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HomeMy WebLinkAbout37691 Dusty Saddle Ln4. 510 - EISENHOWER CMU tI Garage Left - Elevation B ��5m SHEET INDEX NUMBER: SWEET NAME: NUMBER: SHEET NAME: CS COVER SHEET C5-3 SQUARE FOOTAGE CALCULATIONS F-10 FOUNDATION - SLAB PLAN E-I.0 ELECTRICAL PLANS - FIRST FLOOR E-20 ELECTRICAL PLANS - SECOND FLOOR A-1.0 FIRST FLOOR PLAN 4-20 SECOND FLOOR PLAN P-0.1 PLUMBING R15ER DIAGRAM A-32 MI5C DETAIL5 A-320 FRONT / REAR ELEV4710N5 J / ROOF PLAN A-33 MI5C DETAILS SIDE ELEv4TION5 J 4-34 MISC DETAILS A-40 BUILDING SECTIONS GENERAL NOTES THE STANDARD GENERAL SPECIFICATIONS FOR AMERICAN HOMES 4 RENT A AMH DEVELOPMENT SHALL GOvERN EXCEPT AS MODIFIED A SUPPLEMENTED BY THESE PLANS THESE PLANS HAVE BEEN DESIGNED TO MEET 7HE REQUIREMENTS OF: 2023 FLORIDA BUILDING CODE. RESIDENTIAL, BTH EDITION OCCUPANCY: SINGLE FAMILY RESIDENTIAL CEILING CONSTRUCTION: 1, THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN lit INCH (127 mm) GYP5UM BOARD APPLIED TO THE GARAGE SIDE. R GAAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5(8 INCH (15.5 T n) TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION 15 A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SJPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN I/2 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT. EXTERIOR FIN15HE5: THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION SHALL BE PER THE CURRENT APPROVED BUILDING CODE AND A5TMI CS26. INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS 70 BE PER THE CURRENT APPROVED BUILDING CODE AND A5TM C 1063, I. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIE5 WITH EGRESS CODES IF THERE IS NO ACCESS 70 EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM. 2. IN DWELLING UNITS WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE 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 OPENINGS THAT ALLOW PA55AGE OF A 4" SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER THE CURRENT APPROVED BUILDING CODE. FLASHING: I. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS. AT ALL CHANGES IN ROOF SLOPE OR DIRECTION AND AROUND ROOF OPENINGS. 2 APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITYITY OR OF WATER . TO THE BUILDING STRUCTURAL FRAMIN G 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 INSTALLATION: t WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW FLOOD ZONE REQUIREMENTS: I PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION BATH AREAS: I. 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 C1288, C1325, OR C1178 AND IN57ALLED WITH -8 x 1-1114" DAGGERZ PHILIPS WAFER HEAD CEMENT BOARD SELF DRILL SCREWS W/ COATING SHALL BE USED A5 BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS. AND WALL PANELS IN SHOWER AREAS. TERMITE TREATMENT: TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES,. INCLUDING SOIL APPLIED PESTICIDES. BAITING SYSTEMS, AND PESTICIDES :-'PLIED 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 TWAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES, TREATMENT 15 IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.' MECHANICAL AND HVAC: I. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE MECHANICAL ENGINEER AS AN ATTACHMENT TO TH15 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, ANY OTHER PIPING T NOT T T THE APPLIANCE PPL NOES. OR O E NG OR DUCTS O CONNECTED O E L CE BEING INSPECTED, SERVICED. REPAIRED. OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 Tmm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. ENERGY REQUIREMENT SCHEDULE EXTERIOR WALLS (FRAME) R-13 EXTERIOR WALLS (BLOCK) 4.1 FOIL ATTIC CEILMG I R-3D 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED CF A MIN. P26 GAUGE (0.48 mm) 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 ELEVA7ION AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 5, AUXILIARY DRAIN PAN. CATEGORY IV CONDEN51N3 APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDEN5ATE DRAIN PIPING SYSTEM, THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M14II3. EXHAUST FANS AND VENTING. 1. OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST 5Y5TEM 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 GUCT LENGTH. THE MAXIMUM ALLOWABLE EXHAUST DUCT LENGTH SHALL BE DETERMINED BY ONE OF THE METHODS SPECIFIED IN SECTIONS M1502451 THROUGH MI5024.53. 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 (762 xm+) FOR EACH 45 DEGREE (CIS RAD) BEND AND 5 FEET (1524 mm) FOR EACH SO DEGREE (Ib PAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND L15TED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE 5005TER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN IS INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE LL'ALL. THE LABEL SHALL BEAR THE WORDS "THIS DRYER EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED B005TER FAN." 4. PROVIDE BACK DRAFT DAMPERS 47 INTAKE AND EXHAUST LOCATIONS AS REQUIRED BY THE CURREN- APPROVED BUILDING CODE. ISSUED: 4/30/2024 VERSION: 5.0 SQUARE FOOTAGE AM ASSET MANAGEMENT SO. FT. HEATED AREA Sq. Ft MAIN LEVEL IOTI SECOND LEVEL 1220 TOTAL AH4R SO- FT. (S WCM" 2297 METHODOLOGY: MIST Z7W2= The total area mutated from Bte outside -to -outside of frarrI including opeortal NNshed basement opeare as shown. This area "dud" stairwee at Mghest IBvel above grade, garage, covered paW/porches. ALL WORK SHALT_ COMPLY NiTH PREVAILING CODES FLORIDA BULDING CODE, NATIONAL ELECT RIC ("ODE, AND THE CITY 0P 7_EPHYRHILLS OR,DINANCEF IT, ^ �T I I, I U REVIEW D� CITYOF ZEP''''-I' : -y PLAN 0021 AMN DE VELORW CO NOT SCALE t.E!E DRAII VERFT BIIILDIG ONEMATION WTN CO rt TOR AID SM PLANS BUOM CONSTRICTION. T45E DRAWIN* DO NOT COIIIAN SPECFD WORU71CN FOR AIR STRLTLPAL ELBENTS (i0 BE PM'CED BY Dr*MR OF IMOIVA ANT DbMPANCT (DI'EI6I ** ORptrdTlW, ETC` MI TIFM DRAWL AND TIEI A66MATED DRAM436 A SM 91L L BE REPORTED i CONTRACTOR AT ONCE AND NO CMTR1LTION NILLL PROCEEC WTIL COMCTED. TIE CCHTRACTOe AS LPS5 TIE RESPONSIBILITY TO MW ALL REOA MM N75 O LOCAL BUILDIY ICUTLS A TO CO-LY MIQ STATEI SADNS CODES IttSEIEttRE eRl1 IEV1901S I M I i � w a� � I O�w a/ `w Z c) U J!50 W — 000 hN�l. 0 Q LL U J � I Owe} pe a Vlr^iN L_ J VERSION: 5.0 11@fRwE L_ COVER SMEEE � _ swo SQUARE FOOTAGE CHART ELEVATION 'T DRAWWA HEATED /CONSTRUCTION AREA MAIN LEVEL IOTI SECOND LEVEL 1214 TOTAL NEATED/CONSTRUCTIONRREA (SIahK.lawl) Y291 METHODOLOGY: ANSI Z76S2003 The total area calculated hom the oul5idtrto4uLsitle of training, including optional finished basement options as shown. This area excludes 5taiwel at highest keel above grade, garage, covered patio/Dorches. BUILDING ENVELOPE AREA (ALL AREAS UNDER ROOF) Sq. Ft. GARAGE 411 FRONT COVERED PORCH 77 TOTAL BUILDING ENVELOPE (SIebK:rawl) 2785 COVERED LANAI 120 METHODOLOGY BWWIny Envelops Anse: The toil area calculated, includiry Heated/Construction area as calwkted, and also including garage, covered patio/paches. MAXIMUM DEPTH = 57-B" MAXINUM WIDTH = 35'-0" "MAXIMUM BUILDING HEIGHT A.F.F. = 21'-5' 4—4. j son M„ DEVELOPMENT OO NOt SCALE ilElE nRduare VERPY dlaDrG LRENIdTka! WTN GLNIRdLTLR YO 811E PLANE eEForA cwn,raxlpL TIEEE DRdlNf6 DO NOf LdN,.H EPECFic NPDfd,driw roR ANY 6TRCiVtdL ELETiBlfb rL0 BE PfUN'fDED DY BYisJffR 6 RELQOI ANY DtlLREPd![Y rlxsuldre, olmrtdLwL ETC-) IEEE 11RMle(A MOTE .tYOGd1ED DRdWlA rtl/a bRE ENALL BE FEPDIPIED L LONIRdciLR AT LWF MU NO f06TRGTp1 ENdLL PROCEED WLL fG1OECIED. TIC LON1RdLTOR 6YalE8 TE REEPOnlIdLm 10 rEEr ALL REaARErENrb a LOCAL nUiLDKa GLLL6 r TO LLfPLY yiN bidiE dRDNG LODES A W 0 V J � � N � O ��o � o a Q W our a x Q� � a lttlOEOAEIP-4 CC O L J a EMIR RE VERSION: 5.0 �TteEE SQUARE FOOTAGE CALCUATpNS AEI CS-3 son M„ DEVELOPMENT OO NOt SCALE ilElE nRduare VERPY dlaDrG LRENIdTka! WTN GLNIRdLTLR YO 811E PLANE eEForA cwn,raxlpL TIEEE DRdlNf6 DO NOf LdN,.H EPECFic NPDfd,driw roR ANY 6TRCiVtdL ELETiBlfb rL0 BE PfUN'fDED DY BYisJffR 6 RELQOI ANY DtlLREPd![Y rlxsuldre, olmrtdLwL ETC-) IEEE 11RMle(A MOTE .tYOGd1ED DRdWlA rtl/a bRE ENALL BE FEPDIPIED L LONIRdciLR AT LWF MU NO f06TRGTp1 ENdLL PROCEED WLL fG1OECIED. TIC LON1RdLTOR 6YalE8 TE REEPOnlIdLm 10 rEEr ALL REaARErENrb a LOCAL nUiLDKa GLLL6 r TO LLfPLY yiN bidiE dRDNG LODES A W 0 V J � � N � O ��o � o a Q W our a x Q� � a lttlOEOAEIP-4 CC L J a EMIR RE VERSION: 5.0 �TteEE SQUARE FOOTAGE CALCUATpNS AEI CS-3 FOUNDATION PLAN NOTES ALL WW SHALL BE N STRICT COMPLIANCE UTH BUILDNG CODE. RESIDENTIAL, AND CCINTY BUILDIG DEPARTMENT STRIP TOPSOIL. TREES, STIFFS, ROOTS. ETC. FROM ALL AREAS WERE CONSTRUCTION WILL DOOR UND, 4' 0"-4" 9' 4" 4" FILL SHALL BE FIRiLT COMPACTED. CLEAR SAND/CLAY MATERIAL: FREE OF ROOTS. ORGANIC MATTER OR OTHER INTERIOR BEARING LOCATIONS SHOLLD BE COORDINATED WTH TRISS MANFACTURER I STRICTIIRAL ENGINEER PROVIDE SOIL TREATMENT AND VAPOR BARRIERS AT ALL SLABS INTERIOR) s OPENING P_B"-4" 1'-B" -4" 15'-4" PART. SLAB PLAN - ELEVATION'J, 1DRE: W-TNr nt[17) some up-11v (�pA LANAI SLAB �— ---- 4' CONCRETE SLAB MM. OVER b MIL VAPOR BARRIER. SLAB SHALL BE OVER CLEAN COMPACTED FILL W/ FIBERIESN U U 9 WIT SECUFED TO 9 CLINIC KPADI4' SLAB MNJll/ m N FIBERMESW �J y \\ HB CONCRETE SLAB m 4' CONCRETE SLAB MM. OVER 6 MIL 9 \\ VAPOR BARRIER SLAB SIadLL BE OVER - CLEAN COMPACTED FILL W/ FIBERMESN HvtL CHASE rl BASED ON -ram LOCATION �\ L- - S ELECTRICAL LONLMIR FOR ISLAND 9 L J1 i i 9 _ I I soil alll DEVELOPMENT 0o NOT lcAl-E r,ElE DR4wBETUEEN 5 YERET dMLDNi alENrdi1W WiN corrtRacroR ao NiE TtaN! T'BGFi CQbTRCTIfX iNElE ORlYMG! DO 6FEDFIC NFORIATION FOR ANT lTRID1IRAL iJ.ETBR! !TO BE PN.'DED BY ENGEHR 6 RECLfIDI. ANi- DtlpBPNCT (N'ENl+IOND, ORBRaTIaI ETC) TIENi DR.RIRrd AND rIE ASSOCIDRAWWA ATED pRnwf,! nya SITE 51"LL BE REPORTED TO cONiReOTOR AT ONCE 4/0 NO CPlliRLTKN SWII PROCEED 1NTl OOFdd'OrED. nE CONTRACTOR d!!If(! TIC RElPatlldtm l0 FEET All REala*EM! OF LOfiY !)RIDING IcuL! . TO cast* wTw STATE d11LDNG CODE! J--I J � i�MY J N Q i O 0 �1 W W � u � Q x Q� I6E/EGOE YO�1 . IiY19m . N J VERSION: 5.0 FOUNDATION - SLAB PIAN 1�—F-1.0 J FLOOR PLAN NOTES PROVIDE I/1" (MINIMUM) GYPSIAM BOARD SEPARATION AT WALLS AND 5/8" TYPE X CEILINGS IN THE GARAGE ADJACENT TO 714E MAN HOUSE AND ATTIC AREAS WASHING MACHINE IS ALWAYS LOCATED LEFT OF THE DRYER UNLESS NOTED OTHERWISE ALL EXTERIOR WALLS ARE DRAWN AT 5' CMJ UNLESS NOTED OTHERWISE. ALL INTERIOR AND COMMON WALLS ARE DRAWN AT 3 1/1' UNLESS NOTED OTHERWISE. HEADER FOR FIRST FLOOR 15 AT V-0" n/ V-4" CLG H SECOND FLOOR 15 AT T-O" W/ S' CLG. HANDRAIL HEIGHT SHALL BE 36" MEASURED VERTICALLY FROM THE NOSING OF THE TREAD. (') DENOTES EGRESS WINDOW 44NDRAIL 1-1/2" MIN GRASPABLE HANDRAIL. I I/4" MN TO ,". MAX MIN. DIAMIETERWM m f=IL m SECT I ML4N PROVIDE HANDRAIL N COMPLIANCE WITH THE CURRENT APPROVED BUILDING CODE. STAIR DIAGRAM C 10" h — — — — — — — — — — V 1 I I I LANAI ­CLG SECUTE I I I 9'4' 0 D 3'n3' PAD CONCRETE I I 0 I x 10'_0" 3'-10" I 9'-10" 6'-4" 15 5H 2550 Neva BREAKFAST NOOK 9'-4" CLG FAMILY m VINYL PLANK ROOM = 9'-4" CLG 3'-0' X 0° y� 0 VINYL PLANK ISLANDD -_ 2.6 WALL • 341/1' AFF. W/ 12' BAR TOP I I D _ m I I o �as � I SLOPED CEILING UNDER STAIRS .X.___8 41'IQ�EE-WALL WITH CAP -0K" 7' 11.. UP (M) RISEII 1nd fLR — — — �-41" CLG v19r�'PLA MC - - 1 7 3 4 5 6 T 8 9 I0 �C 0 TREADSi0T1o^ w r C— AC C r= 1 PANTRY Y-4'4G. v if W 1160 LL _ 5 5H OPENING v GARAGE WALLS COMMON a LIVINGY.a WITH LIVING AREA M$T HAVE 1/1" DRYWALL SEPARATION I I (MIN. 10 MIN FIRE) ILl I ti 4'-E41'1v, 3 6,_2Yi„ ' 2-CAR �a GARAGE DRTCAER yENT LOTION ! N GREY 5'4° CLG AFT- Box CONCRETE LAJNDRY w" Q,w .a D 31150 9'-4" CLG �� 1 5)¢" VINYL PLANK a OPENING -- -- = tD m I -OYE `0 --- ----------- ___----- _----- ___+------ .________---------- LNEaDDhR Al02 i m 4"CL I F -- m /\YL PLAI K HOME OFFICE ,n S'-4" CLG 9 I VINYL PLANK HB a s� K'-0" x 1'-0" OH GARAGE DOOR 15 SH 15 SH I I I - � N vE IFY CONCRETE —r----- --- FIRST FLOOR PLAN - ELEVATION V smima w-,Wow) WNUR 1141 IV P " -FLUDR 5'-4"CLG VINYL PLANK 6011 AMH DEVELOPMENT DO NOT SCALE THESE DRAWK9. VERFY BUILDING ORIENTATION 070 CCWRACIOR AND SITE PLANS BEFORE CONSTRICTION THESE DRAWINGS DO NOT COWAN SPECFD INFORMATION FOR ANT 571SXTWRAL ELEMENTS (TO BE PROVIDED BY ENGIIEER OF RECORD). MY DISCREPANCY (DIMENSIONS, ORIENTATION, ETC) BETWEEN THESE DRAWINGS MD THE ASSOCIATED DRAWINGS P41a $TIE DR4IIMNG5 SHALL BE REPORTED T CONTRACTOR AT ONCE AID NO CON57RX ION SHALL PROCEED INTL COMECTED. THE CONTRACTOR ASMES THE RESPONSIBILITY TO MEET ALL NEOJIREMEN,S aF LOCAL SUILONG CFFICIALS F TO COMPLY WITH STATE BUILDSG CODES. W Q U �J ^ J N Q ?-+-+ O Z 6 M Woe O�Q J � l7 /1 W i MOW a x 7it L J WI11RR9Y: F/E VERSION: 5.0 51eTwurE FIRST FLOOR PLAN -1.0 J FLOOR PLAN NOTES PROVIDE 1/2' (MINI") GYPSUM BOARD SEPARATION AT WALLS AND 5/8' TYPE X CEILINGS IN THE GARAGE ADJACENT TO THE MAN HOUSE AND ATTIC AREAS WASNWG MACHINE IS ALWAYS LOCATED LEFT OF THE DRYER LNLESS NOTED OTHERWISE, ALL EXTERIOR WALLS ARE DRAWN AT B" CM UNLESS NOTED OTHERWISE. ALL INTERIOR AND COMMON WALLS ARE DRAWN AT 31/2" UNLE55 NOTED OT14ERUISE. HEADER FOR FIRST FLOOR 15 AT 8'•0" it 9'•4" CLG , SECOND FLOOR 15 AT T-0' W/ S' CLG HANDRAIL HEIGHT SHALL BE 36" MEA',rMD VERTICALLY FROM THE NOSING OF THE TREAD. 0) DENOTE5 EGRES5 WINDOW HANDRAIL 1.1/2" MIN GRASPABLE i . HANDRAILL I I/4" MIN TO 1 1/2" I•IQ'• nqx MIN. DIAMETER"H� m R ETURN y HANDRt'.