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HomeMy WebLinkAbout37883 Dusty Saddle Ln510 - EISENHOWER CMU Garage Left - Elevation J3 SHEET MEX NUMBER: SHEET NAME: \ M`SER; SHEET NAME CS COVER SHEET C5-3 SQUARE FOOTAGE CALCULATIONS F-LO FOUNDATION - SLAB PLAN E-1:0 ELECTRICAL PLANS - FIRST FLOOR E-20 ELECTRICAL PLANS - SECOND FLOOR A40 FIRST FLOOR PLAN 4-20 SECOND FLOOR PLAN P-01 PLUMBING RISER DIAGRAM A-32 MISG DETAILS A-3.20 FRONT / REAR ELEVATIONS J / ROOF PLAN A-3.3 MISG DETAILS 4-3.21 SIDE ELEVATIONS J A-3A MISG DETAILS A-4.0 BUILDING SECTIONS C:ENERAL NOTES THE STANDARDGENERAL SPECIFICATIONS FOR AMERICAN HOMES 4 RENT e AMH DEVELOPMENT SHALL GOVERN EXCEPT AS MODIFIED e SUPPLEMENTED BY THESE PLAN5. THESE PLANS HAVE BEEN DESIGNED TO MEET THE REQUIREMENTS OF: 2023 FLORIDA BUILDING. CODE, RESIDENTIAL,.STH EDITION OCCUPANCY: SINGLE FAMILY RESIDENTIAL CEILING GONSTRUCTiON: I. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC A A RA RE BY NOT LESS THAN 1/2 INCH (I2.T mm) GYPSUM BOARD APPLIED TO THE GARAGE 50E. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL '.4B!T4BLE ROOMS ABOVE BY NOT LESS THAN 5/8 INCH (159 mm) TYPE "X" GYPSUM OR EQU-IVA_ENT. WHERE THE SEPARATION 15 A FLOOR -CEILING ASSEMBLY, C UREE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT E55 BAN 1/2 INCH (12.7 mm)GYPSUM BOARD OR EQUIVALENT. EXTE,RI OR FINISHES: I-10<NES5 '- OF TEXTURED FINISH OVER FRAME APPLGATION SHALL BE PER THE RRENT APPROVED BUILDING LDNGCODE AND AST-1 C926IN TA�LA-I N OF EXTERIOR OR F - T HING AND FRAMING APPLICATION ION R QUi M NIS TO BE PER H^ CURRENT RA PPL E R_ E R c RE APPROVED BUILDING CODE AND AS—" C 1063. EGRESS: I EACH BEDROOM MUST HAVE ONE WINDOW THAT COIN LI S W.T., EGRESS E T P E R S CODES IF THERE IS NO ACCESS TO EXTERIOR. THROUGH A DOOR - THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF ABOVE F WSHFLOOK L NE OF PARTICULA R ROOM. 2- IN WELL NGN. 5- R E C== ING OF AN OPERABLE WINDOW S LOCAT ED MoR_FTHAN T2 N /- - NIsHED GRAD - OR SURFACE BELOWTHE LOWEST PART OF E C_ 4� v= N NG OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISH F A F I H E FINISHED FLOOR ROPER OPERABLE SECTIONS O WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4" SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER THE CURRENT APPR VED BUILDING CODE. A NG SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND \TERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, 4ND 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 CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR _L FINISH. A =ROVED CORROS ON -RESISTANT FLASHING SHALL BE INSTALLED AT REQUIR _OCAT'ONS PER `E CURRENT APPROVED BUILDING CODE. - � WINDOW INS TALLATION: L WINDOWS 5HA L B INSTALLED AN FLASHED IN ACCORDANCE WITH THE L E P L E MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INST-RUCTIONS 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 2.4 BLOCKING AT TOILET PAPER AND TOLUEL BAR LOCATIONS, ..SEE DETAILS. KITCHENS: I INSTALL 2X6 BLOCKING AT 89" AFF, ON CENTER FOR' PPER CA3INET INSTALLATION. TUB AND SHOWER AREAS EAS: BOARD I. CEMENT, FIBER CEMENT OR GLASS MA' GYPSUM �OARD (NO GREEN BOAR P ALLOWED) IN COMPLIANCE WITH AST" C1285, GI325 ' OR CATS AND INSTALLED WITH '8 N I-V14"DAGGEZ P41L PS:AFER LEAD C_MENT BOARD SFLF DRI_L SCREWS W/ COATING SHALL B_ USED AS BAC<-_Ra_ FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. TER`11TE TREATMENT. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDE5, INCLUDING- SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTEC-ION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION UPON COMPLETION OF THE A t_CATION 0- TOE T RMITP PROTECTIVE vETR`ATMENT A CERTIFICATE OF M ANC- HA' BE T THE I CO P_ t S L Bc ISSUED O .E BUILDING NG BY THE L CEASED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "TH E E L G E E 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- CAPAC DIES SHALL BE FURNISHED BY THE MECHANICAL ENGINEER AS AN ATTACHMENT TO THIS PLAN. SET AT THE TIME OF APPLICATION FOR PERMIT. 2_ MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, 5ERvICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (762 mm) DEEP AND 30 INCHES (762 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. =a'-RG'r REQUIREMENT SCHEDULE Ex'cRIOR WALLS (FRAME) R-13 EXTERIOR WALLS (BLOCK) 41 FOIL ATTIC CEILING R-30 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. -26 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 ELEVATION AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 5. AUXILIARY DRAIN PAN_ CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS PM14113. EXHAUST FANS AND VENTING: I. OUTDOOR DISCHARGE. THE AIR REMOVED BY L EVERY MECHANICAL X L,5- E SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EX-AJFS`_ INTO AN ATTIC. SOFFIT. RIDGE VENT OR CRAWL SPACE- 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING, 3, DUCT LENGTH. THEMAXIMUM ALLOWABLE EXHAUST DUCT LENGTH SHALL BE L ETERMINED BY ONE OF THE METHODS S SPECIFIED IN SECTIONS MI 4- 1 THROUGH D t EP ED E 502. 5 4 E EXHAUST I 2- 53. THE MAXIMUM N THE M 50 X UM LENGTH OFDUCT SHALL BE 35 FEET FROM THE CONNECTION TO THE TRANSITION DUCT FROM THE DRYER OUTLET R R TO THE LE TERMINAL. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET (162 mm) E FOR EACH 45 DEGREE (0.'I RAD) BEND AND 5 FEET 0524 mm) FOR EACH 90 DEGREE 0.6 RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND LISTED 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 BOOSTER FAN MANUFACTURER'S INSTA LATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN IS INSTALLED L R RE E D ER B R 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 WALL. THE LABEL SHALL BEAR THE WORDS "THIS DRYER EXHAUST SYSTEM IS EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." 4. = _OVIDE BACK DRAFT DAMPERS AT INTAKE AND EXHAUST LOCATIONS AS REQLIRED BY THE CURRENT APPROVED BUILDING CODE. ISSUED: 4/30/2024 VERSION: 5.0 SQUARE FOOTAGE AH4R ASSET MANAGEMENT SQ. FT. HEATED AREA Sq. Ft. MAIN LEVEL 1077 SECOND LEVEL 1220 TOTAL AH411 SQ. FT. (SIablCrarvq 2297 METHODOLOGY. ANSI Z765.2003 The total area calculated from the outside -to -outside of framing, including optional finished basement options as shown. This area excludes stairwell at highest level above grade, garage, covered patio/porches. 