HomeMy WebLinkAbout5111 48 Witchwood Rd Foundation, Floor, Elevation PlansFOUNDATION
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Naeem Akhter, P.E.
Consulting Structural Engineer
10404 W 154th, Overland Park, KS 66221
email: sofianaeem@aol.com
Phone: 913-685-2015
2'-3 112"
3'-6' 18'-3 1I2"
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NOTE: EXACT MEASUREMENTS NEEDED
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FOUNDATIONUNLESS REQUIRED 8Y LOCAL
INSHQE WALL HEIGHT
TOWNSHIP.
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112" X B' SIMPSON TITEN HD SCREW
ANCHORS, V OC; MAX OF 12" FROM
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CORNERS, DOORS, AND LARGE
WINDOWS: AT LEAST (2) BOLTS PER
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DATE:
4/15/2024
SEAL:
FIRST FLOOR
Naeem Akhter, P.E.
Consulting Structural Engineer
10404 W 154th, Overland Park, KS 66221
email: sofianaeem@aol.com
Phone: 913-685-2015
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2'-6"F3' S'-3" 2'-6" �—10'-9"
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30' X 4Cr VINYL WINDOW
X X 6' B' PREHUNG (SINGLE HUNG) WITH
SINGLE DOOR (NO GLASS) —1 SINGLE JACK STUDS AND
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WITH SINGLE JACK STUDS I (2) PLY 2X6 HEADERS
AND (2) PLY 2X6 HEADERS 40' FROM FLOOR TO
RO IN STEM WALL MUST i BOTTOM OF WINDOW
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9' X T GARAGE DOOR WITH
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DOUBLE JACK STUDS AND (2) PLY
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1 314- X 9 1,2- LVL BEAMS (2.1 E.
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3100FB; RUN CONTINUOUS
LENGTH OF WALL)
RO IN STEM WALL MUST BE 9' 6-
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9' X T GARAGE DOOR WITH
DOUBLE JACK STUDS AND (2) PLY
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1 314" X 9 172" LVL BEAMS (2.1 E.
3100FB: RUN CONTINUOUS
LENGTH OF WALL)
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RO IN STEM WALL MUST BE 9' 6'
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DATE:
4/15/2024
SCALE:
3/16"-1'
SHEET:
A1.2
SEAL:
Naeem Akhter, P.E.
Consulting Structural Engineer
10404
W 154th, Overland Park, KS 66221
email: sofianaeem@aol.com
Phone: 913-685-2015
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SCALE:
SHEET:
A2.1
SEAL:
Naeem Akhter, P.E.
Consulting Structural Engineer
10404 W 154th, Overland Park, KS 66221
email: sofianaeem@aol.com
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DATE:
4/15/2024
SCALE:
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SHEET:
A2.2
SEAL:
Naeem Akhter, P.E.
Consulting Structural Engineer
10404 W 154th, Overland Park, KS 66221 , t
email: soflanaeem@aol.com j S. M
Phone: 913-685-2015
THE FASTENING SCHEDULr T0'§E IN
ACCORDANCE WITH 20151RC TABLE
R602.3(1). UNLESS OTHERWISE NOTED,
THESE PLANS ARE ENGINEERED IN RIDGE VENT
ACCORDANCE WITH 2O151RC. GROUND SNOW LOAD:30 PSF
WIND LOAD: 130 MPH
ENGINEERED TRUSSES. 2' OC
7f16' OSB SHEATHING y
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ARCHITECTURAL SHINGLES a A
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VENTED EAVE SOFFIT
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2X4 WALL FRAMING, 16" OC o O O
DOUBLE TOP PLATES ?y O Y
7116' LP SMARTSIDE PANEL SIDING
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112" X 8" SIMPSON TITEN HD SCREW a
ANCHORS, V OC; MAX. OF 12" FROM OD
CORNERS, DOORS, AND LARGE WINDOWS;
AT LEAST (2) BOLTS PER SILL SECTION
2X4 BOTTOM PLATE
4" 3500 PSI CONCRETE 2X4 PRESSURE TREATED SILL PLATE
WITH WIRE OR FIBER MESH W THICK CMU STEM WALL, W TALL
4" CRUSHED STONE ON 95% PA 'G Ln
COMPACTED FILL OR VIRGIN SOIL FILL CMU WITH CONCRETE AND rl
FLOOR MUST BE SLOPED A MINIMUM 44 VERTICAL REBAR. 6' OC �4 '
OF 1' FOR EVERY 12' OF RUN. STEM
WALL AT MAIN GARAGE DOOR WALL (2) LENGTHWISE 8' THICK CMU FOUNDATION WALL
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WILL BE TALLER THAN WHAT IS "i 16" X W CONCRETE FOUNDATION a o s
LISTED TO REFLECT THIS SLOPE.