� NT SECTION PLAN PROVIDE HANDRAIL N COMPLIANCE WIT. THE CURREM APPROVED BUILDNG CODE ST. AIR DIAGRAM C ry� 7dafd DOOE YBR E MAIYNN B HVAC RAISED PLATFORM 22'-5" I w SECOND FLOOR PLAN - ELEVATION RJR wAm w-,'d dons EEI IN=p " LL'©•.�' 02021 AMN DEVELOFMINT Co NOT SCALE UESE DRANPNGS VERFY SUILDRG OW ATION WITH CONTRACTOR AND STE PLANS BEFM COSTIM71M THESE DRAWINGS DO NOT COWAN 5PECFIC IIF01II1ATICN FCR.wY STSIXTLRAL ELEMENTS (TO BE PROVIDED BY ENGINEER OF RECOR)), ANY DISCREPANCY lDFENVCNS, ORIENTATION ETC) BETWEEN THESE WY DRAUS AND THE ASSOCIATED DRAWIGS AMIa SEE DRWI.IH'a SHALL BE REPORTED T CONTRACTOR AT ONCE AND NO CCNSTRCTICN SHALL PROCEED INTIL CORRECTED. THE CON,RACTOR ANELKS THE WbPRSIBIL ITT TO FEET ALL RECLEEtENTS a LOCAL IN LONS CFFICIAL6 1 70 COI'IPLY WITH 57ATE BNLLDRlG CODES � 0 J I, Z O W o@ Q� O > Ta ^J W � u � a x Q� � e IaFAEWOB 445'ID1, cV M O ,Z a� bA O� ~ Z M M V vJo J 1�1 O 0 � LL �`/LU Owe} ova to en N JL— L OIWNM RE VERSION: 5.0 II�RNNE SECOND FLOOR PLAN Nw, IA-2.0 J �-------------- ONE -"---------- ZRJE I \ I/ 5� 4VENT O a 0 CRICKET_ - ZONE 1 --,� -- -- - a w �> ROOF PLAN - ELEVATION'J' _________________ Faae,n.•roomn Free u'-ropmq ZOW I ATTIC VENTILATION: (300 50 FT ATTIC SPACE / 150 F7 VENTILATION) -ALCULATILNS REFLECT 50% RIDGE AND 50% SOFFIT VENTS 1264 60 FT ULER ROOF ATTIC / 300 50 FT / 150 FT . 4;1 50 P VENTILATION SOFFIT VENT 0 SO IN EACH OFF -RIDGE VENT$ 1O4 50 N EA 42150 FT . 5O% . I1 50 FT W64 711 50 FT LOW HIGH VENTING 2,1150 FT . W 50 IN .30336 50 N RE WIRED (3) OFF -RIDGE VENT • 104 50 N . 32 50 N LOW vENTNG 7.1150 FT . H4 50 N .30336 50 N REWIRED 30336 / S . 34 50RII VENTS (CON WXLIS VENTED SOFFIT) ZONE 2 ATTIC VENTILATION: (300 50 FT AT7IC SPACE / I A..0 FT YENTLATION) 305 50 FT UNDER ROOF ATTIC / 300 50 FT / I SO FT . ICR SO FT VENTILATION SOFFIT VENT S 50 IN EACH LOW YENTSG 102 50 FT . H4 50 N .146E9 50 N REWIRED W6W / S . W SOFFIT VLNTM 5 (CONTHI VENTED SOFFIT) ZCW 3 ATTIC VENTILATION: (300 50 FT ATTIC SPACE / 150 FT VENTILATION) DO 50 FT UNDER ROOF ATTIC / 300 50 FT / I SO FT ..40 50 FT VENTILATION SOFFIT VENT S 50 N EACH LOW VENTING .40 50 FT .IAA 50 N .51bO 50 N REWIRED 5160 / S . 6 SOFFIT VEFRS (COW N4OJ5 VENTED SOFFIT) 1Td FLR CEILIG 1AIID011 L RE FLASHNG- d� o Z i0 G `" SECLND FLR m _ bt FLR CEILING WIFDOL LINE b' RA15ED— STU_CO TRIM COACH LIGHT v PER CMM SC 9 � Q' 4' RAISED STUCCO TRIM STONE CAP- FlN FLR ELEV _ 7M FLR CEILNG WNDOW LRE I-m m 0 6/12 PITGH- ARGH SHINIGL ROOF(TYP) SECOID FLR Y bt RR CEIL NG T� WFDOW LSE FIN FLR ELEV Q 6� Q PITCH�A;j�SHIIGLE 3/11 PITCH ARCH SHNGLE ROOF (TTP) 00 ; 0000❑DO d O JII. . F7�ElELl�Ll11 4' VEN 12 6 REAR ELEVATION OPTION 3 stme*I" mp 7) some tw r4F P..9 6/Q PITCH ARCH SHNGLE ROOF(7rP) GJNIEEP D �6 b.3 BOARD N BATT VERTICAL SDNG F I6' O/C PER COMM SPECS(TTP) CJNEEP FRONT ELEVATION OPTION 3 ecFku-rooms ECMe ve-ro n" 12 6 FRIEZE BANDING b' WEADER TRIM 4" CORNER TRIM 44ORIZCNTAL LAP SIDING PER COMM SPECS IS' SWTTERS,. TTP. 4' WNDOW TRIM MID SILL 'CFE VENEER PER CO1'M SPECS 4' COWER TRIM LAP SIDING PER COMM. SPEC. STUCCO PER COMINIT7 SPECS (TTP) s071 AFH DEYELORW CO NOT SCALE 1ESE DPk~ IERFT ISA LDNG ORENT.ON WTN CONTRACTOR AND WE PLANS [SORE CpE>TRAICTCN TIESE DRAWINGS DO NOT DWAN SPECIFIC NQd1AICN FOR ANY STRICTIRAL ELeWb (TO BE PMVDED By ENG EER CF RECORD) ANT DBOEPANCT (.F 'NSI" DRENtATCK ETCJ BETUEEN T4ESE DRAYN'A NO TIE AMCCIATED DRA~ AM/a SITE SIV:L BE REPORTED T CONTRACTOR AT ONCE AND NO WNFTRACT04 SHALL PROCEED WTL CORRECTED THE CONTRACTOR AS ES TE REWONSdL ITT TO FEET ALL WaME'ENTS OF LOCAL WILDN6 OWLS 4 TO CORT WIN STATE MXDNi CODES B U � J J0 61 0 Woe � O�Q J LL m W C � u Q Q� 5x Ic-1 e cv I N M O a> y Z O �wM ZM U vgo W — 1�1 O C � LL W s uS .QJ cn [�] CC 0 IL klnc,)N ONI2I AFN DEIELOPTW DO NOT VALE THESE DRA'WA VERFT B DNS ORENTATION MTN CONTRACTOR AND DOE PLANS BEFORE CWSTRCTm T1ESE DRAIWM DO NOT COW" BPECFIC EFOWIATION FOR ANT 6TRCTURAL ELETBRD (i0 BE PRIDED 8Y EN6.6EER OF RECOIDI ANY DISCREPANCY / 12 VEltJEEN THESE DRALWA AND TIE 6 A66pCIA/ED DRAdIgAIMAwa STIE SHALL [E CE AN NO ON&TD 70 CONTRACTDR STALL AND NO d, YENT CdeSTRCTCN STYLE PROCEED UVTL CORRECTED TWE SI 2 CIONVAEWONBL TT dTOlEE TAL WE RESPUtlIILm TO MEET 6 RELLFEFENTCP LOCO CYIb I TOO FR LOr pTQ TN VD 6TATEAIE 6/12 RTC14 BUILDING CODES ARCH 5HMfiLE ROOF (TYP) 6/R PITCu 6M PITCH 1Td FLR LEILRG }y J W ii�-11 J N QT ❑ 0 WFDOL LRg Z 3 r`nn d' CORdER O W v 9 TRRT FLASHNG HORIZONTAL Flo LAP 51DN6 9 m , J b PER COMM - g� If v cs. 12 Q w SECOND FLR x i 3/D PITCH b/17 PITCH - - - - - - - - -� Q ARCH SHINGLE ROOF (TYP) - r WNEEP - Yt FLR CEILING . - URDOU Lug NLM W E mm IEV1910NS CEF'EWITIO15 9 m -. STUCCO PER m CoMMNITY SPECS (TYP) FIN FLR ELEY RIGHT SIDE ELEVATION V OPTION 3 80NE w-ra dun EDRIE w-Pap" tV M 0 w r ►� as 12 �vJ � 6 �—+ b0 Ca 12 d Cep b b/12 PITCH vl ARLH SHROOF O M (TYP) TYP) z blYl PITCH F(YI. M V vg w_ �00 2rd FLR CEILING d' CO2NER ETA U.RNDOD EME - - - _ TRIM I'-0" _J FLASWKIG = 5 0 0 HORIZONTAL O r_, 0 CC } - LAP SIDING PER 12 COMM SPECS 11 F`il � En a SECOND FLR 6/12 PITCH ARCH SHINGLE ROOF 6 (TYP) 3n2 PITCH v lot FLR CEILING - - - - - WAIEEP Leff CEPENTITIOU.5--- STUCCO PER y ITY SPECS 0 (TYP) I I CONCRETE L J PATIO OFMIR RIE FIN FLR ELEY Lu VERSION: 5.0 LEFT SIDE ELEVATION RJR OPTION 3 swSIDomis E ELEIO VATNS ONE ljlll�llw ONE VM17'a II.BfF A-3.211 BUILDING SECTION NOTES PLEASE NOTE: TRESE DETAILS ARE STRICTLT ARCHITECTURAL. REFER TO STRUCTIRAL 56EET5 FOR MORE SFORTATION. SECTIONS SFILLAR TO OTTER ELEVATIONS AND da U5116 2.6 EXTERIOR WALLS T-C-fLF F 'AMA 0 1rcJ kkaILRG uRFIDQU LIIE ma SECQO FLR IN FLR CEILNa UARIDLW LIFE m FIN FLR ELEV BUILDING SECTION RBBR r�e,R-ro n,�n BEw�mR T s�DRn-rL EuvA,cRe..,w PRE-MWACTURED TRJ56E5 INSULATION PER FBC AND EFERr Y FORT SUBMITTED WITH PERMIT APPLICATION KITCHEN f13m 14 0 AMILROOM ' a 6 '^ 4 i R J b I CCT'PACTED. TERMITE TREATED SOIL FNAPOR FONDATION(SEE BARRIER 5TRIICTURAL PLAN) BUILDING SECTION"AR fIR/LE yFt'd nMi) BEVATIORTIFgNM•ML9AM11UlSYM ICAM UM11 '4r kBaA BATH 2 F. IMI"DEVELOA'FM DO NOT SCALE TtEM DRAT VERF MILLDKe ORIENTATICN WTN C099MIM AND NTE PLAItl BEFORE CO15TRNCTICN TIESE DRAT~ DO NOT COWAN 5PECFC KadLTILN FOR ANT STNCTIAAL ELEMENTS (10 BE FM.mM BY EN65 EER OF RECORDI. ANT DBCTBPANCT (DF'EN506, ORSEMATION, ETCI BETMEN TREY DRRMH•A AND THE ASSMATED DRAYKA A SITE DRAWA SHALL BE REPORTED T CONTRACTOR AT ONCE Ala Ra COLSTMJC ON SHALL PROCEED URL CORRECTED. TIE C NTRACTOR AMMS TIE RESPDMELITY TO VEST ALL REOUIPFTF.T6 a LOCAL M DM IC ALS I TO COPLT WTN 67ATE BNLDNS CODES SV I11••''••'111 J cD In O Z 6 n ° TU W LL W � u � a x N IBDEBOE R�1 N M O � w v a z a� O� w ZM U w_ Ugo W0o o<L cn =5_ Ow0 a in V L I BIT/IR VERSION: 5.0 NEaTNEINE BUILDMIG SECTIONS IBan A-4.01 ELECTRICAL LEGEND --+GA9 GAS LIE RECESSED CAN LIGHT Oy COLD WATER [} FLU54 MOUNT LED 0 ELECTRICAL PANEL Q WALL MOUNTED LIGHT ELECTRICAL METER WALL SCONCE d' DISCONNECT SWITCH FLUORESCENT LIGHT di BULB $ 50TCW O FLUORESCENT LGHT R/ 2 BULBS $r 3-WAY 5WTCH ® VAPOR PROTECTED LIGHT 4 $ 4-WAY SWITCH C EXHAUST FAN $ DMTMER SWITCH EXHAUSTLIG FAN W/ LIGHT 4 BUTTON EXHAUST FAN R/ EAT 4 LIGHT 6 DUPLEX OUTLET c SMOKE DETECTOR 0 QUADPLEX OUTLET ® CARBON OXIDE DETECM m SWITCHED DUPLEX 1 THERMOSTAT CUTLET F- FLOOR OUTLET DIRECT LURE C-FI GFI OUTLET T PHONE JACK v �Grl WATER PROOF GFI LU OUTLET T MEDIA JACK c� G CEILING MOUNTED (nip 0 OUTLET Y CABLE Tv OUTLET 220v ® 220V OUTLET DOOR CHIMES CEILING MONIED ® SECURITY PANEL 4 LIGHT HANGING CEILING FLOOD LIGHT MOUNTED LIGHT n n C-#_'D CEILING FAN r--D CEILING FAN w/LIGHT u u ELECTRICAL GENERAL NOTE5 SWITCHES TO BE 45' AFF. RECEPTS TO BE 12' AFF. - 42" F OVER A COUNTER ALL WRING TO BE N ACCORDANCE WITH NEC ARC FAULT CIRCUIT INTERRUPTER PROTECTION SHALL BE PROVIDED AS REQUIRED N NEC 210.12(A) ARID SHALL BE INSTALLED IN A READILY ACCESSIBLE LOCATION. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL P'OLER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED 91OKE DETECTORS. GROUND FAULT CIRCUIT INTERRUPTER SHALL BE PROVIDED AS REQUIRED N NEC 2108(A) MID INSTALLED IN A READILY ACCESSIBLE LOCATION IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO N5URE THAT ALL ELECTRICAL WOW IS N FULL COMIPLIANCE WITH NFPA ICA - NEC AND ALL APPLICABLE LOCAL STANDARDS, CODES. AND ORDINANCES. PROVIDE INTERSYSTEM BONDING TREMINATION AT SERVICE LOCATION PER NEC 25054 LL91NIAIRES N CLOTHES CLOSETS SHALL BE INSTALLED PER THE PROVISIONS OF NEC 410.16l AU A (B) RECESSED LIGHTING TO BE AIR TIGHT AND IC RATED 003 OF THE LAf1P5 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 11015. ALL RECEPTACLES SHALL BE TAMPER RESISTANT PER NEC 40612. THE BRANCH CIFICUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE O THE GARAGE AND NOT LE55 THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE. AFO PROTECTION - 21032 (B) DLLELLNG UNITS. ALL 20 VOLT. SINGLE PHASE. 5 MID 20 AMP BRANCH CIRCUITS 5UPPLTNG OUTLETS INSTALLED IN DWELLNG UNI75 FAMILY ROOMS, DINING ROOMS. LIVING ROOMS, PARLORS. LIBRARIES. DENS, BEDROOM 5UNR0OMIS. RECREATION ROOKS. CLOSETS, HALLWAYS, OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED AFCI. CO'1BNATION TYPE. INSTALLED TO PROVIDE PROTECTICN OF BRANCH CIRCUIT. EXTERIOR GARAGE 200 AMP METER MAN COMBO 00 AMP MAN LLG INTERIOR PANEL II I II I I I I I I I II I G 4C AL 5ER CABLE A/C DISCONNECT H�dGFI GROUNDING ELECTRODE w 6FiLi SHALL COMPLY WITH SEC 25052 s ELECTRICAL RISER DIAGRAM N T.S. 4'-3%' / 24- GFI_ io I I vkl€ II I I I G11€ - Ili _ -� I.x 1 24- GFI 7 OD Y 9F€ T2^ Tl" 2. - O �l I _`_-- OPT_DE ATED 50 AMPS (14 - N8'1A 24 D GR p �F FiEQU1RED By CODE 22G, _ .-.-.-...-.: A ce C-+ m uTv ELEC METER (LOCATION BYI BUILDER)F - - - - - I e I W L---------I --- ---� HIS FIRST FLOOR ELECTRICAL PLAN - ELEVATION'J' 1101m iIM1"o" STRUCTURED MEDIA CABINET TO INCLUDE CATS* WAX, USB WFI ROUTER SPACE AND POWER VERIFY EXACT REWAffMENT, LOCATION AND MOUNTING HEIGHT PRICK TO INSTALLATION 4W " DEYELOF'ENT W T SCALE TIESE 0R40" 'RFY BNLDF4'i OREWATIpI WITH CONTRACTOR AND STTE PLANE BEFORE CONSTRUCTION THESE DRAO" DO NOT CONMAN SKCFIC KORMATION FOR dNT STRYTRAL E XIW$ (TO BE PRV✓DED BY ENHffR OF RECORD) ANT DBCREPANCY (DPO606. OIRE TATIONI, ETCI BETWMN TRESE DRAAWA AND THE ASSOCIATED DRALW S wa Sm SWLLL BE PEPORTED TO CLNTR/LTCR AT ONCE AND NU CONSTRUCTION SHALL FFDCEE0 IML COWCTED. TIE CONTRACTOR ASBFES TIE RESPONUMIn' TO FEET ALL REOUIEFEWS OF LOCAL ISJRDNG OFFICIALS R TO CONRT WITH STATE NXI)m CODES 0 J � o Z M w 4 O 0 F-- W Q � a U Q x Q° r 111101EVE I 4WR N M O 7V a z �rr 0'-4 wV V/ O �L ZM UUga N W 0 a O H s� J H � YE., 0 a:O [i ry co;_ 'Da to In N I L OIEEIFE RE VERSION: 5.0 gELE ELECTRICAL PLANS I FIRST FLOOR NEaTN E-1.0 J ELECTRICAL LEGEND —F GAS, GAS LINE } IWECE58ED CAN LIGHT .�-ON COLD WATER [F} FLL1544 MOUNT LED cm� ELECTRICAL PANEL Q WALL MOUNTED LIGHT ELECTRICAL METER WALL 5CONCE DISCONNECT SWITCH FLUORESCENT LIGHT RA BULB SWITC14 0 FLUORESCENT LIGHT R/ 2 BULE55 3 3-WAY SWITCH ® VAPOR PROTECTED LIGHT 4 4-WAY SWITCH 46) EXHAUST FAN D DIMMER SWITCH #i EXHAUST FAN R/ LIGHT 4 BI1iTON ® EXHAUST FAN R/ HEAT R LIGHT GD DUPLEX OUTLET ®D SMOKE DETECTOR QUADPLEX OUTLET ® CARBON MONOXIDE DETECTOR SWITCIED DUPLEX f1 THERMOSTAT OUTLET Y FLOOR FLOOR OUTLET DIRECT WARE GFI P 1 6 GFI OUTLET T PHONE JACK WJPGFI 6 WATER PROOF GFI MJ T MEDIA JACK OUTLET C® CEILING MOUNTED hJ, CABLE TV OUTLET OUTLET Y 2� 220V CUTLET DOOR CHINES ih �T CEILNG MOUNTED ® SECURITY PANEL LK+HT HANGING CEILING FLOOD L*4T MOUNTED LIGHT n In C=#-C CEILW, FAN C= =C CEILING FAN R/ LIGHT U U ELECTRICAL GENERAL NOTES SWITCHES TO BE 45" AFF. RECEPTS. TO BE 12" AFF. - 42" IF OVER A COUNTER ALL WIRING TO BE IN ACCORDANCE WITH NEC ARC FAULT CIRCUIT INTERRUPTER PROTECTION WALL BE PROVIDED AS REWIRED IN NEC 210.12(A) AND SHALL BE INSTALLED N A READILY ACCESSIBLE LOCATION. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. GROUND FAULT CIRCUIT INTERRUPTER SHALL BE PROVIDED AS REQUIRED IN NEC 210.8(A) MID INSTALLED IN A READILY ACCESSIBLE LOCAi1CN. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO INSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NFP.A ICA - NEC AND ALL APPLICABLE LOCAL STANDARDS. CODES, AND ORDINANCES. PROVIDE INTERSYSTEM BONDING TREMINATION AT SERVICE LOCATION PER NEC 250.94 LUMNIAIRES IN CLOTHES CLOSETS SHALL BE INSTALLED PER THE PROVISIONS OF NEC 410.16(A) 1 (B) RECESSED LIGHTING TO BE AIR TIGHT AND IC RATED 10M OF THE LAMPS IN PERMANENTLY INSTALLED FIXTURES SHALL BE HIGH -EFFICIENCY LAMPS REFER TO ENERGY CALCULATIONS FOR ADDITICNAL INFORMATION. PROVIDE THE REQUIRED CLEARANCES AROUND PANELS AND DISCONNECTS IN COMPLIANCE WITH NEC 11016. ALL RECEPTACLES SHALL BE TAMPER RESISTANT PER NEC 406.12, THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) N A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE NSTALLED FOR EACH MOTOR VEHICLE SPACE. AFCI PROTECTION - 210.12 (B) DUELLING UNITS. ALL 120 VOLT, SINGLE PHASE, 15 AND 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DUELLING UNITS, FAMILY ROOMS. DNNG ROOMS, LIVING ROOFS, PARLORS, LIBRARIES, DENS, BEDROOMS SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS CR AREA$ SHALL BE PROTECTED BY A LISTED AFCI, COMBINATION TYPE, INSTALLED TO PROVIDE PROTECTION OF BRANCH CIRCUIT. AHJ u 3 I � a I KEYLESS Gli 6 L— — — — — — — — — — — — SECOND FLOOR ELECTRICAL PLAN - ELEVATION'J" IIGYE W-1'rn61T) IIOTIIE: ur-rr "" fl 0021 AMH DEVELOF'EM DO NOT SCALE THESE DRMTIN($. VERFY BULDNG ORIENTATION UTN CONTRACTOR AID SITE FANS BEFORE CONSTRUCTION THESE DR4WN65 W NOT COITAN SPECFIC ff-OR MATICN FOR ANY STRCTUBAL ELEMENTS (TO BE PROVIDED BY ENGNEER OF RECORD) ANY DISCREPANCY /DREN510NS, ORIENTATION, ETC.) BETWEEN THESE CRALLRYaS AID THE ASSOCIATED DRAWNG5 a dtl SIIE DRA IRVA SHALL BE IMPORTED T CONTRACTOR AT ONCE AND NO OONSTRCTICN SHALL PROCEED U7TI CORRECTED. THE CONTRACTOR ASSUES TIE RESPONSIBILITY TO T'EET ALL REOUREMEMS OF LOCAL BUILDING OFFICIALS I TO COMP Y ON STATE BUILDING DOM ii----11 J N QT Q W N N � u Q Q01- 5x (V M O V V O�w �Zr) V v�o i. J 0< O W oQLL Qd Cc � 2 O w�> �c-)N r- L J SBYNIBB AE VERSION: 5.0 ELL !