PT PLATE w/ 112" DIA, x 10"
NAIL BOTTOM CHORD OVERALL BRACING)
' OF GABLE TRUSS wl ANCHOR BOLTS @ 4'-0" O.C. MAX wl3"x3"
5 12d's AT 4" O.C. PL WASHERS AND T EMBED. NOTCH HORIZONTAL 2x
�• MASONRY HORIZONTAL 2x BLOCKING OVER PLATE, BLOCKING BETWEEN
A35 - A35 FIRST 3 BAYS OF
PLAN FOR
SEE MASONRY WALL, BOND BEAM, LINTEL BEAM.
7J ` OR RAKED BEAM PER PLAN. FOR RAKED FRAMING TO
A•A (WOOD) A.A (IAA.40NF11) ATTACHMENT OF ALL ''. BEAM @VAULTED CONDITION. SEE PLAN PERMANENT BRACING
STRUCTURAL SHEATHING.; AND DETAIL. W IDd @ 4" O.C.
��GAI3LE END TRUSS BRACING DETAIL 11/01/2023
RWM-090
STRUCTURAL TYp TRUSS
SHEATHING PER PLAN
- 2X4 LADDER FRAMING AT 24"
2X4 BLOCKING AT DIAGONALS ONLY. ATTACH AT EA. END w/
CONNECTOR
O.C. REGO AT OVERHANGS
(2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING AT 6" O.C.
CONT. 2X4 w/ (2) - PER PLAN
GREATER THAN 12", ATTACH TO
w/ MIN. 8d NAILS. BLOCK4 BAYS BACK FROM GABLE TRUSS.
12d NAILS
I TRUSS TOP CHORD w/ (2) 16d
WHEN SECOND BRACE IS REQUIRED,
J
i NAILS AT 24" D.C.
NAIL TO OPPOSITE SIDE OF BLOCKING.
SEE REQUIRED i-
BRACING PER TRUSS ��
STRUCTURAL
I
1. AT VERTICALS 3'-6" TO 6'-6" USE ONE 2X4 "L" BACK.
MANUFACTURER
SHEATHING
I PER PLAN
2. AT VERTICALS OVER 6'-6" TO 8'-4" USE (2) 2X4 "L" BACKS H
EA. SIDE) (OR FRAME PER CASE 3 BELOW).
3. AT VERTICALS OVER 8'-4" TO 1S-0" USE ONE 2X4 "L" BACK
ALT. OUTLOOKER FRAMING
AND AN ADDITIONAL DIAGONAL BRACE IS REQUIRED AT THE
(REGO AT 170MPH OR GREATER)
/'//
PEAK AND AT EVERY OTHER VERTICAL MEMBER IN THIS
3
RANGE. ATTACH THE DIAGONAL AT MID. HEIGHT AND TO THE
CONT. 2X4 w/ (2) 12d NAILS
BLOCKING BELOW THE ROOF SHEATHING w/ (5) 12d's AT EA.
END. IN ADDITION TO THE SECOND DIAGONAL, A
STRUCTURAL SHEATHING
SEE PLAN FOR
STRONGBACK IS ALSO REQUIRED AT THESE VERTICALS AND
PRE-ENGINEERED WOOD
ATTACHMENT OF
MUST BE ATTACHED TO EA. "L" BACK WITH (2) 121 AND ONE
TRUSSES AT 2'-0" O.C. MAX.
t ALL STRUCTURAL
SIMPSON HIS OR ONE USP RTS CONNECTOR.
(SHEATHING.
FASCIA
SIDE NAIL ALL "L" BACKS AND STRONGBACKS w/ 12d'e AT 6"
(SEE ARCH. DWG.)
2x SIFTS.
0-C. NOTCH "L" BACKS AT TOP AND BOTTOM.
BLOCKING
PRE-ENGINEERED
WOOD -I
-
RUNCHOR TRUSSES AT 2-0" O.C.
f�
fT°
MAX.
LL PER PLAN I FASCIA (SEE ARCH.
DRAWINGS)
J
I
SHEATHING PER PLAN
TRUSS ANCHOR
PER PLAN
FRAMING PER PLAN
PARTIAL WOOD BEARING
DUTCH HIP TRUSS BRACING DETAIL @WON HIP)
11101//22023
Rio
RWM-100
2
3
9
l
(8) 10d NAILS
,�
'1
O
EA. STRAP
/� ENGINEERED WOOD ROOF
G
V 2
2 9
2
2STRAPS
/
2 O
/ TRUSS AT 24, O.C. MAX.
