HomeMy WebLinkAbout37927 Dusty Saddle Ln5 10 � EISENHOWER IV CMU
GaraLye Left -Elevation I
Emmol
NUMBER:
514EET NAME:
NUMBER:
SWEET NAME:
r's
COVER SHEET
CS-3
SaIARE FOMAGE CALCLILATIONS
F-IJO
FOJOATION - SLAB PLAN
EA0
ELECTRICAL PLANS - FIRST FLOOR
E-2.0
ELECTRICAL MASS - SECOND FLOOR
A-1.0
FIRST FLOOR PLAN
A-20
BEC40NO FLOOR PLAN
P-0.1
K"ING RISER DIAORAM
A-3 ' 0
FRONT / REAR ELEVATIONS I / ROOF PLAN
A-3.11
SIDE ELEVATIONS I
A-32
MISC DETAILS
A-3.3
MISC DETAILS
A-3.4
MISC DETAILS
A-42
IBUILOWs SECTICNS
GENERAL NOTES
THE OTAI�IVARD dENERAL SPECIFICATIONS, FOIR AIMCAN kOf-IE8 4 RENT I AMN
DEVELOPMENT $HALL GOVERN EXCEPT AS MODIFIED 4 SUPPLEMENTED 95Y THESE
PLANO.
THESE PLANS 14AVE BEEN IDE&WbNED TO I"IEST THE REQUIREVEM6 OF,
2020 FLORIDA BUILDING. CODE, RESIDENTIAL, Ith EDITION
O=LkPANCY� On
CONOTRUCTION TYPE: V5
Cpl. ING CCNfiTRbQTIQh6
1. THE GARAGE OWALL BE SEPARATED FROM T14E RESIDENCE AND ITS ATTIC AREA
BY NOT LE66 THAN 1/2 NC44 (12.1 m) GYIPOUM BOARD APPLIED TO THE C.ARA631!
SIDE. GARAGE& ATW WAIBITA15LE ROOMIS SHALL ISE SEPARATED FROM ALL
HABITABLE ROCMIS ABOVE BY NOT LEGG THAN 5/9 NC34 (6.9 w) TYPE 'X" GY`POUM
BOARD OR EaRVALENT. UWRE THE SEPARATION 16 A FLOOR -CEILING ASSEMBLY,
THE STRUCTURE OUPPCWWG T14E SEPARATION 514ALL ALSO BE PROTECTED BY NOT
LESS THAN 1/2 INCH (112.1 w) GYF-SUM BOARD OR !EQUIVALENT.
i�=19614E&
TEXTURED FINISH OVER FIRAM APPLICATICN SHALL ISE PER FAZ.
R103.12 AND A611M C92&. INSTALLATION OF EXTERIOR LAT14NO AND FRAMING.
APPLICATION REQUIREMENTS, TO BE FOR FAC. W703.11JI AND ASTM C 063.
1512190111k
1. EAC44 BEDROOM MUST HAVE ONIE kWNDOW THAT COr-MIE6 WITH EGRIES6 CODES, IF
THERE 16 NO ACCE66 TO EXTERIOR THROWN A DOOR THE WINDOW MOT WAVE A
MAXIMUM OPENINIS HEk3WT OF 44" ABOVE FINISH FLOOR LINE OF TWAT PARTICULAR
ROOM
2. IN DWELLING UNITS WHERE T14E OPENING. CF AN OPERABLE WINDOW 18 LOCATED
MOM THAN 12 M14EG AWYE T14E FINISHED CARADE OR SURFACE BELOW. THE
LOWEST PART OF T14E CJ_EAR OPENING OF T14E WIINDCW SMALL ISE A MINIMUM OF 24
INCAE6 ABOVE THE FINISHED FLOM OPERABLE ISECTICINIS OF WIINDOW* SMALL NOT
PERMIT OPENINGIS TWAT ALLCW PAWACA OF A 4' SPI-IIERE OEM SUCH OPIENW.5
AM LOCATED WITHIN 24 011CWIES OF THE FINISHED FLOOR PER F&C. Mt22
FLASHING,
1. FLAAHM SHALL BE INSTALLED AT WALL AND ROOF INTERSECTION6, DECK AND
WALL INTERSECTIONS, AT GUTTERS, AT ALL CRANISES IN ROOF SLOPE OR DIRECTION,
AND AROUND ROOF OPENNG&
2. APPROVED CORROSICN-FIESISTANT FLASMINd. SHALL BE APPLIED &WW.LE
FASHION IN &JCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL
CAVITY OR IPENETRATION OF WATER TO T14E ISUILDII�IG STRUCTURAL FRAMINd.
C4XIPCNENT& T14E FLASHING. SHALL EXTEND TO THE SURFACE OF THE EXTERIOR
WALL RN16H. AP"WVED CORROINON-RESIGTANT R-AS14NG GHALL BE INSTALLED AT
ALL IM42UIPIM LOCATIONS PER (R1034).
1. WINDOWS SHALL BE INOT4 I E AND IFLAOlk-ED IN ACCORDANCE WITH THE
MANUFACTURERS WRITTEN INSTALLATION "TMJCTICNS WRITTEN INSTALLATION
INISTRUCTIONO SHALL BE PROVIDED BY rf4E MANUFACTURER FOR EACH UNDOUL
1. PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED CIARAdE PLOOR ELEvATION_
BATH AREAS,
1. INSTALL 2X4 ISLOCKW3 AT TOILET PAPER AND TOWEL ISAA LOCATIONS, SM
DETAILS.
1. INSTALL 2X& I5LOCKJW3 AT 85' AFF, ON CENTER FOR R CABINET
INSTALLATIOK
1. CEMENT, FIBER -CEMENT, Oft C&LASS MAT GYPSUM BOARD tW COOMN 150APO
ALLOWED) IN CZMPLIANCE WITH A67M C12M. C13%5, OR CIMS AND INSTALLED WITH %
x I-IA4' DAGCQM P44ILPS WAFER HEAD CEMENT BOARD SIELF DMILL SCREWS UJ/
COATING OWALL BE USED AS SAAC"M FOR WALL TILE IN TL45 AND 040AER AREAS,
AM UALL PANELS IN SHOWER AREAS.
WTREATPlENT,
ITIE PROTECTIION S-IALL BE PROVIDED BY REGISTEIIIED TERMITICADES,
INCLUDIN5 SaL APPLIED PESTICIDES, OWTW3 SYSTEMS, AND PIESTICIDEIS APPLIED
TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION I APWI FM FOR
USE AS, A PFINIANTATIVE TREATMENT TO NOW CONISTNUCTICIN. UIPON C40MKVION Or
THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF'
COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LK334ND
PEST CCNTROL COMPANY TWAT CONTAINS T14E FOLLOWQ3 STATEMENT; 'THE
BUILDING I-IIAS RECEIVED A CalIPLETE TREATMENT FOR THE PIREVENTION OF
SUBTERRAWAIN INAMIT". TREATMENT 16 IN ACCORDANCE WITH RULES AND LAWS
ESTABLISHED BY T14E FLORIDA DEPARTMENT OF AdIRICULTURE AND C424W'ER
SERVICES'"
1. EM%%Y GALCULATIONIS FOR HEATING. AND COOLING, CAPACITIES SHALL BE
FURNJISHED BY T14E MECHANICAL EWMINEIER AS AN ATTACkIIMENT TO THIS PLAN SET
AT THE TPE OF APPLICATION FOR PERMIT.
2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE " INOPEc"ZICK SERVICE,
REPAIR AND IREPLACEM-IT UTWOUT REM� PERMANENT C4CN6TMCTIOK OTHER
APPLIANCES, OR ANY OT14EM PIPrW. OR DUCTS NOT CONNECTED TO T14E APPLIANCE
BEINS. INSPECTED, SERVICED, RIEPARIED, OR REPLACED. A LEVEL WORICIISIG SPACE
AT LEAST 30 IN04ES (162 mm) DEEP AND 30 INCHE6 (162 m) WIDE 64ALL BE
PROVIDED IN FRONT OF THE C40NTROL SIDE TO SERVICE AN APPLIANCE.
ENEMY W01IFEIENT SCH�
&TERM UALLS 119tim *-a
EXTBWR U&L5 (RDOQ
AITIC CELM
3. DUCTS IN T14E GARAGE AND DUCTS PENETRATING. THE WALLS OR CEILW15
SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRI.ICTED Or A MIK
26 C.AUr.E (0.40 m) SHEET STEEL OR OTHER APPROVED MATERIAL AND 844ALL
HAVE NO OIPENW.6 INTO THE CiAPA(WE
4. FOLNDATIONO AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEM SHALL
INSTALLED ABOVE THE BASE FLOOD El EVATION AND SHALL ALSO CONFORM TO
MANUFACTURER'6 INSTALLATION INSTRUCTIONS.
S. AUXILIARY ORAIN PAN. CATEGORY IV CZNDEN6M APPLIANCES 6WALL BE
PROVIDED WITH AN AUXILIARY DRAIN PAN UWRE DAMAGE TO ANY BUILDING.
COMIPCNENT WILL OCCUR AS A RESULT OF STOPPAC.E IN T14E CZNDENSATE ORAN
PIPW. SY6TEMI. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WIT4 THE
APPLICAME PROVISIONS OF SECTIONS M14113.
L OUTDOOR DISCWARISSE. THE AIR RV'IOVW BY EVERY ME04ANICAL EXHAUST
SYSTEM SHALL BE DIOCUARSED TO THE OUTDOOR& AIR SHALL NOT BE EXHAUSTED
INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE.
2. EXHAUST AAR PROM BATH RIOOMS AND TOILET ROOMS SHALL NOT BE
RECIRCULATED UTWIN A RESIDENCE Olt TO ANOTHER DWELLING UNIT AND SMALL BE
EXHAUSTED DIFECTLY TO THE OUTDOORS. EXHAUST AIR FROM SATHIROOMS AND
TOILET ROCIMIS SHALL NOT DISCWAW3E INTO AN ATTIC, CRAW SPACE, OR OTWEIR
AREAS INSIDE THE EIUILDING�
3. DUCT LENGTk THE MAXIMUM ALLOWABLE EXHAUST DUCT LIEW.TH SHALL BE
OETERMIINED BY ONE OF T14E MT14ODS SPECIFIED IN I&ECTIONIS M15,02.45.1 TWIRIC"
HOW 4b.3. THE MAXIMUM LEWOTH OF T14E EXHAUST DUCT SHALL BE 3.6 FEET FROM
THE 0ONNIECTION TO THE TRANSITICN DUCT THE DRYER TO THE OUTLET
TERMINAL. THE MAX9,1UM LENOT14 OF T14E DUCT SHALL BE REDUCED 2.5 FEET (162 m)
FM EACH 45 DISSOM (0.19 RAD) BEND AND 5 FEET (1524 w) FOR EAC44 SO
DECAMM (1,6 PAD) BEND. T14E MAXPIUM LEMTW OF THE EXHAUST DUCT DOES NOT
INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER 5006TER
PAN 16 INSTALLED AND LISTED AND LABEI " THE APPLICATION, T14E MAXIMUM
L04GTW OF T14E EXWAUOT DUCT, INCLUONG ANY TRA461TICN DUCT. SHALL BE
PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANLFACTUREWS
INSTALLATION NOTRUCTION5. WI -ERE A CLOTHES DRYER 0006TER rAN 16 INSTALLED
AND NOT READILY Ar-40MMIMILE FROM THE ROOM IN WHICH THE DRYER 16 LOCATED,
A IPEIVIANENT IDENTFYING LABEL 814ALL BE PLAA= ADJAAMIT TO UNERE THE
EXHAUST DUCT ENTEM THE WALL THE LAMM SHALL BEAR T14E WORDS 'THIS DRYER
EXHAUST SYSTEM 16 EQUIPPED WITW A REMOTELY LOCATED BOOSTER PAN!'
4. PRIOVIDE BACK DRAFT DAMPERS, AT INTAKE AND EXHAUST LOCATIONS AS
REQUIRED BY R&C 7TW EDITION - RESIDENTIAL CHAPTER 15.
31 qZ11
ISSUED: 10/10/2023
VERSION: 5.0
SQUARE FOOTAGE
NMMWNIAN0fiBMNr3MFr.
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ALL WORK SHALL cnMPL( ��'ITH PREVAILING
CODES FLORIDA �_'(
1i u .� )DE.
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AND THE CITY or-,1P_PHYRHJLLS
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GENERAL STRUCTURAL NOTES:
1. ALL WORK SHALL CONFORM TO THE 2023 Slh EDITION OF THE FLORIDA INTERNATIONAL)
RESIDENTIAL CODE AND APPLICABLE COUNTY CODE AMENDMENTS. STANDARDS LISTED IN
STRUCTURAL 140TE 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 CONFUCTS
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, MECHANICAI, ELECTRICAL, AND ClVIlJSrTE DRAWINW.
COORDINATE THE STRUCTURAL DRAWINGS WITH THE REQUIREMENTS SHOWN IN THE OTHER
COMPONENTS OF THE CONTRACT DOCUMENTS.