@ ELECTRICAL PLANS SECOND FLOOR IE-2.0 J x X VENT \ �1 VTR VENT �' vEtitl LAY I WC LAv ^3` TUB 3 GCTFOfd'IS 7" ASSE 1016 PRIMARY-LAV 7. 5.. VENT I PRIMARY -LAY I 5• � 1 I 3' PRMARY-0c 3' AUTO VENT FRIHARY-� I/ILER AUTO I 10 SECOND VENT FLOOR KIT 3 PDR-LAv W.ASNER RISER II PDR-Wi0 FIRST FLOOR TO 5EILER SIMI AIN DEVELOPI'ENT 0 0 NOT SCALE nESE DRA~ V£RFY WRLDM OREWTATION MU CONTW70 t YD SITE PLANS BEFORE CONSTRNLTKN TNESE DRAWWA DO NOT COWAN AN SPECFIC WOCYTICN FOR 1NY STRCTINAL ELET'ENTS !i0 BE PM.'mED BY BC.F@R OF RECORD! ANY DWIEPANCY /MENbM ORBRATM ETC.) VETWEEN TIESE DRALLWZ AND fIE ASSOCIATED DRAW WA R STE PRAMW SWALL BE REPORTED TO CONTRACTOR AT ONCE ASO NO fL10TRCTM 5NALL PROM 1Nfl CORRECTED TIE CONTRACTOR ASSPES TIE RESFONS ITY TO IEET ALl REaXK? ENIS O LOCAL N LOW COLS I TO COTLY WTN STATE BIRDND CODES —3 W _0 J � II��YY J N 6T O Z •D W � � ^^9` W C cl U Q x MWWBE I OWN WASM M 011 _ z rvl S./ 1 O � Lll Z'm U lvgo J �¢ paw � W�> a V)coN F- W..R. I RE VERSION: 5.0 WEiRRE ELECTRICAL PLANS FIRST FLOOR owo P-0.1 HOUSEWRAP BARRIER (T JOINTS) OVER EXTERIOR SHEATHING PER SPEC -SF TO OVERLAP RUBBER® HAVING RUBBERIZED THRLLWALL RASING, EXTEND IR F VERTICALLY (4- MN VERTICAL PROJECTION ABOVE SUBFLOOR), 71I TO OUTSIDE FACE OF BRICK HOUSEWRAP BARRIER (TAPE ALL JOINTS) OVER EXTERIOR SHEATHING PER SPEC-LIFARNG TO OVERLAP BLDG FELT BETWEEN HASHING USEVRAP BARRIER AND CK VENEER -TYPICAL UP RUBBED THRLLWALL FLASHING. EXTEND UP 8' VERTICALLY )rN M VERTICAL PROJECTION ABOVE SUBROOR), TRIM TO OUTSIDE FACE EP HOLES AT COURSE OF BRICK DYE MASHING -2C O.0 RRONULLY THRU-WALL FLASHING NOT TO SCALE REFR TO DETAIL FOR CUTIM BARRIER AT WINDOW OPENN HOUSEWRAP MRRER - COORDINATE 150 BUILDING FELT APPLICATION WHERE BRICK VENEER 6 FOLD HOUSEWRAP DOWN OVER HEAD HASHING AND APPLY CORNER PATCH EXTENDING I"MIN. BEYOND BARRIER CUT INSTALL HEAD HAVING OVE LAPPNC WINDOW RANGES A MN. OF T -INSTALL UNDER HOUSEWRAP APPLY JAMB MASHING OVER SIDE WINDOW RANGES - MN. I'ABOVE HEAD AND S OVERLAP AT SKI WALL WIDOW OVER SEALED AND HASHED PREMANUFACTURED SILL PAN BEFORE TAPING - FILL ENTIRE INTERIOR PERIMETER GAP W / NON-WANDNC FOAM OR SEALANT TAPE SEAM OF OVERLAPPING PLASTIC SILL BOOT PREMANUFACNR® PLASTIC SILL BOOT WINDOW OPENING FLASHING NOT TO 5CALE GABLE ED WHERE OCCURS �— IBM EIEVA1XONS AND DETAILS 12 TYPICAL ROOF COVERING PER SPEC �sEERooF PLAN TYPICAL ROOF TRUSSES PER SPEC TYPICAL ROOF INSULATION PER SPEC 'ER ROOF . DRIP EDGE PER CODE 6 COMM SPEC ti TOP OF CAIU. REEFER ro ELEVATIONS MATERIAL- PER SPEC FASCIA PER CODE L COMM SPEC. REBt ro STRUCTURAL TYPICAL SOFT(Till PER SPEC FOR TRUSS ro WALL TE BEAM - REFER STRUCTURAL CONNECTION TRIM PER ELEVATION PER SPEC S CAW BLOCK PER STR11CIURAL - TYPICAL STUCCO FINISH ON BLOCK PER SPEC TYPICAL INTERIOR WALL FINSH AND INSULATION OVER BLOCK PER SPEC WAISOOT PER ELLS. PER SPEC r VERIFY FOUNDATION PROFILE VARIES BY TYPICAL BASE LOCATION/CONDITIONS PER SPEC REFER STRUCTUAL VEIFYDEAL FOR TEIMNATION WALL FINISH AT FOU DA11ON PER ELEVATION A MATERIAL Oh FIE H. REEL TO PLOT PLAN FOR ROPE - , CONFIGURATION TYPICAL 1-STORY WALL SECTION NOT TO 5CALE 15I BLDG FELT BETWEEN HOUSEWRAP BARRIER AND BRICK VENEER -TYPICAL CONTINUOUS MORTAR NET WEEP HOLES AT COURSE ABOVE MASHING -2f o.C. HORIZONTALLY POURED FOUNDATION CAST STONE SILL OR"'� BRICK ROWLOCK - REFER TO EEV. BRICK SOLDIER (OR) S BRICK COURSBAEFSt TO ELEV. THRLIWALL MEMBRANE RASING FOUNDAIKON ��f/ WA eRac LIDGE THRU-WALL FLASHING @ BRICK LEDGE WAINSCOT DETAIL NOT TO 5C4LE NOT TO 5CALE GABLE END " OCCURS 12 REEL ELEVATIONS AND DENS SEE ROOF PLAN TYPICAL ROOF GOVERN(' PER SPEC TYPICAL ROOF TRUSSES PER SPEC __-- TYPICAL ROOF INSULATION PER SPEC DRIP EDGE PER CODE 6 ODMM SPEC T.O.W. �RE1T3t ro EEVAIIOHb FASCIA PER CODE 6ODMM SPEC. REEL TO SMUCTURA FOR TRUSS TO WALL TYPICAL SOFFIT FINISH PER SPEC CONNECTION TYPK:AL WALL RNISH ON FRAME WI s1IFATFNG. PER ELEVATION, PER SPEC TYPICAL INTERIOR WALL FLASH AND LASE PER SPEC TYPICAL 21 FRAME WALL AND SHEATHING - REFER STRUCTURAL � 2ND FF. V LEER EEVAIKX6 — WATERPROOF WALL FLEX TRANSITION VARIES BY ELEVATION. REFER DEARS ARID SPECS T.O.W. REEK ro EILaTAl1016 117. 19. CLG. MATERIAL- PER SPEC DRIP EDGE, CRACK CONTROL AND WENS REEL DETAILS AND SPECS 'Ji9RroSIRLK-'fURA1 FOR TRUSS TO WALL CONNECTION TEE BEAM REFER SIRUCRIRAL S CMU BLOCK REEL STRUCTURAL TYPICAL STUCCO FISH ON BLOCK PER SPEC TYPICAL INTERIOR WALL FINISH AND INSUAINN OVER BLOCK PER SPEC WANSCOTf PER EIPV. PER SPA VERIFY FOUDAIDN PROFILE. VARIES BY IYPICAL BASE LOCATION / CONDITIONS PER SPEC REFER SIRIICIURAL VERIFY DEAL FOR TEITNUTION WALL FINISH AT FOUNDATION PER ELEVATION AND MATERLLL. U HN. R. - REEL TO PLOT RAN FOR ROPE CONFIGURATION TYPICAL 2-STORY WALL SECTION NOT TO 5CALE HOUSE WRAP OVER WALL SHEATHING - PROVIDE ENOUGH OVERLAP TO COVER META HASHING AND THROUGH -WALL FLASHING TAPE OV96APPNG SEAM SOW PER SPEC EXTEND B' VERTICALLY I CAST STONE SILL OR BRICK ROWLOCK- REFER TO ELEVATION I BRICK TIE WEEP HOLD: THRLLWALL MEMBRANE HAVING TO FACE OF BRICK W/ MN 2r VERTICAL LEG. LAP UNDER BUILDING WRAP. 7/8' STUCCO OVER FRAME (SHEATHING. 2 LAYER W-R.B.. LATH AND STUCCO) - PER SPEC PEEL L STICK BRIDGE Fi/SFNG. SINGLE LAPPED OVER STUCCO ACCESSORY VINYL PLASTER DRIP SCREED - PER SPEC INSTALL PER MANUFACTURER'S INSTALLATION INSTRUCTIONS CAP SHINGLE - DO NOT STAPLE OR NAIL ROOF CEMENT SHINGLE ROOFING ON ROOF14G UNDFRLAYMENT- PER SPEC PEEL & STICK BRIDGE HASHING. OVERLAP ON TO ROOFING LNDERLAYMENT 6'k6' CORROSION RESISTANT BASE MASHING - PER SPEC PRE$KSINEERED WOOD TRUSSES SEE STRUCTURAL AND TRIOS DRAWINGS FOR SPACING AND CONNECTION DETAILS NOTE ALL ROOFING MATERIAL (PER ELEVATION) SHALL BE INSTALLED PER MANUFAC'RIREfS INSTALLATION INSTRUCTION. VERIFY ROOF SHEATHING WITH STRUCTURAL DRAWINGS ROOF TO WALL AT RAKE 2 SCALE: 3', I'-O' F STUCCO OVER FRAME )REAHNG. 2 LAYER RB. LATH AND STUCCO) - PER SPEC EL 6 SACK BRIDGE RASHIK•, SHINGLE LAPPED AR STUCCO ACCESSORY HYL PLASTER DRIP SCREED- PER SPEC STALL PER MANUFACTURERS INSTALLATION AP SHINGLE - DO HOT STAPLE OR NAP )OF CEMENT R6' CORROSION RESISTANT BASE ASHNG (M) REENGNEEtEO WOOD TRUSSES SEE RRUCTURAL AND TRUSS DRAWINGS FOR PACING AND CONNECTION DETAILS YPICAL EXTERIOR WALL ASSEMBLY - SEE .TRUCNRAL DRAWINGS 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 SCALE. 3'- I' C' owl A- DEALOPT'D.'T DO N 1 SCALE iFEW DRdlK!!. rERFT EUMLDM ORENIATKN WTN CWMACTOR RO On PLANS BEFORE C"TFkCTCK TIE5E DRAWW DO NOT CCMAN OPECFIC WORIU71O I FOR ANT STRICTURAL ELETOITS (TO BE PIRNC6 BY EN -JEER OF RECORD) ANT DECFEPANCY (IFfN510F15. OREWATICN, ETCH TIEOE DRAURM AND TIE A$OOCIATEO PRANKS &tl 511E YLYL BE REPORTED TO C,71WACTOR AT ONCE AFp NO WN STRCTICN OWLL PRO= IML CORRECTED. TIE CONTRACTOR AONIES TIE REORTEOLRY tO IEET ALL RE4IRME-5 M LOCAL E DK OffCIAL6 I TO CCMY WTN STATE BADFYP LODES J to DP ui O Z T S m � O Q Q 5x Q� ry U77 N M O r+ a� 7� a 1�-�-1 0C O�wM. Z m W Uv9 Cn WOO 0 Q LJL c/) - J �a (� ILnMN BIBNIC I In VERSION: 5.0 I@TIBE M.. DETAILS IETI -3.2 HNDRASSSHILL MDT ff LOS7HN W OR MORE THAN S! N HEOff A11 n TIE STAR Nom a HVORASS SHILL ff CONIM M PER RWIT OF STMS, MUMS SHALLM 119 CLEAR OFALLADAKE T RNINI MILTTNWS AND ENDS ffiWLRETUN TO WALL OR7BVAI ATE I W-r N CROSS LECIIONAL M30M OR APPROVED BOURYW9R, N MARL PWM OR SAM FRO ED SURFACE TERIIML K%WM .S SHALL K AND BE NIOCIM WTM NO BIWP EOfiBD018618 EO. TREADS at RilED10 SEE PLAN DMP SEMI NO Mll10 SIFPTHI NSTMIHI BHALLSMlfYALLBLROED W PLYWOOD TREADS iX10810ff BOARD DEPARTMENT WRINAL ROI!•B6EB FOR THE PRODUCTS THEY Z w PRO DEORSeTAu < Ei g DLIAWRABS SHALL NOT ff LLEB �d o ¢ TWA WN HEW AWDS�IONAW LOG w w rn V12IDTCHED FRINEER M THE IfAIDnAL CONSRUCLDN BIWLL ff ABLE TO REWTA SIWORIS w AT EACH BNs DIrIDETf lBN OFDD USAPRl®NANY OSCCIION ATANY PONE STAR R EXPANSION PIMTIETTIPML O ¢ GAP OPEN RAU DWLL PAYE NTER EDRTE PAUORAN HE WY � 0 SI PLYWOOD RSi3t4 (TYP.) pSWEtITKMTI@N 6U2iTFWTAf GMETER STAGE CA MPAMTH OLIOH TlRUDH _ .MSPAM V BPI Wr W szls sLRNf,86 TYP. TIE ODA1DLWlC01NIRR'IDN EIWLLBEAKE BECUE NOICHO BTWIff11roSLL PLATE OONLElIMT®IlND OF PDOIBSN THOU.I WTYPTGW.SO.ATNL DDNMaECf N18MDCESIDCf THE ff ME BiCLO ED UWSLE STMCE TW71WI IRAAROP91EiBAT �CTHS ���7ffq! U NDER FIAIR STARTiEWR9BtS1WTTTOY �DdOCODEA10601LYANAD AN CODE S WL ff �1TIWTAf DIMETER FOR UlAODE .E NO BPIBECANNDT MSSTHIOI10Fl COIffmucnDN HANDRAIL/GUARDRAIL CODE DATA FLOOR/STRINGER DETAIL SKIRTMALL DETAIL SCALE- I Iq'. 1 -0- SCALE: 1 IQ'. I'-0' SCALE. 11/1". f-C" Rd®SLIFACE EO.TREADS W7CF1IBUIT� SEE PLAN BA�OND 814'PIYYDODTiFA03 ti 1. Z 1 1/4' MIN. - 2- MAX. 1 1/4' MIN. - 2' MAX. 1 1/2- CLA. fu' a 3/4' IVIIDYIOCDTOPRIL w TYP WALLBRICIETAT w rn f-0'OC. W11 3/W TYP. W PLYWOOD RROIB LEXPANSION BNLB161B SPAC DAT 4 By µ Of-y e =12NDTG®IiD SIEN t GAP hNERi (TYP) EXPANSION / GAP TYP. / 021L12FINI ERTTW.IVA ;sy NDTd®Sllil(♦Bi ATfo WTWE TQW. Bfl. ATALL WALLS AND k k a�T� CEILING OF ENCIDBED L6AB1E SPACE W 1W1s WIWEfffM 7W. I.061 STN1 I W TYPx aVP. BD. ATMLYWLLBAND SMRYID WALL ND CEM OF BDICBED UARESPACE �v — I.DETISMR LANDING/STRINGER DETAIL HANDRAIL STRINGER/LANDING DETAIL SCALE 1 1/2'. 1'-0" SCALE: 11/2% V-0' SCALE: I IR". I' -0" GMI"DEVELCWEM DO NOT SCALE ,IEEE DRAYRCi. VERFY BWL ORENTATM Wrw COWMACTOt AND SfTE PLANS OBOW CMIRICTWII 4ESE DRAWRY6 DO NOT DW AN 5PECFC WFOWIATICN FOR ANT' 6TRCTIMLL EIEi'BC5 ( 0 EE PROAM BY 8l'AEER OF REC4I®1 ANY DBCREPANCY /DfWIONS ORIWA,ICN. ETC) TIESE DRAYWWA AND TwE A66CYIATED DRAMA A STE 56 ALI BE REPORTED, COWRACTOR AT C CE AND NO Cl"TRCTICN 5WAL PFDCEED WTL COfSffCTED TIE 0>0RACTOR A5W E5 TIE R5PON6WRLITT TO FEEr ALL RRICLALCWL'FLATS CF 6WLDNG 6 I i0 LOTVLYRT wiN STATE dIEDWL CODES WW1 0 i-1 J N OT O woe cu O Q W >I LL m /1 w a 5x Q� IC -I e Cv A1fsAEIWTE 41M.1 REVI!#ONS N M 0 z vl O�/ W M Fil e Z V vgoW — 1�1 0 O U LL H =�j_ U)_ .4 Q Wei pC, o°'_ a �MN 7 . Nt. I FOE VERSION: 5.0 .IE m MISC. DETAILS .@71 -3.3 EXTERIOR FRlfit CENTER SDNG OVER TTVEK' OR EQUAL HOIISEWRAP OVER EOERIOR SHEARING AID NAMING PER STIIIICRIRAL DWGS. B WIDE SELF ADHERING, SELF HEALING WATERPROOF MEAMA E UNDER 2 LAYERS OF BUIDRK PAPER - TAPMEAL CORNERS CORROSION RESISTANT MEN HEAD FLASHING, WITH WRAPPED ENDS OVER &ACtB MATEIM INTERIOR S' WDE, SEF ADHERING. SELF HEALING WATERPROOF IAEFIRAIE SHI.1 SPACE PER MA NEACILIRB' RECOMMENDATIONS CAULKING -TYPICAL WINDOW ASSEMILY INSTALLED WITH CONTNUOUS SHUANI MAD N RANGE PRIOR TO R6TNINFON NOTE WINDOW ASSEASLY TO BE FATIEI®To SIRLICRRE PER WINDOW MANUFACIURERS INSTALLATION REOUNBA M AHD RECOMMENDATIONS HEAD AT FRAME WALL SCALE: 3'• I'-0' HORR TAP SONG INSTALLED PHI - MRCS NSIRUCIIOFE o/ BUILDING PAPER o/ SHEATHING AS OCCURS (PER SIRIICNRN DEALS( STUCCO HASH COAT 0/ FOAM TRIM SEE ELEVATION — Ix WD. TRBA SEALANT — 2x RB DR. JAMB JAMOSIRP — GARAGE DOOR OVERHEAD GARAGE DOOR JAMB SCALE: I IQ'. I'.0' EXTERIOR SELF ADHERING. SELF HALING WATERPROOF MEVARANESU DAMCONIMIE C MN. UP JAMIS SEAIANTOVER + MCKER MATERIAL FIEF CS" SDNG OVER TYVEC OR EQUAL HOUSEWW OVER EKES TOR SHEALHNG AND FRAMING PER STRUCRIRAL DWGS. HIORR LAP SIDING WALLED PER IAM INSMUCIIONS o/ BUILDING PAPER o/ SHEATHING N OCCURS (PER STRUCTURAL DETARST LAP BUILDING PAPER MIN 3' o/ GSM DRIP EDGE RAGING ;7Re:[e a.:EF: il: ":I;IT ', E Ki L WATER SHIELD AT CORNERS. EXTEND C UP WALL — WOOD TIIA SEE HEV FOR SLR INTERIOR WINDOW ASSBAI LY NAAl1ID WITH CONIM101b SEALANT READ AT RANGE PRIOR TO INSTALLATION 1K2 WOOD DAM INSTALL PLYWOOD. PANT® BLACK BEND WINDOWS AT DORMERS, TYP. V NOTE WINDOW ATSEAILY TO BE FASIE ED TO SRUCTURE PER WIDOW MAHIFACNREtS INSTALLATION REOUR04M AND RBOOMMEDAIDHS SILL AT FRAME WALL SCALE: 3"- 1'.0' PDR FRAIG. PER STRUCTURAL DI TARS — GYP. BD. L6 2x RES DR. HEAD GARAGE DOOR GARAGE DOOR TRACK OVERHEAD GARAGE DOOR HEAD EXTERIOR FREER CEAEIT SIDING OVER TYVBK' OR EQUAL HOUSEWRAP OVER E IEUOR SHEATTNG AND FRAMING PER STRUCTURAL DWGS. C WIDE SELF AD HtNG, SHY HEALING WATERPROOF MEABRAE OVER BOTH LAYERS OF BUDRN- PAM EGIMIOR GRADE SEALANT OVER MCKER MATEBM C WDE SHE ADHERING. SEE HEALING WATERPROOF MEABRAE SHASPACEPER MAHEACIIIRB RECOMMENDATpFK GW WNL' TYPICAL WINDOW ASSFAMLY WALLEDWITH CONTINUOUS SEALANT READ AT RANGE PRIOR m NSULLADON NOTE WINDOW ASSBMLY TO SE FASTENED TO STRUCTURE PER WINDOW MANUFACTIRt&S INSTALLATION RE UFDAHIR AHD RCCOMW&MTIONS JAMB AT FRAME WALL SCALE: 3'= 1'-0" LAPE SONG NTAIL PER ANHIF. o/ GRADE V BUDG. PAPER o/ STRUM SHEATHING SEALANT WD TOM SEE HEV, FOR 52E .TYPE TY RM PAPER o/ MOISTOP (r MN. LAP( o/ WIDOW RNISH SIDING GLASS DOOR FRAIAE SLIDING GLASS DOOR HEAD SCALE: 3'. 