WHEN QUANTITY OF MISSED TRUSS
MISSED EXCEEDS (5)
Q J
2 3
�
2
I"I
_ CONSECUTIVE LOCATIONS. INSTALL
HGAMI0KTA w (4)-1 /4"x2 3/4" MASONRY
NDBi
GAME1 2
O
2
R
O
\
I
SCREWS TO TOP OF WALL &
(4J-1/4"x1-1/2" SDS SCREWS TO TRUSS
END
1
ill
TO AFFECTED MISSED TRUSSES
3
GAM
IW K0212706:14
GAM
P" PRCHT:12T012'12)
HIP
a J
�(
TYPICAL CMU WALL
III SHEATHM NIBS I 11"FA15IBR MISS
1, WE"PlIHIFE£TNAtLGSES 1 2 3
FfGSHAN(NAOS: PANEL EDGE B'OG. B'O.C. 3'O.C.
19192'SH6LYWOOD OR0SPAN � w31'r&1fr II PANEL FED WMR I 3.O.0 3'D.C. 3'O.C.
RATED PLYWOOD OROSB)
I 4211 HEADOW
FOR Ii W MWS W 170 PH OR GMTM EN& FNMUBECOL ALL
MINES
Va.
1. WOOD SDEICRANLPANETS USEDAS ROOF SHEATHNDMBE NSTALIEDWRH JONIS
ROOF FRAYINGMEN M
87ROOF SHEATHING ATTACHMENT DIAGRAM 11101=
SCALE RWG-112
(1) SIMPSON HTSM16 (OR
APPROVED EQUAL)AT
EA. MISSED LOCATION
(4) 1 /4.0 x 21 /4'
MASONRYSCREWS
AT EA. STRAP
CONDI OF USE:
1. UPLIFT VALUE FOR TRUSS LOCATION DOES NOT EXCEED 1, 110 ft. UPLIFT.
2. NOT ACCEPTABLE ON MULTI -PLY TRUSS APPLICATIONS.
IF FIELD CONDITIONS EXCEED CONDITIONS OF USE, CONTACT ENGINEER OR
ARCHITECT OF RECORD FOR APPROPRIATE SOLUTION.
R13 MISSED TRUSS STRAP REPAIR 11/01/2023
NOl SCALE RWM 130
111111111
020 Fieldstone 3,
C.O.A.# ARCHITECURE: `� F
AA26002802
C.O.E.# ENGINEERING: No.
29349
❑ IBRAHEM ELAYEB, PE
P.E.# 91476
■ BENJAMIN NIESE PE �0 STATE OF
P.E.#86025 i�� '•p�ORID�
1024
DATE/,sS��NA�.
_ �Ec
"FE
O
Michigan
3400 Auburn Rd
Suite 200
Auburn Hills, MI 48326
+1 248.622.4035
Florida
12906 Tampa Oaks Blvd.
Suite 150
Tampa, FL 33637
+1 813.466.3310
www.fieldstoneae.com
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DRAWN BY: I FAE
VERSION: UO
SHEET NAME
DETAILS -
ROOF
SHEET #
S4.1
2X6 SP #2 SCABS (SIDE -BY -SIDE)
ATTACHED TO TRUSS WITH (3)
10D'S @ TOP AND BOTTOM.
SCABS REQUIRED FOR FULL
CONNECTION NAILING.
FASCIA (SEE ,
ARCH. DWG.)
IIM � BOND BEAM OR
LINTEL PER PLAN
TRUSS GIRDER CONNECTION WI SCAB
PRE-ENG.
TRUSS PER \ PRE-ESTRAP G.TRUSN MANUF.
MANUF. STRAP PER PLAN, ONE EA
SIDE OF TOP PLATES,
PRE-ENG. TRUSS PER MANUF —j WRAP AROUND TOP
STRAP PER PLAN PLATES.
(2) 2x-TOP PLATE
(2) 2X -TOP PLATE
STRAP PER PLAN SIMPSON SPIT STUD PLATE
FULL HEIGHT STUD (2) 2x-TOP PLATE TIE w/ (12) 0.14"1-1/2"
COL. PER PLAN, NAILS, SIZE TO MATCH STUD
EXCEPT MIN. COL. FULL HEIGHT STUDS PER PLAN- ~ SIZE. ONE EA PLY OF
J' PLY COUNT TO COLUMN PER PLAN.