1E• 4 e.+�+...r . , ,Pk GC��r'L� � � SHp,LL P,LL S FL©R10P1SU-Tw� .j r,00� Ga�z;Rlll1�S �L� cl i .,.: xN© HtL pp{Iy REVIEW CITY CPPHYRHIL PLAN E MINER i tJ' I i i- L CIO SS V V 1 &MI AhN DEVELOPMENT DO NO 5GALE THESE DRAWING5. VERFY 5ULDINGONIIENTATION WOW CONTRACTCR AND SITE PLANS BEFORE CONSTRICTION THESE DRAWI1136 DO NOT CONTAIN SPECIFIC INFO ATIOV FOR ANY SiR1CT.RA! ELEMENTS (tO EE P DED BY EIY.NEER CF REC ) ANY DISCREPANCY (DIMENSIONS, ORIENTATION, ETC,) MT EFN THESE DRAWN65 AND THE ASSOCIATED DRAWIW S aeml« SITE DRAWIN65 SHALL M REPORTED TO CONTRACTOR AT ONCE AND NO CONSTRL^TICN SHALL PrX,CEED WTIL CORRECTED. THE —TRACTOR. A5eui THE 2SPCNSIBILITY TO MEET ALL ',c`OIIREME.75 Gf LOCAL E3UO)ING GFFICIALS +TO coirPLY WITH STATE BUILDING CODES. ^_t W U � ST OZ m -- F o O LN D /1 V Q x =CIL IiLaIEUlS: 0 0 J J T W T 12 O cc J 0 t `0 —) N v^ O A+ W Z M aC g o U ocr QQ 0 �y A\ Q LL. L U N % (J LU O �2 ir �r c7 00 2 W LU r W co N L- g41MN 9Y: i�1E VERSION: 5.0 COVER SHEET C- BIgTt CS SQUARE FOOTAGE CHART ELEVATION T A I of - 1 0 G P' 'L ll I I X I I I I I I rAnr.AerAaox ww•eAUAmer I L 7 I I L J PMf, �010 fiD011 %NI.9E/A1pI T SQUARE FOOTAGE CONSTRUCTION AREA CALCULATION HEATED / CONSTRUCTION AREA Sq. Ft. MAIN LEVEL IOTI SECOND LEVEL 1214 TOTAL HEATEDICONSTRUCTION AREA (Slab/Ctawl) 2291 METHODOLOGY: ANSI Z765-2M 1 The total area calculated from the outside -to -outside of framing, including optional finished basement options as shown. This area excludes stairwell at highest level above grade, garage, covered patio/porches. BUILDING ENVELOPE AREA (ALL AREAS UNDER ROOF) Sq. Ft. GARAGE 411 FRONT GOVERED PORCH it TOTAL BUILDING ENVELOPE (Slab/Crawl) 2765 COVERED LANAI 120 METHODOLOGY Building Envelope Area: The total area calculated, including Heated/Construction area as calculated,. andalso including garage, covered patio/porches. MAXIMUM DEPTH MAXIMUM WIDTH = 35'-C" "MAXIMUM BUILPIN6 HEIGHT A.F.F. = 27'-5" ,EI � RECO2J). ANT J ET (DIyEN510N5, CRIENTATIO, ATILN, ETC) gETLEET -'.:ESE DR-s AVD 7 AeSCCIATED DL H REard(w SITE DRAW TF EHALL EE iCin MD D TC CONTRACTOR ATOLL AND NO CLNS,FIL COKS CLL PROCEED IMIL CTOREGTED. THE GCN 151OIT ATO TTEE THE RESPONSIBILnr TO MEET AL R_OUREtlENIS OELOLAL WILDING GFiICIiCIALS � TO UJMPLY WITH STATE WILDING CODES. —j W U � —'gym z 6 m LU _ Q� jLU � `o Q I>Mwlllr. R1E VERSION: 5.0 al&TIWE SQUARE FOOTAGE CALCUATIONS elgTr CS-3 amn ANu oevELoa-rvuT DO NOT °.GALE THESE TATIG NGs. Pill IINIDATA CN FLAN NCTEG. VECMRACTINGORI 6 TATION WITH) r l✓bllVk✓ V f3:1V E�f EEFOR CORANDTO PLANE BEFORE G5 DO NOTICOITA SE DG FIG DO NOT CONTAIN ALL WORK.SHALL BE M STRICT COMPLIANCE WITH B1LDING. $PECIFIG IFPOR1arILTI Fat ANr j CODE, RESIDENTIAL, AND COUNTY BUILDING DEPARTMENT. STRUCTURAL ELEMENrS lTo BE PROVIDED BY EN.ANEER OF STRIP TOPSOIL, TREE5, STUMPS, ROOTS, ETC. FROM ALL lDRECCORD)i S.YDISATF�Gi ----'—'— -- AREAS WHERE CONSTRUGTION WILL OCCUR UNO, BETUrlN THESE DRAWINGS AND THE 2'-G, ASSOCIATED D, AW and/a 51TE 4'-m" '-4„ B'-4" -4" FILL SHALL BE FIRMLY COMPACTED, CLEAR SAND/CLAY ORAU11NG5 SHALL BE RFPORTED TO MATERIAL: FREE OF ROOTS, ORGANIC MATTER OR OTHER VTR TOR AT ONCE AND NO CONSTRLTla SHALL PROCFFD INTERIOR BEARING LOCATIONS SHOULD BE COORDINATED vNTIL ccRRE= THE CONTRACTOR AS°.AP,FS THE W17H TRUSS MANUFACTURER $ STRUCTURAL ENWMEER RESPGN5151LITY To MEET ALL REdIIREMENIS OF LOCAL BL'ILDNG PROVIDE 501L TREATMENT AND VAPOR BARRIERS AT ALL aFIGIAL5 + TO GOMPLT WITH 5TATE $LA58 (INTERIOR). BUILDING LODES_ ij 0 U N -- FQmI Qhh� � Q ! ^✓ J ad W LLI l L LLL Q U m a x Qa DATB m, o I Al J J m C♦ T— /W IL T v+ O � J C7 I � Z cn U O N zM U C) �Q Qo W N r� F— LLJ w O , >. M } 00 = IL 11 i- Lo N F 2'-0" 16"-'rJ" OPENING 35'_m" J PART. SLAB PLAN - ELEVATION'J' „,�IIW SxNm.,vouea arAle,a•,�fm�9 VERSION: 5.0 SW� FOUNDATION - SLAB PLAN I91fff# F-1.0 J LANAI SLAB � — — — — — 4" CONCRETE SLAB MIN. OVER 6 MIL VAPOR BARRIER SLAB SHALL BE OVER 0 0 CLEAN COMPACTED. FILL W/ FIBERMESH UNIT SECURED TO IC PAD I / � 4" CONC � O SLAB MINW/ FIBEPo'1ESF+ fJ T _ \\ HB �\ CONCRETE SLAB I ' S" CONCRETE SLAB MIN. OVER 6 MIL VAPOR BARRIER SLAB SHALL BE OVER � CLEAN COMPACTED =ILL W/ FIBERIESH HVAC CHASE BASED qJ � \� LOCATIIXJ \ � � ------ ELECTRICAL CONDUIT FOR ISLAND a I GW' - j XIF eONef�ETE SLAE;4"CONCRETESFASMIN.OVER6MILVAPORBARRERSLABSHALLESEOVERCLEANCOMPACDFILLW/FlBERMESH fp � A" CONCRETE SLAB MIN. OVER 6 MIL VAPOR BARRIER SLAB SHALL BE OVER � 41' GONG SLAB MIN. W/ FIBEf2f'1ESH 016 i p5 _ -OOR 1LAN NOTES FROvIDE IC` MINIMUM) GYPBUM BOARD 5EPARATON AT wALL5 AND 5/8' TYPE x CEILINGS N -'rE GARAGE ADJACENT TO THE MAIN HOUSE AND ATTIC AREAS, WASHING MACHINE 15 ALWAYS LOCATED LEFT OF THE DRIER UNLESS NOTED OTHERWISE. ALL EXTERIOR WALLS ARE DRAWN AT 8" CMU UNLE55 NOTED OTHERWISE. ALL INTERIOR AND COMMON WALLS ARE DRAWN. AT 3. 1/2"UNLESS NOTED OTHERWISE: HEADER FOR FIRST FLOOR IS AT 6-0' w/ S'4' CLG. 4 SECOND FLOOR 15 AT T-0" W/ 6' CLG. HANDRAIL HEIGHT SHALL BE 36" MEASURED VERTICALLY FROM THE NOI OF THE TREAD_ (•) DENOTES EGRESS WINDOW HANpFRAIL 1-1/2" MIN GRASPABLE HANDRAIL: i I/4" MIN TO t I !3" I-V9" MAX 1 MIN_ DIAMETER m RETURN � HANDRAIL SECTION ELAN PROVIDE HANDRAIL IN COMPLIANCE WITH THE CURRENT APPROVED MILDING®CODE S ST•A� �A�I�AI I 1@" A/C SECURE S'-4" CLG AF:F. (� 70 3'x3' PAD CONCRETE 0 m I I I m e 25 5H 25 5H it I �B6B 15REAKFAST NOOK NB 9'-4" CLG FAMILY N VINYL PLANK ROOM =_ 9'-4" CLG. 3'-0" X 6'-0': VINYL PLANK ISLAND T-. 2x6WALL e 34 1/2" AFF. W/ 12" EAR TOP D S rc m SLOPED CEILING UNDER STAIRS ;X, 42"ALL YJVEESC ��� WITH �:, 3'-II" 4'-3Yz" 6'-0Y2` _ KIT PEN UPO 10� �. 