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DATE:
4/15/2024
SCALE:
3/16"-1'
SHEET:
A3.1
SEAL:
Naeem Akhter, P.E.
LEeALMOTEH Consulting Structural Engineer
1, USING THESE PLANS. DAAWINCEANDSTBORCATIOXSTOWHSTRUCTTHBRRUCTURESORFWHDATIOXSWMSTTUTBAGRE1NENTSTTNBgJpITTOTHE FOLWWINC. 10404 W 154th, Overland Park, KS 66221
3. INDMNIFICATNIN
2.1, TUSCLUNTMALL INDMMIffANDROLMHARMLESS THB➢RSIGNBBANDOFFDFITS PERSONNEL&SUBWNTRAC IISMGMANOAG.UNSTANYANDALLMAIK&O MAGMLOT 5a email: sofianaeem@aol.com
3"ES(1MOLDINGIUASONABLEATTORHEYCFEBgAWSINCOUT OF RRSSULTINGrROHTHHPEAPDAMANCQovTHESIXVICL(PRDVLO®THATAxYS1ICHaAIN;DAMAGE,LOLSOR®IPENSSN Phone: 913-685-2015
CAUSED IN WHOLE ORIN PAIR BYMR NBGISGBNTKTORMISSICN ANO RRRIRWRILITYOFTHRCUBNT.ANMM6DIRDCTLYWINDIMXnY EMPLOYED BYTHECLAINTOR ANYONENRWHOSEAR5
ANY OFTHM KAY BE LIABLE THIS INDEMNIFICATION SHALL INCLODEANY aA3K OAMAGEIIF LOS5R5 W 6TOTNR PRBSBNCE OF HAZARDOUS HATBIUAIE.
2. RISK ALLOCATION
7.L. IN 140MM"NXI OPTHS RELATIVE RWLS REWARDS& BENEFITS OF THE MOIBCFTO OWN THE OSBNT&THE DESIGNER ME RMNS HAYR RUN ALLOCAT80 $*MAT THBpASM MRE91
THAT TOTHE FULLEST EXTENT PBRN TTBO BY LAW,TNB DSSIONBR'STOTAL LIABILITY TOTHECLIENT. MANY& ALLINNRIRL CLAIMS, LOSSES EXPENSES, OAMAGBSOR RAIN DO+ENS8SAR19NG 00TOP
THIS MR ENT. FROMANYCAUSEOFCAU=SNALL NOT 6XC680TNBTOTALAMDUMTq SEOpeHAD.TMBANWMTOFTNBDESH.NBRE PEE[WHICHEVER IS LBSSIM OTHERANOUNTAGRE® UPON
WHEN ADM UNOSR SPECIAILORDTIMS. SUCH CAUSES INCW DE ELT AAE NOT LMRSD TO.TNE D WGNBRS NEGLIGENCE, FARM OMISSIONS, STRICT UARIOTY, BRSTCN OPCONTRACTM BREACH ON,
WARRANTY.
N.l. ALL DOOIIEMS PRODUCED BY THE DESIGNER UNDER THIS AGAIMMENT ASNAIN THE PROPRETY Of THE DESIGNER a MAY NOT BE USED BYTNECUENT FOR ANYOMM ENDEAVOR
R WHW TTHBwOMBN CONSMTO►TRR DEMCFrOL
5. DISPUTE RESOLUTION
5.1. AIIYQAM OR OISPUTR RETWBTN THECLINI'"PTHE DESIGNER SHALLSE SUBMIITEOTO NON -MINDING MWIATNIN SUBIECTTO TNBPARTIBS AGREEING TOA MWIATORMTH15
AGRERTRIT
WALLBE GOYBMBD BYTHE LIWSOFTHE PRINOPAL PCACEOPBusuRm OFTHE DPSW NEA
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DATE:
4/15/2024
SCALE:
SHEET:
A4.1