MATCH TRUSS PLY I.L.O. FULL HEIGHT STUD: ALIT 48" LONG I
COUNT +1 2xVERTICAL SCAB MATCHING COL. NOTE : ENSURE NAILING IS NOT FULL HEIGHT STUDS PER
ONE STRAP EA SIDE OF DEPTH w/(2) ROWS OF 16d NAILS @ 6" INSTALLED IN AREAS WHERE PLAN
WALLDIREOrTO STUD O.C. STAGGER ROWS 3" STRAPPING IS OVERLAPPING
BOTH STRAPS ON ONE STRAP EA SIDE OF WALL
HTERIOR SIDE OF WALL WRAPPED TO PLATE
NOTE : REFERENCE TO FULL HEIGHT STUD COLUMNS IN THIS DETAIL MAYBE
SUBSTITUTED BY PSL COLUMN PER PLAN AS RED'D WHILE MAINTAINING STRAP
INSTALLATION CONFIGURATIONS, ADDITIONAL STUD OR SCAB MAY BE REQ'D FOR
PROPER STRAP ATTACHMENT PER DETAIL INTENT.
TYPICAL GIRDER TRUSS TWIST STRAP INSTALLATION
CONT- 2X4 w/ (2) TYP TRUSS
12d NAILS CONNECTOR PER PLAN
STRUCTURAL
SHEATHING PER PLAN
ALT. OUTLOOKER FRAMING
SEE REQUIRED (REG'D AT 170MPH OR GREATER)
BRACING PER TRUSS
MANUFACTURER STRUCTURAL
GOUT. 2x FASCIA PER SHEATHING PER PLAN
TLED
ARCHS w/ (2) 12d NAILS 2X BLOCKING BAYS BACK
THREE TRUSS BAYS BACK
PRE-ENGINEERED FROM GABLE END 2X4 PURLIN @
WOOD TRUSSES AT 1 EA VALLEY
STRUCTURAL SHEATHING
2'-0" O.C. MAX. PER PLAN I TRUSS. NAIL TO
2x BLOCKING TOENAILED. BOTTOM CORD OF VALLET COMMON
3 TRUSS BAYS BACK TRUSS NAILED TRUSS WI (3)
FROM GABLE END I TO PURLIN w/ 10d GUN NAIL 16d NAILS
STRUCTURAL 2X4 BRACE CONT. 2x FASCIA PER 8" O.C.
SHEATHING PER PLAN ARCH w/
H25A @ EA. OVER _ (2) 12d NAILS pp
FRAMED TRUSS H2.5A @ 6'-0" O.C. MAX y
2X4 BLOCKING SHEATHING PER PLAN PRE-ENGINEERED WOOD $$
TRUSSES AT 2'-0"O.C. MAX �i 4
BETWEEN TRUSSES TRUSS ANCHOR
SONOTW EN,7�tIR&ES MASONRY CONTINUOUS
EA. END 8" CMU WALL OR LINTEL, SEE SHEATHING
_PLAN FOR REINFORCEMENT R B
EDGE
NAILING BRACE
H2.5A @ EA. TRUSS TIE PER PLAN PER PLAN
OVERFAMED TRUSS H1OA @ EA END
Emm(2) SDWC15600 HANGER OF VALLEY
110
SCREWS T
FROM PER `` TRUSS & 10' - 0"
EDGE NAILING j / TOP PLATES O WOOD MANUF. O.0. MAX
PER PLAN �/ TRUSS @ 16'TM 2X4
FRAMING PER PLAN O.C., (1) EA PLY. FRAMING SHEATHING
SHEATHING, SEE PLAN WOOD PER PER PLAN
FOR ATTACHMENT PLAN
��OVEWRAMED GABLE END DETAIL MOD (11/30/2023) eTYP."GABLE END DETAIL (MOD) 11/30/2023
RWG-202(RB-449) RWG-203"(RB-449)
03/27/2023
R W W-601
COO Fieldstone
C.O.A.# ARCHITECURE:
AA26002802
C.O.E.# ENGINEERING: -
29349
O IBRAHEM ELAYEB, PE
P.E.# 91476
■ BENJAMIN NIESE, PE
P.E.# 86025
10/25/2024
DATE
````IIIIIIII////
No.8 r
0 �p �4: _
STATE OF Q/
�4ORIDP'.
iS1�NAL IE?