4. TYPICAL DETAILS AND OTHER SECTIONSIDETAILS APPLY TO CONDITIONS THAT ARE SIMILAR TO
THE CONDITIONS DESCRIBED IN THE SECTIONSIDETAX-S, EVEN IF THEY ARE NOT SPECIFICALLY
REFERENCED ON THE PLANS.
S. THE CONTRACTOR 94ALL BE RESPONSIBLE FOR MEANS, METHODS SEQUENCES AND
PROCEDURES OF CONSTRUCTION, INCLUDING BUT NOT LIMITIED TO TEMPORARY 940FONG AND
BRACING.
6. DO NOT SCALE STRUCTURAL DRAWINGS. IF DIMENSIONS ARE OMITTED OR NOT CLEAR
CONTACT THE ENGINEER
7. CONSTRUCTION MALL COMPLY FULLY WITH THE APPLICABLE PROVISIONS OF OSHA AND THE
LOCAL GOVERNING CODES. CURRENT EDITION, AND ALL REOUIREMENTS SPECIFIED IN THE
CODES SHALL BE ADHERED TO AS IF THEY WERE CALLED FOR OR SHOWN ON THE DRAWINGS.
THIS SMALL NOT 13E CONSTRUED TO MEAN THAT REQUIREMENTS SET FORTH ON THE DRAWING
MAY BE L4001FIED BECAUSE THEY ARE MORE STRINGENT THAN THE CODE REQUIREMENTS OR
BECAUSE THEY ARE NOT SPECIFICALLY REC"RED 13Y CODE-
8. THE ENGINEERS 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 4&+IOURS AND INVESTIGATION BY
FIELDSTONE.
9. THE TERMS 'CONCRETE SCREW AND IIIIASONRY SCREW SHALL BE USED INTERCHANGEABLY
WITHIN THESE DRAWINGS. CONCRETEAVAONRY SCREWS AS GENERICALLY SPECIFIED WITHIN
THESE DRAWINGS SHALL REFER TO ONE OF THE FOLLOWING ACCEPTED MANUFACTURER
PRODUCTS: SIMPSON STRONG TIE ITTEN TURBO, GENUINE TAPCON, Oft HILTI KWIK4DON 11.
10. CONTENT LINKED WITHIN OR CODES THAT MAY 13E SHOWN NTH 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 SMALL BE
EITHER SIMPSON STRONG TIE SET,3A OR HILTI HIT-HY-1 50
DESIGN CRITERIk
1. BUILDING FISK 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 (nLE) -15PSF
A" BOTTOM CHORD LIVE LOAD W STORAGE) _-!--20 RIF
ROOF BOTTOM CHORD LIVE LOAD Wo STORAGE) -- 10 PSF
ROOF BOTTOM CHORD DEAD LOAD -10 RIF
FLOOR LIVE LOAD -40 PSF
FLOOR LIVE LOAD (SLEEPING ROOMS) =30 PSF
FLOOR DEAD LOAD -15 PSF
DECK(BALCONY LIVE LOAD -40PSF
NOTE TO TRUSS A IIOIST MANUFACTURERS - ROOF & PCO-OR SYSTEM OELE-GATED DESIGN
SHALL CONFORM TO THE FOLLOWING DESIGN STANDARDS:
LOCATION
TOTAL LOAD
LIVE LOAD
MAN TOTAL
DEFLECTION
ROOF TRUSSES
I I"
W40
ftA�
FLOOR JOISTSTRUSS
I LAW
I lAAn
NOTES:
1. MAXIMUM TOTAL LOAD DIFFERENTIAL DEFLECTION BETWEEN ADJACENT PARALLA
MEMBERS SHALL 13E 5Ar
2. ANY MEMBER SUPPORTING BRICK4AASONRY SHALL BE LIMITED TO A TOTAL LOAD
DEFLECTION OF LAW
3. FIELDSTONE AE CANNOT BE HELD RESPONSIBLE FOR ANY STRUCTURAL ISSUES RELATED
TO ANY BUILDING COMPONENT IF COMPONENT SHOP DRAWINGS ARE NOT SUBMITTED TO
FAE FOR REVIEW PRIOR TO FABRICATION, DELIVERY, OR INSTALLATION
LATERAL LOADING
WIND CRTTERLA.
BASIC WIND SPEED -14OLIPH
EXPOSURE CATEGORY -C
INTERNAL PRESSURE COEFFICIENT 0.1 S WENCLOSED)
SEISMIC CRITERIA
SITE CLASS -D
SEISMIC DESIGN CATEGORY -A
EARTH PRESSURE LOADING:
ALLOWABLE SOIL BEARING CAPACITY
TOTAL LOADS (INCLUDING WIND & SEISMICI -2000 PSF
LATERAL EARTH EQUIVALENT FLUID PRESSURE
WALLS UNBRACED AT TOP -40PCF
WALL BRACED AT TOP -55 POF
GUARDRAILJHANORAIL LOADINM'
ALL GUARDRAILIHANDRAILS SMALL MEET 200 LBS (MINIMIUM) CONCENTRATED FORCE APPLIED
IN ANY DIRECTION. IN -FILL COMPONENTS OF GUARDRAIL SHALL MEET 50 RIF 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 POC-ES) AC 273 - 'ACCEPTANCE
CRITERIA FOR MANDRAILS AND GUARDS!
CONCRETE NOTES:
I . STRUCTURAL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE PER ACI 332 *RESIDENTIAL
CODE REOUIREMENTS FOR STRUCTURAL CONCRETE*.
2. CONCRETE PRODUCTION AND PLACEMENT SMALL CONFORM TO THE REQUIREMENTS OF ACI 332
'RESIDENTIAL CODE REQUIREMENTS FOR STRUCTURAL CONCRETE* EXCEPT AS MODIFIED BY
STRUCTURAL REQUIREMENITS NOTED ON THE DRAWINGS,
3. CEMENT SHALL CONIFORM TO ASTM Cl 50"SPECIFICATION FOR PORTLAND CEMENT.'CONCRETE
SMALL BE NORMAL WEIGHT, UNLESS INDICATED OTHERWISE.
4. CONCRETE AGGREGATES SMALL CONFORM TO ASTM CSS'SPECIFICATION FOR CONCRETE
AGGREGATES."
5. RENFORCING SHALL CONFORM TO ASTM A-61 5 GRADE SM
6. REINFORCEMENT SHALL BE FABRICATED AND ERECTED ACCORDING TO THE ACI STANDARDS:
DETAILS AND DETAILING OF CONCRETE REINFORCEMENT, ACI 315 - AND WANUAL OF
ENGINEERING AND PLACING DRAWINGS FOR REINFORCED CONCRETE STRUCTUREW, ACI 315FL
7. REINFORCING STEEL AND WELDED WIFE FABRIC SHALL BE PLACED WITH MINIMUM CONCRETE
COVER AND TOLERANCES AS FOLLOWS:
IL41111401111,4111MIX WITHIN UPPER 2A OF SLAB AND 3/4" MINIMUM DOVER AT INTERIOR
CONDITIONS; 1-1/2'MINIMUM COVER AT EXTERIOR CONDITIONS
0011101PIE1111 11110011JIMIX1101411 AGAMEAfflft 3*
collllc� 1-1/2- (#5 FEW OR SMALLER) r (#6 REBAR OR LARGER)
71011.1111111111111411011h +/- 3fir
8. REINFORCING STEEL SMALL 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 SMALL CONFORM TO AWS 131.4 SPECIFICATION.
WNCRETE NOTES (CONTINUED):
10. CONCRETE SHALL HAVE A MINIMUM 2843AY COMPRESSIVE STRENGTH AS FOLLOWS:
FOUNDATIONS & FOUNDATION WALLS: 25W PSI
SLA84)N-GRADE & CONCRETE SEAMS: 2500 PSI
11. CONTRACTOR SHALLTIE REINFORCING STEEL SECURELY IN PLACE PRIOR TO PLACING
CONCRETE AND PROVIDE SUFFICIENT SUPP09M 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 Iff TOLERANCE IN ANY DIRECTION WITH MINIMUM EMBEDMENT AND
EXACT PROJECTION INDICATED ON THE DRAWINGS, PRIOR TO RACING CONCRETE.
12 HOOKED BARS SHALL BE STANDARD 90 DEGREE HOOKS PER ACI UNLESS NOTED OTHERWISE ON
THE DRAWINGS. MINIMUM LAP SPLICE SHALL BE CLASS 8 PER ACI 318. LOCATION OF LAP
SPLICES SHALL BE AS INDICATED ON CONSTRUCTION DOCUMENTS,
IS. DOWELS INTO FOUNDATION SHALL MATCH SUE 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
I S. ONE OF THE FOLLOWING CONCRETE SLAB ON GRADE CRACK CONTROL METHODS SMALL BE
USED (CONTRACTOR PREFERENCE):
• CONTROL JOINTS:, SHALL 13E FORMED. SAWED, OR TOOLED TO A I" MIN IMUM DEPTH WITHIN
24 HOURS OF CONCRETE PLACEMENT. MAXIMUM JOINT SPACING FOR UNREINFORCED SLAB
IS AS FOLLOWS:
3-IJ2* SLAB: 8 FEET D.C. EACH DIRECTION
4'SLAS: 10 FEET D.C. EACH DIRECTION
• WELDED WIRE FABRIC (W.W.F.) WWWI.4XWI A. WELDED WIRE FABRIC SMALL BE FURNISHED IN
FLAT SHEETS (ROLLS NOT PERMITTED) AND SMALL CONFORM TO ASTM A4 064 AND HAVE A
MINIMUM SIDE AND END LAP OF 0 M>IE&
• MICRO- OR MACRO- SYNTHETIC FIBER REINFORCEMENT
FIBER LENKITHS SMALL BE 1/7 TO 2-1/4'IN LENGTH. DOSAGE AMOUNT 94ALL BE FROM 3/4 TO
&0 POUNDS IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATION& SYNTHETIC
FIBERS SMALL COMPLY WITH ASTM Cl I 16. THE MANUFACTLW43VSUPPLJER SHALL PROVIDE
CERTIFICATION OF COMPLIANCE WITH ASTM Cl I 16 WHEN REQUESTED BY THE BUILDING
OFFICIAL.
16. CONTROL JOINTS SHALL 13E FURNISHED WITH A FULLAENGTH KEYWAY CENTERED ON MEMBERS.
V44EFIE 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 POC14EM OR RECESSES IN CONCRETE WORK FOR COLUMNS AND BEAMS AS REQUIRED
EVEN IF NOT SHOWN ON THE DRAWINGS. PROVIDE CONCRETE FILL AFTER BEAM ERECTION.
I e. CURING OF CONCRETE SURFACES SHALL CONFORM TO ACI 308.1 'STANDARD SPECIFICATION
FOR CONCRETE CURING"AND ACI 3M *GUIDE TO CURING CONCRETE'.
FOUNDATION NOTES:
I . CONTRACTOR SMALL VERIFY ALL. CONDmoNs, INCLUDING UNDERGROUND UTILMES AND FIELD
MEASUREMENTS AT JOB SITE AND REPORT ANY DISCREPANCIES TO OWNERS 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 (MINIML" AND SEAL WITH ADHESIVE.
4. WHERE FOOTING STEPS ARE NECESSARY, THEY SHALL BE NO STEEPER THAN ONE VERTICAL TO
TWO HORIZONTAL U.N.O.
5. FOOTINGS SMALL 13E CENTERED LINDER COLUMNS AND WALLS UNLESS SPECIFICALLY DETAILED
OTHERWISE ON THE DRAWINGS.
S. 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 SMALL 13E RE -INSPECTED 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 18 COMPLETE.
8. A GEOTECHNICAL ENGINEER REGISTERED IN THE STATE OF WORK PERFORMED SHALL INSPECT
THE CONDITION AND ASSURE THE ADEQUACY OF ALL SITE PREPARATION, SUBGRAIDES, FILLS,
BACKFILLS BEFORE PLACEMENT OF FOUNDATIONS, FOOTINGS. MASS AND WALLS. HESHALL
SUBMIT REIKW TO THE ARCHITEGUENGINEER DESCRIBING HIS INVESTIGATIONS OF ANY
NON -CONFORMING WOW,
BACKFILLING:
I . DO NOT PLACE SACKFILL AGAINST FOUNDATION WALLS - DESIGNED AS SUPPORTED AT TOP AND
BOTTOM - UNTIL BASEMENT LEVEL AND FIRST FLOOR SYSTEM ARE IN PLACE SHORE ANO)OR
BRACE WALLS AS REGUIRED IF SACKFILUNG OPERATIONS ARE TO BE CARRIED OUT PRIOR TO
PLACEMENT OF FLOOR SYSTEM.
2. WHERE aACKFILL 15 TO BE PLACED ON BOTH SIDES OF FOUNDATION WALLA PROVIDE A
BALANCED aACKFILL 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. aACKFIUL MATERIAL SHALL CONSIST OF CILEAN, WELL GRADE GRANULAR SOIM FREE OF
ORGANIC MATERIAL AND BE COMPACTED TO 95% OF MAXIMUM DENSITY. AS DETERMINED BY
THE MODIFIED PROCTOR METHOD (ASTM DISM, IN LIFTS NOT EXCEEDING 8 INCHES.