1'-0' OW"VMLOREMR DO NO, SCALE TIESE DRAWCG. 'EWY MLDM O A,m ETN CCWTQXTLR AND SIZE PLANS BEFORE CRGIRCINAL TIESE DRAW►,b DO NO COWAN SPECRC WFRBTATICN FOR dN,' STRCTIl1K ELEFBITS (TO BE PROMEO T' 043N R OF RECORD) A DBREPAICT IN'ENS06.. ORWATOC ETW BETWEN TIESE DRA W"d AND 11E A96MATM DRTW AM/a bn bIIALL BE REPORTED T CONTRACTOR dT CNCE AID NO CONSTRCTKN SHALL PROCEED URL CORRECTED TIE CONTRACTOR AM E5 TIE RESIMNU LRY TO MEET ALL REOIFEMEN76 OF LOCK BULDW, CFFOCL" ) TO OOMPLY WTW STATE BADWG CODES 4-1 U O Z-6 cn m O A> J � _o W n v � u— x =_L Q r (V M 011 _ I�1 � V bA vl W w E J U v:5 Lu W J a:0 oQLL r^W �cnu; A �5CC _ p4 ova tnC,N L L BEEBIBE R1E VERSION: 5.0 111E ... DETAILS u GENERAL STRUCTURAL NOTES: CONCRETE NOTES (CONTINUED): I . ALL WORK SHALL CONFORM TO THE 2023 Oth EDITION OF THE FLORIDA (INTERNATIONAL) 10. CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH AS FOLLOWS RESIDENTIAL CODE AND APPLICABLE COUNTY CODE AMENDMENTS. STANDARDS LISTED IN FOUNDATIONS & FOUNDATION WALLS 2500 PSI STRUCTURAL NOTE SECTIONS REFER TO THE VERSION AND EFFECTIVE DATE IDENTIFIED IN THE SLAB -ON -GRADE & CONCRETE BEAMS: 2500 PSI REFERENCED STANDARDS CHAPTER IN THE GOVERNING BUILDING CODE NOTED ABOVE, 11. CONTRACTOR SHALL TIE REINFORCING STEEL SECURELY IN PLACE PRIOR TO PLACING 2� THE STRUCTURAL NOTES ARE INTENDED TO AUGMENT THE DRAWINGS. SHOULD CONFLICTS CONCRETE AND PROVIDE SUFFICIENT SUPPORTS TO MAJNTAJN THEIR POSITION WITHIN EXIST BETWEEN THE DRAWINGS AND THE STRUCTURAL NOTES. THE STRICTEST PROVISION SPECIFIED TOLERANCES DURING ALL CONSTRUCTION ACTIVITIES. INSERTING DOWELS INTO SHALL GOVERN. WET CONCRETE IS NOT PERMITTED. ANCHOR RODS AND STEEL INSERTS SHALL BE SET BY 3. THE STRUCTURAL DRAWINGS FORM AN INTEGRAL PART OF CONTRACT DOCUMENTS, WHICH TEMPLATE TO WITHIN A I1W TOLERANCE IN ANY DIRECTION WITH MINIMUM EMBEDMENT AND INCLUDE ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL, AND CIVIUSITE DRAWINGS, EXACT PROJECTION INDICATED ON THE DRAWINGS, PRIOR TO PLACING CONCRETE. COORDINATE THE STRUCTURAL DRAWINGS WITH THE REQUIREMENTS SHOWN IN THE OTHER 12. HOOKED BARS SHALL BE STANDARD 90 DEGREE HOOKS PER ACI UNLESS NOTED OTHERWISE ON COMPONENTS OF THE CONTRACT DOCUMENTS. THE DRAWINGS. MINIMUM LAP SPLICE SHALL BE CLASS B PER ACI 318. LOCATION OF LAP 4. TYPICAL DETAILS AND OTHER SECTIONS/DETAILS APPLY TO CONDITIONS THAT ARE SIMILAR TO SPLICES SHALL BE AS INDICATED ON CONSTRUCTION DOCUMENTS. THE CONDITIONS DESCRIBED IN THE SECTIONSIDETAILS. EVEN IF THEY ARE NOT SPECIFICALLY 13. DOWELS INTO FOUNDATION SHALL MATCH SIZE AND SPACING OF VERTICAL REINFORCEMENT AT REFERENCED ON THE PLANS. ALL COLUMNS, PIERS AND WALLS, UNLESS OTHERWISE NOTED. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEANS, METHODS SEQUENCES AND 14. CONTRACTOR SHALL OBTAIN APPROVAL PRIOR TO PLACING OPENINGS OR SLEEVES NOT SHOWN PROCEDURES OF CONSTRUCTION, INCLUDING BUT NOT LIMITED TO TEMPORARY SHORING AND ON THE DRAWINGS, THROUGH ANY STRUCTURAL MEMBER. BRACING. 15. ONE OF THE FOLLOWING CONCRETE SLAB ON GRADE CRACK CONTROL METHODS SHALL BE 6. DO NOT SCALE STRUCTURAL DRAWINGS. IF DIMENSIONS ARE OMITTED OR NOT CLEAR, USED ICONTRACTOR PREFERENCE): CONTACT THE ENGINEER. . CONTROL JOINTS: SHALL BE FORMED, SAWED, OR TOOLED TO A I"MINIMUM DEPTH WITHIN 7� CONSTRUCTION SHALL COMPLY FULLY WITH THE APPLICABLE Pq Do �WM SPEED,,,4 4 ZC WT"NG FOR UNREINFORCED SLAB =.s ONCRETE PLACEMENT. MAXIMUM JO_ LOCAL GOVERNING CODES, CURRENT EDITION, AND ALL REOUIREIDMITIED IN'1`11 CODES SHALL BE ADHERED TO AS IF THEY WERE CALLED FOR OR SHOWN ON THE DRAWINGS. 3-1/2- SLAB: 8 FEET D.C. EACH DIRECTION THIS SHALL NOT BE CONSTRUED TO MEAN THAT REQUIREMENTS SET FORTH ON THE DRAWING 4" SLAB 10 FEET D.C. EACH DIRECTION MAY BE MODIFIED BECAUSE THEY ARE MORE STRINGENT THAN THE CODE REQUIREMENTS OR WELDED WIRE FABRIC CWW.F.) SX6-Wl AXW1.4. WELDED WIRE FABRIC SHALL BE FURNISHED IN BECAUSE THEY ARE NOT SPECIFICALLY REQUIRED BY CODE. FLAT SHEETS (ROLLS NOT PERMITTED) AND SHALL CONFORM TO ASTM A-1 064 AND HAVE A 8, THE ENGINEERS SEAL APPLIES ONLY TO THE STRUCTURAL COMPONENTS ON THIS DOCUMENT. MINIMUM SIDE AND END LAP OF 8 INCHES. ALL DIMENSIONS ARE TO BE VERIFIED WITH THE ARCHITECTURAL DRAWINGS. ANY DEVIATIONS MICRO- OR MACRO- SYNTHETIC FIBER REINFORCEMENT OR DISCREPANCIES ON THESE PLANS MUST BE BROUGHT TO THE IMMEDIATE ATTENTION OF FIBER LENGTHS SHALL BE 1/2"TO 2-1/4" IN LENGTH. DOSAGE AK40UNT SHALL BE FROM 314 TO THE ENGINEER OF RECORD. BACK CHARGES WILL NOT BE ACCEPTED, REGARDLESS OF FAULT, 3.0 POUNDS IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. SYNTHETIC WITHOUT PRIOR NOTIFICATION BY BUILDER WITHIN 48-HOURS AND INVESTIGATION BY FIBERS SHALL COMPLY WITH ASTM C1 116. THE MANUFACTURERISUPPLIER SHALL PROVIDE FIELDSTONE. CERTIFICATION OF COMPLIANCE WITH ASTM CI 116 WHEN REQUESTED BY THE BUILDING 9. THE TERMS'CONCRETE SCREW AND'MASONRY SCREW SHALL BE USED INTERCHANGEABLY OFFICIAL. WITHIN THESE DRAWINGS. CONCRETE/MASONRY SCREWS AS GENERICALLY SPECIFIED WITHIN 16. CONTROL JOINTS SHALL BE FURNISHED WITH A FULL-LENGTH KEYWAY CENTERED ON MEMBERS. THESE DRAWINGS SHALL REFER TO ONE OF THE FOLLOWING ACCEPTED MANUFACTURER WHERE THE SIZE OF KEY IS NOT SHOWN ON THE DRAWINGS, THE KEY SHALL BE 25% OF THE PRODUCTS: SIMPSON STRONGTIE TITEN TURBO. GENUINE TAPCON. OR HILTI KWIK-CON 11. CROSS-SECTION DIMENSION OF THE MEMBER AND MINIMUM 1-1/2 INCHES INTO THE FIRST POUR 10. CONTENT LINKED WITHIN OR CODES THAT MAY BE SHOWN WTH THE DRAWING SET ARE FOR OF CONCRETE. INFORMATIONAL PURPOSES ONLY AND THE PROFESSIONAL SEAL ON THIS DRAWING DOES NOT 17. PROVIDE POCKETS OR RECESSES IN CONCRETE WORK FOR COLUMNS AND BEAMS AS REQUIRED APPLY TO CONTENT CONTAWINED WITHIN ANY QR CODES. EVEN IF NOT SHOWN ON THE DRAWINGS. PROVIDE CONCRETE FILL AFTER BEAM ERECTION. 11. POST INSTALLED EPDXY ANCHORAGE GENERICALLY NOTED WITHIN THESE DRAWINGS SHALL BE 18. CURING OF CONCRETE SURFACES SHALL CONFORM TO ACI 308.1 "STANDARD SPECIFICATION EITHER SIMPSON STRONG TIE SET-313, OR HILTI HIT-HY-150 FOR CONCRETE CURING* AND ACI 308R'GUIDE TO CURING CONCRETE". DESIGN CRITERIA: FOUNDATION NOTES: 1. BUILDING RISK CATEGORY 2. VERTICAL LOADING: ROOF TOP CHORD LIVE LOAD PSF (REDUCIBLE) ROOF TOP CHORD DEAD LOAD =7 PSF ROOF TOP CHORD DEAD LOAD (TILE) 15 PSF ROOF BOTTOM CHORD LIVE LOAD (./ STORAGE) =20 PSF ROOF BOTTOM CHORD LIVE LOAD (W/o STORAGE) 10 PSF ROOF BOTTOM CHORD DEAD LOAD_= 10 PSF FLOOR UVE 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 & FLOORSYSTEM DELEGATED DESIGN SMALL CONFORM TO THE FOLLOWING DESIGN STANDARDS: LOCATION r TOTAL EFLECTION ROOF TRUSSES j LJ240 L/240 1 . �1/2- DOR JOISTSITRUSS i LJ360 i I14An NOTES: 1. MAXIMUM TOTAL LOAD DIFFERENTIAL DEFLECTION BETWEEN ADJACENT PARALLEL MEMBERS SHALL BE 5Ar 2. ANY MEMBER SUPPORTING BRICK/MASONRY SHALL BE LIMITED TO A TOTAL LOAD DEFLECTION OF LJ600 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 3. LATERAL LOADING WIND CRITERIA: BASIC WIND SPEED 140 MPH EXPOSURE CATEGORY -C INTERNAL PRESSURE COEFFICIENT 0. 18 (ENCLOSED) SEISMIC CRITERIA SITE CLASS SEISMIC DESIGN CATEGORY 4 EARTH PRESSURE LOADING: ALLOWABLE SOIL BEARING CAPACITY TOTAL LOADS (INCLUDING V41NO & 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 20-0 Les (MINIMUM) CONCENTRATED FORCE APPL11" IN ANY DIRECTION. IN -FILL COMPONENTS OF GUARDRAJL 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 PLANDRAILS AND GUARDS! CONCRETE NOTES: I . 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. 3. CEMENT SHALL CONFORM TO ASTM C1 SO'SPECIFICATION FOR PORTLAND CEMENT." CONCRETE SHALL BE NORMAL WEIGHT, UNLESS INDICATED OTHERWISE. 4. CONCRETE AGGREGATES SMALL CONFORM TO ASTM C33'SPECiFICATION FOR CONCRETE AGGREGATES.' 5� REINFORCING SHALL CONFORM TO ASTM A-615 GRADE 60. & REINFORCEMENT SMALL BE FABRICATED AND ERECTED ACCORDING TO THE ACI STANDARDS: 'DETAILS AND DETAILING OF CONCRETE REINFORCEMENr, ACI 315 - ANDWANUAL OF ENGINEERING AND PLACING DRAWINGS FOR REINFORCED CONCRETE STRUCTURES', ACi 315R. 7. REINFORCING STEEL AND WELDED WRE FABRIC SHALL BE PLACED WITH MINIMUM CONCRETE COVER AND TOLERANCES AS FOLLOWS: SLAB4WORADE. WITHIN UPPER 2/3 OF SLAB AND 3/4' MINIMUM COVER AT INTERIOR CONDITIONS; 1-1/2'MINIMUM COVER AT EXTERIOR CONDITIONS CONCRETE (FOUNDATIM AGAINST EAffrH: 3' FORMED CONCRIETE.' 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 DIA SPECIFICATION. 1. CONTRACTOR SHALL VERIFY ALL CONDITIONS, INCLUDING UNDERGROUND UTILITIES 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 (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. 5. 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 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 I&ACKFILL 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 ARCHITECTIENGINEER DESCRIBING HIS INVESTIGATIONS OF ANY NON -CONFORMING WORK BACKFILLING: I . 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 DI 557), IN LIFTS NOT EXCEEDING 8 INCHES. MASONRY NOTES: I � CONCRETE MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530,'BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES"AND SHALL BE CONSTRUCTED IN ACCORDANCE NTH ACI 530.1, -SPECIFICATIONS FOR MASONRY STRUCTURES.- 2. CONCRETE MASONRY SHALL CONFORM TO ASTM C90 AND HAVE A MINIMUM COMPRESSIVE STRENGTH Prn = 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. 5. GROUT SMALL CONFORM TO ASTM C476 WTH 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 (1)-#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 M1141- 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' io, #5 25' 3-3/4' 10, #6 34' 4-1/2' "ij 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 GROUTING"AS OUTLINED IN THE NCMA-TEK 3-2A - GROUTING FOR CONCRETE MASONRY WALLS AND ACI SWASCE 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 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 PLACE. AND THE MASONRY HAS REACHED 75% OF THE REQUIRED STRENGTH rm. BRACING SHALL BE PROVIDED IN ACCORDANCE WITH OSHA - CONSTRUCTION SAFETY STANDARDS FOR MASONRY WALL BRACING AND NCMA TEK 34B - "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.- (NDS) 2. PLYWOOD HAS BEEN DESIGNED IN ACCORDANCE WITH'PANEL DESIGN SPECIFICAnON."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 -LISE 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"DLAMETER 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".0.229" WASHERS AT THE ANCHOR SPACING BELOW: MAXIMUM ANCHOR BOLT SPACING= T-O"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 1/2'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: F.= 875 PSI F, = 425 PSI FT = 450 PSI F�= 1150 PSI IF,= 135 PSI E= 1400 KSI WITH THE MOISTURE CONTENT OF THE WOOD IN SERVICE WILL NOT EXCEED 19%. & 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-.2-1/2- 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.2 OR BETTER WITH BASE DESIGN VALUES: F,- 110OPSI F,= 565 PSI FT= 675 PSI FC= 145OPSI IF,= 175PSI E= 140OKSI 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 MICROULAM LVL PARALLAM PSL TIMBERSTRAND LSL E = 2000 KSI E = 1800 KSI E 1300 KSI F� = 26M PSI F� = 2400 PSI F� 1700 PSI I') - 'BOOZER BEAM 2.IE' ARE AN ACCEPTED ALTERNATE TO PSL COLUMNS SPECIFIED ON PLANS PROVIDED THE'BOOZER BEAM 2.1 CIS 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, 48124 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 MANUFACTURERS RECOMMENDATIONS. PROVIDE 0.1 31"x2-1/2" COMMON NAILS AT 6 INCH O.0 ALONG SUPPORTED PANEL EDGES AND 12 INCH O.0 AT INTERMEDIATE SUPPORTS. 11. FOR INTERIOR WALL HEADERS PROVIDE (I)-2X JACK STUD AND (I)-2X KING STUD U.N.O. ON DRAWINGS. 12. FOR EXTERIOR WALL HEADERS PROVIDE (I)-2x JACK STUD AND (l)-2x KING STUD, MINIMUM, REFER TO CHART BELOW U.N.0 ON DRAWINGS: WINDSPEEDOF � = 140 EXP. C WALL HEIGHT 8FT 9FT I DFT STUD SIZE HEADER SPAN (FT) 4 1J/1K IJ/1K 1J/1K 6 1J/1K IJ/1K I J/2K IJ/IK I J/2K 1 J/3K 10 1 J/2K 1J/2 4 20 12 1 J/2K 1 J/3K 1 J/4K 14 1 J/2K 1J/4K ENG -- -1J/3K 1 J/4K EN1.7 - _3 1J/3K -EING ENG WINDSPEED OF 140 EXP. C FWALL HEIGHT BFT 9FT 10FT STUD SIZE HEADER SPAN (FT) 4 1J/1K 1J/1K IJ/IK 6 IJ/1K 1J/IK IJ/IK 8 IJ/IK 1J/IK IJ/1K 10 IJ/1K IJ/IK 1J/IK 2x6 12 IJ/IK IJ/IK 1J/1K 14 IJ/IK IJJiK IJ/IK 16 1 18 1J/IK IJ/1K IJ/IK 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 Gk MIN�) @ 24- O.C. MAXIMUM. 15. STUD COLUMNS UNDER LOAD BEARING POINTS OF GIRDERS/BEAMS SHALL MATCH THE GIRDERIBEAM PLY COUNT WITHIN 1/2' TOLERANCE (2-PLY STUD COLUMN MINIMUM). SOLID BLOCK ALL GIRDER/BEAMS THRU 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 IRC TABLE R602.3(l). 17. FLOOR SYSTEMS ARE DESIGNED BY THE TRUSS AND/OR WOOD I- JOIST MANUFACTURERS DELEGATED ENGINEER AND BE IN CONFORMANCE WITH THE LOADS & 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 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: I � FOR PARTIALLY ENCLOSED AREAS, INCLUDING BUT NOT LIMITED TO LANAIS, PORCHES, AND BALCONIES A 1/7 (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 SMALL BE ATTACHED PER MANUFACTURER SPECIFICATIONS TO BE IN COMPLIANCE NTH R703.1. 2. THE SOFFIT DESIGN PRESSURE IS AS NOTED IN THESE DOCUMENTS. WTH KAYCAN VINYL SOFFIT INSTALLED IN ACCORDANCE WTH MANUFACTURERS REOUIRMENTS AND ICC-ES EVALUATION REPORT ESR-1495 THE SOFFIT WILL COMPLY WITH R703.1. 