Michigan
3400 Auburn Rd
Suite 200
Auburn Hills, MI 48326
+1 248.622.4035
Florida
12906 Tampa Oaks Blvd.
Suite 150
Tampa, FL 33637
+1 813.466.3310
www.fieldstoneae.com
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DRAWN BY: FAE
VERSION: 5.0
SHEET NAME
DETAILS -
ROOF
SHEET #
S4.1.1
01 �
r
---------------
-- -- - --
,
INT FINISH WOOD BUCK ATTACHMENT: ALTERNATE:
EXTERIOR WALL SHEATHING EXTERIOR WALL SHEATHING 1x CUSTOM P.T. BUCK To 2x OR GREATER BLOCK TO EXTERIOR CMU WALL
SHEATHING NAIL PANEL EDGE FIELD . BLOCKING FIELD BLOCKING ( _ ., / 1x P.T. BUCK MATCH FRAME WIDTH. THICKNESS 12�--
-- ix WOOD MASONRY
BUILT
REQUIRED MIN. SIZE 3AIO.0 SPACING:
() PANAILNG E SPACING REQUIRED, L FROM ENDS AND ,2"O.C. SCREWS x4'MASONRY-
a. 4" 1/4' = 1 I MASONRY
ATTACH w1 T' NAILS' l4
T REQUIRED SHEATHING 'NAIL - _
8d ALL EDGES REQUIRED MIN SIZE ATTACH @ 4' FROM ENDS j GARAGE DOOR AND -
SHEA HING Yi16" WINDOW PER REMAINDER. ATTACH AND 12' O.C. REMAINDER. TRACK, INSTALLED PER
_ Stl 3" O.C. 12' O.C. ALL EDGES
- SHEATHING - _ FLORIDA WINDOW THRU BUCK INTO w/ 1 1/4' EMBEDMENT MANUFACTURERS 1
PRODUCT MASONRY PER FLORIDA SPECIFICATIONS.(
j PANEL EDGE NAILING - S SPJGiZML PRODUCTAPPROVAL
NOTE: PROVIDE BLOCKING - GEALANT
AT ALL SHEATHING EDGES S - FINISH PER ELEVATION
Ij.j � 1,, -•- -- ' 2X6 WOOD BUCK ANCHORED
j I,'j TO CM U w/ 1/2' x 6'' L' BOLTS
OR 5/8" x 6' SIMPSON TITEN
�. STRUCTURAL MI '38 STRUCTURALFIELD NAILING. li 3/8" W14 TYPICAL WINDOW ATTACHMENT DETAIL
1 O C &WITH NSHEATHING HD'S�f S6' OF TOP AND
FIELD NAILING 12/17/2021 FRAME TO BUCK
__ „„,,,, BOTTOM, OR (2) ROWS OF 1/4"
SHEATHING TVP. N.T.S. WGM-140 TO MASONRY x 3" MASONRY SCREWS @ 12"
SINGLE NAIL O.C. STAGGER ROWS 6"
\ SI G NAIL EDGE SPACING 1 EDGE SPACING EXTERIOR CMU WALL
1, 1/2 S INT. FINISH t
WOOD BUCK ATTACHMENT'.
j 2X OR (TREATER BLOCK TO MASONRY 1/4" DRIVE-IN ANCHOR
1. WOOD BUILT-UP THICKNESS a 21/4' = 1/4'k4" GARAGE DOOR AND
._ .-._.
--1 j 2x P.T. RUCKMASONRY SCREWS C E FROM ENDS TRACK, INSTALLED PER 1 • �4.
- 1 REMAINDERw 7 1/4'
- AND 2 O.C. / -, ' MANUFACTURERS
)
I
M FOMENT _ E 8 T
-_ ATTACH DOOR PER SPECIFICATIONS
DOUBLE NAIL EDGE SPACING FLORIDA PRODUCT _
-- 'ALTERNATE: ,
APPROVAL O 1 1 1'2 x 21/4 HILT( SLEEVE
2X4 BLOCKING 1x PT Bl1C1CTO MASONRY > CUSTOM
STUDS
PANEL EDGE
AL MIN. 1 1 2'
w T � '�-
- ANCHOR OR EQUAL i
NAILING / MATCH FRAME WIDTH. ATTACH /
G r
PER PLAN
M I MASONRY 7 PER
SHEATHING SPLICE SAME / EMBED INTO BRIn
N 1
NAILS a 4 FROM ENDS A D 2 0 C3
12'BOTTOM �.THICKNESS AND STRENGTH AXIS / �BRACKET
NAILING MOREMAINDER. ATTACH DOOR THRU j,
PER PLAN ORIENTATION AS WALL SHEATHING CHORD BUCK INTO MASONRY PER FLORIDA
FRAME TO ',
FINISH PER -I MASONRY :
ELEVATION (PRODUCT APPROVAL L�
TYPICAL SHEATHING DETAIL 11/01/2023 GABLE END SHEATHING DETAIL 11/01/2023 TYPICAL DOOR ATTACHMENT DETAIL 11 /01 /2023 TYPICAL GARAGE DOOR ATIACHMENi „/01 /2023
W01 W02 W15 .4Nm. W16 ,.,,.