KASONRY NOTES:
I . CONCRETE MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530, -BUILDING CODE
REOLAREMEATTS FOR MASONRY STRUCTURES* AND 94ALL 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 - I RM PSI U.O.N. MASONRY SHALL. HAVE A 7EXTURE SUITABLE FOR STUC00
APPLICATIONS WHERE ARCHITECTURAL DRAWINGS INDICATE STUCCO APPLICATION.
3. CONCRETE MASONRY UNITS SHALL BE LAID IN RUNNING BOND.
4. MOFFIAA FOR ALL MASONRY WALL CONFORM TO ASTM C270 WITH MINIMUM COMPRESSIVE
STRENGTH OF 21000 PSI. MORTAR BELOW GRADE SHALL BE TYPE L41. ELSEWHERE MORTAR MAY
BE EITHER TYPE M OR S UNLESS SPECIFICALLY INDICATED OTHERWISE. USE EITHER PORTLAND
CEMENTIUME OR MASONRY CEMENT FOR MORTAR
5. GROUT SHALL CONFORM TO ASTM C470 WITH NNNIMUM 28-nAY COMPRESSIVE STRENGTH OF
Z500 PSI.
6. STEEL BAR REINFORCEMENT SMALL CONFORM TO ASTM AM 5, GRADE SM
7. VERTICAL CELLS CONTAINING REINFORCING AND GROUT SHALL FORM A CONTINUOUS CAVITY,
FREE OF MORTAR DROPPINGS.
8. VERTICAL CMU WALL REINFORCING SMALL BE AS NOTED ON THE DRAWINGS. DOWELS TO
CONCRETE FOUNDATION TO MATCH SUE AND SPACING OF VERTICAL RENFORCING UNLESS
NOTED OTHERWISE. REINFORCE CMIJ CORE AT CORNERS, EACH SIDE OF CONTROL JOINTS AND
EACH SIDE OF WALL OPENINGS WITH (+#S CONTINUOUS VERTICAL REINFORCING BARS..
9. HORIZONTAL BOND BEAM AND VERTICAL REINFORCING SMALL 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 SMALL CONFORM TO THE REQUIREMENTS OF
THE CONCRETE NOTES.
BAR SIZE
LAP SPLICE LENGTH
SEND DIAMETER
ACI HOOK
#4
2(r
31
1 w
#5
25"
3,VC
Icr
#6
3,r
4-1/7
111
PRE-ENGINEERED ROOF TRUSS NOTES:
I . 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 ANSVTPI I 'NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD
TRUSS CONSTRUCTION.' FINAL PRE-ENGINEERED ROOF TRUSS FRAL41NO LAYOUT AND DESIGNS
TO BE BY ROOF MANUFACTURERS DELEGATED ENGINEER
2. ROOF TRUSSES SMALL 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 RECORDOR FOR MANS 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 UPLIFULATERAL LOADS IMPOSED
4. TRUSS MANUFACTURER SHALL PROVIDE HANGERS AND CONNECTIONS ADEQUATE FOR LOADS
AT ALL TRUSS -TO -TRUSS, TRUISS-TO-SEW AND BEAM -TO -TRUSS CONNECTIONS.
S. REFER TO ARCHITECTURAL DRAWINGS FOR TRUSS SHAPE, OVERHANG6 DIMENSIONS, SLOPES,
SPANS, DRAINAGE. GEARING WALL HEIGHTS, ETC.
6. THE POSITIONS, WEIGHTS, AND MEI`HO05 OF ATTACHMENTS OF ALL MECHANICAL UNITS,
ELECTRICAL FIXTURES. PLUMBING. FIRE SPRINKLER% ETC WALL BE INCLUDED IN THE DESIGN
OF THE TRUSSES BY THE TRUSS MANUFACTURER SEE ARCHITECTURAL DRAWNC38 FOR ATTIC
ACCESS S12E AND LOCATIONS.
7. SUPERIMPOSED LOADS FROM SECONDARY FRAMING (I.E. SOFFITS. PARAPETS, VALLEY FRAMING6
UPPER TRUSSES. ETC) SMALL BE INCLUDED IN THE DESIGN OF SUPPORTING TRUSSES.
S. CONTRACTOR TO PROVIDE TRUSS BRACING PER BCSI-63 IN ADDITION TO PERMANENT BRACING
SHOWN ON THE TRUSS DESIGN PROVIDED BY THE DELEGATED TRUSS ENGINEER
PRE -APPROVED FIELD REPAIR NOTES:
I MISPLACED DOWEL REPAIRTHIS NOTE DESCRIBES ALTERNATES TO MITIGATE THE CASTING OF
REBAR VERTICAL REINFORCEMENT AT AN INCORRECT LOCATION.
IF THE WALL HAS NOT BEEN BUILT: ORILL AND EPDXY #5 REBAR (36' I.G.) INTO THE THICKENED
EDGE OF SLAB AT THE CORRECT LOCATION. AS WALL IN CONSTRICTED, LAP REBAR IN
ACCORDANCE WITH MASONRY NOTES LAP SCHEDUILF, PLACING A HOOKED BAR NTH 12- LAP AT
THE TOP OF WALL WITH THE CONTINL60W REBAR IN THE TIE BEAMAIOND BEAM. COMPLETE
GROUTING OF WALL
IFIHE WALL HAS ALREADY BEEN BUILT: PRIOR TO GROUT PLACEMENT, OPEN THE WALL AT THE
CORRECT LOCATION APPROXIMATELY I W 00 x 4" (W) AT FLOOR LEVEL DRILL AND EPDXY #5
REBAR (32- I.G.) INTO THE THICKENED EDGE OF SLAB, LAP VERTICAL REINFORCEMENT IN
ACCORDANCE WITH MASONRY NOTES LAP SCHEDULE, PLACING A HOOKED BAR NTH I r LAP AT
THE TOP OF WALL WITH THE CONTINUOUS REBAR IN THE TIE SEAM/BOND BEAM. COMPLETE
GROUTING OF WALL
2. MISSINGANSPLACED ANCHOR SOLT: ALTERNATE SILL PLATE ANCHORAGE SOLUTIONS
KIDOONCIP11111111t
A IrZW ITTEN HO WITH I V4* MINIMUM EDGE INSTANCE AND 0' MINIMUM END DISTANCE IS A
DIRECT 1:1 REPLACEMENT FOR A 1/2* DIAMETER ANCHOR BOLT WITH r EMBEDMENT INTO
CONCRETE.
A IJ7 THREADED ROD SET46 EPDXY r EMBEDMENT WITH I-W MINIMUM EDGE DISTANCE AND
7-1,7MINIMUM END DISTANCE IS A DIRECT 1:1 REPLACEMENT FOR A 1/2"DIAMETER ANCHOR
BOLT WITH r EMBEDMENT INTO CONCRETE -
KID Man rLLED MAIllow WOMUL
A I IrW TITEN HD WITH I V4" MINIMUM EDGE DISTANCE AND W MINIMUM END DISTANCE ATW-W
D.C. REPLACES A 1 /r DIAMETER ANCHOR BOLT WITH r EMBEDMENT AT f-Ir D.C.; LIKEWISE A
I IrW TITEN HID WITH I V4" MINIMUM EDGE DISTANCE AND r MINIMUM END DISTANCE AT 24r
D.C. REPLACES A 1/2' DIAMETER ANCHOR BOLT YmH r EMBEDMENT AT w-w D.C..
3. SIMPSON MASA SILL ANCHORS MAY BE USED AS AN ALTERNATE TO THE ANCHOR BOLTS AND
SPACING NOTED HERE -IN ACCORDING TO THE FOLLOWING TABLE:
BASIC WIND
SPEED M"
MAXIMUM
SPACING
<140
9-M
140
Il_r
ISO
11-7
NOTES:
1. MASA SPACING BASED ON NO MORE THAN ONE IN THREE INSTALLED WITH ONE LEG
INSTALLED VERTICALLY ATTACHED TO STUD
MISSINGIMISPLACED TRUSS STRAP ANCHOR: REFER TO 'PASSED TRUSS STRAP REPAIR" DETAIL
WITHIN DRAWINGS.
FDA MISLOCATED TRUSS ANCHORS WHICH ARE GREATER THAN 118" BUT LESS THAN I -W FROM
THE FACE OF THE TRUSS. A SHIM SMALL BE PROVIDED AND NAIL LENGTH INCREASED TO
PENETRATE THROUGH BOTH PLYS OF MATERIAL P.E. 3- LG, NAILS). WHEN GAP 18 GREATER THAN
1 -1 IV, INSTALL NEW ANCHORS.
MASONRY WALL OVERHANGING SLAB
< SW NO REPAIR REDD
5/8' < OVERHANG < I-W GROUT SOLID BOTTOM 3 COURSES OF AFFECTED WALL LENGTH
>I-Ilr CONTACTENGINEER OF RECORD FOR REPAIR
NOTCHED TOP PLATES & STUDS REQUIRING REPAIR
AT WILM STRUCTURAL REPAIR IS REQUIRED AT STUDS WHEN A STUD IS NOTCHED TO A DEPTH
GREATER �HAN 25% OF THE WIDTH IN BEARING WALLS, OR 40% IN NON -LOAD BEARING WALLS;
OR WHEN A HOLE IS DRILLEDIBORED TO A DIAMETER EXCEEDING 40% OF THE STUD WIDTH IN
BEARING WALLS, OR 80% OF THE STM WIDTH IN NON41EARING WALL& IF THE MAXIMUM
HOLENOTCH SPECIFICATIONS ARE EXCEEDED THEN A STUD SHOE MUST BE INSTALLED. STUD
SHOE REPAIRS ARE AS FOLLOWS: FOR 2X STUD USE HS82-SOSI.5 WITH (I 2)-1/4Xl-Ilr BIDS
SCREWS. FOR MUL11-PLY 2X STUDS USE HS82--*--SDS3 WITH (1*1/41" SIDS SCREWS, WHERE
'ir CORRESPONDS TO THE NUMBER OF STUDS IN THE MULII-PLY.
AT 7W PLATIM 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 18
COVERED BY WOOD STRUCTURAL PANEL SHEATHING), OR THE PLATES ARE CUT THROUGH. THE
REQUIRED REPAIR IS A GALVANIZED I6.GAUGE METAL TIE THAT IS AT LEAST 1-1 /2* WIDE AND
MUST BE FASTENED WITH (01-1 OD NAILS ON EACH SIDE OF THE OPENING.
* Fiel&sftne
C.OJL# ARCHITECURE:
AA26002802
C.O.E.# ENGINEERIN6::7�
29349
13 IBRAHEM ELAYEB, PE
P.E.# 91476
BENJAMIN NIESE, PE
MASONRY NOTES (CONTINUED):
10. REINFORCING BARS SMALL 13E HELD IN POSITION BY VOW TIES OR OTHER APPROVED MEANS TO
ENSURE DESIGN LOCATION AND LAP. PLACE BARS AND LAP PRIOR TO GROUTING.
11. GROUTING OF MASONRY WALLS SMALL CONFORM TO RECOMMENDED PROCEDURE FOR'LOW
LIFT GROUTINWOR 'MGM LIFT GROUTING* AS OUTLINED IN THE NCMA-TEK 3-2A - GROUTING
FOR CONCRETE MASONRY WALLS AND ACI S30/ASCE 5 SPECIFICATION FOR MASONRY
STRUCTURE& GRIDUT LIFTS SHALL NOT EXCEED 5 FEET WITHOUT MECHANICALLY
CONSOLIDATED (VIBRATED) GROUT POURS.
12. LIFTS OF GROUT SMALL BE KEYED 4 INCHES 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 PI.ACF, AND THE MASONRY HAS REACHED 75% OF THE REQUIRED STRENGTH PM.
BRACING SHALL BE PROVIDED IN ACCORDANCE NTH OSHA - CONSTRUCTION SAFETY
STANDARDS FOR MASONRY WALL BRACING AND NCMA TEK348 -'BRACING CONCRETE
MASONRY WALLS DURING CONSTRUCTION.*
WOW FRAMING NOTES:
I . STRUCTURAL SAWN LUMBER SMUCTURAL COMPOSITE LUMBER, AND CONNECTIONS HAVE
BEEN DESIGNED IN ACCORDANCE WITH THE 'NATIONAL DESIGN SPECIFICATION FOR WOOD
CONWRUCTIONL' NOS)
2. PLYWOOD HAS BEEN DESIGNED IN ACCORDANCE WITH 'PANEL DESIGN SPECIFICATION.'AND
SMALL CONFORM TO 'VOLUNTARY PRODUCT STANDARD PSI CONSTRUCTION AND INDUSTRIAL
PLYYVDOO.-
3. ORIENTED STRAND BOARD (OSB) 94ALL CONFORM TO "VOLUNTARY PRODUCT STANDARD PS2
PERFORMANCE STANDARD FOR WOOD -BASED STRUCTURAL -USE PANELS*.