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 NTH ANSI/TPI I "NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION.' FINAL PRE-ENGINEERED ROOF TRUSS FRAMING LAYOUT AND DESIGNS TO BE BY ROOF MANUFACTURERS 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 RECORD,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) SMALL 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: I 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" (" AT FLOOR LEVEL. DRILL AND EPDXY #5 REBAR (32- LG.) INTO THE THICKENED EDGE OF SLAB. LAP VERTICAL REINFORCEMENT IN ACCORDA14CE WITH MASONRY NOTES LAP SCHEDULE, PLACING A HOOKED BAR WTH 12"LAP AT THE TOP OF WALL WITH THE CONTINUOUS REBAR IN THE TIE BEAM/BOND BEAM. COMPLETE GROUTING OF WALL. 2. MISSING/MISPLACED 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 WTH 7" EMBEDMENT INTO CONCRETE. A 1/2"THREADED ROD SET-3G EPDXY 7" EMBEDMENT NTH "/4"MINIMUM EDGE DISTANCE AND 7-1/2" MINIMUM END DISTANCE IS A DIRECT 11 REPLACEMENT FOR A 1/2" DIAMETER ANCHOR BOLT WITH 7' EMBEDMENT INTO CONCRETE. INTO GROUT FILLED MASONRY (GFCMtJ): A 1/2"x6"TITEN HD NTH 1-3/4" MINIMUM EDGE DISTANCE AND 8"MINIMUM END DISTANCE AT 4'-B" O.C. REPLACES A 1/2- DIAMETER ANCHOR BOLT WITH 7- EMBEDMENT AT 9-0- 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 � 1 140 ISO V-3" NOTES: 1. MASA SPACING BASED ON NO MORE THAN ONE IN THREE INSTALLED WITH ONE LEG INSTALLED VERTICALLY ATTACHED TO STUD 4 MISSfNGIMISPLACED 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 (I.E. 3- L& NALS). WHEN GAP IS GREATER THAN 1-1/2", INSTALL NEW ANCHORS. 5 MASONRY WALL OVERHANGING SLAB BLOM OVERIAAW REPAIR � 5/8' NO REPAIR REO'D 5/8" < OVERHANG < 1-1/2' GROUT SOLID BOTTOM 3 COURSES OF AFFECTED WALL LENGTH �1-1 12" 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 (I 2).1/4'XI -1/2"SDS SCREWS. FOR MULTI -PLY 2X STUDS USE HSS2-'#--SDS3 WITH (12)-1/4-X3- SDS SCREWS, WHERE "#'CORRESPONDS TO THE NUMBER OF STUDS IN THE MULTI -PLY. ATTOP PLATE& 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 i-1/2'WIDE AND MUST BE FASTENED WITH (8)-16D NAILS ON EACH SIDE OF THE OPENING. ORD Fieldstone C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERING: N 29349 E3 IBRAHEM ELAYEB, PE =.a P.E.# 91476 E BENJAMIN NIESE, PE --0 EO oo P.E.# 86025 05/15/2024 MAL. jjj%�\ DATE 111111 III\\\ g - 1-92 Michigan 3400 Auburn Rd Suite 200 Auburn Hills, Ml 48326 +1 248,622,4035 Florida 12906 Tampa Oaks Blvd. Suite 150 Tampa, FIL 33637 +1 813.466.3310 www.fieldsioneae.com C0 I 0 z 0 LU -zm F C,) Uj LU 0 _j -J - LU Q rr 0 E0 L (0 LL w LU U) -J < cc cc )- < Z-7; to - C') W 0 0 N - Lo F- SWAT -J, FDRAw-N BYT- FAE 11 VERSIONL.5.0 SHEET NAME COVER SHEET SHEET # so 1 1-140 CMU COL CMU COL. 8' CMU, VERT. PER PLAN PER PLAN CMU COL. REINF. PERPLAN g STARTER w VERT. REINF. VERT. REINF. PER PLAN COURSE - . PER PLAN PAVERS PER PLAN VERT. REINF. ALT. CMU SEAT 0'-0' SLOPE 0'-0' SLOPE FINISH GRADE PER PLAN Q 1 1 /2' FROM z w 111 TOP OF SLAB CONCRETE § O w CONCRETE •.. § JO w CONCRETE b O w y; ? FINISH GRADE FOOTING FOOTING - o 333"""""" m FOOTING m w PER PLAN 'r 0 PER PLAN '. 'T. PER PLAN f m 1 MONOLITHIC FND. w/ PER PLAN PER PLAN 2.1SI T10R/� (2)-#4 CONT. ON CHAIRS py /�/CONNCRETE/y�� � L��� PAVERS �, PER PLAN SP11MM1111F11WIY1f1U 11101/2023 �111VMTA\f11 Wf11e WLULIRL� 2/28/2022 r rVJN r FMM-010 FGM-033 8' CMU. VERT. 8' CMU, VL7LT. 8' CMU. VERT. REINF. PER PLAN REINF. PER PLAN 3/4• RECESS IN SLAB REINF. PER PLAN POURED CURB OR CMU BLOCK 9' CMU STARTER COURSE POURED CURB OR 014y CMU BLOCK FINISH GRADE -94r _ POURED CURB OR CMU BLOCK - S=•Q FINISH GRADE SLOPE Z a4 • bZ b� MONOLITHIC FND. w/ (2) 1'-0' MONOLITHIC FND. w/ (2) 1 1 Q MONOLITHIC FND. wl (2) 1'�• Q #4 CONT. ON CHAIRS 1 4 Q #4 CONT. ON CHAIRS #4 CONT. ON CHAIRS 2 STORY 2 STORY R 88 N/ BL 45 2 STORY �1EXIERIOR MASONRY WALL @ GARAGE 11/01 /2023 SWAGE DOORRECE53ED SILL DOOR PER SPEC. z z g DOOR PER SPEC. i SGD PER SPEC. a m PAVERS PER SPEC. DOOR THRESHOLD a DOOR THRESHOLD w g 3' wa GROUT BED N (THICKNESS VARIES) a -PAVERS PER SPEC. 0'-0• SLOPE 0'-0' 0'-O' SLOPE (THICKNESSVARIES SCOPE �.. .. ..' �. •' � _. ALT. BRICK THRESHOLD A - 1,, Q ENTRY O CONCRETE 1.� Q ENTITY @PAVERS 1 y Q BLDR10 GLASS DOOR ^ ,�/�/� 2 STORY 2 STORY ALT. FLUSH BRICK 2 STORY �� R/1/1/R THRESHOLD 2/28/2022 FMG 070 8' CMU, VERT. REINF. PER PLAN 101/7 POURED CURB OR 0'-0- CMU BLOCK SLO SLOPE ID 3/4' RECESS IN SLAB t'-0' MONOLITHIC FND. w/ (2) 1�' Q #4 CONT. ON CHAIRS RECESS al PAVERS 2 STORY 11/0112023 FMM 060 WALL S F7G 2x FRAME WALL w/ P.T. ANCHOR BOLTS OR STRAPS, SILL PLATE, PER PLAN SEE GENERAL NOTES, U.N.O. STEP PER PLAN SLOPE 1L 1 1' 1' (2)44 CONT. ON CHAIRS ' Q l3)-#4 AT 2 STORY- 2 STORY •#5ALLLOWED ILO #4 CLOED0a FQE @MNO) 11/01/2023 NOT TO SCALE FMG-090 F WALL & PER EXPANSION POST BASE CONNECTOR SCHEDULE ALTERNATE TO FTG EXPANSK)Pl F CORNER BAR w/ LAP ANCHOR 4' MIN POST PER PLAN BASIC WIND SPEED CORNER SPLICE: SPLICE EA. SIDE. SAME ANCHOR BOLTS OR STRAPS, 2x FRAME WALL w/ P T. PER GEN NOTES PROVIDE CONT. STEEL SEE GENERAL NOTES, U.N.O. SILL PLATE, PER PLAN EPDXY ANCHOR: POST BASE, SIZE PER SIZE AS CONT. FTG. STEEL 1-3/4• MIN POST REINF. BARS BENT AT CONC SLAB PER PLAN CHART U.N.O. PER PLAN <=140 MPH > 140 MPH SIZE CORNERS THE TO COMPLY FINISH GRADE SLOPE C. SLAB 4x4 ABW44Z ABUMZ /THE INTENT Of THE PER PLAN 6x6 ABW66Z, BUILDING CODE k b . •-'J _ _ _ REFER TO DETAIL FOR MINIMUM EDGE DISTANCES IN NUMBER CORNER Z n BARS EQUAA CORNER NUMBER 1 •. ::. C 1 w w �' ANCHOR TYPE SELECTION 1— 1 o c7 17 z `+ • • . STD- SLAB BEYOND . TYPE'ABW POST BASES USE 1/2•X3-3/4' EXPANSION OF CONT. BARS m w z ' • FTG 8 REINF ANCHOR OR 1 /2' ATR DRILL 8 EPDXY W/ 3' MIN EMBED NUMBER OF ON CHAIRS" a. POBTIfTG LOCATION PER PLAN . TYPE'ABU' POST BASES USE 1/7X5.1/7 EXPANSION VERTICAL LAP SPLICE REBAR PER PLAN ••#5 ALLOWED ILO #4 ANCHOR OR 51W ATR DRILL & EPDXY W/ 8• MIN EMBED DOWEL PER PLAN ���pn { ••#5 ALLOWED ILO #4 /�pR/ED-[)INLrP►LAN�•r /y�pI &NO-� RICKLED SLAB@ INT. WALL PRANG) 11/01/2023 F11A �11/01/2023 NfV11VLI11Ll\L eD FIG. OMEN 11/01/2023 TO SCALE FMG-100 FMG-110 FGG-120 8• CMU, VEFIT. REINF. PER PLAN CONC SLAB EXTERIOR FINISH (PER ELEV.) (1) #4 REINFORCMENT SEE FOUNDATION PLAN 9 1/4• PER PLAN PENETRATING FINISH FLOOR BAR CONT., TYP. z SEE FOUNDATION PLAN FORM SLAB �+ _, __- FINISH GRADE PIPE LOOP TIE AS a SHOWER LOCATION LV►. �/ REOUIPIED �.,- 0'4Y w _ _ _ PENETRATING PIPE" _ 5 PVC SLEEVE" a PVC LONGIT DNAL TRAMSVEiBE -• '• i SEE VIEW MONOLITHIC SLEEVE•• FRONT VIEW • MONOLITHIC FND. PER PLAN "VERIFY LOCATION IN FIELD FND. PER PLAN �1BEAAING PENETRATION • CMU 11/12/2021 �1RECESS IN SLAB ll SI TOWER 2/28/2022 r1J r rcv .e. FRAM 1. FMW260 O0O Fieldstone C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERING 29349 O IBRAHEM ELAYEB, PE P.E.# 91476 ■ BENJAMIN NIESE, PE P.E.# 86025 05/15/2024 DATE ``111111111��� No. �Q E OF ��` 0 �` 111111 �S°yTbab g?sYa,�e��fifroc8 26fi°.;frSSfiEj- 6� ESca?`_eS� Michigan 3400 Aubum 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 N rM 7 a Z Q Q M z J J (� W O O O L (n LL_ U W C6 wU)-j vi C7 = _ W Q�2 0 a oMN O C) Ln F DRAWN BY: I FAE VERSION: 5.0 SHEET NAME FOUNDATION DETAILS SHEET # S1.0 J 206 17-0 Y6 166 4'4r '-0' 10-0• RDC 24x24•x1 r CONC. FIG. W/FOC tlD #4 BARS @ 1Y O.C. EA. WAY nl �i _ R1 R1 R1 VA DU ± y MD (0 OPT. (P OPT. ® OPT. a ,SCREEN SCREEN SCREEN § b' 4'-4' 2'-1 3'-10' 3'-10' I I 6 2'-2- 3'6 3'-10' 1 Y-10' VERIFY MO VERIFY MO a RIFY VERIFY MO / MO — i — — — — — — — — — — — — — — — — IW to l r b I 11'-7 1/2' 8'6 14'-10112' � I A � - - ------------- '---- - /JFN� — 1 — � a? T. 19'-10' 15'-Y D }� Y F— I I � 1 !u i I p= II VARIES a 0 N ^b 24'X24'X1 Y CONC. FTG. W/ ¢� M4 BARS @ IT O.C. EA. WAY — N RI ao t� ti ly b •- eD Y� �jH v < I > I I 0 N RIFV is VERIFY MO MO VERIFY MO VERIFY MO 166 4 T 1'-' 3'-10' 3'-10' § n b - O N § 24'X24'X12' CONC. FTG. W/ -- ,i'4 BARS (g 1r O.C. EA. WAY aD 13'd• �J 14-W 154' 35'-0' FOUNDATION PLAN - ELEV. 11J" SCALE: NOTES: 1. 3 1/2' CONCRETE SLAB ON GRADE OVER VAPOR BARRIER 2. REFERENCE FINISHED FLOOR ELEVATION = 0-0' 3. REFER TO DWG SO.1 FOR GENERAL STRUCTURAL NOTES O@O Fieldstone C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERING 29349 O IBRAHEM ELAYEB, PE P.E.# 91476 ■ BENJAMIN NIESE, PE P.E.# 86025 05/15/2024 DATE ```���111111► �' �3 j No. 4:_ Q STATE OF I1NAL �?� . 111 la(�(=e$a s' E s B sale€`ooB°EIS, 2gSpafifiE: R efifrg�ufrogb�'�� BS�a oaao€s 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 N M H O QaM J J LU J 0 woo O/ tL—(n LL w J U w(n-j v) 0 2 CC 13a Q2 0`�°a 0_ N 0 Lf1 C) F DRAWN BY: I FAE VERSION: 5A SHEET NAME FOUNDATION PLAN - SLAB SHEET # S1.1 i 7 8F16-OB/1T CONTINUOUS LINTEL OVER MASONRY COLUMN. DRILLI HOLE IN BASE OF LINTEL & n m EXTEND REBAR THROUGH 8F76-OB/1T w/ LINTEL RECESS BF32-OBl1T BF76-OB/iT 25 SH 25 SH 2868 DOOR 25 SH wl1 sus I Y 2.6 STUDS oN LINE OF SECOND FLOOR ABOVE 4SC CONTINUOUS LINTEL OVER 1 MASONRY COLUMN. DRILL 3' HOLE IN BASE OF LINTEL & EXTEND REBARTHROUGH_ 3SC I 'I _ I I � L — — — ——— --- I J BF34-18/1T w/ LINTEL RECESS BF16-OB/1T SF16-B/1T 16070 OHGD 3080 DOOR 25 SH END 25 SH �m—�1♦ � 6F16-16/1T r FIRST FLOOR WALL/HEADER PLAN-ELEV. 11J" SCALE: - =1'-0" — NOTES: 1. REFER TO DWG SO FOR GENERAL STRUCTURAL NOTES 8 O0O Fieldstone C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERING: 29349 0 IBRAHEM ELAYEB, PE P.E.# 91476 ■ BENJAMIN NIESE, PE P.E.# 86025 05/15/2024 DATE � NSF No. 86 iG EOF • F�ORIOP' ,��' F \\\ -N�Q- a P - sz-6 NfimE E. ©ofrog�=� a�sPg° o a " E o N o a 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. tieldstoneae. com N M F" Cl) OZ -ZM J JUj J woo O U- u- w Cfi U w Cn J_ vi td � _ 1:14 cc W Q Q' S d O _oMN LO E-� I L —i DRAWN BY: FAE VERSION: 5.0 SHEET NAME WALL/HEADER PLAN SHEET # S2.1 J 25C - MSTCM40 FROM KING STUD ACCROSS FLOOR TO CMU WALL BELOW (2) 2x4 (2) 2xa 3050 SH 3050 SH I2,- .z WALL (2) 2xa 3050 SH :S16 HORIZONTAL TAL STRAP CONT. ABOVE & BELOW OPENINGS PER SW6/S4.2 (2)LSTA12 FROM BASE - OF (2) 2x COLUMN TO GIRDER BELOW SECOND FLOOR W SCALE. 1/4"=1'-0' MSTCM411 FROM KING STUD ACCROSS FLOOR TO CMU WALL BELOW (2) 2x4 3050 SH END CS16 HORIZONTAL STRAP CONT. ABOVE &BELOW OPENINGS PER SW6/S4.2 (2) 2x4 3050 SH (2)LSTA12 FROM BASE � F OF (2) 2x COLUMN TO (2) 2x4 (2) 2x4 GIRDER BELOW 3050 SH 3050 SH HEADER PLAN - ELEV. II JII 2SC ODO Fieldstone C.O.A.# ARCHITECURE: AA26002802 i C.O.E.# ENGINEERING: No. 86 29349 O IBRAHEM ELAYEB, PE P.E.# 91476 ■ BENJAMIN NIESE, PE E OF 411 P.E.# 86025 c4OR10'. • ' ��� 05DATE 24 /�NAL ,11 o>;-b e�b�AEa"ude V�gg'n' <oS: a'Se o a �eo�u 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 N M (~ M O 11 Z v LO cc"))`J Q z w LLi J w0Cr 00 O LLNLL J w U wcn-j W QLU F om= c0^a o M IV O F F L J DRAWN BY: I FAE VERSION::5 SHEET NAME SECOND FLOOR HEADER PLAN SHEET # S2.2J GIRDER PER MANUF. LOCATION OF PLUMBING DROPS (TYPICAL) j E 11 v (2)HTS16 TO (2)2x4 BU COLUMN. DTT2Z @ BA COLUMN W/ (8) 1/4"xt-1/I 8' 1/2' ATR ACROSS FU SET-3G EPDXIED TO Ti CMU WALL, MIN. 12' E SEE RE (2)MTS16 TO (2)2x4 BU COLUMN. DTT2Z @ BA — LOCATION OF COLUMN w/ (8) 1/4Y1-1/', (M BUILT UP PLUMBING DROPS (2) MTS1Lt)TT2(8)1/4mxl SET-& 1/2" ATR ACROSS FU TO T COLUM(8)1/4'xt CU3WALL, MIN 12'E 1/2'SDTO BASE SEE RI OF C'ATR TO( 2)HETA16 F/ SET-3Gw/(12)16d E' EMBED. i- THA422 OR HAGER PER MANUF. (L�M BUILT UP COLUMN (2) MTS16 TO (4)2x4 BUI COLUMN, DTT2Z w/ (8) 1/2" SDS SCREWS TO OF COLUMN & 1/2" A FONDATION w/ SI EPDXY, MIN 8" EL FLOOR/LOW ROOF FRAMING PLAN ELEV. H JII SCALE: 1/4•-l'-V NOTES: 1. REFER TO DWG SO.1 FOR GENERAL STRUCTURAL NOTES 2. REFER TO DETAILS ON DWG 54.1 FOR ROOF SHEATHING REQUIREMENTS ROOF FRAMING PLAN ELEV. II JII SCALE: ,/.•_,'-0• - NOTES: 1. REFER TO DWG SO.1 FOR GENERAL STRUCTURAL NOTES 2. REFER TO DETAILS ON DWG S4.1 FOR ROOF SHEATHING REQUIREMENTS TRUSS NOTES ` n a o = —„ am oC 5 a 0 a: UNLESS OTHERWISE NOTED ON PLANS: e o 0 4. < 3„ 1. ALL TRUSS STRAPS TO MASONRY ARE T BE META16. 2. ALL TRUSS STRAPS TO WOOD TO BE SIMPSON H1OA. WHEN INSTALLED ON o EXTERIOR WALLS SHALL BE CONNECTED THROUGH EXTERIOR SHEATHING. :€gym (2) H2.5A TO BE USED TO MULTI -PLY TRUSS, g 2 ` 5 o E (1) EACH SIDE w/ed NAILS MIN. SIMPSONi c "' is b `o w H2.5A MAY BE USED ON JACK TRUSSES ' o 8 0 ,. 1? - o E ON THE EXTERIOR OF THE WALL wf MI - - ' ` 5 ®-=a °�° gg 3. ILO TW METAL TRUSS CONNECTORS, FRAME SCREWS MAY BE USED AT CONTRACTOR OPTION PER THE FOLLOWING: A) TRUSS TO TOP PLATE TO BE (2) SIMPSON SDWC15600 B) MULTI -PLY TRUSS REQUIRE (2) SOWC166DO AT EA PLV C) (1) SDWC15600 SCREW FROM TOP PLATES TO JACK TRUSSES 4. FOR DBL TWIST STRAP TRUSS CONNECTIONS (LTS/MTS/HTS) REFER T DETAIL R60 FOR INSTALLATION Michigan CONFIGURATIONS. 3400 Auburn Rd Suite 200 Auburn Hills, MI 48326 DWAMER +1248.622.4035 Florida FOR PLANS FIELDSTONE AE IS NOT CONTRACTED TO PERFORM TRUSS REVIEW 12906 Tampa Oaks Blvd. ON, THE CONTRACTOR IS RESPONSIBLE TO Suite 150 ASSURE THE DIRECT COMPLIANCE OFTRUS 5 Tampa, FL 33637 MANUFACTURER LAYOUT TO THESE +1813.466.3310 816 TO(2)2x4 BUILT UP DRAWI NGS & VERIFY ALL TRUSS MN. DTT2Z @ BASE OF CONNECTORS ARE SUFFICIENT TO N w/ (8) 1/4k1-1/2' SDS WITHSTAND THE UPLIFTAATERAL LOADS WWW.Neldstoneae.com ATR ACROSS FLOOR & IMPOSED. G EPDXIED TO TOP OF WALL, MIN. 12" EMBED. IF ANY TRUSS CONNECTOR SHOWN IN THE SEE R60/54.1 DRAWINGS CAPACITY HAS BEEN EXCEEDED THE TRUSS MANUFACTURER SHALL NOTIFY THE ENGINEER OF RECORD IMMEDIATELY ORO Fieldstone C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERING: 29349 O IBRAHEM ELAYEB, PE P.E.