NOT TO SCALE WGW-010 NOTTO SCALE WGG-020 WGM-150 NOT TO SCALE WGM-, 60
T.O. BOND BEAM COMMON WALL,
PER PLAN (TVP.) 8 x B x i6 CMU
WEAVE BLOCK COURSES EVERY
OTHER BLOCK (TYR.) @ EVERY HHB #S REBAR. CONT. BLOCK TEE INTERSECTION
REBAR PER
IN BOND BEAM REBA
BOND BEAM
PER PLAN
#5 REBAR HOOKED
DOWEL
1 � '
IETYPICAL"IINTERSECTIONDETAIL IIM1/2023
#5 REBAR VERTICAL 18B """ "'"'"'
-- - IN SOLID FILLED WGM-182
CELLS, (SEE PLAN)
#5 REBAR HOOKED
DOWEL
3" x 5" CLEAN OUT AT
ALL FILLED CELLS
SEE FOUNDATION PLAN
AND DETAILS FOR
FOOTING REINFORCING.
ROUGH OPENING
d BELOW
PRECAST LINTELS
FILLED WITH GROUT
LINTELS BY
fMITER
FIELD CUTTING
--
#5 REBAR IN VERTICAL
GROUT FILLED CELL
#5 CORNER DOWELS INSIDE
Of
AND OUTSIDE OF VERTICAL
#5 BAR AS SHOWN
2:
IZ
01l
0 3
O
0
m
CW,
9 TYPICAL REINFORCED FlLLED CELL DETAIL 11/01/2023 W25 0 DEG. CRNR DETAIL wl COLUMN BEL 2/28/2022
NOT TO SCALE WGM-190 WGM-250
INTERIOR
STRUCTURAL SHEATHING.
REFER TO R11/S4.1 FOR NAILING
& OTHER REQUIREMENTS
INSULATION AS PER SPEC.
PRE-ENGINEERED ROOF TRUSSES.
REFER TO TRUSS MANUF. DWGS
ASPHALT ROOF SHINGLE
(OR TILE PER SPEC.)
TRUSS STRAP PER ROOF
FRAMING PLANS ON S3.1 &
DETAILS ON S4.1 SHEETS
FASCIA PER COMMUNITY SPEC
SOFFIT & OVERHANG
PER SPEC.
BOND BEAM PER FIRST FLOOR
LINTEL PLANS ON S2.1 &
DETAILS ON S4.2 SHEETS
SOFFIT PANELS < 2'-0"
MIN. 2X2 VERTICAL BRACE
C. 24" O.C. MAX SPACING.
ATTACH TO EA ROOF
TRUSS W/ (2) BD NAILS.
MIN. 2X2 HORZ BATTEN,
IF REO'D PERM NUF
ATTACH TO EA VERT.
BRACE W/ (1) 10D NAIL
(24" O.G. MAX SPACING)
PANEL ATTACHMENTS
PER MANUF.
MIN. 2x2 VERTICAL BRACE
@ 24' O.C. MAX SPACING.
ATTACH TO EA ROOF
TRUSS w/ (2) 10d NAILS.
MIN. 2x4 HORZ BATTEN, IF
I REO'D PER MANUF.
ATTACH TO EA VERT.
( BRACE w/ (2) 10d NAIL
(24" O.G. MAX SPACING)
PANEL ATTACHMENTS
PER MANUF.