4. ALL BEAMS AND HEADEM SMALL M M-PLY UJIL0.
5. WOOD SILL RATES AND WOOD WALLS SUPPORTED ON CONTINUOUS CONCRETE OR MASONRY
SMALL BE ANCHORED WITH ur DIAMETER cAsT4N-PLAcE ANCHOR BOLTS WITH r EMBEDIAEN`T,
4- (MINIMUMI]l AND 12- (MAXIMUM) FROM END OF SILL PLATE(S), LOCATED WITHIN THE MIDDLE
THIRD OF THE SILL PLATE, WITH NUT AND 3-xrW2W WASHERS AT THE ANCHOR SPACING
BELOW
MAXIMUM ANCHOR BOLT SPACING - 7-V D.C.
REFER TO 'PREAPPROVED FIELD REPAIR NOTES'SECTION FOR ALTERNATE ANCHORAGE
APPROVALS. FOR OTHER AN04ORS NOT LISTED, SUBMIT TO ENGINEER OR RECORD FOR
REVIEW.
6. ALL LUMBER IN CONTACT NTH EARTH. CONCRETE, OR MASONRY - AND WOOD BEAMS
POCKETING INTO CONCRETE OR MASONRY WALLS HAVING CLEARANCES LESS THAN I/r ON
TOP, SIDES, AND ENO(S) SMALL BE PRESSURE TREATED OR SEPARATED WITH AN IMPERVIOUS
MOISTURE BARRIER
7. STRUCTURAL SAWN LUMBER SMALL BE SPRUCE -PINE -FIR NOA /NO.2 OR BETTER U.N.O. WITH
BASE DESIGN VALUES:
F,-875PSI F -425PSI FT-45OPSI Fc-IISOPSI Fv-135PSI E-140OKSI
WITH THE �&�FIE CONTENT OF THE WOOD IN SERVICE WILL NOT EXCEED I ow
8. BEARING AND EXTERIOR WALL STUDS SMALL BE CAPPED WITH DOUBLE (2X) TOP PLATES
INSTALLED TO PROVIDE OVERLAPPING AT CORNERS AND AT INTERSECTIONS. END JOINTS IN
DOUBLE PQ TOP PLATES 914ALL BE OFFSET AT LEAST 24 INCHES AND SHALL BE NAILED WITH
NOT LESS THAN (". 182-4- 1 Ir 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.2 OR BETTER VAIN BASE DESIGN VALUES:
F,-IIOOPSI F -565PSI FT'GMPSI FC-145OPSI Fv-i75PS] E-14WKSI
WITH THE MOISTUA CONTENT OF THE WOOD IN SERVICE WILL NOT EXCEED IM
9. STRUCTURAL COMPOSITE LUMBER SHALL CONFORM TO ASTM 0 5456 WITH THE FOLLOWING
ALLOWABLE DESIGN STRESSES
5111113FIGILLAIIII W. PARIP1111M Hill. M T� LML
E - 2000 KSI E - I SIXI KSI E - 1300 KSI
F, - 2800 PSI F, - 2400 PSI F, - 1700 PSI
(') - 'BOOZER BEAM 2-1 E` ARE AN ACCEPTED ALTERNATE TO PSL COLUMNS SPECIFIED
ON PLANS PROVIDED THE 130OZER BEAM 2.1 IT IS OF EQUAL OR GREATER SECTION
DIMENSION TO THE PSL COLUMN A14D OF EQUAL OR LESSER HEIGHT
10. FLOOR SHEATHING SHALL BE 2=2 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-AND43ROOVE. FLOOR SHEATHING SMALL 13E GLUED AND NAILED TO SUPPORING
MEMBERS. ADHESIVE SMALL MEET APA SPECIFICATION AFG.01, APPLIED IN ACCORDANCE WITH
THE MANUFACTURERS RECOMMENDATIONS. PROVIDE 0.1 31'x2- 1 Ir COMMON MAILS AT 6 INCH
O.0 ALONG SUPPORTED PANEL EDGES AND 12 INCH O.0 AT INTERMEDIATE SUPPORTS.
11. FOR INTERIOR WALL HEADERS PROVIDE fl)-2X 4ACKSTUD AND 1*2X KING STUD U.N.O. ON
DRAVVINGS,
12. FOR EXTERIOR WALL HEADERS PROVIDE (I)-2xJACl( STUD AND (I �Zc KING STUD, MINIMUM.
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14. LOAD BEARING WALLS SHALL BE CONSTRUCTED WITH 2X STUDS AT 16' O.C. MAXIMUM U.N.O.
NON -LOAD BEARING PARTITION WALLS SMALL BE CONSTRUCTED WITH 2X OR METAL 87LODS (18
GA. MIN.) 0 24- O.C. MAXIMUM.
I S. STUD COLUMNS UNDER LOAD BEARING POINTS OF GIROERSWAMS SHALL MATCH THE
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BLOCK ALL GIRDERIBEAMS THRU FLOOR SYSTEMS AND TO THE FOUNDATION.
16. WHEN NOT 94OWN ON DRAWINGS OR DETAILS, THE NAILING SCHEDULE FOR WOOD FRAMING
ELEMENTS MALL COMPLY WITH THE IRC TABLE RIP"I).
17. FLOOR SYSTEMS ARE DESIGNED BY THE TRUSS ANDIOR WOOD I- JOIST MANUFACTURERS
DELEGATED ENGINEER AND BE IN CONFORMANCE WITH THE LOAM A DEFLECTIONS IDENTIFIED
IN THE DESIGN CRITERIA NOTES SECTION. INSTALL PER MANUFACTURERS RECOMMENDATIONS,
NOTES, AND DETAILS. FLOOR FRAMING CONCEPT LAYOUTS SHOWN WITHIN THE DRAWINGS ARE
FOR ILLUSTRATIVE PURPOSES ONLY TO 08-OCT FLOOR SYSTEM -TO -WALL CONNECTIONS.
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AND REVIEW FROM THE ENGINEER OF RECORD PREFABRICATED WOW I -JOIST SMALL
CONFORM TO ASTIM 0 SM&
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PARTIALLY ENCLOSED AREA.% INCLUDING BUT NOT LIMITED TO LANAIS. PORCHES, AND
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2. THE SOFFIT DESIGN PRESSURE IS AS 140TED IN THESE DOCUMENTS, WITH KAYCAN VINYL SOFFIT
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DATE
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opnop, MUST SE USED FOR CONTINUOUS LOAD PATK
L INSTALL TYPICAL TRUSS CONNECTOR THMM OCT
SHEATHING INTO DOUBLE TOP PLATES, EXT
94EATMOO a CONTINUOUS AND WILL TRANSFER
COMS"m OEM A UPLIFT.
6, INSTALL TYPICAL. MASS WINECT011 FROM TRUSS TO
Top PLATE ON MOVE OF THE WALL ADDITIONALLY
N STALL LTS 12 TOP PLATLITO 4 IT U D C 014NECTORS 0 FA
STUD. Off. SHEATHING 18 CONTINUOUS AND WILL
TRANSFER COMBINED OEM & UPLIFT.
INSTALL TIMM. TRUSS SCRIEWS FROM TRUSS TO TOP
=Z� MO VILL
4`111f7c.11'r
22 Itr
OPT
3(r TRUSS OR
RAFTER
SOW
C158M
OVERHANG
PER
11r-1 3w
SMA -' CONFAIRM711ONAL 8011=11m M,CONFAIRAPATI101111111
(TRUSS OFFSET FROM STUD) (TRUSS ALIGNED WITH STUD)
INSTALL THROUGH TOP PLATE IINSTALL THROUGH TOP PLATE
INTO TRUSSRUWTER INTO TRUSSRAFTER
TRUSS OR
RAFTER TRM OR RAFTER TRUSS OR RAFTER
TF" — I —
+ (2) SDWCl 5000 M EDINCI 5@MDD (2)S tjiD!
(2) DWCI 5�0=00
4D (ID
OVERKV40 OVERHANIG OVERHANG
PERPLAN
Ifir PER PLAN PER PLAN PER PLAN
t3W
Sw-lNr W-1 lie 1 -11 1 -7ff ljr-?Ar
DOUIUSUNQ
FSET FROM STUD) INSTALLED THROUGH
I[TRUSS OF
(TRUISSAILIONEDVA[TH STUD) INSTALL THROUGH TOP PLATE INTO TRUISSARAFTER INTO TOP PLATE
OPTIMAL OPTIMAL INSTALL THROUGH TOP TRUSSIRAFTER
PLATE INTO TRUSSNtAFrER
WIMM DMU70P PLATE 8000NIMUM 111101r2m
CONTINUOUS CONT.2X4(MI )w/ ING PER PLAN
STRUCTURAL (2)10d=
0 2X4 BLOCKING AT STRUCTURAL SHEATHING. SHEATHIING, SEE It,
I, (SEE PLAN FOR PLAN FOR AT
D.C. VW (2) 12d TOENAILS 2X4 OUTRIGGER 2r O.C, REUD AT
EA, END TO TRUSS ATTACHMENT) ATTACHMENT ... EA. OVERHANGS GREATER THAN 16. OUTRIGGER TO
I Od TOENALS 0 ATTACH TO GABLE DROPPED TOP CHORD
PFIE4340INEEFED r D.C. TRUSS TO ; . , "' TRUSS (3)10d
BOND BEAM PER TRUSSES AT 24- D.C. TOP PLATE ZONTAL SPACE. W/ TYP TRUSS CONNECTOR PER PLAN
- =EA SIDE STRUCTURAL -,,
PLAN AND SCHEDULE WALL FRAMING T— -TE SHEATHING PER DFKWMIWQAMWV
Ir CMU WALL, SEE SHEATHUNG PER PLAN PER PLAN Wool) 0(4 KDCWM 0 CONT. 2X4 (wP REOD AT 170 MP14 OR a�TER
PLAN FOR VERT. POW. META16ATBILOCKING EDGE NAILING SHEATHING EDGE (2) 10d US
IN UIEU OF BLOCM48 AND W/ (2) 10d 0 EAL AT
END TO ADJACENT 2X4 LADDER 3
EDGE NAILING SHOWN TRUSSWIEB w D.C.=) AT BLOCKING AS RECIUVRED
WAILWAMOONMWAMIFONOW imirm WITHIN THE M" IT IS (OR BOTTOM OVERHANGS LIP TO 11r. FOR BRACING BY TRUSS
ACCEPTABLE TO USE CHORD NAILING ATTACH TO TRUSS TOP MANUFACTURER.
'EDGE NAIL SPACING TO PERMANENT TRUSS
\��W�TOSCALE R;;;= BOTTOM CHORD OF TRUSS AS SHOV*4 CHORD * (2) 18d NAILS SPACING PER TRUSS
TO TRANSFER LOAD. ATIVOC. I I
TOE-NAL m"BILOCKING0 GABLE TRUSS %W SEE REQUIRED MANUFACTURER 0 104r
SHEATHING EDGE VW VERTICAL AS BRACING PER TRM MAX SPACING.
STRUCTURAL EDGE NAALJMNGf-4/" (2) 1 Od 0 EA. END NOTED IN THE MANUFACTURER (i) ADDITIONAL FLAT 2X4
SHEATHNG PER PLAN SHEATHING TO ADJACENT STUD FRAMING SH�EET (La ISM REOMTS) WITH BLOCKING
PRE-ENGINEERED 8PIUM801110OHM TRUSS NOTES EXTENDING A MIN. OF R
TRUSSES AT W D.C. TRUSS SAYS PLACED
PERMANENT
TRUSS STRAIP PER PLAN R 10d NAILSO M 10d NAILS 0 TRUSS SPACING
EA. TRUSS CHORD EA. TRUSS PROVIDE 2xl Prr PLATE Wi IM DIAL x OFAILTINGINS-WMAX.
NAIL BOTTOM CHORD OVERALL SPACING)
OF GABLE TRUSS vw ANCHOR
12cftr$AT4'0.c. PL WASHERS AND r BASED. NOTC1
AS
EXTERIOR A35 :1 5 MAS01 HORIZONTAL 2x BLOCKING OVER PLATE BLOCKING BETWEEN
L. BOND BEAM, UNTEL BEAM FIRST 3 SAYS OF
el cm =%V" -ING PER PLAN SEE PLAN FOR OR RAKED BEAM PER PLAN. FOR RAKED FRAMING 10
—T
SEE 4=PLM." SEM 0 VAULTED CONDITION. SEE PILAN PERSAAMENT SPACING
VERT. REINF. AND DETAIL W/100194-O.C.
BRACW@ PEFENDIDIM BK WALL PONOW limma WEEM71=10MMIAL 111/01/211123
\��NarTO WALE R';" 1��
nr -10% 3 'r - 10% V - 10%
x HOUSE WIDTH HOUSE WOTH FAXM W11 OTH 3 (8) 1 Od NALS
ENGINEERED WOOD ROOF
EA.STRAP TRUSS AT W O.CL MAX
T (1) 2 3 (D 2
YA OuAmTTw OF MISSED TRUSS
STRAPS NSSED EXCEEDS N
x CONSECUTIVE LOCATIONS. INAITALL
HGAMIOKTA w (,+1A4%d-3W MASONRY
RIDGE
RIDW RIUMM SOREM TO TOP OF WALL &
(D (4)-1 /M -l1r SIDS BORIEWS To TRUSS
END (D_ TO AFFECTED MISSED TRUSSES
x NL-
J4 TYPICAL CMU WALL
111112peff0m
i
1
1 2
1 3
AN RATED SHEATHIING
ITE
Sd RING
PANEL 0 SUPIKIFTS (1)
Ir D.C.
r O.C.