# 91476 ■ BENJAMIN NIESE, PE P.E.# 86025 05/15/2024 DATE N ,O STATE OF FLOR10P' •' N, //I ONAL �? �� 0 z Cn Cn Ix O r- L M Wth QMM Q C JW J Woo i.— Q J ILLL W J J W J_ Q M _ C7^a _O M N DRAWN BY: I FA VERSION: 5.0 SHEET NAME ROOF & FLOOR FRAMING PLAN SS3.1 J J STRUCTURAL SHEATHING, SEE PLAN AND DETAILS FOR ATTACHMENT REFS ALL TRUSS ATTACHMENT. A VALLEY SET REFER TO ARCHITECTURAL DRAWINGS STRUCTURAL SHEATHING ALL TRUSS ENDS ARE TO BE SECURED TO THE EXT. WALL AND/OR TRUSS MANUFACTURER SEE PLAN AND DETAILS TRUSSES @ 24' O C. PRE-ENGINEERED BELOW USING ONE OF THE BELOW METHODS. ONE FULL VALLEY SET 1 1/2' WOOD TRUSSES DRAWINGS FOR SPECIFIC TRUSS FOR ATTACHMEN*FRAMING OPTION MUST BE USED FOR CONTINUOUS LOAD PATH. 22 1/2' MIN. 9' LONG 20 TRUSSES @ PRORLE INFORMATION. (i.e. HEEL a INSTALL TYPICAL TRUSS CONNECTOR THROUGH EXT. P OPTI 24' D.C. AT 24' O.C. MAX. HEIGHTS. SLOPE. OVERHANGS) PRE-ENGINEERED - TEE 1 GA. STRAP SHEATHING INTO DOUBLE TOP PLATES. 04 30` - OR - WOOD TRUSSESSHEATHING IS CONTINUOUS AND WILL TRANSFER w SHEATHING 2x RIBBON BOARD N AT 24. O.C. MAX.COMBINED SHEAR & UPLIFT. SDWC15600 SHEATHING PER PLAN 2x BLOCKING AT b INSTALL TYPICAL TRUSS CONNECTOR FROM TRUSS TO PER PLAN ATTACHED 70 TRUSS SHEATHING EDGES w/ (3) w/ (3) 1 Od NAILS, 24' � - OR.TOP PULE ON INSIDE OF THE WALL. ADDITIONALLY m m 8d NAILS INTO TRUSS INSTALL LT812 TOP PLATE -TO -STIR CONNECTORS ®FA O.C. CENTER MAX. 2x BLOCKING AT 2x RIBBON BOAOVERHANG OVERHANG CONTINUOUS STUD. EXT. SHEATHING IS CONTINUOU$AND WILL STRUCTURAL SHEATHING SPACING SHEATHING EDGES w/ (3) Bd ATTACHED TO TRUSSTRANSFER COMBINED SHEAR & UPLIFT. PER PLAN PER PLAN 2X4 BLOCKING NAIL PER TYPICAL CONTINUOUS STRUCTURAL NAILS INTO TRUSS (3) 1 Od NAILS, 24' Oc. INSTALL TYPICAL TRUSS SCREWS FROM TRUSS TO TOP 1/2•-1 3/4' UNDER TRUSS SHEATHING DETAIL SHEATHING NAIL PER CONTINUOUS STRUCTURAL CENTER MAX. SPACIPUTS, EXT SHEATHING IS coNnqu0U8 AND WILL - ENDS, NAIL TO TYPICAL SHEATHING DETAIL TRANSFER COMBINED SHEAR & UPLIFT. 81NGLE BDWC: COIFKLl1RATION A 8MN31.E 8DWC: CONFpURAT10N B TRUSS CHORDS SHEATHING NAIL PER CONTINUOUS STRUCTUR(1)SDWC75600 TYPICAL TRUSS (TRUSS OFFSET FROM STUD) (TRUSS ALIGNED WITH STUD) TYPICAL TRUSS TYPICAL SHEATHING DETAIL SHEATHING NAIL Pw/ 13) 10d EA. TRUSS SCREW ANCHOR PER PLAN DETAIL AT TRUSS HEEL > 9 1/4' ANCHOR PER PLAN TYPICAL SHEATHING DET�,,I INSTALL THROUGH TOP PLATE INSTALL THROUGH TOP PLATE END. TO EVERY FRAMING PER PLAN 4`44`1�4'-14' INTO TRUSSAAFTER INTO TRUSS/RAFTER TRUSS BELOW MOTE PER PLAN J REFER TO ARCHITECTURAL DRAWINGS AND/OR TRUSS MANUFACTURER DRAWINGS FOR DETAIL A7 TRUSS HEEL > 91/4' 1 / OR SPECIFIC TRUSS PROFILE INFORMATION. (i.e. HEEL HEIGHTS, SLOPE, OVERHANGS) STRUCTURAL SHEATHING, SEE PLAN AND DETAILS FOR TRUSS OR STRUCTURAL SHEATHING, SEE ATTACHMENT RAFTER TRUSS OR RAFTER TRUSS OR RAFTER PLAN AND DETAILS FOR 3!4' ATTACHMENT PRE-ENGINEERED WOOD (2) SDWC15600 (2) SDWC15600 (2) SDWC156DO VALLEY SET PRE-ENGINEERED WOOD TRUSSES AT 24. O.C. MAX. TRUSSES Q 24' O.C. TRUSSES AT 24' O.C. MAX. TRUSS ANCHOR PER PLAN m m m m m m SHEATHING FRAMING PER PLAN PER PLAN TRUSS ANCHOR — 3' OVERHANG OVERHANG OVERHANG PLAN FASCIA, (SEE ARCH DWGS) CONTINUOUS STRUCTURAL +/- 1/4' PER PUN PER PLAN PER PLAN ------------- PER . . SHEATHING NAIL PER 3/4'-11/4' 3i4'-11/I' 1n'-1' 1n'-1' W-7/S' 1n'-7/B' 2X4 PURLIN@EA. VALLEY FASCIA, (SEE ARCH DWGS) a O TYPICAL SHEATHING DETAIL a� O O Q TRUSS, NAIL TO COMMON BOND BEAM 3/4' DOUBLE SDWQ DOUBLE SOM: CONFIGURATION B DOUBLE SDWQ CONFIGURATION D TRUSS W (3) 16d GUN NAILS PER PLAN DETAIL AT TYPICAL TRUSS w/ HEEL < 91/4' +/ ' 27-2 27-25' CONFIGURATION A (TRUSS OFFSET FROM STUD) INSTALLED THROUGH DETAIL AT TYPICAL TRUSS (TRUSS ALIGNED WITH STUD) INSTALL THROUGH TOP PLATE INTO TRUSSIRAFTER INTO TOP PLATE ` BOTTOM CHORD OF VALLEY' 22 //2` 22 1/7 INSTALL THROUGH TOP TRUSSARAFTER TRUSS NAILED TO PURUN w/ w/ HEEL < 91/4' OPTIMAL OPTIMAL O pr�/�� T•p /�M ����/y�py a �p���p m ryy �p� �/�p 1 .7� �y�p�L&� /y������/P�LTLA/T�ELI�NTO TRUSS/RAFTER 7pL LLB �� Ly ��•r ry,�p �p��� l Od GUN NAIL @ 8' O.C. �1ROOF RLSO\NVYJINR 11/01/2023 �� IfTYJVVI\LI1M111N 11/0112013 Er� /LYLLLLl11V1/V1/DLLIVfPL/11G&71RTCtt1AJl\I\LLIMN 11/01/2023 ��ILI{hT7VIYICIJLIV1Lf1ffYVNE 1 vo1 noz3 nv I vc // ,_ nw ,.. NOT TO SCALE R=010 �/ RW W-020 RW W-030 NOT TO SCALE RWG-060 2X4 BLOCKING AT 2'-7 STRUCTURAL SHEATHING, O.C. w/ (2) 12d TOENAILS (SEE PLAN FOR EA. END TO TRUSS ATTACHMENT) PRE-ENGINEERED BOND BEAM PER TRUSSES AT 24.O.C. PLAN AND SCHEDULE _ SHEATHING PER PLAN 8' CMU WALL. SEE META16 AT BLOCKING PLAN FOR VERT. LEINF. R07 WALL BMUNG @OHM. E9. WAIL XON,SHER 11/01 n023 NOT TO SCALE RWM-070 STRUCTURAL SHEATHING PER PLAN PRE-ENGINEERED TRUSSES AT 24' O.C. TRUSS STRAP PER PLAN Y i T� 8' CMU WALL, � SHEATHING PER PLAN � SEE PLAN FOR f� VERT. REINF. SBRACING Q PERPENDICULAR BRG, WAIL 1 v01 n023 NOT TO SCALE RWM-OW CONTINUOUS CONT. 2X4 (MIN.) w/ STRUCTURAL STRUCTURAL (2) 1Od NAILS SHEATHING PER PUN SHEATHING, SEE PLAN FOR 2X4 OUTRIGGER AT 24' O.C. REQ'D AT ATTACHMENT OVERHANGS GREATER THAN I5'. 1 Od TOENAILS @ (2) A35 @ EA ATTACH TO GABLE DROPPED TOP CHORD OUTRIGGER TO S' O.C. TRUSS TO w/ TYP TRUSS CONNECTOR PER PLAN TRUSS w/ (3)'od TOP PLATE HORIZONTALS ACE. TOENAILS WALL FRAMING ONE EA. SIDE STRUCTURAL ALONG TOP PLATE SHEATHING PER PLAN DROPPED TOP CAME W/ OUTRIGGERS PER PUN WOOD 2X4 BLOCKING @ COM. 2X4 (MIN.) w/ REOD AT 170 MPH OR GREATER EDGE NAILING SHEATHING EDGE (2) 1Od NAILS IN LIEU OF BLOCKING AND w/ (2) 1 Dd @ EA EDGE NAILING SHOWN END TO ADJACENT 2X4 LADDER FRAMING AT WITHIN THE GABLE, IT IS TRUSS WEB 24' O.C. READ AT ACCEPTABLE TO USE (OR BOTTOM OVERHANGS UP TO 15'. 'EDGE NAIL SPACING TO CHORD NAILING ATTACH TO TRUSS TOP AS SHOWN) CHORD w/ (2) 16d NAILS BOTTOM CHORD OF TRUSS TO TRANSFER LOAD. AT 16' O.C. 2X4 BLOCKING @ GABLE TRUSS w/ TOE -NHL SHEATHING EDGE w/ VERTICAL WEBS AS EDGE NAILING (2) 1 Od Q FA END NOTED IN THE SHEATHING TO ADJACENT STUD FRAMING SHEET A.A q.q SPLICED SHEATHING TRUSS NOTES (3) 1Od NAILS @ (3) 10d NAILS @ EA. TRUSS CHORD EA. TRUSS CHORD NAIL BOTTOM CHORD OF GABLE TRUSS w/ 12ds AT 4- O.C. A35 q35 MASONRY SEE PUN FOR AA ryr0001) IRA @L%SONFM ATTACHMENT OF ALL STRUCTURAL SHEATHING. STRUCTURAL TYPTRUSS SHEATHING PER PLAN CONNECTOR CONT. 2X0 w/ (2) PER PLAN 12d NAILS SEE REWIRED BRACING PER TRUSS MANUFACTURER J' ALT. OUTLOOKER FRAMING (REO'D AT 170MPH OR GREATER) BLOCKING AS REWIRED FOR BRACING BY TRUSS CONT. 2X4 w/ (2) 12d NAILS MANUFACTURER. II BRACING BRACING PER TRUSS PERNT TRUSS STRUCTURAL SHEATHING SEE REQUIRED MANUFACTURER @ 10'-(Y PRE-ENGINEERED WOOD BRACING PER TRUSS MAX. SPACING. TRUSSES AT 7-LY O C. MAX. MANUFACTURER (1) ADDITIONAL FLAT 2X4 FASCIA (i.e. BSCI REOMTS) WITH BLOCKING (SEE ARCH. DWG.) EXTENDING A MIN. OF (3) TRUSS BAYS PLACED BETWEEN PERMANENT TRUSS BRACING PROVIDE 2X8 PT PLATE w/ 1/7 DIA. x 17 (RESULTING IN 5'-0 MAX. ANCHOR BOLTS @ 4'.0. O.C. MAX w/ 3Yi OVERALL BRACING) PL WASHERS AND 7' EMBED. NOTCH HORIZONTAL 2x HORIZONTAL 2x BLOCKING OVER PLATE. BLOCKING BETWEEN MASONRY WALL, BOND BEAM, UNTEL BEAM, FIRST 3 BAYS OF OR RAKED BEAM PER PLAN. FOR RAKED FRAMING TO BEAM Q VAULTED CONDITION, SEE PLAN PERMANENT BRACING AND DETAIL w/ 1 Dd @ 4. O C. &1GA END TIM BRACING DETAIL 11/01/2023 nva .e. RWM 090 'X' = 10% 3 'X. = 10% X. = 1D% ` HOUSE WIDTH HOUSE WIDTH HOUSE WIDTH ,M G 2 2 3 O12 �r� < ciD RIDGE RIDGE RIDGE 1� GABLE END GABLE END BOSTON HIP 3 WaLE HIP RDDF SHEATIHM NAILS ROOF FASTENMq ZONES Sd RING SHANK 0.113' x 2-3/e' 1 2 3 711 S' SPAN RATED SHEATHING OR TILE: 15/32' SPAN RATED SHEATHING OR METAL: 15/32' SPAN RATED SHEATHING PANEL EDGES Q SUPPORTS (1) 6' O.C. 6' O.C. 4. O.C. PANEL FIELD (1) 6' O.C. 6' O.C. w O.C. NOTES: 1. LONG SIDE OF SHEATHING TO BE PERPENDICULAR TO TRUSSES OR RAFTEF&TYPICAL. 2. EDGE SPACING ALSO APPLIES OVER GABLE END WALLS OR TRUSSES. 3. FASTENING ZONES 2 AND 3 ARE EQUAL TO 10% OF TOTAL HOUSE WIDTH, DIMENSION')' OFFSET FROM ROOF EDGE. 30 WIDE HOUSE = T ZONE. 40 WIDE HOUSE = 4' ZONE, 50 WIDE HOUSE = V ZONE. 60 WIDE HOUSE = 0 ZONE (e) 1 Od NAILS EA. STRAP ENGINEERED WOOD ROOF TRUSS AT 24' O.C. MAX. d WHEN QUANTITY OF MISSED TRUSS STRAPS MISSED EXCEEDS (5) CONSECUTIVE LOCATIONS, INSTALL HGAMI.1A w (4)-1/4'x2-3/4' MASONRY SCREWS TO TOP OF WALL & (4)-1/4'x1-1/7 SOS SCREWS TO TRUSS TO AFFECTED MISSED TRUSSES a° TYPICAL CMU WALL (1) SIMPSON HTSM16 (OR APPROVED EQUAL)AT EA, MISSED LOCATION (4) 114'0 x 2 1/4' MASONRY SCREWS AT EA. STRAP CONDITONS OF USE: 1. UPLIFT VALUE FOR TRUSS LOCATION DOES NOT EXCEED 1.110 bs. 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. R11 ROOF SHEATHING ATTAMINICI\I DVWT1rLN1 (MAXIMUM OF 150 MPH EXP C)11/0112,023 R13 m SW F0aR 11/01/2023 RWG110 NOT TO SCALE RWM-130 2X4 LADDER FRAMING AT 24' 2X4 BLOCKING AT DIAGONALS ONLY. ATTACH AT EA. END w/ O.C. REO'D AT OVERHANGS (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING AT 6- O.C. GREATER THAN 17, ATTACH 70 w/ MIN. 8d NAILS. BLOCK4 BAYS BACK FROM GABLE TRUSS. TRUSS TOP CHORD w/(2)16d WHEN SECOND BRACE IS REQUIRED, NAILS AT 24.0 C. NAIL 70 OPPOSITE SIDE OF BLOCKING. STRUCTURAL 1, AT VERTICALS T-6' TO 6'-6 USE ONE 2X4 U BACK. SHEATHING PER PLAN 2. A7 VERTICALS OVER 6'-6- TO &W USE (2) 2X4'L' BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). 3, AT VERTICALS OVER 8'-4' TO 13'-7 USE ONE 2X4'L' BACK AND AN ADDITIONAL DIAGONAL BRACE IS REQUIRED AT THE PEAK AND AT EVERY OTHER VERTICAL MEMBER IN THIS 3 RANGE. ATTACH THE DIAGONAL AT MID. HEIGHT AND TO THE BLOCKING BELOW THE ROOF SHEATHING w/ (5) 12ds AT EA. END. IN ADDITION TO THE SECOND DIAGONAL, A SEE PLAN FOR STRONGBACK IS ALSO REOUIRED AT THESE VERTICALS AND ATTACHMENT OF MUST BE ATTACHED TO EA.'L' BACK WITH (2) 12ds AND ONE ALL STRUCTURAL SIMPSON H5 OR ONE USP FITS CONNECTOR. SHEATHING SIDE NAIL ALL 'L' BACKS AND STRONGBACKS w/ 12ds A7 6' 2x SH7G. O.C. NOTCH 'L' BACKS AT TOP AND BOTTOM. BLOCKING PRE-ENGINEERED WOOD — TRUSS ANCHOR TRUSSES AT 2'-(1' O.C. MAX. PER PLAN CMU WALL PER PLAN FASCIA (SEE ARCH. DRAWINGS) SHEATHING PER PLAN NCHOR jBEARI.G N PER PLAN PARTIAL WO %DUTCH HIP TIM BRACING DEVIL @WON HIP) 11/0112023 mwxs co.wsc.o,.�w,n�,v. RWMAD0 v. c*°Nr .eeYO o MASONRY �i..ol(x w°na°o �� / v wwo r.ww.o c.n we WOOD �OYBiGWEDB1IHEBDSEGIL oc I,iux.m R.w rcxrw R�11P:W9FBOOEUL noa„row N.„�m,,,:.« ORO Fieldstone C.O.A.# ARCHITECURE: AA26002802 66 I C.O.E.# ENGINEERING: No. 29349 - O IBRAHEM ELAYEB, PE 00 �\ P.E.# 91476 ■ BENJAMIN NIESE PE .10 E OF i�� ' ' 1p�� P.E.# 86025 •!�LORIDO • G`�`\ 05/15/2024 ss#*014AL DATE �zY°E°E `oLfi o= .frNEgP°°8°Y_°^ fio5Sb5�� a _ 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 N M F M 7 O O Z a C) J J Q C..) wcn ow Q w LL J Ui U wln_j C/) 0=)_ cc W Qo= 0 a M N o C) UY DRAWN BY: I FAE VERSION: 5.0 SHEET NAME DETAILS - ROOF SHEET # S4.1 7 t EXTERIOR WALL SHEATHING SHEATHING NAIL PANEL EDGE FIELD BLOCKING REQUIRED (MIN.) SIZE NAILING SPACING REQUIRED 7/ etl 3' O.C. 17 O.C. ALL EDGES SHEATHING PANEL EDGE NAILING NOTE: PROVIDE BLOCKING AT ALL SHEATHING EDGES S 3/8' '• STRUCTURAL SHEATHING SINGLE NAIL EDGE SPACING r to sS DOUBLE NAIL EDGE SPACING STUD SPACING 2X4 BLOCKING PER PLAN SHEATHING SPLICE - SAME NAILING THICKNESS AND STRENGTH AXIS PER PLAN ORIENTATION AS WALL SHEATHING TYPICAL SHEATHING DETAIL 1/701/2023 F�NoT-To SCALE WGW-010 EXTERIOR WALL SHEATHING SHEATHING NAIL EDGE FIELD BLOCKING REQUIRED (MIN.) SIZE tEL NAILING SPACING REQUIRED 7,16' ed 3' O.C. 17 O.C. ALL EDGES SHEATHING S 3/8' STRUCTURAL SHEATHING FIELD NAILING, TW SINGE NAIL I EDGE SPACING O — PANEL EDGE NAILING 311 BOTTOM CHORD GABLE END SHEATHING DETAIL 11/01/2023 w02 NOT TO SCALE V G& -020 PRE.ENGINEERED TRUSS PER MANUF @ 24' O.C. MAX; ATTACH TYP TRUSS STRAP PER PLAN (NOT SHOWN) (6) 0.148'x3' FACE NAILS THRU KING STUD TO HEADER (MIN. 3 EA PLY.) HFMLR STRAP RFnNANT PFR TAW F ULT BASIC WIND SPEED HDR MAX CUR SPAN STRAP REQ'MNT <140 MPH 4FT LSTA/B <140 MPH gFT MSTC28 <780 MPH 5 FT MSTA2d (2)-2x TOP PLATE INSTALL SIMPSON SSP PLATE TIES @ 9' O.C. ALTERNATING SIDE OF THE WALL FROM TOP PLATES INTO RAISED HEADER BELOW OVER OPNG, TYP. TYP TRUSS -TO -TOP PLATE CONNECTOR PER PLAN HEADER PER PLAN, (2) PLY. MIN. ADDITIONAL JACKRONG STUD CONNECTOR REQUIREMENTS PER PLAN. EDGE NAIL SHEATHING AROUND OPNG PERTW SHEATHING ETAIL REO'MNTS # OF JACK STUD 2XFRAMING BELOW WINDOW SHEATHING PER PLAN PER PLAN OR OPNGS PER PLAN: OMIT AT AT FOUNDATION CONDITION - HOLD GENERAL NOTES DOOR OPNGS, TYP. DOWN REQUIREMENT PER TABLE: 7i = Tl ULT BASIC HDR MAX WIND SPEED CUR SPAN HD REOMNT AT 2-STORY FUR-TO-FLA DTT2Z w/ (8)A/4'xt-tn' CONDITIONS (IF APPLIES): 5140 MPH 4 FT & tn'x6• TREK HD' <1 d0 MPH 9 FT HTT4 w/ (18)-0.148'xi-1/2' TO 1 KING & 5/8'x6' TITEN HD* — — — — — <160 MPH 5 FT DTT2Z w/ (8)-1/4'x1-1/2' — & I n•xs' TITEN HO• RI PER p11 Z LANINOTESPACING � U STD HEADER CONFIGURATION (VIEWED FROM INTERIOR) • AT CRAWL/BASEMENT CONDITION, TITEN HD SHALL BE SUBSTmRED FOR ATR OF SAME DIAMETER DRILL &EPDXY 6' MIN EMBED TO FOUNDATION WALL TYPICAL OPENING @ BEARING WALL Ixl-u wr w (6) 0.148'x3' FACE NAILS THRU IONG STUD TO HEADER (MIN.3 EA PLY.) HEADER STRAP RFO'MNT PER TABLE ULT BASIC WIND SPEED HDR MAX CLR SPAN STRAP REQ'MNT <140 MPH 4 FT LSTAIB <140 MPH 9FT MSTC28 <160 MPH 5 FT MSTA24 ULT BASIC WIND SPEED HDR MAX CLA SPAN HD REO'MNi <14O MPH 4 FT CStex48' LG. <140 MPH 9 FT (2) CS16x48' LG.