9'-4" CLG a 2nd IL! 1 2 3 4 5 6 T 8 9 NY PLANK '� TREADS fl0" W/ I" NO s� cRG I C I IgB 3118m9 IN H D IL OPENING L- _ _ J 5 SH ml s _ - GARAGE WALLS COMMON - WITH LIvMG.AA MUST HAVE _ - 112" DRYWALL SEPARATION " (MIN. 20 MIN FIFE) L-CAIR 1�B DRYER VENT — GARAGE LOCATION GREY 9'-4" CLG AFT- SOX CONCRETE 'n LAuIN�RY w�',pW D 31180 Y 4" CLG a �' 5y" GPENING VINYL PLANK m fDl �__-_____.� _ NCl'E _-_ az+o RR nawE --------------------------------------------- `9 - 4"CL -- ---- PL K NOI E OFFICE W} I� 3'-4" CLG 0 a VINYL ?LANK ISM_ ------- HE s ecS�O. q0 3080 16'-0" x l'-O' OH. GARAGE DOOR 25 51-I 25 5H m 11 VER FY ICONT IRCH FIF\. �. y CONCRETE --- 3 FIRST FLOOR PLAN - ELEVATION OJO SI1111+,+Pponn WAM W. vp" -F `IX)R 94"CLG VINYL PLANK CPO AMH DEVELORIEM DO NO' SCALE THESE DRAWINGS. 'vERIFT 2WILOIl ORIENTATION WITH CONTRACTOR AND SITE PLANS BEFORE CGN6TR11CTIOI THESE DRAWINGS DO NOT CONTAIN SPECIFIC INFOR'1ATION FOR ANY 5T1 7 RAL ELEMEMS (70 EE PROVIDED 5Y EN -'.-INFER OF RECORD). ANY DISCREPANCY (DIMENSICNS, ORENTATIaN ETC) SEETWEFN THESE DRAWINGS AND THE ASSOCIATED DRAUI and/a SITE DRMUWGS SHALL BE REPORTED TO CONTRACTOR AT OJCE AND NO CONSTRICTICN SHALL PROCEED .TIL CORRECTED. THE CONTRACTOR AS ME5 THE �5PCN515ILITY TO MEET ALL REGUIREMENiS OF LOCAL BUILDING OPICIAL6 i0 COMPLTSWITH 6TAiE BUILDING CGDES W C U � Z � � c ^> W > LL W Q � m U Q x Q� MEWDAE OWS 0 C) J MJ W T A` W r V/ N O ``cc v 1 Z G Fn U V OD Z M U p LL - C.- Co- U) o ° LL maAc`` W (a/y LL W y }13 I— LLJ J J O , Ir O_ CO = F— r LCi co N 7 L_ J 014IM W. I FAE VERSION: 5.0 SM WIE FIRST FLOOR PLAN SRO# -1.0 J 'LOOK PLAN NOTES -R VID N ARD 5ER41RATION AT WALLS AND 5/8" ttPE X CEILNG5- \ - \ � N HOUSE AND ATTIC AREAS. OCA--D LEFT OF THE DRIER NLE" NOTED OIHERUISE. Ex -A__3 ARE DRAW, AT 8" 01U UNLESS NOTED OTHERWISE Al- INTERIOR 4.10 COMMON WALLS ARE DRAWN AT 3 I/f UNLESS NOTED OTHERW15E, HEADER FOR FIRST FLOOR 15 AT 8'-0" w/ 9'-4" CLG 1 5ECOND FLOOR f5 AT i'-0" W/ 5 CLG HANDRAIL HEIGHT SHALL BE W' MEASURED VERTICALLY FROM THE NOSING OF THE TREAD. (-) DENOTES EGRE55 WINDOW NANE)RAIL 2" 'IN 4 IL: RASPA6LE ANDRA MIN TO N ' DIAHETEZ m RETURN. � ANDRAIL SOON P ! P PROVIDE HANDRAIL IN COMPLIANCE WITH THE CURRENT APPROVED BUILDING CODE. STAIR DIA&RA�l T — Ie" �. = —� FAU EMVMM 7/fy/ l iBZ M' DOOR'. 77�� acffT nn�u ftYWiOD Dom[DNk FRMOG van SIROOOR HEVARMI A'Y[N9dV VN%ES PEA PIAN B HVAC RAISED PLATFORM 0 SECOND FLOOR PLAN - ELEVATION V WALE. IX%lWlll.17) StlUE: 114+1'rM04) 35'-m" 11 ..1 me Dew - _- - _��,� cRlEc�-D, LI•H `ate De 1ti _ —16 !D^i"N51CN5 ON'NTA IPI _ IevNEETI DRA RY.x. M"J 455CC14TED DRAWRGS 1 57 ICRAWINCS 5HAL. 2E REF SITED TOI I CQvTRACiOR A- CNC AND NO CONStRICTILIGN SHALL FRL�EED WTL CORR`CTED. THE CONTR C OR A5a3 E5 THE �SF'ONSIBILIT- TO MEET ALL REOIIREMEN & 5 OF LOCAL ILDING OFFICIALS + TO COMFIT WITH STATE OUDnG CODES. W U � 2 Hn 0 O al 00 FELEME Q x DUE FEMBONS: 0 0 m T A+ T }W O C6 J C> � 'Z V JJ � ♦ v) 0 N L ZLLI J Q U O cf) o0 W W N H r'- W �_ co N L- J VERSION: 5.0 SHIEME SECOND FLOOR PLAN ki- 2.0 JJ __________________.__�i � I f I j 4' VENT O RIDE ----� G---I -- II II II ��Q II I I a I - CRICKE L I — I ZONE 2 I Tr w L I I I Q I ROOF PLAN - ELEVATION'J' __ _________ Sc M;/10 ,wn,rn same fS+,w p" I 1 ID ZONE I ATTIC VENTILATION- (300 50 FT ATTIC SPACE / I SQ FT VENTILATION) -CALCULATIONS REFLECT 50% RIDGE AND 50% SOFFIT VENTS 1264 SQ FT UNDER ROOF ATTIC, / 300 SQ FT / 15Q FT = 421 SQ FT VENTILATION SOFFIT VENT 9 SQ IN EACH OFF -RIDGE VENTS 104 SQ IN EA 421 SO FT x 50% = 2M 50 FT HIGH, 2.11 50 FT LOUT HIGH VENTING 2.11 SQ FT z 144 SO IN =30336 5Q IN REQUIRED t3) OFF�RIDGE VENT s 104 SQ IN = 312 50 IN Lail VENTING 211 SO FT x 144 SQ IN =30336 SQ IN REQUIRED 30336 / 9 = 34 SOFFIT VENTS (CONTINUOUS VENTED SOFFIT) ZONE 2 ATTIC VENTILATION: (S00 50 FT ATTIC SPACE / 150 FT VENTILATION) 305 SQ FT UNDER ROOF ATTIC / 300 SO FT / 1 50 FT = IO2 SQ FT VENTILATION SOFFIT VENT 9 50 IN EACH LOW VENTING L02 SQ FT x 144 SQ IN =14688 SQ IN REQUIRED 146B$ / 9 = 16. SOFFIT VENTS (ODNT NJQUS. VENTED SOFFIT) ZONE 3 ATTIC VENTILATION: (300 SQ FT ATTIC SPACE / I sQ FT VENTILATION) 120 5" JNDER ROOF ATTIC / 300 SO FT / I SO FT = .40 5Q FT VENTILATION SCFFIT VENT 9 50 IN EACH LOW VENTING :40 50 Fix 144 SQ 1N =51W SQ IN REQUIRED 5160 / 9 = 6 SOFFIT VENTS (CONTINUOUS VENTED SOFFIT) 2nd FLR CEILINL- WINDCW LNE w � 0 FLASHIING— M � � z m a SECOND FLR m m kt FLR CEILING WINDOW LINE 6" R415EC STUCCO TRIM COACH LIGHT v PER COMM 0 SPECS 4" RAISED— c0 STUCCO TRIM STONE CAP — FIN FLR ELEV 21d. FLR CEILIN's WINDOW LINE 3 a - 6/12 PITCH - ARCH SHINInL ROOF (TYF) 5ECOND FLR 12 6� 12 �6 12 Ix3 BOARD 4 EATT VERTICAL 6/12 PITCH 51DING 9 16" O/C PER COMM. ARCH 5HINGLE 6 SPECS (TTP) ROOF (TTP) III ■■ IIII IIII ■■ ■■ IIII IIII ■■ IIII a' YNT 12 6/12 PITCH ARCH SHINGLE ROOF (TYP) 1s1 FLR CEILING CJ/IllEEP WINDOW LINE SIGME I'vow) Soue,/4%IV " ScaeM%;W(l ■,i) w e u4% w p" FRIEZE BANDING CORNER TRiIT 40RIZONTAL LAP SIDING PER Comm. SPEC, STUCCO PER COMMUNITY SPECS (TTP) 4m11 AMu DEVELOR'IENT YER NOT SCALE THESE DRAWINGS 'IFY W ILDIR ANDIE SITES P-A WITH CONTRACTOR AND SITE RLANS BffOR: CGNSTRJGTICN. THESE DR4WING5 NOT CONTAM SPECIFIC INFORFR 'IATICN F ANY STRUCTURAL ELEMENTS (T fT0 BE F CORDED BY ENGINEER 6 AlREENSIO ANY ENW, N, ETC i (DIMENSIONS, DRAW iICN, ETT EENEEN THESE DRAWNGS AND THE ASSOCIATED D L ISE RFFORTr SITE CRNNTRASHALL BE REFO N i0 CONTRACTOR AT LNCE WJD CONST ION SHALL nGE IMTIL E TIL CCORRT ECTED. THE CONTRACTORASS' TO iAL �REMEN191L . TO MEET IL OPOIREFIENTO COMPLY WILDING CFICIALS i BUILDING LT WITH STALE W ILDMG LODES. O 0 J J m T W T ca O ' v =C z G VN N z pC 3:: li Q U p Lu co � 0 0 cc N <LL w N F J W Tn = O 00 I— � N L CRYWWL I HIE VERSION: 5.0 BNEFTNNE FRONT/REAR ELEVATIONS 8 ROOF PLAN I'E", A-3.201 RIGHT SIDE ELEVATION 'IN 3 12 o a' ENr 12 6 b/12 PITCH ARCH SHINGLE ROOF (TYP) 6/12 PITCH 2Pd FLR CEIL , CORNER WINDOW LINE TRIM TRIM _ FLASHING 0 HORIZONTAL - LAP SIDING PER 12 COMM SPECS 6� 2 3 SECOND FLR E/12 PITCH � ARCH SHINGLE ROOF v (TYP) 3/12 PITCH lit FLR CEILING WINDOW LINE - - - CEMENTITIOUS .:.-. STUCCO PER 't . COMMUNITY 5PEC5 B. (TYP) - '.