4'O.0
OR
SHAW
Tilk 1513r SPAIN RATED SHEATHING
0.1 tT x 2-W
OR
PANEL FIELD (1)
Ir D.C.
ar O.C.
ar O.C.
I
METAL I SW SPAN RATED SWATHING
Mmm
1. LONG SIDE OF SHEATHING TO W PERPENDICULAR TO TRUSSES OR RAFTERS -TYPICAL
2. EDGE SPACING ALSO APPLIES OVER GABLE END WALLS OR TRUSSES.
I FASTENING ZONES 2 AND 3 ARE EQUAL TO 10% OF TOTAL HOUSE WIDTH, DIMENSION 'r OFFSET FROM ROOF RM
W WIDE HOUSE - I ZONF, 40 WIDE HOUSE - It ZOME- SO WIDE HOUSE - IF ZONE. W WIDE HOUSE - f ZONE
(I)SNPOONNTSM16(m
APPROVED EQUAL) AT
EA MISSED LOCKTION
(4)1AVx2lJ0
MASOMAY SCREWS
AT EA. STRAP
CONDIT1101111110pum
1. UPLIFT VALUE FOR TRUSS LOCATION DOES NOT EXCEED 1.110 ba. UPLIFT.
2. NarACCEPrABLEONMLILTWtYTFRMAPPLIrATK)NL
IF FIELD CONDITXX% DICEED CONDITIONS OF USE CONTACT ENINNEER OR
ARCHITECT OF RECORD FOR APPF40PFKATE SOLUTTICAL
WNIUMATTAG"MiM PAAXIMUM OF 150 MPH EW Q 1 1101AM -- IlAmram
Rl3�M=7=SWffM
ST F;�71110 T SCALE RZ130
STRUCTURAL Tw
SHEATHING PER PLAN CONNECTOR
PER PLAN
CoNT. X" w/ m N
12d NAILS
SEE REQUIRED
-ER TR 88
MAhlUFACTURER
ALT. OUTILOONER
(MQU AT 17UMF" Ui�ATEM
CONT. 2X4 Wl M 12d NALS
STRUCTURAL SHEATHING
PRE431IGINEEFIEDWOOO
TRUSSES AT r-W D.C. MAX
FASCIA,
(SEE ARCH. DWG.)
VALLEY SET
TRUSSES 0 2r OJC�
MIN. r LONG 20 =mljEy 8 U-1
GA. RAT STFIAP�� 2WWO.C.
04EATHM
PER PLAN
U_
LJ(l) Bawl 5wo
TRUSS CHORDS
W/ (3) 10d EA TRUSS SCREW
END. TO EVERY
OR TRUSS BELOW
VALLEY GET
TRUSSES 0 2C D.C.
SHEATHING
PER PLAN
-------------
0 EA VALLEY
TRUSS L TO COMMON
T—WM—:/4(3) 10d GUN NAILS
BOTTOM CHORD OF VALLEY
TRUSS NAILED TO PURUN 14
I Od GUN NAIL 0 Ir D.C.
111/01mm
\��NarTO WALE F;�
2X4 LADDER FRAMING AT 2-r
2X4 BLOCKING AT DIAGONALS ONLY. ATTACH AT EAL END W
O.C. REO'D AT OVERHIANGS
(2) 12d TOIENAILS. MAIL SI-EATHIING TO BLOCKING AT Ir D.C.
GREATER THAN I r, ATTACH TO
wl MIN * W MAIL$. BLOCVA SAYS BACK FROM GABLE TAM.
TRUSS TOP CHORD w/ (2) 1 Od
VIA SECOND BRACE IS REQUIRED.
NAILS AT W D.C.
NNL TO OPPOSITE SIDE OF BLOCKING.
STRUCTURAL
1. AT VERnCALS 74r TO df4r USE ONE ZKA V BACK
SHEATHING
PSI PLAN
2. AT VWTICALS OVER N-V TO 9-0 USE M 2X4 'V BACKS (1
EA. SIDE) (OR FRAME PER CASE 3 BELO".
3. AT VElRnCALS OVER ff�C TO 13`4r USE ONE 2X4 V BACK
AND AN ADDITIONAL DIAGONAL BRACE IS RECIUIRED AT THE
PEAK AND AT EVERY OTHER VERTICAL MEMBER IN THIS
RANGE ATTACH THE DL40ONAL AT MID. HEK*fr AND TO THE
f,
BLOCKING BELOW THE ROOF SHEATHING W (5) 12ft AT EA.
SEE PLAN FOR
END. IN ADDITION TO THE SECOND DIAGONAL, A
ATTACHMENT OF
STRONGBACK IS ALSO REQUIRED AT THESE VERTICALS AND
MUST BE ATTACHED TO EA. -L' BACK WITH (2) 12ft AND ONE
ALL STRUCTURAL
SIMPSON HE OR ONE USP FITE CONNECTOR
SHEATHIING.
SKM
SIDE NAIL ALL'V BACKS AND STRONGBACKS v# 12th AT V
12.
BLOCKM
D.C. NOTCH 'L* BACK13 AT TOP AND BOTTOM.
PRE-ENGINEEPIED WOOD
TRUSS ANCHOR TRUSSES AT r-W O.C. MAX
PER PLAN
CMU WALL PER PLAN FASCIA (SEE ARM
SHIE"
TRUSSANCHO�
PER PLAN
FRAMING PER PLAN
PARTIAL WOOD BEARING
8 HPTRIMMUDEUPWIM11M "MrAn
w—p R;Z;00
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,UNA" PER" `WLT0
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BRAMNSIRSIN ..IAW.PM
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erpoicILML MWVAE EA SO
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US MASONS �7�1 — N-p pffl�
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29349
(3 IBRAHEM ELAYEB, PE
P.E.# 91476
0 BENJAMIN NIESE, PE
P.E.# 86025
02/13/2024
DATE
No. 8
OF
Illifill"ll
MMhlgan
3400 Aubum Rd
Sufte 200
Aulbourn Hk MI 48326
+1248.622 4035
129M Tarnpa Oaks Blvd.
sufte 150
Tarnpa, FL 33637
+1813.46&3310
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SHEU NAM
DUAILS -
ROOF
SwEr Al
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EXTERIOR WALL SHEATHING
SHEATHING
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PNSSL
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ALLEDGES
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&V
STRILICTURAL
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SINGLE NMAIL EDGE SPACING
1128
F---NNL EDGE SPACING
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NALM THK304M AND SIP431MN AXIS
PERPILAN ORIENTATION AS WALL SHEATHING
(�-n" ASSTMOAL IUMAM
)MM SCALE %;ZITO
EXTERIOR WALL SHEATHING_
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INALIPANIELEDGE1
SIZE
NNILINIG
SPACING
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7/IV
SHEATHING
1 ad
1 7 O.Q
I 17O.C.
ALLEDGES
PANEL EDGE
NAILING
CHORD
`NMEBONAM DUAL
T SCALE
INT. FINISH WOOD BUICK ATTACHMENT: AL�
, QZ
INCUP10111111F.T.W=70 mm
IxWOOD
Ix P.T. SLICK MATCH FRANS WIDTH. BUILT-UP THICKNESS � 2
4.
ATTACH W'r NAILS 0 4 IW - 1/4W MASONRY
ATTACH FROMENOSANDIr D.C. SCREW 0 W FROM ENDS
W94DOW PER REMAINDER. ATTACH AND Ir D.C. REMAINDERL
FLORIDA
WP43M THRU BUICK INTO W I IW EMBEDMENT
PRODUCT MASONRY PER FLORIDA
PRODUCT APPROVAL
ELEVATION
8 w TYPOLWNDONATrACReff DErAL 12ti 7r1W
�G�SCALE ZZ7140
PRE-ENGINEIMED TRUSS PER MANUF 0 2V O.C. MAX;
ATTACH TYP TRUSS STRAP PER PLAN 0IOT SHCAI"
(6) 0.149W FACE NALS THRU W43
STUD TO HEADER NK 3 EA PLY.)
HEADER STRAP REOININT PER TABLE
UILT BASIC
WIND 93EM
HOR MAX
CLR SPAN
STRAP
REMINIT
-cMMPH
4 Fr
LgrAIS
5140 MPH
9 Fr
I MSTCIIS
100 MP H
s Fr
msTA24
AT FOUNDATION CONDITION - HOLD
DOWN REQUIREMENT PER TABLE,
LILT BASIC MDR MAX
WIND SPEED CLR &-AN HD REQWrr
51140 MPH 4 Fr OTT2Zw/WIWII1-1ff
a Itrw TITIN HDI
114OMPH 9FT Hrr4V#(I8KI4"-1MTO
fame & WW TITERI HD-
11SOMPH 5 Fr DTT2ZwI!(I*IWxI-1,7
&lr^WTFTENHD*
M� 2x STUDS. SPACING PER
INSTALL SINIPSON SSP PLATE TIES 0
W D.C. ALTERNATING SEE OF THE
WALL FROM TOP PLATES INTO RAISED
HEADER BELOW OVER OTING, TYP
SM HEADER CONFIGURATION
MEWED FROM INTERIC"
AT CRAWLSASEMENT COMMON. ITTEN HO SHALL BE SUBSTITUTED FOR ATR
O*F SAM DIAMETER MLL & EPM V M 14 011011TO FOUNDATION MALL
.�wPcALwM@ffAFMwAiL
EXTERIOR CMU WALL
GARAGE DOOR AM
TRAM INSTALLED PER
MANUFACTURERS
&—.OSCA,nON&
ZXSWOOD BUCKANCHOPIED
TO CMU wi I/rxV`L`9OUTS
OR wr x r SIMPSON TrrEN
HOS vil r WASHERS AT 2V
D.C. & WITHIN r OF TOP AM
F;A�WTOMM� BOTTMOAMPOMOFIX
TO— . T MASONRY 804EM 0 1 r
0 0
.C. STAGGER TOM F
14— w —
(6) 0.1 4rx3' FACE NAILS
THRU KING STUD TO
HEADER PAN. 3 EA. PLY.)
HEADER STRAP REMW PER TABLE
ULT BANC
WIND SPEED
HOR MAX
CUR SPAN
I=
1140 MPH
4FT
LSTAIS
:5140 MPH
9 Fr
MSTC23
<180MPH
5 Fr
MSTA24
ULT BASIC
WIND SPEED
MR MAX
CLR VAN
HO RECTMIIIT
-c140MPH
4FT
CS1ftwLe.
-CI40MPH
gFr
m ism Le.-
L.G.
APPLY (1) STRAP TO JACK STUD W/
DOUBLE ft TOP
TOP PLATE CONNECTOR
4
PLATE
SPACING PER PLAN P400SE
ME SPAN BLOCKING
ING
ONE).
BETWEEN EACH
(1) SPH4 0 2X4 WALLII
STUD. UxO.
(1) SPHIS 0 2M WALLS
b. (2) H2.5A (ONE EA SIDE OF
BOTTOM PLATE CONNECTORS,
PLATE)
SPACING PER PLAN (CHOOSE ONE):
& (1) SP2
L (1) SPH4 0 2X4 WALLS
d. (2) SOWCISM
(1) SPHO 0 20 INALLS
a. STRUCTURALSHEATHING &
LATE)
b. (2) H2.SA (DINE EA SIDE OF PLATE)
MAILING PER PLAN
& M SPI (ONE EA SIDE OF PLATE)
SHEATHING PER PLAN
If. (3) SDVJC15450 SCREWS
2XISTUOSATISO.C.