• <780 MPH 5 FT CS16x48' 1 G. • APPLY (1) STRAP TO JACK STUD W/ HDR STRAP & (1) STRAP TO KING STUD (FL/CCD) 11/O1n023 WGW-050 INT. FINISH WOOD BUCK ATTACHMENT: ALTERNATE: DOUBLE 2x TOP TOP PLATE CONNECTOR, IxCUSTOM P.T. BUCK TO 'dl OR GREATER BUCI(TO EXTERIOR CMU WALL PLATE SPACING PER PLAN (CHOOSE I WOOD W1SONiV MASONRY MID SPAN BLOCKING ONE) I P.T. BUCK MATCH FRAME WIDTH, BUILT-UP THICKNESS < 2 BETWEEN EACH a. (1) SPH4 @ 2X4 WALLS ATTACH W/ T NAILS @ 4' IN = 1 /4'x4' MASONRY STUD. U.N.O. (1) SPH6 @ 2X6 WALLS ATTACH FROM ENDS AND 12' O.C. SCREWS @ 4' FROM ENDS GARAGE DOOR AND b. (2) H2.SA (ONE EA SIDE OF WINDOW PER REMAINDER. ATTACH AND I T O.C. REMAINDER. TRACK, INSTALLED PER BOTTOM PLATE CONNECTORS, PLATE) FLORIDA WINDOW THRU BUCK INTO w/ 1 1/4' EMBEDMENT MANUFACTURERS SPACING PER PLAN (CHOOSE ONE): c. (1) SP2 ' PRODUCT MASONRY PER FLORIDA SPECIFICATIONS. a. II) SPH4 @ 2X4 WALLS d. 12) SOWC15600 g91106�1WRL PRODUCT APPROVAL (1) SPH6 @ 2X6 WALLS e. STRUCTURAL SHEATHING & FINISH PER ELEVATION b. (2) H2.SA (ONE EA SIDE OF PLATE) NAILING PER PLAN 2X6 WOOD BUCK ANCHORED C. (2) SP1 (ONE EA SIDE OF PLATE) SHEATHING PER PLAN 2X CMU w, BUCK x A C BOLTS d_ (3) SDWC15450 SCREWS 2. STUDS AT 16' O C. OR 5/8' x 6' SIMPSON TITEN e. STRUCTURAL SHEATHING & 2x BOTTOM PLATE HOS w/ 2' WASHERS AT 24' NAILLJNG PER PLAN PER PLAN �TYMAL WINDOW ATTACHMENT DETAIL � O.0 8 W THIN 6 OF TOP ANDBGfYLNGWNiwIyPLIf I 12/17n021 I L 6/2T/20z1 FRAME TO BlK]( BOTTOM, OR (21 ROWS OF 1/4' \rr'v %IIII _OITC61 SCALE WGM-140 TO MASONRY x C MASONRY SCREWS @ 12' `• WGW-105 O.C. STAGGER ROWS 6' STRUCTURAL SHEATHING 2x FRAME WALL w/ P.T. 8 ATTACHMENT PER PLAN SILL PLATE. PER PLAN ANCHOR BOLTS OR STRAPS. SEE GENERAL NOTES, U.N.O. wj 8' CMU WALL, BOND BEAM I EL & VERT. REINF. PER PLAN 1 FRAIrIE WAIL ON BY171A\RY WAIT 1110112023 NOT TO SCALE WGM-121 EXT. WALL PER PLAN 2X4 BLOCKING Q 24' O.C. NAILED BETWEEN STUDS w/ 12) 1 od NAILS EACH END INT. WALL PER PLAN (2) 1 Od NAILS EN STUD TO EA. BLI INT. FINISH WOOD BUCK ATTACHMENT. 2k OR GREATER BUCK TO MASONRY 1x WOOD BUILT-UP THICKNESS < 21/4' = 1µ'x4' 2x P.T. BUCK MASONRY SCREWS @ 4' FROM ENDS AND I T O.C. REMAINDER w/ 1 1/4' ATTACH DOOR PER EMBEDMENT FLORIDA PRODUCT APPROVAL '. ALTERNATE: 1x CAI6TOM PT SUCK TO MASONRY MATCH FRAME WIDTH, ATrACH w/ T BRICK NAILS @ 4' FROM ENDS AND 12' O.C. MOLD REMAINDER. ATTACH DOOR THRU FINISH PER BUCK INTO MASONRY PER FLORIDA O• ELEVATION PRODUCT APPROVAL w1 s TYPICAL DOOR ATTACHMENT DETAIL 11 /01 no23 NOT TO SCALE WGM-150 ZX4 DBL. TOP PLATI BLOCKING 1SH WITH 1 -ACE THAT 1DJACENT 7RSECTING INTERSEC WALL SEYOI PARTY OF (TERIOR W SILL PLATI EN IN CON CONCRE 18 WALL CONNECTION M EXT. WAIL 2n8/2022 WGW-181 EXTERIOR CMU WALL 1 /4' DRIVE-IN ANCHOR DOUBLE 2x TOP PLATE GARAGE DOOR AND TRACK INSTALLED PERFE MANUFACTURERS MID SPAN BLOCKING BETWEEN SPECIFICATIONS. EAC W STUD AT FRAME WALLS 2x STUDS SPACING / PLATE HEIGHT B'd' ORPER GENERAL NOTES TALLER, OTHERWISE MAY OMIT. U.N.O. PER PLAN 1/4' HILTI SLEEVE •OR OR EQUAL MIN. 1 1/2' O ,{,-A INTO MASONRY (1) PFAPLATE SHEATHING FRAME TO BRACKET MATCHING BOTTOM WALL WIDTH PER PLAN MASONRY LT{ ❑ ,I� ��'T w18 TYPICAL NAM DOOR ATTX IMCRY I 11/01/2023 e��I�IWALWII UFLRF I 11/01n023 NOT TO SCALE WGM-160 WGW-111 SHEATHING PER PLAN 2x STUDS @ is, O.0 END STUD TO FLAT STUD w/ 0.162AGi-1/7 ftvi." @ 2x LTO STRUCTURAL TUD PARALLEL TO SHEATHING COKN6�RNp PER PLAN TOw6w STUD w,' 0.1625GL1/2' T.O. BONG BEAM PER PLAN 05 REBAR, CANT. IN BOND SEMI BOND BEAM PER PLAN #5 REBAR HOOKED DOWEL #5 REBAR VERTK'AL IN SOLID RLLED 2X CRIPPLE STUDS @ 1, O.C. OVER HEADER, TOP/BOT70M STUD CONNECTORS PER W1 O/S4.2 TYP. ALT. HEADER CONFIGURATION (FOR INFORMATION BEYOND BREAKUNE OR NOT SHOWN REFER TO STD HDR CONFIGURATION) ROUGH OPENING MITER LINTELS BY BELOW FIELD CUTTING - #5 REBAR IN VERTICAL GROUT FILLED CELL #5 CORNER DOWELS INSIDE L7 AND OUTSIDE OF VERTICAL z = #5 BAR AS SHOWN PRECAST UNTELS FILLED WITH GROUT Q ' =3 _ o °m �19 DDEG. CRNR DETAIL COLUMN BEL wl 2nB/2022 rrc.7 ,... WGM-250 MTL STRAP LOCATION MAT( HFS STn r.nNnITInN TOP OF HEADER AT BOTTOM OF TOP PLATE PLAT H IGHT PER PLAN 2x CRIPPLE (2)-2x CON7 USE (3)-2x F M71 STRAP ALT RAISED HEADER MUDS FLAT PLATE ATE AT DBL OCATIONS END LENGTH CONTINUOUS DOUBLE 2. FULL HEIGHT KING STUD PER SCHEDULE 2x TOP PLATE w/ PEN. NUMBER PER PLAN PLATE HEIGHT PER PLAN HEADER PER PLAN N z 2x BLKG - USE DBL OR p FLAT 2x BLKG @ DBL OR O 3- WIDE MTL STRAPS w 2x JACK STUD - NUMBER a PER PLANMOTES i CD WALL SHEATHING PER PLANS/SHEAR = WALLSCHEDULE 0 SINGLE.DOUBLEOR = FIAT 2x BLOCKING, TYP. ; (2) 2x SILL PLATE SINGLE OR DOUBLE STRAP PER PLAN. PLACED OVER OR BEHIND WALL SHEATHING 2x SILL PLATE w/ SILL ANCHORAGE PER PLAN STRAP # OF NAILS Q EA. END END LENGTH STRAP CAPACITY (LBS) CS20 (16) 0.131'x2-1/2' 9' 1030 CS16 (26) 0A31')Q-1n' 15' 1705 CMSTCI6 (58) 0.14W)0-tp1' 2T 4690 7/1612021 LE115. (SEE PRAM _ 1 r -- �1FTAO SHEMM WAIL JNO7 70 SCALE WGW-180 r 11/01n023 #5 REBM HOOKED v `� �� "'B`N-120 ° ORO Fieldstone �pMIN h COMMON WAIL A 0-0' — 3' . 5' C EAN OUT AT O �� • . / (TVP.)exex 16CMu Y— "1 FILLED CELLS C.O.A.#ARCHITECURE: : �••' �. WEAVE BLOCK COURSES EVERY SEE FOUNDA7K)N P1AN •. OTHER BLOCK (TYP.) @ EVERY FOOTING RDNFORCING AA26002802 ' AND DETAILS FOR BLOCK TEE INTERSECTION REBAR PER . -.T '.I ❑ ❑ �1 C.O.E.# ENGINEERING: _ O• L4 %.11VPNA R9 Fl1ID CBl DELL „m,ao23 29349 rrIy NOT TO SCALE wtx ,90 O IBRAHEM ELAYEB, 0• P.E.# 91476 TYPICALCMUINiERSECTIONDETAII 11,01/2023 ■ BENJAMIN NIESE, PE �0� TE OF 18B P.E.# 86025 /i �XORIDO • ' �� NOT TO SCALE WGM-182 / • ' • • ... • ' 05DATE 24 ','fir-*ONAL. 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 N M Cl) O O Z -A z 'wo Ll.l 0 O LLLL ILL. �O/ w LLI U LLI TA J Q _ W arn= C7a _) N 0LO 4L C� r L DRAWN BY: FAE VERSION: 5.0 SHEET NAME DETAILS - WALL SHEET # S4.2 J 2x KNEE WALL OR PRE-ENG FLOOR STRUCTURAL SHEATHING & TRUSS. STUDS @ 24. O.C. wl ATTACHMENT PER PLAN, CONT. ME7A16 @ 24.O.C. (MAX.)`• THROUGH FLOOR SECTION •• NOTE h4 VERTICAL INSTALLED TIGHT TO 2. FRAME WALL PER PLAN TOP AND BOTTOM CHORD w/ CONT. 2x PLATE w/ (2)16d MSd TOENAILS AT LOCATIONS WHERE EMBEDDED STRWS NAILS @ 16.0 C AND END GAME TRU I PANEL EDGE NAILING VERTICALS MISMIONS. FLOOR SHEATHING & ATTACHMENT PER GEN, NOTES TRUSS PER PLAN PANEL EDGE NAILING SHEATHING PER PLAN 2x4 BRACING MIN. 64Y IN W CMU WALL, BOND REAM LENGTH w/(3)1 Od NAILS END 8 VERT. REINF. PER PLAN GABLE &MIN. (3) FLOOR TRUSS, a BRACING SPACED MAX. 5'-0` O.L. TRUSS TO MASONRY WALL 11101 /2023 SFLOOR LV 1 w .„ LTM-01D 2x FRAME WALL PER PLAN, CONT. STRUCTURAL SHEATHING & 2x PLATE w/ (2)16d NAILS @ 16. O.C. ATTACHMENT PER PLAN, CONT. FLOOR SHEATHING & ATTACHMENT PER GENERAL NOTES THROUGH FLOOR SECTION... TRUSS/JOIST - PANEL EDGE NAIUNG PER PLAN - BEAM/GIRDER PER PLAN PANEL EDGE NAILING '•' NO ILO CONT. WALLSHEATHING SHEATHING PER INSTALL LSTA15 STRAP EA STUD, PLAN CORNERS & FLANKING ALL GS OPENIN. CENTER STRAP AT TOP OF BEAWGIRDER CONNECTIONATBEAM11/01/2023 &077�STORY OT TO SCALE LGG-070 STRUCTURAL SHEATHING & ATTACHMENT PER PLAN, CONT. THROUGH FLOOR SECTION 2. FRAME WALL PER PLAN, CONT. 2x PLATE w/ (2)16d NAILS @ 16- O.C. FLOOR SHEATHING &ATTACHMENT PER GENERAL NOTES 1 11R 2x4 LEDGER OR TRUSS TOP CHORD W/ (2)12d NAILS TO EA WALL STUD (MAX. 16. O.C.)STRUCTURAL SHEATHING & ATTACHMENT PER PLAN 2x FRAME WALL PER PLAN, CONT. 2x PLATE W/ (2)16d NAILS @ EA TRUSS FLOOR SHEATHING & ATTACHMENT PER GENERAL NOTES TRUSS PER PLAN SHEATHING PER PLAN STRUCTURAL SHEATHING & ATTACHMENT PER PLAN, CONT. THROUGH FLOOR SECTION PANEL EDGE NAILING (4) 16d NAILS RIBBON TO EA. TRUSS, TYP TOP& BOTTOM Od NAILS 3' O.C. WALL SHEATHING TO EA. TRUSS END LEG PANEL EDGE NAILING METAI6 ANCHOR @ EA.TRUSS W CMU WALL. BOND BEAM & VERT. REINF. PER PLAN FLOOR TRUSS TO MASONRY WALL 11/01/2023 Lvc ,.. r.„ NOT TO SCALE SCILLE LTM-020 2x FRAME WALL PER PLAN, CONT. 2x PLATE w/ (2)16d NAILS @ 16. O.C. FLOOR SHEATHING & ATTACHMENT PER GENERAL NOTES TRUSS/JOIST PER PLAN SHEATHING PER PLAN STRUCTURAL SHEATHING & ATTACHMENT PER PLAN, CONT. THROUGH FLOOR SECTION... PANEL EDGE NAILING BEAM/GIRDER PER PLAN PANEL EDGE NAILING '••NOTE: ILO CON7. WALL SHEATHING INSTALL LSTA15 STRAP EA STUD, CORNEAS & TRUSS/JOIST CONNECTION 70 FLANKING ALL OPENINGS. CENTER BEAM PER MANUF. STRAP AT TOP OF BEAM/GIRDER 2-STORY C0191ECT10N AT BEAM ��YNO-�TO 1 VO1/2023 LV SCALE LGG-W STRUCTURAL SHEATHING & ATTACHMENT PER PLAN, CONT. THROUGH FLOOR SECTION 2x FRAME WALL PER PLAN, CONT. 2x PLATE W/ (2)16d NAILS @ IV O.C. FLOOR SHEATHING & ATTACHMENT PER GENERAL NOTES 2x FRAME WALL PER PLIW, CDNT. 2x PLATE w (2)16d NAILS 18' O.C. / () @ � 2x RIBBON w/ (2) tOd NAILS @ EA. FLOOR SHEATHING 8 ATTACHMENT � TRUSS PER GENERAL NOTES COUPLING NUT, OR THREADED ROD CUT TO LENGTH TRUSS PER PLAN w/ (2)1Od J' TOE NAIL TO TOP PLATE JV0.C.@ALLCORNERSAND 1!T ALL -THREAD @ 32- SHEATHING PER PLAN FLOOR TRUSSW013T TO FRAME W /2023 MOD-RB(1GW-020) 2x FRAME WALL PER PLAN HOLD DOWN CONNECTION PER PLAN w/ ANCHOR BOLTS OR EPDXY ANCHOR w/6• MIN. EMBED. (EXPANSION BOLTS ARE NOT ALLOWED) 2x BOTTOM PLATE PER PLAN 2x BLOCKING @ EA. BRG. STUD PER PLAN AS SHOWN PRE-ENGINEERED TRUSS/JOIST PER PLAN 8' CMU WALL, BOND BEAM & VERT. REINF. PER PLAN Les BEARING STUDS TO BOND BEAM DETAIL 2/28/2022 LGM-260 STRUCTURAL SHEATHING & 2x4 LEDGER OR TRUSS TOP CONT. 2x4 BLOCKINGILEDGER w/ (3)1 Od @ EA STUD & TOE ATTACHMENT PER PLAN, CONT. CHORD w/ (2)12d NAILS TO EA WALL STUD (MAX. 16- O.C.) NAILED TO EA TRUSS THROUGH FLOOR SECTION STRUCTURAL SHEATHING STRUCTURAL SHEATHING 2x FRAME WALL PER PLAN, & ATTACHMENT PER PLAN & ATTACHMENT PER PLAN CONT, 2x PLATE w/ (2)16d NAILS @ EA TRUSS CONT. 2x4 RIBBON FLOOR SHEATHING & ATTACHMENT PERGEN NOTES TRUSS PER PLAN J L PRE-ENG ROOF TRUSS PER 2x KNEE WALL OR MANUF., STRAP PER PLAN PRE-ENG TRUSS PER PLAN TRUSS BOTTOM CHORD OR 2x LEDGER TRUSS PER PLAN ' / 2x KNEE WALL OR J PRE-ENG TRUSS PER PLAN TOP CHORD BEARING PRE-ENG ROOF TRUSS PER MANUF., STRAP PER PLAN L PRE-ENG ROOF TRUSS PER TRUSS PER PLAN \ MANUF., STRAP PER PLAN 8' CMU WALL, BOND BEAM w/ 1 Od NAIL TO EA VERTICAL & TO 8 VERT. REINF. PER PLAN BOTTOM PLATE/CHORD @ 16' O.C. e' CMU WALL, BOND BEAM & VERT. REINF. PER PLAN (2) 2x6 LEDGER w/ 114' x 5' SIDS SCREW TO EA TRUSS VERTICAL & TO BOTTOM PLATE/CHORD @ S' O.C. CONT. 2.4 RIBBON `- TRUSS BOTTOM CHORD OR 2x LEDGER w/ (2)10d NAIL 8' CMU WALL. BOND BEAM TO CONT. RIBBON @ 18' O.C. & VERT. REINF. PER PLAN ••NOTE. " NOTE: DETAIL L01 IS REQUIRED TO ACCOMPANY THIS DETAIL DETAIL L01 IS REQUIRED TO ACCOMPANY THIS DETAIL ••NOTE. DETAIL L021S REOLAWD TO ACCOMPANY TENS DETAIL Lt t FLOOR TO MASONRY WALL @ LOW ROOF 2/2812022 �1 FLOOR TO MASONRY WALL @ LOW ROOF 2/28/2022 FLOOR TO MASONRY WALL @ LOW ROOF 12/17/2021 NOT TO SCALE LTM-110 NOT TO SCALE LTM-120 NOT TO SCALE LTM-130 2x FRAME WALL PER PLAN, CONT. 2x PLATE w/ 016d NAILS @ 16- O.C. FLOOR SHEATHING &ATTACHMENT PER GENERAL NOTES TRUSS / JOIST PER PLAN SHEATHING PER PLAN LSTA12 @ EA. TRUSS VERTICAL, BEND @ BOTTOM PLATE FIELD FRAME 2X4 KNEE WALL OR PRE-ENG FLOOR TRUSS, STUDS @ 2P O.C., TOE NAIL BOTTOM PLATE.ICHORD w/ 1 Dd NAILS @ 6- O.C. LSTA15 @ EA. VERTICAL, BEND @ BOTTOM OF TOP PLATE 2x FRAME WALL PER PLAN FLOOR TAln'S� JOIST TO FRAME WALL 12/17/2021 LVJ r ,.„ LGW-030 STRUCTURAL SHEATHING & ATTACHMENT PER PLAN, CONT. STRUCTURAL 2x4 BLOCKING BETWEEN EA THROUGH FLOOR SECTION CONT. 2x4 BLOCKINGAEDGER SHEATHING TRUSS (OR CONTINUOUS AS 2x FRAME WALL PER wl (3)1 Od @ EA STUD & TOE CONTINUOUS TRUSS ALLOW) w/(3) 10d TOE PLAN, CONT. 2x PLATE w/ O.C. NAILED TO EA TRUSS 2x S IR.,i�AIL TO WdOTIP,Btl_F (2)16d NAILS @ 16- STRUCTURAL SHEATHING BEAM/GIRDER PER PLAN & ATTACHMENT PER PLAN CO EDGE NAILING PER FLOOR SHEATHING & FL PER PLAN DETAILS •,. AUSSES ATTACHMENT PER @ 24' O.C. GENERAL NOTES EDGE NAIL SHEATHING ►, , 4-WSIDS OHO Fieldstone ��,.\ �pM'' �� TRUSS/JOIST 0 EA TRUSS �` •s'• ' TRUSS/JOIST PER PLAN PRE-ENG ROOF TRUSS PER PER PLAN HTU26OR C.O.A.# ARCHITECURE: G�••' MANUF., HTU26 OR HANGER SHEATHING PER PLAN HANGER PER SHEATHING PER PLAN PER MAUNF., U.N.O. BEAM OR 'NOTE: M AA26002802 EDGE NAIL SHEATHING FLOOR TRUSS TO HI.- C.O.E.# ENGINEERING' NO •; GIRDER BEING CONTINOUS TO THE BEAM BELOW IS TO USE LSTA12 29349 _ — ; * ••• NOTE: @ EA STUD ABOVE TO BEAM BELOW O IBRAHEM ELAYEB, PE ILO CONT. WALL SHEATHING INSTALL LSTA15 STRAP �` FLANKING OPENINGS . P.E.# 91476 '• '• CENTER STRAP AT TOP OP OF B�I� ■ BENJAMIN NIESE, PE ' OF 2STORYCONNECTIONATBEAM Lu1&,022 2 STORYCONNECTIONATBEAMWILOWROOF Mo0(51ono22) ��(► '•. I��OREDP'•' Lts L,B ' P.E.