� CONCRETE PATIO FIN FLR. ELEv LEFT' SIDE ELEVATION 'Jo OPTION 3 IIII W. erALR IA- �'n 'D'.MH?IEION5. \Cc-"'-FN741IpF,-_^L THEE D2dL.tiL-5 A`•u� =E' 455CQ" DR `I —/l , 517 CRAWINL5 SHALL 8E REPORTED TO .'.QJTRACTOR AT ONCE PAID NO CONSTZIC ON SHALL PROCEED .NTIL CORRECTED. THE CONTRACTOR A5S.MES THE NE5F'ONSI13ILITT TO MEET ALL RE= REMENTs G LOCAL .1101. C ICIALS < TO CO,PLT WITH STATE EUILDIN6 CODES- W U � � � m � w � ^ w Q x QRBSMI 0 0 J � T T }W v+ O tQ J CD V z �/ t V C) C!) O N L a Z rY 6{_ �c J Co Q VJ � JO W N I— H J W !- = Om , } Ir O 00 00Lu �— LC) N F L J VERSION: 5.0 SIDE ELEVATIONS ;affr. �k-3.2111 TTT-.-- II If I----1 ,---- I I -- I I -- -------------- --,-'� T 1 T- - - -- -- I 1 I I -. - I I I ---- -_-_- - 7 5'�I__--ING 5EGTIGN NOTES o \ _ - o ARC-... =C eiR..^.L. REFER TO 5TRJCTIIRAL SEC-10N5 SIMILAR TO OTHER ELEVATI(WS AND WHEN L'SiNG 7x6 EXTERIOR WALLS FIZ-MAN'JFACNREDT FORM1SSES \ �6 12 INSULATION PER FBC AND ENERGYORM F SUBMITTED WITH PERMIT APPLICATION TOP GF-F-45CIA 0 1rid FLR :EILING WMDOW LNE �I IA�R L71, BATH 2H.ATk4\/ SECOND FLR n � I6 1st R FLING 13 14 - K TGNEN WINDOW LNE Z ol 11 ®_ 10 FAMILY g W ROOM .x GL. o ❑ F. 4 7 JFIN FIR ELEV CCFACTED, TEF;VITE TREATED 501L w/VAPOR FOUNDATION (SEE BARRIER STRUCTURAL PLAN) BUILDING SECTION'AA' SAE,N+TMPVW7) a&A7M'r%MWALLa&A7W Sl" WAM v++,+rCM" BUILDING SECTION'BB' SGIE,I -ITPIXI?) 8"AMN YMCM -AUELWATIM SUM 02011 — DEVELOR W DO NOT `..GALE THESE DR NGS BRIE. e ILD--FNITATI N WITu CONTRACTOR AND 517E RANS HFOE C, L,6— KTiON. THE5E D—WP DO NOT CONTAIN 'CI=;C II,FOWATION %OR MY R,�,TI,RA1 ELC?fENTS (TO 0E �vvIDED 3r �IIEER OF 2'G04fil. AN' DISQREPANC- !DIMENSIONS, ORIDRATION, ITO BFaEN THESE DRAWMGS AND THE ASSOCIATED DRAWUGS a,— 511E !DRAWINGS 5HALL H SPORTED TO CONTRACTOR AT ONCE AND NO ON5T17- 5HALL F'R[Y_EID 5 ^.w -STA-E DING ..00ES J �� 6T 0 z�m LLI ^ w I —I p m m u Q aCL FEMS IS: i �ld O J J (]0 T— (1) W T m a O C V I v Z '' vJ U C%) 0 N L CDzM C] J Q C) LUo i� //\ Q C� c � V=+} LU ,CD Cl) _ UCc OIr �r O OD 00 Ll co N oAux,ar. � VERSION: 5.0 7 LDI=SECTIONS L_ ISIffT. A-4.0 - -GAS GAS LNE _ Cw COLD WATER [r$ r_.,.;- C-\ _ED 0 ELECTRICAL PANEL WALL IOulvrY_D LIGHT ELECTRICAL METER °� WALL SCONCE DISCONNECT SWITCH FLUORESCENT LGHT w/I BULB SWITCH O FLUORESCENT LGHT w/ 2 BULB5 ., 3-WAY SWITCH VAPOR PROTECTED -'GH T _ 4-WAY SWITCH �,i EXHAUST FAN DIMMER SWITCH JfHALFAN w/ ! IbHT 1 BUTTON '� EXHAUST FAN w/ HEAT T LIGHT I c DUPLEX OUTLET SMOKE DETECTOR c QUADPLEx OUTLET O CARBON MONOXIDE DETECTOR SWITCHED DUPLEX OUTLET Y Y THERMOSTAT FLOOR OUTLET DIRECT WIRE f I1 OR CUTLET 1 T PHCNE JACK V'IG db WATER PROOF GFI OUTLET 'P 1 T MEDIA JACK C. 0 CEILING MONIED OUTLET FFi i 4` CABLE TV CUTLET z2G, I 220V OUTLET DOOR CHIMES i'i. CEILING MOUNTED SECURITY PANEL 4 LIGHT 0 4'� HANGING I ;LILY MOUNTED LIGHT 4� FLOOD LIGHT C-*-D CEILING FAN C- -D CEILING FAN w/LIGHT u u ELECTRICAL GENERAL NOTES SWITCHES TO BE 45" AFF. RECEP75_ TO BE 12" AFF. - 42" IF OVER A COUNTER ALL WIRING TO BE IN ACCORDANCE WITH NEC ARC FAULT CIRCUIT INTERRUPTER PROTECTION 5H4' - R v'C D AS REQUIRED IN NEC 2I1 AND 54ALL BE INSTALLED IN A REA Ems., E _OCATION. ALL SMOKE DETECTORS SHALL BE HARDWIRE: u-0 AN ELECTRICAL ?OLER SOURCE AND SHALL BE EQUIPPED WITH A MON�70RED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DE-ECTORS. GROUND FAULT CIRCUIT INTERRUPTER SHALL BE PROVIDED AS REQUIRED IN NEC 210,NA7 AND INSTALLED IN A READILY ACCESSIBLE LOCATION. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO INSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NFPA. 10A - NEC AND ALL APPLICABLE LOCAL 5TANDARD6, CODES, AND ORDINANCES. PROVIDE INTERSYSTEM BONDING TREMINATION AT SERVICE LOCATION PER NEC 25054 LUMINIAIRES IN CLOTHES CLOSETS 5HALL BE INSTALLED PER THE PROVISIONS OF NEC 410I&fA1 a (B) RECESSED LIGHTING. TO BE AIR TIGHT AND IC RATED 002 OF THE LAMPS IN PERMANENTLY INSTALLED FIXTURES SHALL BE --=FFICIENGY LAMPS 2===ER -0 ENERGY CALCULATIONS FOR ADDITIONAL I -RC /DE THE REQUIRED CLEARANCES AROUND PANELS AND DISCONNECTS IN „ =_IANCE WITH NEC III AL- RECEPTACLES SHALL BE TAMPER RESISTANT PER NEC 40612. THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(5) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LE55 THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE. AFCI PROTECTION - 210,12 (B) DWELLING UNIT5. ALL 120 VOLT, SINGLE PHASE, 15 AND 20 AMP BRANCH I RCUIT5 SUPPLYING OUTLETS INSTALLED IN DWELLING UNITS, FAMILY ROOMS, DINING ROOMS, LIVING ROOM5, PARLORS, LIBRARIES, DEN5, 5EDROOM5 5UNRCOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR R0CM5 OR AREAS SHALL BE PROTECTED BY A LISTED AFCI; COMBINATION TYPE, '.. INSTALLED TO PROVIDE PROTECTION OF BRANCH CIRCUIT EXTERIOR GARAGE 200 AMP METER MAIN COMEG `M I F Cs 4/0 AL 5ER CABLE GROUNDiNG ELECTRODE SHALL COMPLY WITH SEG 25052 ELECTRICAL RISER DIAGRAM N T.rJ DIS( ELEC (LOCAL BU FIRST FLOOR ELECTRICAL PLAN - ELEVATION IX WAIE:11TwAPVIX17) 8G11E:1/41 W " STRUCTURED 1EDIA CABINET TO INCLUDE CAT5/6. COAX, USE, WIFI ROUTER. SPACE AND POWER VERIFY EXACT REQUIREMENT, LOCATION AND MO,NTING HEIGHT PRIOR TO IN5TALLATON 01021 AMH DEVELORi1ENT DO NDT' ALE TFESE DRNWNGS. VERFY WJ' DRY IENTATION WI_ CONTRACTOR AND 51IE FANS 9EFOTi� C'T1,TRICTIQ lI EH ic4 ly'$ DO NOT G'TI141 DRA.TG,� 51\,- 455..0 T.. JiWu �.S - ' DRAIII. G SHALL 5E REPORTED T0� !,',aJTRACTCR AT as AND NO CCNSTR;CTICN SHALL PR.�'EED I UNTIL CORRECT D. TH CONTRACTOR A551^.