, STRUCTURAL SHEATHING A
2. BOTTOM PLATE
NAILING PER PLAN
PER PLAN
LWOEMMIMF
627/2021
WGW.105
EXTERIOR CMU WALL
INT. FINISH WOOD BUCK ATTACHMENT: IW DRIVE-IN ANCHOR
2KOR01111ITERMM710MANONIRIF .. :- ... DOUBLE 2. TOP PLATE
IxWOOD BUILTJUP THICKNESS � 2 IW - IAW GARAGE DOOR AND
STRUCTURAL SHEATHING MASONRY SCREWS r FROM ENDS
ATTACHMENT PER PLAN 29 FRAME WALL III/ P.T. 2. P.T. BUICK TRACK INSTALLED PER
SILL PLATF- PER PLAN AND iro.C. FSM=vWi iW MANUFACTURERS MID SPAN BLOCKING BETWEEN
EMBEDMENT 2x STUDS SPACING
ATTACH DOOR PER SFECIRCATXM EACH STUD AT FRANEWALLS
AN,GHOR BOLTS OR STRAPS. E=1I1We:(0a1R
SEE GENERAL NOTES. LIAO. FLORIDA PRODUCT Yd PLATE HEIGH'i 9 PER GENERAL NOTES
APPROVAL ALTERNATE !I TALLER OTHERWISE MAY OWWr. U.N.O. PER PLAN
UMTO 1/7 It 2 IW HILTI SLEEVE
WIDTH. ATTACH VW'r
ANCHOR Oil EOUAL NBC 1117
W CMU WALL, DOM MAN BRICK NAILS 0 C MW ENDS AM 17 O.Q BMW INTO MASONRY (1) PER SHEATHING
& VERT. REINF. PER PLAN MOLD REMAINDER ATTACH DOOR THRLI BRACKET ZI BOTTOM PLATE PER PLAN
FINISH PER SLICK INTO MASONRY PER FLORIDA F�w—�WTO MATCHING WALL WIDTH
ELEVATION PRODUCTAPPROVAL x IMASONRY w I
1 e APMMLONWBMNL IIAH/2023 rMD"ARPOWDUAL TMOAMDUATTACHM IIA"1200 FMMI*LRF 111mrim
1�07TD WALE A;Z121 \�LYN(77TO SCALE VVGW150 \��NOIF70 WALE V��Iso W;;;1I
EXT. WALL
PER PLAN
SX4 BLOCKING 0 2V O.C.
NAILED BETWEEN STUDS
iw/ M 10d NALS EACH END
INT. WALL
PER PLAN
(2) 10d NALS E14
STUD TO EA. EL
2X4 OBL —
TOP PLATE
2X4 BLOCKING TO BE
FLUSH WITH STUD
FACE THAT IS
ADJACENITTO
INTERSECTING WALL
2YA INTERSECTING
WALL BEYOND
— PARTY OR —
EXTERIOR WALL
-014 BILL PLATE OPT.
WHEN N CONTACT
v# CONCRETE
RMLOMMMOMWALL 2�MSWM20=2=2
WGwV.ISI
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PER PLAN END STUD N RERAK CONT
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PLAN
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FLAT 2x IN ODOLOR
TWIDEMTLSTFAPS
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WALL SHEATHING
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x
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SINGIA DOUBLE OR
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i
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C.OJL# ARCHITECURE:
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C.O.E.# ENGINEERING:
N
29349
13 IBRAHEM ELAYEB, PE
P.E.# 91476
M BENJAMIN NIESE, PE
OF
P.E.# 86025
ct
02/13/2024
DATE
all -if
all
Mlchlpn
3400 Auburn Rd
Sufte 2DO
Aultim H199, MI 48326
+1 248.6M4WS
Fkwklm
12906 Tampa Oaks Blvd.
Suits 150
Tampa, FL 33637
+1813.46&3310
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3400 Auburn Rd
Sufte 2DO
Aultim H199, MI 48326
+1 248.6M4WS
Fkwklm
12906 Tampa Oaks Blvd.
Suits 150
Tampa, FL 33637
+1813.46&3310
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SHEET NAM
DETAILS -
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SHEET 0
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T
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ATHING KAN 'Od
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METAI 0 24- D.C. MAX)- NAILS 0 EA TRUSS Z( PLATE W/ (2)1 Ed KALB 0 18' O.C. 2x RIBBON wl (2) 1 Od NAILS 0 EA. 2x PLATE v# MI Ed NAILS 0 1 r O.C�
THROUGH FLOOR SECTION THROUGH FLOOR SECTION TRUSS LSTAI 2 0 EA. TRUSS VERTICAL,
NM'214 YERTICAL INSIALLED b, FRAME WALL PER PLAN. PANEL EDGE KNILMIG FLOOR SHEATHING & ATTACHMENT FLOOR SHEATHING A ATTACHIMENT
FIELD FRAME 2X4 KNEE WALL
TOP AND BOTTOM OHM d TIOWTO CONIT 2xPLATEvW(2)16d FLOOR SHEATHING & ATT PER GENERAL NOTES OEM 0 BOTTOM PLATE
MIM T004ALS AT LOCATIONS PER NOTES (4) 1 Ed NAILIS RIBBON TO EA. COUPLING NUT, OR THREADED PER 71ERAL NOTES
WERE EMBEDDED StPAPS NAILB*e I r D.C. TFLM, TYP TOP & BOTTOM RODCUrTO
AND END GABLE TRUSS PANEL EDGE NAILING Ild MAIL$ 7 O.Q AMU OR PRE EMIG FLOOR TRUSS
VERTICAL& MHOLIGNIL --- - --- FLOOR SHEATHING A SHEATHING TO EA. STUDS 0 2-r D.C., TOE MAL
ATTACHMENT PER GEN. NOTES TRUSS END LEG BOTTOM PLATEICHORD IW
TRUSIS PER PLAN PANEL EDGE NALING PANEL EDGE NALM IOdNAIU8GrO.C.
SHEATHING PER PLAN bd BRACM MIN. 90 IN TRUSS PER PLAN META16ANCHOR LSTAIS 0 EA. VERTICAL, OB40
LENGTH V4(3)10d NAILS BID SHEATHING EOL TRUSS TRUSS PER .4ml TRUSS JOIST PER PLAN 0 BOTTOM OF TOP PLATE
fal CMU WAU, WIND BEAM GABLE & IN. (3) FLOOR TRUSS, SHEA 0 TOENAIL I T '/rALL-THRIEAID03r
& VERT. REINF. PER PLAN PER PLAN Ir D.C. 0
BRACING= MAX F-O' O.C, m INIAMMVINUall1�11II
�ROORTWMWSWWALL 11mrAm - F-Lo7mmillAs ROORTRAWWRAIIEWALL R=7wJ0ffrM FRAME WALL 12117=1
(LO`2�
0 \_./NOTTOSCALE LTM-020 LOW-031:1
2x PRAANE WALL PER PLAN CONT STRUCTURAL SHEATHING & 2x FRAME WALL PER PLAN, STRUCTURAL SHEATHING & bc FRAME WALL PER PLAN
2x PLATE W M l8d NAILS 0 i r o.Q* CONT. 2x PLATE v# MI ad ATTACHMENT PER PLAN, CONT.
ATTACHMIRNT PER RAN, CONT. V — HOLD D0VIIN CONNECTION PER PLAN
FLOOR SHEATHING & ATTACHMENT THROUGH FLOOR SECTION— NAILSO IV 0 THPAXX314 FLOOR SECTION
PER GENERAL NOTES FLOOR SHEATHING & * ANCHOR BOLTS OR EP(W ANCHOR
ATTACHMENT PER �ff MIN. EMBED. (EWANSION BOLTS
TRUSSAI0tST PANEL EDGE NNUNG GENERAL NOTES ARE NOT ALLOWED)
PER PLAN A TRUSS/Jow EDGENALING 2x BOTTOM PLATE PER PLAN
8EA"RDER PER PLAN PER PLAN BEA"IFIDER PER PLAN 2x SLOCKM 0 EA BROL
SHEATHING PANEL EDGE NAILING STUD PER PLAN AS SHOWN
PANEL EDGE NAILING PER PLAN
i.
Nm T., r hk -ENGINEERED
NOTE ILD COIIT WALL SPFATHIND OONT. WALL SHEATHING NSTALL TRIUSN"ST PER PLAIN
LST
SHEATHING PER INSTAILLLSTAI58TRAPEASTUD, ki Al 5 STRAP EA STUD, CORMERS &
PLAN TRUSWOIST CONMEcnM TO rCMUW"S0MDSEAM&
CONAM & FLAMIGNG ALL OPENINGS. FLANIONG ALL OPENNW. CENTER A VERT. REINF. PER PLAN
STRAP AT TOP OF BEAMIGIRDER BEAM PER MANLIF. STRAP AT TOP OF SEAMIGIFIDER v
am 11101r2m 0011MIDATFAIll IIAH12M EMIMMMOXIEMDUAL WSAAM
�7�'NTO#EMATWM L�zm LOS NOT TO SCALE L;;7200
(FVT — S,
STRUCTURAL SHEATHING A
ATTACHMENT PER KM, CONT.
THROUGH FLOOR SECTION
2x FRAME WALL PER RAN, CONT
2. PLATE IW (2) 1 Ed WAS 0 1 r O.C,
FLOOR SHEATHING & ATTACHMENT
PER GENERAL NOTES
m
TRUSS PER PLAN
2x I(NEE WALL OR
PRE-ENG TRUSS PER PLAN
r CMU WALL, BOND SEAM
& VEW. REINF. PER PLAN
2�4 LEDGER OR TRUSS TOP
ClHORDw/MI2dNAILSTOEA
WALL STUD MAX IVO.Q)
STRUCTURAL SHEATHING
A, ATTACHMENT PER PLAN
PRE -ENO ROOF TRUSS PER
MANUF., STRAP PER PLAN
TRUSS BOTTOM CHORD OR at LEDGER
* I Od NNL TO EA VERTICAL I TO
BOTTOM PLATECHORD 0 IV O.Q
"NOTE.
DETAIL LOI 18 REQUIRED TO ACCOMPAW THIS DETAIL
STRUCTURAL SHEATHING &
ATTACHMENT PER PLAN, OONT'.
2x FRAME WALL PER PLAN. DOW
b. PLATE v# M I Sd NAILS 0 1 S' O.C.
FLOOR SHEATHING A ATTACHMENT
PER GENERAL NOTES
TRUSS PER PLAN
Sb. KNEE WALL OR
PFIE4340 TRUSS PER PLAN
r CMU WALL. BOND BEAM
& VERT. REINF. PER PLAN
CONT. 2.4 BLOCKINGA.EDGER STRUCTURAL SHEATHING A
* (3)1 Od 0 EA STUD & TOE ATTACHMENT PER KM, COW.
NAILED TO EA TRUSSI THROUGH FLOOR SECTION
STRUCTURAL SHEATHING 2x FRAME WALL PER PLAN,
A, ATTACHMENT PER PLAN CONT. 21 PLATE * (2)1 Ed
NAILS 0 EA TRUSS
TOP CHORD BEARING
PRE-ENG ROOF TRUSS PER
MANUF., STRAP PER PLAN
(2) be LEDGER / Or. T
SD8 SCREW TO EA TRUSS
VERTICAL A TO BOTTOM
PLATE/CHORD 0 r O.C.
" NOTE:
DETAIL LOI 13 REOUIRED TO ACCOM~ THIS DETAIL
CONT. 2A RISSON
FLOOR SHEATHING &
ATTACHMENT PER GEN. NOTES
2.4 LEDGER OR TRUSS TOP
CHORDWM12dNAILSTOEA
WALL STUD IMAX If O.Q)
STRUCTURAL SHEATHING
A ATTACHMENT PER PLAN
TRUSS PRE4RNG ROOF TRW PER
MANLF., STRAP PER PLAN
OONT. 2= TRUSS BOTTOM CHORD OR
r cmu BOND BEAM 2XLEDGER W(2)lOdNAL
TO CONT. FISSION 0 1 V D.C.
& VERT. REINF. PER PLAN
_NDTX
DUAL IN 0 RISOUIRED TO ACCOMPANY INS DETAIL
R=MWWWWL@=RV 2r*2= -- 2rmmm — IZ1742W
l'21)R=M"Wal@LaW 13,�ROMM WXMWALL@ LOW ROW ft
WIALE LIWIIO SM SCALE LTWI20 &:T— SCALE LT;130
STRUCTURAL SHEATHING &
ATTACHSIENT PER PL^ CONT.
ffrRUCTUR&
b0l SLOCIONG BETAIEEN EA
THROUGH FLOM SECnON
CONT ' W SLOCIONGAZ)GER
SHEATHINGI
TRu"MACONT"ousm
& FRAMIE WALL PER
%W9QIOd0EAS=&TOE
3 a
( ) Od
CONTINUOUS
TFILISS ALLOW) WM 10d TOE
PLAN, COW. 2. PLATE
TOEATF
NAILED TO EA TRUSIII
ffEA
2KH
TO
(2)1 Ed KALB 0 1 ir D.C.
a,
STRUCTURAL IIHEATHING
BEAM)GARDER PER PLAN
FAT
& ATTACHMENT PER PLAN
ca
SHEATHING &
PER PLAN
DETAILS AUSSES
PER
��O 2-r D.C.
NOTES
NALL
EDGE NAIL
TRUSS jaw
EA TRUSS
ST PER PLAN
PRE-ENG ROOF TRUSS PER
SHEATHING Z N
HTU29 OR
SHEATHING PER PLAN
MANUF., HTU20 OR HANGER
PER MAUNF., UR.O.
I
BEAM OR
"ANGERPER
&T
*NOTE M
FLOOR
TRUSS
TOTHEMNZNG
GIRDER
BEING CON71NOLIS TO THE
WPM BELOW IS TO USE LffrAI 2
NOTE:
0 EA STUD AWA TO BEAM
COW WALL SHEATHING 11,18TALL LffrAI5 STRAP
BELOW
EA STUD. CORNERS & PLANIONG ALL OPENING&
CENTER STRAP AT TOP OF BEANYONICER
&--�HWOMMMATFA
M
SCALE
1.841-16D
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* Fiel&Wne
C.OJL# ARCHITECURE:
AA26002802
C.O.E.# ENGINEERLN&--
29349
13 IBRAHEM ELAYEB, PE -
P.E.# 91476
0 BENJAMIN NIESE, PE
P.E.# 66025
02/13/2024
DATE
No.