- WALL CONSTRUCTION PER FIRST
FLOOR LINTEL PLANS ON S2.1
AND DETAILS ON S4.2 SHEETS 2'-0" < SOFFIT PANELS a 3'-0"
INSTALL MID -SPAN BLOCKING (BATTEN)
EXTERIOR WHEN REQUIRED BY MANUFACTURER
- WALLCONNECTION PER
FOUNDATION PLANS ON S1.1
AND DETAILS ON S1 0 SHEETS
0'-0" FIN. FL.
- FINISHED GRADE
- MONOLITHIC END. PER
FOUNDATION PLANS ON S1.1
AND DETAILS ON S1 0 SHEETS
sot TYPICAL( STOAYWALLSECTION 09/12w2024
NOT TO SCALE WSM012
STRUCTURAL SHEATHING,
REFER TO R11/S4.1 FOR NAILING
& OTHER REQUIREMENTS
INSULATION AS
PER SPEC.
PRE-ENGINEERED ROOF TRUSSES.
REFER TO TRUSS MANUF. DWG
12
PER
ASPHALT ROOF SHINGLE
ELEV.
(OR TILE PER SPEC,)
TRUSS STRAP PER ROOF
FRAMING PLANS ON S3.1 &
DETAILS ON S4.1 SHEETS
FASCIA PER
COMMUNITY SPEC.
SOFFIT & OVERHANG PER SPEC
FOND BEAM PER FIRST
FLOOR LINTEL PLANS ON 52.1
& DETAILS ON S4.2 SHEET
PRECAST LINTEL PER FIRST
FLOOR LINTEL PLANS ON S2.1
& DETAILS ON S4.2 SHEETS
OPENING w/PRECAST
SILL PER PLAN
WALL CONSTRUCTION PER FIRST
FLOOR LINTEL PLANS ON S2.1
AND DETAILS ON S4.2 SHEETS
INTERIOR EXTERIOR
WALL CONNECTION PER
FO
ON S1.1
ANND DETAILS ON SSO SHEETS
0'-0' FIN. FL
FINISHED GRADE
MONOLITHIC FAD.. PER
FOUNDATION PLANS ON S1.1
AND DETAILS ON S1.0 SHEETS
YPCORYWSO
30
o9n 2/2024
WSM-021
OHO Fieldstone
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C.O.A.# ARCHITECURE:
AA26002802
N''F
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C.O.E.# ENGINEERING:
_ No. 8_
29349-
O IBRAHEM ELAYEB, PE
1
P.E.# 91476
■ BENJAMIN NIESE, PE
-,0 STATE OF �(/\
�i�� F4011110Q'
P.E.# 86025
• ����
10DATE 24
S'O:�iA1.
Michigan
3400 Auburn Rd
Suite 200
Auburn Hills MI 48326
+1 248 622 4035
Florida
12906 Tampa Oaks Blvd.
Suite 150
Tampa; FL 33637
+1 813.466.3310
www. iieldstoneae. com
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DRAWN BY: FAE
VERSION:5.0
SHEET NAME
DETAILS -
WALL
SHEET #
S4.2
LEGEND
�I 8x8 FILLED CELL W' (1) - #5 REBAR
- - - -
BEAMS
8.8 FILLED CELL W1 (1) - #7 REBAR
'
HEADER - WIDTH TO MATCH WALL
--
-------
GIRDERS
8.8 FILLED CELL W1 NO REBAR REOD
-- ------
PLUMBING WALLS (FOR REFERENCE)
BEARING/SHEAR WALLS (FOR REFERENCE)
45' CMU - FILL CELLS WI #5 REBAR
ROOF BLOCKING
CELL W/ #4 REBAR
CI
ggLLOON FRAMED
BALLOON
(IN WALL)
FILLEDCELL W/ #4 REBAR
WALLS/HIGHER BEARING WALLS
(IN
CONCRETE TIE BEAMS
Ailli�5LEV ELEVATION INDICATOR
®
PLUMBING PENETRATION FOR
FRAMING LAYOUT
DETAIL INDICATOR
HDR SIZE LINTEL OR WOOD HDR DESIGNATION
OPEN SIZE (ALL WOOD HDR'S TO BE (2) PLY U.N.O.)