= s T.'F 1 R FS 1151LIir OMF t ALL RECUIR6`tENTs OF Lo.AL 511 o1NG.i ' RFICIALS � TC COMPLr WITH STATEI &JILDING CODES. J-J U � J _ 0at o� Q LH F5+1 q C FI cv t IBMDAIE I YJ m Imo: C) J (D m J T— CIO O ^u v V Z U) U CI) O N i N z co cD I. J Q U �cr 00 Lu 2 Lu J 0/ p� L.L O00 d W W , co N w/ J ORYMIIBf. RIE VERSION: 5.0 aw"' E ELECTRICAL PLANS FIRST FLOOR SI E-1.0 J ELECTRICAL LEGEND �GA5 GAS LINE RECESSED CAN LIGHT �Cw COLD LATER r FLUSH MOUNT LED O I ELECTRfCAL PANEL Q WALL MOUNTED LIGHT el E_ECTRGAL METER °Q WALL SCONCE = DISCONNECT SWITCH FLUORESCENT LIGHT w/I PBLI-5 FLUORESCENT LIGHT $ 5wTCH Q / 2 BULBS nj 3-WAY SWITCH VAPOR PROTECTED " I LIGHT $T _ 4-[JAY SWIT _ EXHAUST FAN DIMMER SWITCH '�' EXHAUST FAN w/ LIGHT 4 BUTTON 'EXHAUST FAN w/ HEAT t LIGHT DUPLEX OUTLET 5MOKE DETECTOR QUADPLEX CUTLET I--] MONOXIDE DETECTOR DETECTOR SWITCHED DUPLEX THERMOSTAT OUTLE- l' -tug FLOOR OUTLET DIRECT WIRE GFI OUTLET T PHONE JACK 'AT! WATER PROOF GFI OUTLET T MEDIA JACK - �- ® CEILING MOUNTED hilt GABLE TV OUTLET OUTLET Y z �U,, 220v OUTLET DOOR CHIMES �h CEILING MOUNTED U SECURITY PANEL LIGHT HANGING CEILING FLOOD LIGHT MOUNTEp LIGHT n n C-*-3 CEILING FAN C- -=, CEILING FAN w/ LIGHT II u I ELEGTRfGAL GENERAL NOTES 6WITCHE5 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 NTERRUPTER PROTECTION SHALL BE PROVIDED AS REQUIRED IN NEC 211 AND SHALL BE INSTALLED IN A READILY ACCE551BLE LOCATION_ AL SMOKE D -F .ORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE 1 AND NSTALL LOCALLY CERTIFIED SMOKE DETECTORS. GROUNDFAULTCIRCUIT INTERRUPTER SHALL BE FROvIDED 45 REQUIRED IN NEC 210&A) AND INSTALLED IN A REACT! Y ACCE551BLE LOCATION IT 15 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO INSURE THAT ALL ELECTRICAL WORK, 15 IN FULL COMPLIANCE WITH NF.PA. TOA - NEC AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. PROVIDE NTERSY5TEM BONDING TREMINATION AT SERVICE LOCATION PER. NEC 250S4 LUMNIAIRES IN CLOTHES CLOSETS SHALL BE INSTALLED FER THE PROVISIONS OF NEC 410.16(A) d (5) RECE55ED LIGHTING TO BE AIR TIGHT AND IC RATED 100 o OF THE LAMPS IN 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 1102e, ALL RECEPTACLES SHALL BE TAMPER RESISTANT PER NEC 406.12. ! THE BRANCH CIRCUIT SUPPLYINI THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE. AFCI PROTECTION - 210J- (B) DWELLING UNITS_ ALL 120 VOLT. SINGLE PHASE, 15 AND 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNITS, FAMILY ROOMS, DNING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS. BEDROOMS 5UNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED AFGT COMBINATION TYPE, INSTALLED TO PROVIDE PROTECTION OF BRANCH CIRCUIT. I m s ! I� I , KEYLESS I IqT� 5 IT H I I Ni I aL I I= a Ir \ qp �7 r I I L- - - 7 _ - II 1 L---------- A SECOND FLOOR ELECTRICAL PLAN - ELEVATION V 1021 M1H DEVELOPMENT DO NOT `.,GALE THESE DRAWINGS. VERIFY B111I ORIENTATION WITH CONTRACTOR AND SITE PLANS EEFORE GCNSTRJCTIOK THESE DRAWINGS DO NOT CONTAIN SPOFIC IR 0O ATIOIN FOR ANT SxaLTURAL ELEMENTS (TO BE PROVIDED BY ENS -.INFER OF , ,RECORD) ANY DISCREPANCY (DIMENSIONS, ORIENTATION, ETC) '. SETWEE.N THESE DRAWINGS AND THEI ASSOCIATED DRAUNUS and/a 517E' DRAWINGS SHALL aF REPORTED CGPNRACTGR Ai ONCE AND raNSTRUCTICN SHALL PROCEEDED tNT!L CORRECTED. THE CONTRACTOR ATO MEET iA_` RU REME IT5L I TO MEET ALL REQUIREMENTS OF LOCAL TE ICIALS / TO COMPLY WITHITH STATE E:IILDING CODES U � J J N T z$m I N o -o Lu w u d x5 Q� F-1 N mare � ao� 1 REHEM. C) J N CI] JA+ T W T 0 c ' ^ I 1 z U oo (D wz (h I C J Q U O w2 -= inCn C o ir (D A (n w J Lu J 1 � � 10 o �= 00 D_ I- co N I I I J I pNW11Bf. FIE VERSION: 5.0 II T E ELECTRICAL PLANS SECOND FLOOR am# E-2.0 J X 2"VENT i F� 'VENT VENT; LAV v We LAV "" ' 2" TUB Y CONFOW5 2" A55E 1I p FRIMARY-LAV /=VT IIi RMARY-LAV 33 P 2 AUTO VENT TO SECOND VENT AUTO � VENT X FLOOR KIT PDR-LAV.. U RISER 3., FIRST FLOOR TO SEWER 220]I AYH DEY__DF1'iENT NOT'..GALE --IE DRAw'MGS. CNTL ERFT 9 '-- C. CMIENTAT;CN JS GEFCFFCTOR AO 511< FLANS SE=CRE CDO NOT'.T'HE RAW DI*S DO NOT CONTAIN EPEGIFIC 5*ORTATION�RER ANY E11ENTS EO BI-OVIDED BY ENGINEER ,ECOR IMENSI J_ANT QISCT�PAN T 'TJEENSTHE DRAWNT AND T.iEEN ED Q AW--- -5 ANp THE 5 ,NGTED AL BE i-_: and/or SITE RtiiIiNGS SHALL 3_ CE AND, N 70 CLNTRAC iCR AT AI-L AND NO C,FLSTRICTILN SHALL F WTIL CORF£CTED. THE THE E5PCN AGTOR &HETHE RESPCN5191LRr TO 'IEET ALL W. FICIALS 1FEM.7570 Cl' LOCAL &IILDING OWICIALS � TO NCO GT WITH 5TAiE &11LDIG CCDES 4- J � z�M O � oe Q w u � U � Q d MLEMIDUE w+ormM 0 J J ca m AA++ r W r O � J CD Z O aD z c� 3 U C> w2 cn ^�00 ^'' o M W n� UL W N r�3 CJ = r 00 d N F— L WAMBY I IM VERSION: 5.0 mulmlE ELECTRICAL PLANS FIRST FLOOR *Wf P-0.1 HOUSEWRAP BARRER IT JOINTS) OVER EXTERIOR SHEATHING PER SPEC+SF TO OVERLAP RUBBERIZEL FLASHING RUBBERIZED THRU-WALL FLASHING, EXTEND UP F VERTICALLY (4-MN VERTICAL PROJECTION ABOVE SUBFLOOR), TRP TO OUTSIDE FACE OF BRICK HOUSEWRAP BARRIER (TAPE ALL JOINTS) OVER EXTERIOR SHEATHING PER SPEC -SHEATHING TO OVERLAP RUBBERIZED,\ BLDG FELT BETWEEN FLASHING - JSEWRAPBARRIERAND� -K VENEER -TYPICAL UP \ RUBBERIZED THRU-WALL - - - FLASHING, EXTEND UP Ir 15* BLDG FELT BETWEEN VERTICALLY (4" MIN _ = - - - HOUSEWRAP BARRIER AND VERTICAL PROJECTION _ - BRICK VENEER -TYPICAL ABOVE SUBROOR),- TRIM TO OUTSIDE FACE CONTINUOUS MORTAR NET EP HOLES AT COURSE OF BRICK DVE FLASHING - 24" O.C. WEEP HOLES AT COURSE RIZONTALLY THRU-WALL FLASHING �C /-HOUSEWRAP BARRER- REFR TO DETAIL FOR CUTTING / COORDINATE 15N BUILDING FELT BARRIER AT WINDOW OPENING. APPLICATION WHERE BRICK VENEER 6 SPECFED -FOLD HOUSEWRAP DOWN OVER HEAD FLASHING - AND APPLY CORNER PATCH EXTENDING 1'MN. BEYOND BARRIER CUT �'- -INSTALL HEAD HASHING OVERLAPPING WINDOW FLANGESA MN. OFT -INSTALL _ UNDER HOUSEWRAP -APPLY JAMB FLASHING OVER SIDE WINDOW FLANGES - MN. 1'ABOVE �I \ HEAD AND 3"OVERLAP AT SILL 1 INSTALL WINDOW OVER SEALED AND FLASHED PREMANUFACTURED SILL PAN BEFORE TAPNG - FILL ENTIRE INTERIOR PERIMETER GAP W / NON -EXPANDING FOAM OR SEALANT \ `-TAPE SEAM OF OVERLAPPING PLASTIC SILL BOOT PREMANUFACTURED PLASTIC SILL BOOT NO- C SCA_= 2 L SEE ROOF �. PUN PER ROOF TYP. INT. CLG. MATERIAL -PER SPEC REFER TO STRUCTURAL FOR TRUSS TO WALL CONNECTION GABLE END WHERE OCCURS REFER ELEVATIONS AND DETAILS TYPICAL ROOF COVERING PER SPEC TYPICAL ROOF TRUSSES PER SPEC - TYPICAL ROOF INSULATION PER SPEC DRIP EDGE PER CODE i COMM. SPEC TOP OF C.M.U. REFER TO ELEVATIONS FASCIA PER CODE 6 COMM. SPEC. TYPICAL SOFFA FINCH PER SPEC TIE BEAM - REFER STRUCTURAL TRIM PER ELEVATION PER SPEC T CMU BLOCK REFER STRUCTURAL TYPICAL STUCCO FINISH ON BLOCK PER SPEC TYPICAL INTERIOR WALL FINISH AND INSULATION OVER BLOCK PER SPEC \,' ". WAINSCOT PER EEV. PER