TE OF 4W
MAL
III mW\ —
2132
,one
oil!
Mlchlpn
3400 AubLwn Rd
Sufte 200
AL6= HU19, MI 48M
+1 248.6=4035
Flairlds
12MG Tampa Oaks Blvd.
Sufte 150
Twnpa, FL 33637
+1813.466.3310
WWW flamton"acorn
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VERSION: �5�.O]
SWEET NAM
DETAILS -
FLOOR
SWET #
,S4.3
2XI 2 STAIR STRIP
2XLET-INTHRUSTBLOCK
vv/ (a)
(2) 2101 BEAM
TO
(3)t�� -
I
SCRE" TO SLAB
2XI 2 STAIR
PER ARCH.
PER ARCH.
STRINGER
PLANS
PLANS
(2) 2)(11 BEAM
IDIS FLOCA JOISTS 0 1 IV D.C..
2x LEDGER ATTACHED TO
2)Z FLOOR J048TS
TO BEAM * LUSZ5 HANGERS
(2) 2)01 HEADER W (2)18d
a fir D.C. TO BEAM
NAILS 0 Ir D.C., STAGGERED
W LUSM HANGERS
STRUCTURAL SHEATHING. A35 CUP EA STRINOER TO
TO STRUCTURAL SHEETS FOR '�P'ELEV. PER PLANS
PER NAILING & OTHER RED, 2)(LEDOER, MAX NAILING TRUSSAIOIST
ELEV. PER MANUF.
;;2 ROOF TXE (OR SHINGLE PER SPEC.) 77�
TRUSS STRAP PER STRUCT. DETAIL, FLOOR TRUSS PER MANUF FLOOR TRUSS FLOOR GINDEPAW
wxxxvywymm CONT. 2x BAND BOARD VW PER MANUF. PER PLAN
Z ;Z LSC STRAP 0 EA
I _r AS 7(74)10dN.A11LS TO EA TRUSS 2XII LEDGER ATTACHED TO STRINGER TO BACKER
NSULATION AS 20 LEDGER ATTACHED TO FLOOR TRUSSvW 10d NAILS
BF
Pet SPM FASCIA PSI COMMUNITY SPEC. 2x BAND w/ (2)IIIIINALS 0 T O.C. ALONG BOTTOM
0 C D.C. STAGGERED CHORD AND ALL VA33S
SOFFIT & OVERHANG PER SPEC.
PRE-ENGINEERED ROOF TRUSSES,
REFER TO TRUSS MANLIF. OWES
1 IM MIN.
I v MIN GRASPABLE HANDRAIL; 1 117 PAK
I 1/4'MIN. TO I I/r MAX OUL HANDRAIL BIRACKEIS
TO BE CONNECTED TO RETURN HANDRAIL
FRAMING PER MAMUF. INTO Ix SACKER ED.
RECOMMENDATIONS
FLOOR JOIST OR TRUSS SYSTEM ;P -I Ifir NOSING Ir
& DIRECTION PER STRUCTURAL STRUCTURAL SHEATHING. STRUCTURAL SHEATHING. GREATEST VARIANCE BETWEEN LARGEST
REFER TO 2ND FLOORJOINT DETAL REFER TO STRUCTURAL SHEETS TO STRUCTURAL SHEETS FOR TREAD AND SMALLEST TREAD SHALL NOT BE RM
FOR NAIUNG & OTHER RED, NAILING & OTHER RED, GREATER THAN &W. GREATESTVARIANCE
RIM ED. OR TFKJ88 PER STRUCT. INSULATION AS PER SPEC. INSULATION AS BETWEEN TALLEST RISER AM SHORTEST VANDW41L
PER SPEC. RISER SHALL NOT BE GREATER THAN 3M.
PRE-ENGINEERED A" TRUSSES. PFIE43MNEEFM ROOF TRUSSES
'rMEFER TO ELEV.) REFER TO TRUSS MANUF. DWGS 12 REFER TO TRUSS MANUF. OWG
12 PER TM 9M MTAU I 1181rAw
<;JELEV. ASPHALT ROOF SHN40LE ASPHALT ROOF SHNGLE
(OR TILE PER SPEC.) (OR TILE PER SPEC.) YZI01
�(F. C. TRUSS STRAP PER TRUSS STRAP PER
STRUCr. DETAILS STRUCT. DETAILS
BOND BEAM PER PLAN mum milky x I I x Jul x jut x Ixt V A;I REFER TO PLAN A35 CUP EA A35 CUP EA FLOOR
U U STRINGER TO STRIOGERTO GIRDERIAIM
VC LEDGER, PLANS 2XLEDGER. PLANS PER PLAN PLANS
ER COMMUNITY SPEC. FASCIA PER MAX HIMUING K" NALJNG
COMMUNITY SPEC.
SOFFIT & OVERHANG SOFFIT & OVERHANG PER SPEC.
7 PER M-M PER PLAN ww BEAM PER PLAN FLOOR TRUSS Orr PER MANUF.
PRECAST LINTEIL PER PLAN TO FLOOR TRUSS v* 10d Lsc STW a
INTERIOR EXTERIOR BQARDW(4)10d NAILS 0 3* O.Q ALONG EA STRINGER
801TOM
PER PLAN TSWAIAND W M I Od WEBB
NAILS 0 4- O.C.
SEE STRUCT. FOR
ALL REINF. FM :STRUCT FOR WASTMIDE
ALL FEW. FM
SEE STRUCT. FOR ALL REINF. REO. INTERIOR EXTERIOR INTERIOR EXTERIOR
SEE STRUCT. DETAILS
FOR VARIATIONS SEE STRUCT. DETAILS SEE STRUCT. DETAILS
FOR VARIATIONS FORVARIATIoNs
IY4F FIN, FIN- B- (2) 2n BEAM
41`� 2x LET -IN THRUST BLOCK
FINISHED GRADE FINISHED GRADE W M10d (&14&�M NAILS
FINISHED GRADE 2XI 2 STAIR W 2 SSTAIA
NG
TO MOCID FRAMING OR PER ARCH. STRINGER PER ARCH. STRINGER
MONCUTHIC FNO., SEE MONOLITHIC FND.. SEE
MONOLITH11C FND.. SEE (3)IAW-3WOONCRETE PLANS ft LEDGER PLANS _I
(2) MIS BEAM
STRUCTURAL DETAILS FOR STRUCTURAL DETAILS FOR
STRUCTURAL DETAILS FOR ATTACHED TO
WIDTH. DEPTH. & REINIF. REQ, MOTH, DEPTH A REIMF AM (4 1
MOTH, DEPTH, & FIEW. RED. M 2X3 HEADER
stowumxvim 2)01 FLOOR JOISTS
1A WO.C. TO BEAM 0 1 V D.C. TO BEAM
W LUS26 HANGERS
7YWA29MMLEM TWAIRIMMISM01 19IMMISEM TM9MMAU
Sw Sol slo
WSM410 WSM-020 WSG-104
Fieldswne
C.OJL# ARCHITECURE:
AA26002802
COX.# ENGINEERING: No.
29349
E3 IBRAHEM ELAYEB, PE
P.E.# 91476
0 BENJAMIN NIESE, PE E OF
.00 11,
10 A
P.E.# 86025 ..-IOR19 .-' N
C'
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02/13/M24 10�
DATE
H I!
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lit Hil III-"!
11§141illif"S111
Mlchlpn
3400 Au1Durn Rd
Suits 200
Aubum Hik M1 48326
+1 248.622.4035
Florlds
12DOS Tampa Oaks Blvd.
suits 1 so
Tampa, FL 33637
+1813.466.3310
www.fiekbionseacom
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MAVM BY. I FAE
VERSION: 5.01
MEET NAW
DETAILS -
MISC.
MEET #
S4-3-1
LEGEND
8x8 FILLED CELL W1 (1) #5 REBAR
BEAMS
8x8 FILLED CELL W1 (1) #7 REBAR
HEADER - WIDTH TO MATCH WALL
8XB FILLED CELL W/ NO REBAR REGO -------------
GIRDERS
PLUMBING WALLS (FOR REFERENCE)
46'CMU - FILL CELLS W1 #5 REBAR
---
BEARING/SHEAR WALLS (FOR REFERENCE)
ROOF BLOCKING
Ztl 2 FILLED CELL W1 #4 REBAR
IN WALL)
BALLOON FRAMED
1,2xl2 FILLED CELL W1 #4 REBAR
( N COLUMN)
WALLSMIGHER BEARING WALLS
CONCRETE TIE BEAMS
Ea. )
ELEVATION INDICATOR
DETAIL INDICATOR
PLUMBING PENETRATION FOR
FRAMING LAYOUT
OPEN SIZE
LINTEL OR WOOD HOF DESIGNATION
(ALL WOOD HORS TO BE (2) PLY U.N.O.)
<�-
BRACED WALL LINE
ABBREVIATIONS:
AS
ANCHOR BOLT
EA
EACH
INT
INTERIOR
AFF
ABOVE FINISHED FLOOR
ELEV
ELEVAT10N
JST
JOIST
ALT
ALTERNATE
EMBED
EMBEDMENT
MAX
MAXIMUM
APPROX
APPROXIMATE
EN
EDGE NAILING
MEE
MANUFACTURER
ARCH
ARCHITECTARCHITECTURAL
EQ
EQUAL
MIN
MINIMUM
ATR
ALL THREADED ROD
ES
EACH SIDE
MISC
MISCELLANEOUS
BLK
BLOCK
EW
EACH WAY
Mo
MASONRYOPENING
BLKG
BL0CKJNG
EXP
EXPANSION
NOM
NOMINAL
BOF
BOTTOM OF FOOTING
EXT
EXTERIOR
NTS
NOT TO SCALE
BOT
BOTTOM
ED
FLOOR DRAIN
Oc
ON CENTER
BRG
BEARING
FDN
FOUNDATION
OPNG
OPENING
BTWN
BETWEEN
FIN
FINISH
OPP
OPPOSITE
CANT
CANTILEVER
FLR
FLOOR
PEN
PLYWOOD EDGE NAILING
CIL
CENTERLINE
FN
FIELD NAILING
PLYWD
PLYWOOD
CIP
CAST IN PLACE
FT
FOOT / FEET
REINIF
REINFORCING/REINFORCEMENT
Ci
CONTROL JOINT
GALV
GALVANIZED
REOD
REQUIRED
CLR
CLEAR
GDR
GIRDER
80
ROUGH OPENING
CMU
CONCRETE MASONRY UNIT
GRID
GRADE
SC
STUD COLUMN
COIL
COLUMN
GWB
GYPSUM WALL BOARD
SHTG
SHEATHING
CONIC
CONCRETE
GYP
GYPSUM
Sim
SIMILAR
CONT
CONTINUOUS
HD
HOLD DOWN
SP
SOUTHERN PINE #2 OR BETTER
DEL
DOUBLE
HOF
HEADER
SPF
SPRUCE PIR FIR #142 OR BETTER
DIA
DIAMETER
11-0
IN LIEU OF
TYP
TYPICAL
DWG
DRAWING
I IN
INCH
JUNO
UNLESS NOTED OTHERWISE
140 WINDSPEED CHARTS
2020 FL - C & C Pressures (ASO) BASED UPON 10 SQFT AREA
Roof Pressures Wall Pressures
Gable Roof Pressures Hip Roof Pressures
Zone I Zone 2 Zone 3 Zone 2 1 Zone 3 Zonr Zone s
21.1 1 -40.2 _ N/A N/A 1.1 1 -52.2 2IAZoje L37.8 N/A I N�/A 21A 1 -52.2 28.3 -30.6 28.3 1 -3-78
jonr Le _ _ Zone 3e Zone 2 � Zone 3e -
2 '2." 7
1.3 [ _7,
21.1 1 -52.2 1 N/A I N/A
Zone 2n Zone 3r Zone 2n I 7one1r
Zone Zr
Components and aadding Pressures [ASD) - 2111120 Fl.
Poative Wq:�6dv-e
Width l4eight Effective Pressure Pre�ure
Descriplion Zone im ArealftZl JRLQ 12sn
16U700HGD
---
16
7
112
24.0
-26.8
80700HGD
--
a
a
64
24.0
-26.8
30M DOD
4
3
8
24.0
26.8
-29.1
3069 w/3D10 TR
4
3
a
24.0
26.8
-29.1
25SH
4
3
5.25
is's
27.S
-29.9
25SH
ENDS
3
5,25
is's
27.S
-36.3
34SH
4
45
4.25
19.1
77.1
-29.5 1
2668 DOD
4
2.5
&67 -
_16.7
27.41-219.18
6068 DOOR
4
6
6.67
4110
25.9
-21111.2
6068 SGID
4
6
r.67
T 45.5
25.9
-211.2
3050SH
4
3
1 5
1 1&0
27.6
.3111.0
30505H
END 5
3
1 5
1 1&0
27.6.