# 86025 i ��`� '''�/�js�ONA�. •`i� NOT TO SCALE LGG160 OT TO SCALE LGG-18411E-450) G 05/15/2024 DATE I/1111111\\\ 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.com N M F cr) O Z oZM V Q z W LU o �(0LL U ww_ V) (,D _ _ W QO'2 ACIO na O M C) N04 In L J DRAWN BY: I FAE VERSION: 5.0 SHEET NAME DETAILS - FLOOR SHEET # S4.3 2x LETINTHRUST BLOCK 2X12 STAIR STRINGER w/ (8)10d (0.148'x31 NAILS (2) 2X8 BEAM TO WOOD FRAMING OR (3)1/4'x2-3/4'CONCRETE TAIR INGz_ STAIR LANDING_ SCREWS TO SLAB EIEV. & SIZE I 2X12 STAIR PER ARCH. PER ARCH. STRINGER t n� PLANS PLANS (2) 2X8 BEAM 2X6 FLOOR JOISTS @ 18' O.C. 2x LEDGER ATTACHED TO 2X6 FLOOR JOISTS TO BEAM w/ LUS26 HANGERS (2) 2X8 HEADER w/ (2)16d @ 16' O.C. TO BEAM NAILS @ 8. O.C.. STAGGERED w/ LUS26 HANGERS T P F FLOOR T F OOR STRUCTURAL SHEATHING, REFER ELEV. PER PLANS A35 CLIP EA STRINGER TO ELEV R PLANS 12 TO STRUCTURAL SHEETS FOR TRUSS/JOIST PER NAILING & OTHER RED. 2X LEDGER, MAX. NAILING ELEV. ROOF TILE (OR SHINGLE PER SPEC.) PER MANUF. TRUSS STRAP PER STRUCT. DETAIL FLOOR TRUSS PER MANUF. FLOOR TRUSS FLOOR GIRDER/AIM (REFER O ELEV.) O Od NAILS NT 2x JD BOARD w/ TO EA TRUSS PER MANUF. PER PLAN LTC STRAP @ RA 2x6 LEDGER ATTACHED 70 STRINGER TO BACKER INSULATION AS 2x6 LEDGER ATTACHED TO FLOOR TRUSS W 10d NAILS PER SPEC. FASCIA PER COMMUNITY SPEC. - 2x BAND w/ (2)10d NAILS @ 3.O.C. ALONG BOTTOM @ 4' O.C. STAGGERED CHORD AND ALL WEBS SOFFIT & OVERHANG PER SPEC. PRE-ENGINEERED ROOF TRUSSES, REFER TO TRUSS MANUF. DWGS 1 1/2' MIN. 10•MIN. GRASPABLE HANDRAIL; 11/-2T'-JMIN, TREAD 1 1/4• MIN. TO 1 1/2' MAX. DIA. — HANDRAIL BRACKETS TOBE DCONNECTEDTO RETURN HANDRAIL in u INTO 1 x BACKER BD, FRAMING PER MANUF. FLOOR JOIST OR TRUSS SYSTEM 1j+l7 ¢ LL RECOMMENDATIONS & DIRECTION PER STRUCTURAL SJ. /4' - 1 1/4' NOSING STRUCTURAL SHEATHING. STRUCTURAL SHEATHING. REFER �, GREATEST VARIANCE BETWEEN LARGEST REFER TO 2ND FLOOR JOINT DETAIL REFER TO STRUCTURAL SHEETS TO STRUCTURAL SHEETS FOR, TREAD AND SMALLEST TREAD SHALL NOT BE SECTION PLAN FOR NAILING & OTHER RED. NAILING & OTHER RED. GREATER THAN 3/8'. GREATEST VARIANCE RIM BD. OR TRUSS PER STRUCT. INSULATION AS BETWEEN TALLEST RISER AND SHORTEST HANDRAIL REOURBENT8 INSULATION AS PER SPEC, PER SPEC RISER SHALL NOT BE GREATER THAN 3/8'. (REFER TO ELEV.) PRE-ENGINEERED ROOF TRUSSES. PRE-ENGINEERED ROOF TRUSSES. &!��111 {'c12 REFER TOTRUSS MANUF. DWGS 12 REFER TO TRUSS MANUF. DWG IAIW PEq �'pEq11/01/2023 ELEV. ASPHALT ROOF SHINGLE �1 ELEV. ASPHALT ROOF SHINGLE(OR TILE PER SPEC) (OR TILE PER SPEC.) WSG101 T P F U TRUSS STRAP PER TRUSS STRAPPER (REFER 70 ELEV.) STRUCT. DETAILS STRUCT. DETAILS REFER TO PLAN 11 wit I OL REFER T11F1FR0011 CLIP EA 1fPLIFRA011FLOOR 10►OFRDOII BOND BEAM PER PLAN u u STRINGER O STRINGER O GIRDER/RIM ELEV. PER ELEV. PER ELEV PER _ FASCIA PER 2X LEDGER, PLANS 2X LEDGER. PLANS PER PUW PLANS FASCIA PER COMMUNITY SPEC. COMMUNITY SPEC. MAX. NAILING MAX. NAILING SOFFIT & OVERHANG SOFFIT & OVERHANG PER SPEC. PER SPEC. BOND BEAM PER PLAN BOND BEAM PER PLAN FLOOR TRUSS FLOOR TRUSS TRUSSIJOIST INTERIOR EXTERIOR /mod TO FLOOR 1PER MANUF. PRECAST LINTEL PER PLAN TO FLOOR TRUSS ATTACHED LSC STRAP @ ML&M11111 ATTACHED NAILS @ 3' O.C. ALONG EA STRINGER OPENING w/ PRECAST TEUS$AND w/ (2)tOd BOTTOM CHORD AND ALL TO RACKEA SWESS ILL PER PLAN NAILS @ 4' O.C. SEE STRUCT. FOR M..110 TAGGERED ALL REINF. RED. SEE STRUCT. FOR �� V INA� 2 2B 2022 ALL REINF. RED. L o i v �J WSG-102 SEE STRUCT. FOR ALL REINF. REG. INTERIOR EXTERIOR INTERIOR EXTERIOR SEE STRUCT. DETAILS FOR VARIATIONS SEE STRUCT. DETAILS SEE STRUCT. DETAILS FOR VARIATIONS FOR VARIATIONS FIN. FL FIN. FL. 121 2X8 BEAM 2. LET -IN THRUST BLOCK FINISHED GRADE FINISHED GRADE w/ (8)10d (0.148'K1D NAILS FINISHED GRADE ELEV. &SITE RINGER • — MONOLITHIC FND., SEE MONOLITHIC FND., SEE (TO/4 WOOD FRAMING PER ARCH 2X72 STAIR & SI 2X72 S7aR MONOLITHIC FND., SEE PLANS 2x LEDGER PLANS RARCH. 2) STRINGX BEAM INGER STRUCTURAL DETAILS FOR STRUCTURAL DETAILS FOR SCREWa1f WIDTH, DEPTH, 8 REINF. RED. STRUCTURAL DETAILS FOR WIDTH, DEPTH &REINF. RED. ATTACHED TO WIDTH, DEPTH. &REINF. RED. (2) 2X8 HEADER eK47lladi4IDR31l6 2X6 FLOOR JOISTS �ypL/��� Lr}/�py L� SECTION �/pL/��� Lr{r�py L� cCr�'}yy� ��pLr��� L�/�p�/L� L��r�}�/�L� MO.C. TO BEAM @16'O.C. TO BEAM L 1 PrA 2 STORY r�� 11/01/2023 1 MIX fR/r1L � STORY l tt� SECTION M\ 11/01 /2023 `` 1 1 f'11RY. � STORY ORl WALL SECTION M\ &��IIR ' c !(iBICiERS w/ LUS2s HANGERS -'111/01/2023 L1�W 11/122021 WSG-041 �/ WSM-010 WSM-020 WSG_704 111111111/� O@O Fieldstone C.O.A.# ARCHITECURE: ` ��• ' F AA26002802 C.O.E.# ENGINEERING: No. 88 29349 O IBRAHEM ELAYEB, PE P.E.# 91476 ■ BENJAMIN NIESE PE %10 TE OF P.E.# 86025 i�� ' !�4OR190' • '?� 05/15/2024 '/s/0NAL ��� `\ DATE 111111 Sr€555 soa,B=�� Ss`9��eS�fi��o- Michigan 3400 Aubum 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 N M L M O0W z co z 'go (� W QO O/ �NLL w LU _1Tn U Lucn__ Qo= Cc cc P" (L O 0 _oMN F 7 7 L J DRAWN BY: I FAE VERSION: 5.0 SHEET NAME DETAILS - MISC. PRECAST LINTEL GRAVITY LOAD TABLE ,421 LOADS LISTED HAVE BEEN CALCULATED OR COIW'!LED FROM APPROVED MANUFACTURERS: CAST-CRETE, LOTrS CONCRETE, QUALITY PRECAST CO. MAXIMUM LOAD {PLFI APPROX. UNTELLENGTH MAX.CLEAR OPENING TYPEA 8'UNTEL 8' TYPE 8•TYPEC /2"TYPEB 127YPEC 14"TYPEB•• 14"TYPEC' 16"TYPES 16•TYPEC 20'TYPEB 20-TYPEC 24"TYPEB 24"TYPE[ 28'TYPEB 28"TYPEC 32"TYPEB 32"TYPEC Z 10, 116' 223' 3D69 379 32W 5163 66C7 SC54 9502 1000C 3069 4505 5206 6ll3 7547 8974 1DDO0 SOmO 3'6' ZY 223- ' 3069 37.9 3280 5163 6607 8054 95C2 2ODCC 3059 4605 5206 6113 7547 8974 1D00D 10000 4.0" Z11" 1783 2561 273. 32K 382C 489C 596_ 7C34 0-07 2561 46D5 5206 6113 7547 8974 MOEO 10000 4'6" g2• 1343 1969 211C 2992 19: 3756 457E 54CC 6224 1569 4375 520E 6113 7019 9672 IODOD 10000 g 4' 3217 1349 III38 17:6 i999 256C 3-32 3686 4249 1369 3090 4567 5365 4766 5817 7074 8203 5'4' 4'0' 1006 .349 1438 1716 1999 256C 3132 3686 4649 1349 3090 4567 5365 4756 5817 7074 8203 5'10' 4'6' 86C -'-105 1:73 i60C :63: 2C9C 2549 3CC9 347C 1105 2622 4242 4360 3942 4899 5817 6662 6'6' 5 2' 72C --32 2:77 373E 348C 3C31 1 3707 4383 5C6. 1232 2177 273E 3490 5391 8350 8625 7590 7' 1' 62" 57C 99_ .729 21011 2632 22C5 269E 3-9. 3685 991 1729 2108 2632 389E 5661 4742 55M 8'4" 70,. 488 699 1'.EC 4516 :626 25E4 318E 2818 3302 699 1245 1516 1843 2564 3496 2964 3387 9'4' 90" 416 699 1:6C NIA 1625 2564 3486 2818 3302 699 1245 N/A 1843 2564 3486 2964 3387 10' 6' g 2" 354 535 89C N/A 2247 2193 2777 2163 2536 535 1054 N/A 1533 2D93 2781 2259 2615 100' 315 567 85C N/A :366 184E 2423 3.27 406 567 945 N/A 136E is" 2423 3127 4006 12'0 SOB" 292 5,25 873 N/A 1254 :E84 233 28C5 3552 525 873 N/A 1254 1694 2193 2805 1 3552 12'6" 11'2" 777 471 755 N/A IC75 142E 238 231E 2883 671 755 N/A 1075 1428 1838 2316 2893 13, 4" 170' 255 47. 755 N/A 1C75 142E A3E 231E 2535 471 755 N/A 1 1075 142E 1 1838 2316 2883 14, 0" 128' 239 424 7C6 N/A :OC: 316 .697 2127 2278 424 706 N/A 1002 1328 1697 2127 2630 14'8" 134' N/A WA WA N/A WA NA N/A N/A N/A N/A 783- N/A 1234• 1421' 1779• 2188' 2662• 15'4" la 0' N/A N/A WA N/A N/A N'A N/A N/A N0. NIA 710' N/A 116D• 1331' 1660• 2D32' 2459• 17"V 160` NA N(A N/A N;'A N/A WA N/A N/A N!4 N A 568' N A 952' lUr 1379• 1671' 1997' 19, Ar 190, NVA N/A WA N/A N;'A N/A N/A N/A N'A A 420• N/A 75D' 950• 1177• 1415• 1675' 2DU 168' N/A N/A N/A IN, N,A N/A N/A N/A N;A N/A 34D• N/A s98' 845• 1114• 1 1345• 1 1468• 24'0 278' N/A N/A NIA N/A NIA N;A N/A NfA N;A A 250' N/A 450" 65D' •880 1090• 1720• •PRESTRESSED "8" W/2" RECESS LLLINTELS Type A=Unfiled no Reber; Type 8= Condnuous Grout. Sigel Fe"Ian In Bcnd Beam On I,; Type C = Ccn:ineus Cvut S:e el Ice, plan In Band Beam B Lintel LEGEND L� BAB FILLED CELL W/ (1) - #5 REBAR - - -- - BEAMS • Ffl 8x8 FILLED CELL W/ (1) - #7 REBAR HEADER - WIDTH TO MATCH WALL GIRDERS ❑O 8x8 FILLED CELL W/ NO REBAR REOD ...... _.-.- PLUMBING WALLS (FOR REFERENCE) # 45° CMU -FILL CELLS W/ #5 REBAR ------------- BEARING/SHEAR WALLS (FOR REFERENCE) ROOF BLOCKING ❑■ CELL W/ #4 REBAR (IN WALL) ® BALLOON BALLOON FRAMED ❑© 1-12 FILLED CELL W/ #4 REBAR (IN COLUMN) WALLS/HIGHER BEARING WALLS CONCRETE TIE BEAMS ELEV oDl ELEVATION INDICATOR DETAIL INDICATOR ® PLUMBING PENETRATION FOR FRAMING LAYOUT HDR 512E OPEN SIZE LINTEL OR WOOD HDR DESIGNATION (ALL WOOD HDR'S TO BE (2) PLY U.N.O.) < 1 -- BRACED WALL LINE FASTENERS ALLOWABLE LOADS CONNECTOR CITY TYRE GRAVITY Ib 1.0 UPLIFT Qbs1 0 1.6 LATERAL Ihs @ 1.6 META16 8 0.148"x1-1/2' -- 1450 F1:340 F2: 770 HETA16 9 0.148"x1-1/2" - 1830 F1:. 340 F2:770 (2) META16 I 30 0.14E"rl-i/2" -- 3875 FS 680 F2770 (21 META16 14 0.162'x3-3/2" -- 1795 F1 1285 F2: 1090 (2) HETAI6 1- 10 0.148"xl-1/2" -- 1920 Fl : 680 F2 : 770 (2) META16 2- or 3- 12 0.162"x3.1/2' -- 2365 F1.1350 F2 :1430 HSTM16 B 0.148"x1-1 2' -- 1210 F1:120 F2: 90 4 1 4'kl•3 4" CONIC SCREW LGUM28-2 6 3 B" x 4' TITEN HD 8250 2435 6 1 4" x 2 Y 2" SDS SCRE W MSTC28 36 0.148" x 31 4" 3460 PATS12 14 0.148„x1-1 " 990 (21 MTS12 1 28 0.14 "xl-1 " 1980 MTS16 14 0.148"xl- 990 HU210.2 18 1 4' x 2 3 4"CON[ SCREW 350C 1BQD 30 0.148' x 3" 14TS16 32 l- 2" 2 90 2 NTS36 16 0.10.14E"x4E"xl- 1310 HTS20 24 0.148'r1- 1310 LSTA12 30 0.148" 925 LSTA18 14 0.148"r2-1 . 1235 LSTA30 22 0.148"x2• 1"0 MSTA24 18 0.148' X 64 2 MSYA24 36 0.148"X2 2" 3.260 MSIA36 26 0.14E"X2 2" 2050 2 MSTA36 S2 0.148" X 21 2" 4 DO MSTA30 22 0.14E"x2• 2D5O MSTC28 36 0. 149' x 3 4" 3,460 MSTC52 62 0.148"x3-1 4" 4735 MSTAM24 0.14 1.425 -- S "X 4" MSTAM36 13 0.148" X 3" -- 31170 -- 8 4'X234" (2) MSTAM36 26 0.149" x 3" - 3740 •- 16 4' 4" MSTCM40 10 4-x 4"CONC SCREW -- 28W 14 0.14E"x3- 4" MGT 22 0.148'0" ,- 3965 F1:775 1`:525 1 5 TR HGT-3 16 0.14E"x3" .- 10.790 -- 2 3/4-ATR VISTA or L 1 5 "ATR _ 2225 F1,650 F2: 630 16 1 4'),3" SOS VGTR/L 2 5 -ATR _ 5S45 F1:650 F2:630 32 1 1 45c3" SDS VGT I S/B"ATR _ 4940 F 185 F2: S90 16 4'13" SOS (2) VGT 2 S7B'ATR 718S-2ply 1189C, I.I. F1 1185 F2 590 32 1 4"x " SDS 0fT21 1 B 1/2" ATR 4".3" SDS 1825-2x4 min 2145 2 2M min H77a 3 5 'ATR -- 3630 .. 18 0.148"x3- HTTS 3 5 "ATR 4670 F. 0.1 13- HTTSKT i 5 'ATR .. 5045 .. 26 SD a10.2- AB1144Z 1 SIR., ATR 7570 1900 -- 12 0.162"x3- ABU66Z I 5/8' ATR 18205 2475 -- 12 0.362"x3-1 " H2.5A 10 D131'x2-1/2' -- 565 F1:110 F2:310 H10A 18 0.148"xl•1/2" -- 1340 F1:565 F2 : 28S H10A-2 18 0.14E"xl-1/2" -- 1080 F1:6B0 F2.260 HUC48 34 1/4'x2-3 4" CON[ SCREW 3500 1135 -- 6 0.14E"x3" HUC424 24 1/4-.2-34"CONCSCREW SOBS 2015 -- 12 0.148"x3" LUS26 4 0.148"x3" 865 1165 SPHa 12 0.14E"4-1/2` .- Side:64D Center : 1280 -- DTC clips 4 3/16"x2-3/4" CONIC SCREW Fl : 85 F2: 135 2 0.131.5-0" A35 12 0.131"x1-1/2" .. -- F1:650 F2: 670• SDWC25600 I SDWC15600 -- 615 F1:130 F2 : 225 S-CIS450 I SDWC15450 295 FZ: 150 HTU26 20 0.162"x3-1/2" 3200 1250- 14 0.14B'x3" LGU3.63-SDS 16 14'x212" 6.720 5,555 -- 12 4"X2 HDUB-SDS2.5 i 7 `ATR -- 7.870 -- 20 1 4' x 21 2" SOS HDUIl-5052.5 1 1" ATR -- 11,175 -- 30 4"x2 2"SDS THD26 2D 0.162" x 3" 2940 3240 -- 20 0.148" TH028 2 28 0.162" x 3' 4310 4860 -- 16 0.148"x 3" ABBREVIATIONS: AS ANCHOR BOLT EA EACH INT INTERIOR AFF ABOVE FINISHED FLOOR ELEV ELEVATION JST JOIST ALT ALTERNATE EMBED EMBEDMENT MAX MAXIMUM APPROX APPROXIMATE EN EDGE NAILING MFR MANUFACTURER ARCH ARCHITECT/ARCHITECTURAL EO EQUAL MIN MINIMUM ATR ALL THREADED ROD ES EACH SIDE MIS[ MISCELLANEOUS BLK BLOCK EW EACH WAY MO MASONRY OPENING E-KG BLOCKING EXP EXPANSION NONA NOMINAL BOF BOTTOM OF FOOTING EXT EXTERIOR NTS NOT TO SCALE BOT BOTTOM FD FLOOR DRAIN OC ON CENTER BRG BEARING FDN FOUNDATION OPNG OPENING BTWN BETWEEN FIN FINISH OPP OPPOSITE CANT CANTILEVER FUR FLOOR PEN PLYWOOD EDGE NAILING CL CENTERLINE FIN FIELD NAILING PLYWD PLYWOOD CIP CAST IN PLACE FT FOOT / FEET REINF REINFORCING/REINFORCEMENT CJ CONTROL JOINT GALV GALVANIZED REDD REQUIRED CLR CLEAR GDR GIRDER RO ROUGH OPENING CMU CONCRETE MASONRY UNIT GRD GRADE Sc STUD COLUMN COL COLUMN GWB GYPSUM WALLBOARD SHTG SHEATHING CONIC CONCRETE GYP GYPSUM SIM SIMILAR CONT CONTINUOUS HD HOLD DOWN SIR SOUTHERN PINE #2 OR BETTER DBL DOUBLE HDR HEADER SPF SPRUCE PIR FIR #142 OR BETTER DIA DIAMETER ILO IN LIEU OF TYP TYPICAL DWG DRAWING IN INCH UNO UNLESS NOTED OTHERWISE 140 WINDSPEED CHARTS 140 MPH 2O23 FL - C & C Pressures (ASD [flediw WMd Area Gabk Roof Comp- I HIP Rod Co onenfs Wall Cnm nerds Zan I Zone 2 Zo3 2-1 Zane 2 Zone 3 Zane 4 zone 5 A 200 SOFT TOM rcW,) 27.1 -35.3 17.1 -42.7 I71ne -49.0 148 -30.3 148 d65 14.8 -365 311 -34.1 31-1 1 -38.0 A<SOSQFT Windows 19.2 -40.4 19.2 -54-9 19.2 -63.9 18.7 -36.0 18.7 -32.7 18.7 -45.9 327 -35.9 32.7 -413 A. 1050Fr(Faneners1 24.2 -52.0 24.2 -83.1 24.2 -98.6 27.3 •49.0 27.3 .67.5 27.3 -67.5 365 -39., 365 a9.0 Components and Cladding Pressures (ASD) - 2023 FL Positive Negative Width Height Effective Pressure Pressure Desrriotim I00f U lfil Areglft2l JOU LRM 16070 OHGD 16 7 112 30.8 -34.4 3068 w/3010 TR ENDS 3 8 240 34.6 -45.1 306E w 3010 TR 4 3 8 240 34.6 -37.7 3090 DOOR ENDS 3 8 24.0 34.6 -45.1 25SH 4 3 5.25 15.8 35.6 .3&7 606E SGD 4 6 6.67 400 33.4 -366 286E DOOR 4 267 667 17.8 35.3 -38.3 30505H 4 3 5 L5.0 35.7 -3d8 305M ENDS 3 5 15.0 35.7 -47.3 2040SH ENDS 2 4 SO 365 -49.0 6080 SGD 4 6 8 49.0 1 32.E -36.0 DESIGN PRESSURES SHOWN ARE MINIMUM ALLOWABLE VALUES. VAUES ARE 10 BE INCREASED AS REWIRED BY MORE STRINGENT LOCAL REQUIREMENTS ODO Fieldstone C.O.A.# ARCHITECURE: '\26002802 # ENGINEERING: 291 0 RAHEM ELAYEB, PE P.E.# 91476 ■ BENJAMIN NIESE, PE P.E.# 86025 05/15/2024 DATE `\0 1\1111111/111 �<_Y ► i 0 ST F :0R10P'•'* = E o o t fr = € - <^„fie o.�a02�a.oE s frfr�fr'�fr ex ��5 �6 Sb��S aS„E��ao 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 N M -7 O oQM z wLUa 1-•1 J J Lll Q O O ~< LL in LL U w U) :%i C7 CC Z _ W arn2 0r-a N OoM 04 LO F 7 L J DRAWN BY: FAE VERSION: 5.0 SHEET NAME REFERENCE CHARTS SHEET # S5.1__ 6a v �.l 3769/.DwsJl/ .3�l�eL�a A,nff J 0 C«SSC/ r