SPEC TYPICAL BASE PER SPEC �� VERIFY FOUNDATION PROFILE VARIES BY v LOCATION /CONDITIONS Rff9t STRUCTURAL �/ VERIFY DETAL FOR TERMINATION WALL FINISH AT FOUNDATION PER ELEVATION A MATERIAL j h YV L I �l7��" I -- REFER TO ROT PLAN FOR SLOPE CONFIGURATION TYPICAL 1-STORY WALL SECTION NOT TO 5CALE ABOVE FLASHING-2,C O.C. SOLD GROUT BEHIND HORIZONTALLY FIRST COURSETY FOUNDATION POURED FOUNDATION WALL BRICK LEDGE �T THRU-WALL FLASHING @ BRICK LEDGE NOT'O SCALE -- - - GABLE END WHERE OCCURS 12 REFER ELEVATIONS AND DETAILS -�\ SEE ROOF PLAN _ -- -- TYPICAL ROOF COVERING PER SPEC — TYPICAL ROOF TRUSSES PER SPEC TYPICAL ROOF INSULATION PER SPEC DRIP EDGE PER CODE 6 COMM. SPEC T.O.W. REFER TO ELEVATIONS REFER TO STRUCTURAL -� - FASCIA PER CODE S COMM. SPEC. FOR TRUSS TO WALL ! TYPICAL SOFFIT FINISH PER SPEC CONNECTION �,'{— --- TYPICAL WALL FINISH ON FRAME7w/ SHEATHING, PER ELEVATION. PER SPEC TYPICAL?,, FRAME WALL AND SHEATHING - REFER STRUCTURAL TYPICAL INTERIOR WALL FN6H AND BASE PER SPEC j ' 2NDF.F. ��REFER TO ELEVATIONS WATERPROOF WALL FINISH TRANSITION VARIES BY ELEVATION. REFER DETAILS AND SPECS �.-_..------- T O.W. - TYR INT. CLG. - REFER TO E EVATIDNS MATERIAL- PER SPEC DRIP EDGE CRACK CONTROL AND WEEPS - REFER DETAILS AND SPECS REFER TO STRUCTURAL Ali FOR TRUSS TO WALL CONNECTION TIE BEAM ®�I REFER STRUCTURAL 8'CMU BLOCK REFER STRUCTURAL TYPICAL STUCCO F► EH ON BLOCK PER SPEC TYPICAL INTERIOR WALL FINISH AND INSULATION OVER BLOCK PER SPEC �i WANSCOTT PER ELEV. PER SPEC VERIFY FOUNDATION PROFILE. VARIES BY TYPICAL BASE LOCATION / CONDITIONS PER SPEC "`iiii REFER STRUCTURAL \\\911 VERIFY DEAL FOR TERMNATDN WALL AT FOUNDATION PER ELEVATION AND MATERIAL MATE D-0' -�� - FIN. FL, REFER TO PLOT PLAN FOR SLOPE -T u CONFIGURATION TYPICAL 2-STORY WALL SECTION NOT TO SCALE I WALUROOR FRAMING SYSTEM CAST STONE SILL OR"4� BRICK ROWLOCK - REFER TO ELEV. BRICK SOLDER (OR) 3 BRICK COURSES -REFER TO ELEV. THRU-WALL MEMBRANE FLASHING WAINSCOT DETAIL NOT -O SCAi-E HOUSE WRAP OVER WALL SHEATHING - PROVIDE ENOUGH OVERLAP TO COVER METAL FLASHING AND THROUGH -WALL RASHNG TAPE OVERLAPPING SEAM SIDING PER SPEC IT BENT METAL FLASHNC- EXTEND B- VERTICALLY EXTERIDR SEALANT 1 CAST STONE SILL OR BRICK ROWLOCK- REFER TO ELEVATION BRCKTE WEEP HOLE THRU-WALL MEMBRANE FLASHING TO FACE OF BRICK W/ MN. 24' VERTICAL LEG. LAP UNDER SULDNG WRAP. 7/8-STUCCO OVER FRAME (SHEATHING, 2 LAYER W.R.B., LATH AND STUCCO) - PER SPEC PEEL & SICK BRIDGE FLASHING, SHINGLE LAPPED OVER STUCCO ACCESSORY VINYL PLASTER DRIP SCREED - PER SPEC INSTALL PER MANUFACTURERS INSTALLATION INSTRUCTIONS CAP SHINGLE - DO NOT STAPLE OR NAIL ROOF CEMENT SHINGLE ROOFING ON ROOFING UNDERLAYMENT- PER SPEC PEEL B, STICK BRIDGE RASHNG. OVERLAP ON TO ROOFING UNDERLAYMENTT 6'k6" CORROSION RESISTANT BASE FLASHING - PER SPEC PREHWLGNEERED WOOD TRUSSES SEE STRUCTURAL AND TRUSS DRAWINGS FOR SPACING AND CONNECTION DETAILS NOTE ALL ROOFING MATERIAL (PER ELEVATION) SHALL BE INSTALLED PER MANUFACTURERS INSTALLATION NSTRUCTON. VERIFY ROOF SHEATHING WITH STRUCTURAL DRAWINGS ROOF TO WALL AT RAKE 7/8-STUCCO OVER FRAME (SHEATHING, 2 LAYER W.R.B., LATH AND STUCCO) -PER SPEC PEEL B, STICK BRIDGE R ASHNG, SHINGLE LAPPED OVER STUCCO ACCESSORY VINYL PLASTER DRIP SCREED - PER SPEC INSTALL PER MANUFACTURERS INSTALLATION INSTRUCTIONS 1" FLASHING CAP SHINGLE - DO NOT STAPLE OR NAL ROOF CEMENT 6W CORROSION RESISTANT BASE RASHNG (TYP) PRE-ENGINEERED WOOD TRUSSES SEE STRUCTURAL AND TRUSS DRAWINGS FOR SPACING AND CONNECTION DETAILS TYPICAL EXTERIOR WALL ASSEMBLY - SEE STRUCTURAL 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 ,1 SCAL_ S"- '"-O' Niu JEVELOP'IEki ND 51- 'LAN �CNTRgC-DR 4ND �i'E ?'.ASS 2FDF a CCNSreIio-� *HESE ECIFI F W 4T CONTAIN I SPEGiEIC iN�LR"AT'CI! =OR dN' RECCRDL dNY DiSCR��MGr [DIFIENSIONS, ORIENTA;Igv, EC.) asca .Bss_N THESE DW+WINGE dND'uE ' dieo cw.wi -" 7Fs'�TEI a,a a<aiaa -c ..a.57at iad e d LL L Pr WTiL CORRECTED E 'HE :GNTRACi OR ASEunES THE aLs -D car�lr IT- 91i\C CODESl . 4-J J� 6T B 00, —, C) V--� uQ N-�-H RSHM DAif_-- -NO= 0 0 J J I m T v, H O cu CD � 1 z_ C� G co U N L V N zP J Q ' U 0 Lu Cc ^^ cf) Q O n >-J 0 0000 � J WAM St. M J VERSION: 5.0 BIELTNYE MISC. DETAILS 81@T• �� FIAHDFM SHALL NOT BE LESS THAN 34OR MORE THAN SrN HEIGHT ABOVE THE STAIR NONIR. HANDRAILS SWILL BE CONTINUOUS PER FLIGHT OF STARS. HANDRAILS SHALL. BE 112'CLFAR OF ALLADNCENT FLASH MATERIALS AND ENDS SHALLRETURN TD WALLOR TEIARNATE 1 WTN CROSS SECTIONAL DM MION, OR APPROVED EDUNALENT, N NEVER. POSTS OR SAFE TERIN S. HANDRAILS SHALL BE AND BE SMOOTH WITH ND SHARP EDOEWORNERS STAIR AND RUM SUPPLER INSTALLER SHALL SATISFY ALL BUILDING J DEPARTMENT APPROVAL REQUFaIENTS FOR THE PRODUCTS THEY p PROVIDE OR INSTALL GUARDRAILS SHALL NOT BE LESS �b6 c7 TF9$'NFHANY DIRECTION ANY WlHEIGHT LOCH �, �L THE HNIDINL CONSTRUCTION SHALL BE ABLE TO RESIST APPLIED''. LOAD OF 200 LBS APPLIED IN ANY DIRECTION AT ANY POINT NG ALOTHE TOP RAIL o 1. OPEN RAMS SHALL HAVE NIHMEDIATE RAILS OR AN 4'SPHEiE MAY ORNAMENTAL PATTERN SUCH THATA PDIAAETER SPHERE NDT P� CANNOT PASS THROUGH TF IDUSH rSPHEREWTY THE GUARDRALCONSTRUCTION SHAU-BE ABLE TO RESUFA CONCENTRATED TRATED LOAD OF2D0 LBS IN ANY DIECIDN r�� RAM ILLUSTRATES THE THETRIAN(•N1lAR OPEWIGS AT SPECIFIC REQUIREMENTS OF THE STAR TREAD, R661, d BOTTOM BUILDING CODE AND 6dD AN AD SHALL BE SUCH THATArDIAMETER FOR BULDNG DESIC�d AND SPHEE CANNOT PASSTFi OUGH CO/STYX.'TON HANDRAIL/GUARDRAIL CODE DATA SCALE, 1 1/2"= ,'-0" FINISHED SURFACE WPLYWOODTREADS � a I SNB•PLYWOOD RBERB 2X12 NOTCHED STRNGEB ENTPTYPE 9PGYP. BD. ATALLWAUSA D CEILING OF ENCLOSED USABLE SPACE UNDER STAIR — EQ. TRU \ \ SEE PLAN 3{4 TVP,r�- EXPANSION \ 'X` GAP TYPJ/ \.._. M2X12S7RIgESTYP. LANDING/STRINGER DETAIL SCALE, `.'/2"= 1'-0" FINISHED SURFACE 314PPLYWOOD TREADS 2X12 NOTCHED SIANGER (3 STRNGE 5 MIN AT EACH STAIR RIFQ - ......— 5WPLYWOODRISE5 SECURE NOTCHED STRINGER TO SILL PRATE WITH FWM ANCHDRS, SECURE PLATE TO SLAB WITH SLOT PINS. ALL WOOD N DIRECT CONTACT WITH CONCRETE TO BE PRESSURE TREATED OR PROVIDE MPEIMIXUS MEMBRANE SEPARATION AS AUDWED BY CODE EO. TREADS SEE PLAN (3) 2X12 STRNGEAS TYP. FLOOR/STRINGER DETAIL SCALE: 1 '12"- 1' 0" 11/4'MIN.