-36.5
2440SH
4
Z33
1 4
1 9.3
2L3
-30.6
FASTENERS
ALLOWABLE LOADS
CONNECTOR
CITY
TYPE
GRAVI' 1upuFrowe,
lbs) a 1.0
16
LATERAL
(lbs) @ 1.6
META16
a
0.14rXl-W'
1450
FI: 340
F2: 770
HETAIS
9
0.145".1-la"
11110
FI:340
F2 770
(2) META16
0 I -ply
10
FI�600
F2: 770
(2) META16
A 2- or 3-dw
14
O.lU-x3-IP-
179S
FI: 1285
FZ: 1090
(21HETA16
a I-piv
10 1
0.24rxl-
1920
FI: 680
_ .6
1`0770
(2) HETA16
or_
12
1116rx3-la'
2365
VF�
pi
FI: 35-D
I _
F2: 430
HSTM16
8
6.14F.Ti/F
1110
FI: 120
F2: 90
. .
4
1/4-xl-3/4- CONIC SCREW
L U W
LGUM28-2
31r x 4-11TEN NO
8250
2435
6
6
1/4". 2 1/2"SOS SCREW
MSTC28
36
"4rx3l/4"
3460
MTS12
14
0.148'.1-1/2'
-
9w
2 MTS12
-
-
1980
MTS16 1
14
0.148".1-In"
990
HU210-2
16
4: x 2 3/4"CONC SCREW
3SOO
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LOL
0.14Wx3*
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32
D.148-.1-In'
2,890
121 HT516
16
0.14rXl-ln*
1310
HTS20
24
01.1411*4-la"
1310
LSTA12
W
0.14lrX2-1/2"
925
LSTA18
14
0,148'.2-1/2'
1235
LSTA30
22
0148".2-la"
1640
MSTA24
is
0. 148- X 2 1/2'
1.640
(2) MSTA24
36
0. 149- X 2 1/2-
3280
MSrA36
26
0. 148" X 2 112'
2.050
(2)MSTA36
52
0.148-X21/2-
4,100
MSTA30
22
O.WX2-In"
2050
MSTC28
36
0.14r.31/4'
3A60
MSTC52
62
0.148"KII-1/4'
473S
MSTAM24
9
0.148"X3"
1,425
5
I/r X 2 1/4*
MSTAM36
13
0.1411' X 3"
1.870
a
1/4-X21/4'
(2) MSTAM36
26
16
0.148"X 3"
Vr X 2 1/4"
37
MSTCM40
10
114"A2-114- CONC SCREW
2800
14
0. 14r.3-1/4'
MGT
22
0.148N]3"
3965
FI 77S
F2:52S
I
SIS'ATR
HGT-3
16
0.148N]l'
10,790
--
2
3/4- ATR
VGTR
VGTR or L
rV-G
1
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2225
Fl: 650
-F-2-6-3-01
16
114-.r SOS
- VGrR/L
2
Sill" ATR
5545
FI:650
F2:630
32
1/41-0- SIDS
T
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SIS'ATR
4940
Fl, 1195
F2:590
1 16
1/4-x3- So$
(2) VGT
2
5/8-ATR
7185-20y 9890-
36tv
FI: 1185
F2:590
Lz-
114".3'SDS
OFT2Z
-- -
I
L-
In. ATR
114'xr SIDS
1825-2.4 1.
21454212w4mln
KTT4
1
5/9-ATR
3610
is
0.148'0-ln"
-
HITS
I
--
4670
26
-
-
NTT5Kr
1
S/S'ATR
--
544S
26
SD#lOx2-1/2"
ASU44Z
I
SAr ATR
7570
1900
12
O.lWx3-112-
ABU66Z
1
S/r AIR
1820S
2475
12
0.162'.3-V2-
-
142.SA
10
0.131-.2-1/2'
565
FI: 110
F2: 110
Hl0A
is
0.14rxl-2/2"
1360
Fl 565
F2!295
HIOA-2
is
0.14"-1/2'
1080
FI:630
F2: 260
MUC48
14
114.2-3111" CONIC SCREW
3500
1135
6
0.148".3'
HUC414
24
1/4.2-3/4- CONC SCREW
SONS
2015
12
0.148`�.3"
LUS26
4
O.l43'x3"
865
1165
SF444
12
0.14rxl-1/2'
-
Slde:640
Center: 1280
OTC dips
4
3/16-.2-3/4- CONC SCREW.
F! 85
F2:135
2
0.131-x2-In'
AL3S
12
0.13rxl-112'
Fl: 6SO
F2: 670-
SDWC15600
I
SDWC1560D
615
FI: 110
F2: 22S
SDWCIS450
I
SDWC15450
295
F2:150
HTU26
20
0.162�x3-1/2-
32W
12SO
14
0.14SN3'
LGU3.634DS
16
1/4- x I i1r
6.720
S'S55
12
114- X 2 1/2'
HDUS-SDS2S
1
7/8' ATR
--
7.870
20
1/4' X 2 2/r s
MDUII-SOS2.5
1
1* ATR
--
IL175
30
1/4'X2112'$DS
THD26
20
0.16rx3"
2w
324D
I
20
-
0.14rx I lir
TM28-2
1�.L61:�
13'
4310
4W
1
�6 l4r.
PRECAST LINTEL GRAVITY LOAD TABLE
LOADS USTED PAVE BEEN CALCULATED OR CO MP LED FROM APPROVED MAN UFACTURERS:
CAST-CRIETF. WETS CONCRETE, QUALITY PRECASTCO.
MAXIMUM LOAD (PLF)
APPROX.
UNTELLIENGTH
MAX.CLEAR
OPENING.
TyPEA
8" LINTEL
8' TYPES
8" TYPE C
12'TYPEB
12*TYPEC
14"TYPES"
14"TYPEC-
16'TYPEB
WTYPEC
20"TYPEB
2TTVPEC
24' TYPES
21VTYPEC
28"TYPEB
28"TYPEC
3Z TYPES
32TYPECl
r IT
1! 6"
2231
3M9
3719
3280
5163
6607
SC54
9502
:Coco
3069
4605
5206
6113
7547
8974
WOOD
10-
I-
31 6"
22"
2231
3069
-- 3719
3280
5.63
6607
BC54
9502
ICOCC
C.
3059
4605
5206
6113
7547
8974
WOOD
I
CID"
2'8'
1783
2561
2751
328D
382C
489C
396i
7C34
8iD7
R62�24
2s6i
T 46o5
5205
6113
7547
E974
10003
100DO
S"
Y2"
1343
1969
2 10
2992
293'
3756
4576
5400
1969
4375
5206
6113
7019
8672
1000D
100DO
4'r
VV
1217
1349
1438
7'� 6
256C
3132
3686
4249 1
1349
3MO
4567
5365
4766
5917
7074
8203
514"
4! 0"
2006
i349
:438
-7:6
-999
2560
3132
3686
4649
1349
3M
4567
5365
4766
5817
7074
92M
5! lar
11.1
ffic
1105
11.73
i6w
1631
2090
-1549
3CC9
3470
1105
2522
4242
4360
3942
4889
5817
6662
Te,
5`21
1
710
1232
2177
1 3738
3480
3C31
37C7
4383
5D61
1 1232
2177
2738
3480
Sul
8360
8625
7590
7'6'
62"
570
991
1729
2108
2o32
2205
2698
3191
3685
991
1729
2108
1 2632
3899
5661
4742
55M
Ir 4"
701
488
699
1160
1516
1626
1 2564
3486
2818
3302
699
1245
1516
1843
2564
3486
2964
3387
9- C
S Ir
416
n99
iitc
NIA
1625
2564
3�86
28.8
3302
M
1245
NIA
1843
2564
3486
2964
3387
10, 6"
92'
354
53,
890
NIA
. 247
2C93
27 77
2:63
2536
535
W54
N/A
1533
2093
2781
2259
2615_
11'4'
10, 0'
315
567
890
NIA
1366
1846
2423
3127
4M
567
945
N/A
1366
im
2423
3127
4006
12' T
10, a"
292
125
873
N/A
1254
�684
2193
28C5
3552
3552
525
873
N/A
1254
1684
2193
2805
3552
12'W
111 2"
277
471
E75 5
NIA
1075
14.8
:238
23.6
471
755
N/A
IU75
1429
1838
2316
2883
33, r
17 W
255
471
755
N/A
1075
1428
:838
2316
25
2535
471
755
N/A
1075
R.N/A
1429
1938
2316
2883
14'Cr
lz S"
239
424
7C6
NIA
1002
1326
-697
2:27
2278
424
706
N/A
1002
1328
1697
2127
263D
M
1 114"
N/A
N'A
N/A
NIA
N/A
N/A
WA
NA
N A
N
783*
N/A
1234*
1421*
1779'
218r
2662-
is, r
1'r 0"
N/A
N/A
WA
N/A
N/A
N/A
NiA
N/A
/A
N/A
710*
N/A
1160-
1331'
1663.
203r
_1j
2459'
17"Air
is or
N/A
N/A
N/A
N/A
N� A
IvA
N/A
N /A
N/A
548'
N/A
952'
1117*
1379*
1 167r
1997'
191'r
ISO,
N/A
N/A
N/A
NJA
N/A
N/A
N/A
A
410-
N/A
750*
9w*
1177-
1415-
1676-
W
is r
NIA
N/A
'4/A
WA
WA
NIA
N/A
WA
N/A
VNIAN/A
N/A
340'
N/A
598-
845'
lil4i'
1345-
1461-
218"
N/A
N/A
N/A
N�A
N/A
N!A
NIIA
N/A
NiA
IN A
25-
'0.
Ir W/2" RECESS LIL NTELS
d no Rebar; Type 8 = Continuous Grout, Steel per Plan in Bond Beam Only; Type C = Contmous Grout,Steel per p1m In Bond
U00 Fieldstone
0
C.O.A.# ARCHITECURE:
AA26002802
C.O.E.# ENGINEERING:
29349
13 IBRAHEM ELAYEB, PE
P.E.# 91476
IN BENJAMIN NIESE, PE
P.E.# 86025
02/13/2024
DATE
4
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0
CP
///01VAt-
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Michigan
3400 Auburn Rd
Suite 200
Auburn Hills, MI 48326
+1 248.622.4035
Florida
12906 Tampa Oaks Blvd.
Suite 150
Tampa, FIL 33637
+ 1 813.466.3310
www.fieldstoneae.com
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DRAWN B:Y:EFAE�
VERSION: 5.0
SHEET NAME
REFERENCE
CHARTS
SHEEr #
S5.1_
C — Delft
SCAU T�m
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ONCE
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CATEGORY I SUB -CATEGORY MANUFACTURER PRODUCT DESC. LIMITATION OF USE FIL BLDG CODE # Exp Date
4-J
1. EXTERIOR DOORS
ASSEMBLIES
B. SECTIONAL Clopay Sectional Garage Door Up To 92"Wide 16'Wide Wind Code W5 FL # 15504-R7 12/3112038
0
to 16'0" Wide 8'Tall. Door; Up to 9'Wide W -0 q
WindCode W5 Door
C. SLIDING MI Windows and Sliding Glass Door Series 420 Aluminum FL # 15332-R6 12/3112024
Doors SGD Reinforced
D. SWINGING Therma-Tru Fiberglass door units 6'8 Impact Opaque FL # 13459-R6 112/31112026
Fiberglass single door
D. SWINGING Therma-Tru Full lite double door 6'8 Impact Opaque FL # 20461.R8 1213112026
Fiberglass double door
D. SWINGING Therma-Tru Full lite double door 8'0 Impact Opaque FL # 20461.14 112/31112026
Fiberglass single door
2. WINDOWS
F. SINGLE -HUNG (VINYL) M/I Single Hung Window Front Elevation, Sides FL # 17894.1 510212026
and rear non -impact
H. FIXED (VINYL) M/I Vinyl Fixed Glass Front Elevation, Sides FL # 18644.1 4130/2026
and rear non -impact
F. SINGLE -HUNG (VINYL) Silverline Single Hung Window Front Elevation, Sides FL # 19715 7/23/2031
and rear non -impact
SHUTTERS Astroguard Impact Protective System FL # 15208
A. SIDING JamesHardie HardlePlank Lap Siding, Cemplank Lap Exterior siding FL # 13192-RB 3/31/2026
JamesHardie HardiePanel Siding, Cempanel Siding Exterior siding FL # 13223-R8 1213112026
B. SIDING CU
B. SOFFITS Ply Gem Mastic Vinyl and Aluminum Soffit Soffit FL # 32502.1 12/3112026 >
0
B. SOFFITS Ply Gem Mastic Vinyl, Aluminum, and Plastic Fascia FL # 32869.1 1213112026
4. ROOFING PRODUCTS
G. ASPHALT SHINGLES Certainteed Landmark Archtiectural 30 yr Roofing FIL # 5444-.19 08/08/2025
M.UNDERLAYMENTS Rhino Roofing Synthetic Roofing Underlayment Undedayment FL # 15216-Rl 3 [1213112024 0
Underlayment
3 P P65q
3 1
Am V� De-�kQl
'5�7
0