(P)- BRACED WALL LINE
ABBREVIATIONS:
AB
ANCHOR BOLT
EA
EACH
INT
INTERIOR
AFF
ABOVE FINISHED FLOOR
ELEV
ELEVATION
JST
JOIST
ALT
ALTERNATE
EMBED
EMBEDMENT
MAX
MAXIMUM
APP FOX
APPROXIMATE
EN
EDGE NAILING
MFR
MANUFACTURER
ARCH
ARCHITECT/ARCHITECTURAL
EQ
EQUAL
MIN
MINIMUM
ATR
ALL THREADED ROD
ES
EACH SIDE
MSC
MISCELLANEOUS
BILK
BLOCK
EW
EACH WAY
MO
MASONRY OPENING
BLKG
BLOCKING
EXP
EXPANSION
NOM
NOMINAL
BOF
BOTTOM OF FOOTING
EXT
EXTERIOR
NITS
NOT TO SCALE
ROT
BOTTOM
FD
FLOOR DRAIN
OC
ON CENTER
BRG
BEARING
FDN
FOUNDATION
OPNG
OPENING
BTWN
BETWEEN
FIN
FINISH
OPP
OPPOSITE
CANT
CANTILEVER
FILE
FLOOR
PEN
PLYWOOD EDGE NAILING
CL
CENTERLINE
FN
FIELD NAILING
PLYWD
PLYWOOD
CIP
CAST IN PLACE
FT
FOOT / FEET
REINF
REINFORCING/REINFORCEMENT
CJ
CONTROLJOINT
GALV
GALVANIZED
READ
REQUIRED
CLR
CLEAR
GDR
GIRDER
RO
ROUGH OPENING
CMU
CONCRETE MASONRY UNIT
GRD
GRADE
SC
STUD COLUMN
COL
COLUMN
GWB
GYPSUM WALL BOARD
SHTG
SHEATHING
CONC
CONCRETE
GYP
GYPSUM
SIM
SIMILAR
CONT
CONTINUOUS
HD
HOLD DOWN
SP
SOUTHERN PINE #2 OR BETTER
DBL
DOUBLE
HIDE
HEADER
SPF
SPRUCE Pill FIR #11#2 OR BETTER
DIA
DIAMETER
ILO
IN LIEU OF
TYP
TYPICAL
DWG
DRAWING
IN
INCH
UNO
UNLESS NOTED OTHERWISE
140 WINDSPEED CHARTS
2020 FL - C & C Pressures (ASD) 9ASED UPON 10 SOFT AREA
Roof Pressures Wall Pressures
Gable Roof Pressures Hip Roof Pressures
Zone 1 Zone 2 Zone 3 Zone 1 Zone 2 Zone 3 Zone 4 Zone 5
19.1 -36.4 N/A I N/A 19.1 1 -47.3 19A -34.2 N/A I N/A 19.1 -473 25.7 1 -27.7 1 25.7 -34.2
Zone 2e Zone 3e Zone Ze Zone 3e
38.2 1 -83.7 19.1 -58.1 19.1
Zone 2n Zone 3r Zone Zn Zone 3r
19.1 1 -58.1 19.1 -69.0 N/A N/A N/A N/A
Zone 2r Zone 2r
38.2 1 -105.4 19.1 -47.3
Components and Cladding Pressures (ASD) - 2020 FL
Positive Ne ative
Width Height Effective Pressure Pressure
3080
PRECAST LINTEL GRAVITY LOAD TABLE v4.21
CONNECTOR
FASTENERS
ALLOWABLE LOADS
CITY
TYPE
GRAVITYTERAL
llbs) 1.0
UPLIFT (Ias7 1.6
ILAibs) @ 1-6
LOADS LISTED PAVE BEEN CALCULATE D O R C OMP iLED F ROM APPROVED MANUFACTURERS:
CAST-CRETE,LOTT'S CONCRETE, QUALITY PRFCASTCO.
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8
0.148"xl-1/2"
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3069
3719
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35�
1135
--
O@O Fieldstone �p
C.O.A.# ARCHITECURE:
AA26002802
C.O.E.# ENGINEERIN No.
29349
❑ IBRAHEM ELAYEB, PE / C
P.E.# 91476
■ BENJAMIN NIESE PE ��O STATE OF ���
P.E.# 86025 �i�� ' !C4ORII����
10/25/2024/ss/DNA` F.?
DATE
O@O
Fieldstone
Michigan
3400 Auburn Rd
Suite 200
Auburn Hills, MI 48326
+1 248.622.4035
Florida
12906 Tampa Oaks Blvd.
Suite 150
Tampa, FL 33637
+1 813.466.3310
www.fieldstoneae. corn
DRAWN BY: I FAE
VERSION: 5.0
SHEET NAME -
REFERENCE `
CHARTS
SHEET #
S5.1