-2"MA)(_ 11/4"MIN .-ZMAX. 11/2'CLR_ HARDNOOD TOPTAL WALL BRACIG'TAT 41VO.C. MAX. I BALUSTERS 3PACEDAT4 III MAX_ _ 2c BLXG �I STAIN INTO WALL MID HANDRAIL SCALE = I 1/2"= MATCH HEIGHT OF 6\4EBOA D 2f FRAING— GYP. BD. — lxioslOHTBOUD 202STRN13Ei ..-_.._ 21N SPACER WTYP WGYP. BD. ATALL WAl18AND CEXNf OF ENCLOSE) USABLE SPACE UNDER STAIR n SKIRT/WALL DETAIL SCALE: 1 /2"= 1'-0' 3/4" TVP."/ XPANSION GAP TYP. Li 2U2NpTCHEDsmNom �! 1 SPAN OF FHE STOP AT SPAN OF (3)W25TRNOER6TYP. / 513'TYP'UPGYP. BD. AT CEILING OF ENCLOSED IISASE SPACE , UNDER STAIR STRINGER/LANDING DETAIL SCALP = 11/2"= 1'-0' CGNT=.A,',�OR A,YD 51 � C CLANS 3�r0� :.GrvS-�;CTIQJ. AIN DGIFG'y5DBNO' T RA 5?ECIFIC INFG�'+ATCry FOR ANY 5TRICNRIu_ ELEMENTS (*0 BE ROV DEJ 3Y IvGINE R 0= R_CG�2D;. DISGR PACY J N .GINS O I V Cti E'C: , 0.550...dTED JRADf E a..a:a ol c.=^vF'EJ -OIL CJ 5717: R ElJ,.E r«^NST3L'14L SVAL� C0N-'v1C-04 d5y.^+_5 +,E � REGNI FIEN75 LOCAL 2 l DING! 10TFIC:ALS + TO CGS?LY L'I'H 571TE, aLiLDING CODES_ i u � J J N � r1 FLy�I I % j 7 O WLL `6 ICI LLI ip � al U mEaDATE 4WM ] REVISIONS: I K OAINIIBC ME _ _ VERSION: 5. ITNITBNNE _ MISC. DETAILS k-3-3ti I , 1 ----- --"--- . --- -- - ----- - _ _ Ti EXTERIOR INTERIOR FIBER CEMENT SIDING OVER TYVEK'OR EQUAL I HOUSEWRAP OVER EXTELtOR I I - 6" WIDE. SELF SHEATHING AND FRAMING 1 1 ADHERING, SELF PER STRUCTURAL DWGS. ' I 1 ' HEALING WATERPROOF MEMBRANE 6' WIDE SELF ADHERING, SELF HEALING WATERPROOF n� �1 ��. SHM SPACE PER MEMBRANE UNDER 2 LAYERS �^.' MANUFACTURES' OF BUILDING PAPER- RECOMMENDATIONS TAPE/SEAL CORNERS CORROSION RESISTANT ,I-' \ �CAULKW-TYPICAL METAL HEAD RASHNG / \ WITH WRAPPED ENDS - \-_ --- WINDOW ASSEMBLY VUERDR GRADE SEALANT INSTALLED WITH OVER BACKER MATERIAL I'. /� CONTINUq 0OU�US - PRIOR TO INSTALLATION NOTE WINDOW ASSEMBLY TO BE FASTENED TO STRUCTURE PER WIDOW MANUFACTURERS WALLATON REQUIREMENTS AND RECOMMENDATIONS HEAD AT FRAME WALL SC...-_: 3 - -01 HORN UP SIDING INSTALLED PER--- --J!il III - 1 - FOR FRMG. PER STRUCTURAL DETAILS MFRS INSTRUCTIONS o/ BUILDING PAPER o/ SHEATHING AS .L�. 1 -GYP. BD. OCCURS (PER STRUCTURAL DETALSI nAr � k STUCCO FINISH COAT o/ FOAM TRIM SEE ELEVATION) } - 7x6 L ix WD. TRIM 7 —_ TRACK ASSEMBLY SEALANT 2c RES DR. JAMB JAMB STRIP GARAGEDOOR -.- OVERHEAD GARAGE DOOR JAMB SCALE. 1 /1"= 1 0' EXTERIOR SELF ADHERING. SELF - - HEALING WATERPROOF - - --- MEMBRANESLL DAM -CONTINUE & MN. UPJAMBS DXIERDR GRADE` SEALANT OVER l i BACKER MATERIAL—� FIBER CEMENT SIDING OVER TlVH'OR EQUAL \I INTERIOR WINDOW ASSEMBLY INSTALLED WITH CONTINUOUS SEALANT BEAD AT FLANGE PRDR TO INSTALLATION �- CAULKING -TYPICAL �-> Ix2 WOOD DAM HOUSEWRAP OVER -� INSTALL PLYWOOD, EXTERDR SHEATHING PAINTED BLACK BEHIND AND FRAMING PER WINDOWS AT STRUCTURAL DWGS. DORMERS.IYP. NOTE WINDOW ASSEMBLY TO BE FASTENED TO STRUCTURE PER WINDOW MANUFACTURERS INSTALLATION REQUIREMENTS AND RECOMMENDATIONS SILL AT FRAME WALL HORF LAP SIDING INSTALLED PER MFRS INSTRUCTIONS o/ BUILDING PAPER o/ SHEATHING AS OCCURS )PER STRUCTURAL DETAILS) LAP BUILDING PAPER MN 3' o/ GSM DRIP EDGE RASHNG 24 GA GSM DRIP EDGE FLASHING - ICE 6 WATER SHIELD AT CORNERS . EXTEND 6'UP WALL - WOOD TRIM SEE ELEV FOR El_-4-E. 3"= 0, III FOR FRIG. PER \I STRUCTURAL DETAILS GYP. BD. / 2x RES DR. HEAD GARAGE DOOR T GARAGE DOOR TRACK OVERHEAD GARAGE DOOR HEAD SCALE, ' S/2"= 1 -0" EXTERIOR FIBER CEMENT SIDING OVER TYVEK' OR EQUAL HOUSEWRAP OVER EXTERIOR SHEATHING AND FRAMING PER STRUCTURAL DWGS. 6'WDE SELF ADHERING, SELF HEALING WATERPROOF MEMBRANE OVER BOTH LAYERS OF BUILDING PAPER EXTERIOR GRADE SEALANT EXTERIOR GRADE SEALANT OVER BACKER MATERIAL 6'WDE SELF ADHERING, SELF HEALING WATERPROOF MEMBRANE INTERIOR SHM SPACE PER MANUFACTURES' RECOMMENDATIONS CAULKING -TYPICAL WINDOW ASSEMBLY INSTALLED WITH CONTINUOUS SEALANT BEAD AT RANGE PRIOR TO INSTALLATION NOTE WINDOW ASSEMBLY TO BE FASTENED TO STRUCTURE PER WINDOW MANUFACTURERS INSTALLATION REQUIREMENIS AND RECOMMENDATIONS JAMB AT FRAME WALL SCALE: 3 - -0.' LAPE SIDING MALL PER MANUF. o/ GRADE b'BLDG. PAPER o/ STRUCT. SHEATHING — SEALANT I �I I \ I = �T � WD TRIM SEE HIV. FOR SEE Sul ^\ TYPED' LLD'G PAPER [M. LAP) o/ WINDOO FINCH rN W R�BH SEALANT SLIDING GLASS DOOR FRAME SLIDING GLASS DOOR HEAD SCALE: 3"= 1._0" I �ER=Y � ILDw DR,Ekro, cN �-�' GCAIi'v1CrOR AND 51< FLANS 1 Zc-FORE ".(Y DO IO i lGON-SE DriAWIN NF DO NOT F A SPECIFIC INL ELEYIQT1 FOR ANY 5.,vllD D ELEYIEMS ER 3E PROVIDED BY EW.aINEER 2'CLRDJ_ ANY p',Yr7cPMLY ,JIr N51ON5, ORIEN'IYDN ETC) 3ticT -==5_ DRFw. - 4 _ IASS,,A FB DRASUG5 anaEor 5TE !:SJ*RACrOR G--' ^JvOE AND b '. _UN'RAC'OR A55YES ::E rcSFIXr_I O..F_" nL� ¢�i�AL5 $ TO x CCA: ,T DST GI cFrloALs ro crP w,w srar �r DINS cones. J REAM `1 W � u Q F�1 Q Eli Q � 1II � j C] (] m (EJ' I T W ai ~ Ocu � A�TIE 1 V Z � Cn U N (n s_ v O m G�z'' Cc as U o o0 Cn c o 1 CC (D <w L>_ W N >� H W u) _ > O L c wo I— Lo N - VERSION: 5.0 BIW**MISC. DETAILS *m# -3.4 GENERAL STRUCTURAL NOTES: 1. ALL WORK SHALL CONFORM TO THE 2023 8th EDITION OF THE FLORIDA (INTERNATIONAL) RESIDENTIAL CODE AND APPLICABLE COUNTY CODE AMENDMENTS. STANDARDS LISTED IN STRUCTURAL NOTE BECTIONS REFER TO THE VERSION AND EFFECTIVE DATE IDENTIFIED IN THE REFERENCED STANDARDS CHAPTER IN THE GOVERNING BUILDING CODE NOTED ABOVE. 2. THE STRUCTURAL NOTES ARE INTENDED TO AUGMENT THE DRAWINGS. SHOULD CONFLICTS EXIST BETWEEN THE DRAWINGS AND THE STRUCTURAL NOTES, THE STRICTEST PROVISION SHALL GOVERN. 3. THE STRUCTURAL DRAWINGS FORM AN INTEGRAL PART OF CONTRACT DOCUMENTS, WHICH INCLUDE ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL, AND CIVIUSITE DRAWINGS. COORDINATE THE STRUCTURAL DRAWINGS WITH THE REQUIREMENTS SHOWN IN THE OTHER COMPONENTS OF THE CONTRACT DOCUMENTS. 4. TYPICAL DETAILS AND OTHER SECTIONS/DETAILS APPLY TO CONDITIONS THAT ARE SIMILAR TO THE CONDITIONS DESCRIBED IN THE SECTIONS/DETAILS, EVEN IF THEY ARE NOT SPECIFICALLY REFERENCED ON THE PLANS. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEANS, METHODS SEQUENCES AND PROCEDURES OF CONSTRUCTION, INCLUDING BUT NOT LIMITED TO TEMPORARY SHORING AND BRACING. 6. DO NOT SCALE STRUCTURAL DRAWINGS. IF DIMENSIONS ARE OMITTED OR NOT CLEAR, CONTACT THE ENGINEER. 7. CONSTRUCTION SHALL COMPLY FULLY WITH THE APPLICABLE PROVISIONS OF OSHA AND THE LOCAL GOVERNING CODES, CURRENT EDITION, AND ALL REQUIREMENTS SPECIFIED IN THE CODES SHALL BE ADHERED TO AS IF THEY WERE CALLED FOR OR SHOWN ON THE DRAWINGS. THIS SHALL NOT BE CONSTRUED TO MEAN THAT REQUIREMENTS SET FORTH ON THE DRAWING MAY BE MODIFIED BECAUSE THEY ARE MORE STRINGENT THAN THE CODE REQUIREMENTS OR BECAUSE THEY ARE NOT SPECIFICALLY REQUIRED BY CODE. 8. THE ENGINEER'S SEAL APPUES ONLY TO THE STRUCTURAL COMPONENTS ON THIS DOCUMENT. ALL DIMENSIONS ARE TO BE VERIFIED WITH THE ARCHITECTURAL DRAWINGS. ANY DEVIATIONS OR DISCREPANCIES ON THESE PLANS MUST BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER OF RECORD. BACK CHARGES WILL NOT BE ACCEPTED, REGARDLESS OF FAULT, WITHOUT PRIOR NOTIFICATION BY BUILDER WITHIN 48-HOURS AND INVESTIGATION BY FIELDSTONE. 9. THE TERMS'CONCRETE SCREW' AND'MASONRY SCREWSHALL BE USED INTERCHANGEABLY WITHIN THESE DRAWINGS. CONCRETE/MASONRY SCREWS AS GENERICALLY SPECIFIED WITHIN THESE DRAWINGS SHALL REFER TO ONE OF THE FOLLOWING ACCEPTED MANUFACTURER PRODUCTS: SIMPSON STRONG TIE TITEN TURBO, GENUINE TAPCON, OR HILTI KWIK-CON II. 10.CONTENT LINKED WITHIN OR CODES THAT MAY BE SHOWN WITH THE DRAWING SET ARE FOR INFORMATIONAL PURPOSES ONLY AND THE PROFESSIONAL SEAL ON THIS DRAWING DOES NOT APPLY TO CONTENT CONTAINED WITHIN ANY OR CODES. 11. POST INSTALLED EPDXY ANCHORAGE GENERICALLY NOTED WITHIN THESE DRAWINGS SHALL BE EITHER SIMPSON STRONG TIE SET-3G, OR HILT[ HIT-HY-150 DESIGN CRITERIA: 1. BUILDING RISK CATEGORY =11 2. VERTICAL LOADING: ROOF TOP CHORD LIVE LOAD -20 PSF (REDUCIBLE) ROOFTOP CHORD DEAD LOAD =7 PSF ROOFTOP CHORD DEAD LOAD (TILE) =15 PSF ROOF BOTTOM CHORD LIVE LOAD (w/ STORAGE) =20 PSF ROOF BOTTOM CHORD LIVE LOAD (w/o STORAGE) 10 PSF ROOF BOTTOM CHORD DEAD LOAD =10 PSF FLOOR LIVE LOAD =40 PSF FLOOR LIVE LOAD (SLEEPING ROOMS) =30 PSF FLOOR DEAD LOAD =15 PSF DECK/BALCONY LIVE LOAD =40 PSF NOTE TO TRUSS & ]-JOIST MANUFACTURERS - ROOF & FLOOR SYSTEM DELEGATED DESIGN SHALL CONFORM TO THE FOLLOWING DESIGN STANDARDS: LOCATION TOTAL LOAD LIVE LOAD MAX TOTAL DEFLECTION ROOF TRUSSES L/240 L/240 9" FLOOR JOISTS/TRUSS I LI360 L/480 1/2" NOTES: 1. MAXIMUM TOTAL LOAD DIFFERENTIAL DEFLECTION BETWEEN ADJACENT PARALLEL MEMBERS SHALL BE5/8" 2. ANY MEMBER SUPPORTING BRICK/MASONRY SHALL BE LIMITED TO A TOTAL LOAD DEFLECTION OF L/600 3. FIELDSTONE AE CANNOT BE HELD RESPONSIBLE FOR ANY STRUCTURAL ISSUES RELATED TO ANY BUILDING COMPONENT IF COMPONENT SHOP DRAWINGS ARE NOT SUBMITTED TO FAE FOR REVIEW PRIOR TO FABRICATION, DELIVERY, OR INSTALLATION 3. LATERAL LOADING WIND CRITERIA: TORNADO WIND SPEED =N/A BASIC WIND SPEED =140 MPH EXPOSURE CATEGORY =C INTERNAL PRESSURE COEFFICIENT = +/- 0.18 (ENCLOSED) SEISMIC CRITERIA SITE CLASS =D SEISMIC DESIGN CATEGORY =A 4- EARTH PRESSURE LOADING: ALLOWABLE SOIL BEARING CAPACITY TOTAL LOADS (INCLUDING WIND & SEISMIC) -2000 PSF LATERAL EARTH EQUIVALENT FLUID PRESSURE WALLS UNBRACED AT TOP =40 PCF WALL BRACED AT TOP =55 PCF S. GUARDRAIL/HANDRAIL LOADING: ALL GUARDRAIUHANDRAILS SHALL MEET 200 LBS (MINIMUM) CONCENTRATED FORCE APPLIED IN ANY DIRECTION- IN -FILL COMPONENTS OF GUARDRAIL SHALL MEET 50 PSF. THESE LOADS ARE TO BE EVALUATED INDEPENDENTLY AND ARE NOT TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD. DEFLECTION OF GUARDRAIL SHALL MEET THE CRITERIA SET FORTH BY THE INTERNATIONAL CODE COUNCIL EVALUATION SERVICES (ICC-ES) AC 273 - "ACCEPTANCE CRITERIA FOR HANDRAILS AND GUARDS." CONCRETE NOTES: 1. STRUCTURAL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE PER ACI 332 "RESIDENTIAL CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 2. CONCRETE PRODUCTION AND PLACEMENT SHALL CONFORM TO THE REQUIREMENTS OF ACI 332 "RESIDENTIAL CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" EXCEPT AS MODIFIED BY STRUCTURAL REQUIREMENTS NOTED ON THE DRAWINGS. F P 3, CEMENT SHALL CONFORM TO ASTM C150 "SPECIFICATION FOR O RT LAND CEMENT." CONCRETE SHALL BE NORMAL WEIGHT, UNLESS INDICATED OTHERWISE. 4. CONCRETE AGGREGATES SHALL CONFORM TO ASTM C33 "SPECIFICATION FOR CONCRETE AGGREGATES." 5. REINFORCING SHALL CONFORM TO ASTM A-615 GRADE 60. 6. REINFORCEMENT SHALL BE FABRICATED AND ERECTED ACCORDING TO THE ACI STANDARDS: "DETAILS ETAIL .AND DETAILING OF CONCRETE REINFORCEMENT" ACI 315 - AND "MANUAL OF ENGINEERING AND PLACING DRAWINGS FOR REINFORCEDCONCRETE STRUCTU RES", ACI 315R. 7. REINFORCING STEEL AND WELDED WIRE FABRIC SHALL BE PLACED WITH MINIMUM CONCRETE COVER AND TOLERANCES AS FOLLOWS: SLAB -ON -GRADE: WITHIN UPPER 2/3 OF SLAB AND 3/4" MINIMUM COVER AT INTERIOR CONDITIONS; 1-1/2" MINIMUM COVER AT EXTERIOR CONDITIONS CONCRETE (FOUNDATION) AGAINST EARTH: 3" FORMED CONCRETE: 1-1/2" (#5 REBAR OR SMALLER) 2" (#6 REBAR OR LARGER) TOLERANCE: +/- 3/8" 8. REINFORCING STEEL SHALL NOT BE CUT, BENT OR STRAIGHTENED IN THE FIELD UNLESS APPROVED RY 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 DI A SPECIFICATION. CONCRETE NOTES (CONTINUED): 10. CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH AS FOLLOWS: FOUNDATIONS & FOUNDATION WALLS: 2500 PSI SLAB -ON -GRADE & CONCRETE BEAMS: 2500 PSI I I. CONTRACTOR SHALL TIE REINFORCING STEEL SECURELY IN PLACE PRIOR TO PLACING CONCRETE AND PROVIDE SUFFICIENT SUPPORTS TO MAINTAIN THEIR POSITION WITHIN SPECIFIED TOLERANCES DURING ALL CONSTRUCTION ACTIVITIES. INSERTING DOWELS INTO WET CONCRETE IS NOT PERMITTED. ANCHOR RODS AND STEEL INSERTS SHALL BE SET BY TEMPLATE TO WITHIN A 1/8" TOLERANCE IN ANY DIRECTION WITH MINIMUM EMBEDMENT AND EXACT PROJECTION INDICATED ON THE DRAWINGS, PRIOR TO PLACING CONCRETE. 12. HOOKED BARS SHALL BE STANDARD 90 DEGREE HOOKS PER ACI UNLESS NOTED OTHERWISE ON THE DRAWINGS. MINIMUM LAP SPLICE SHALL BE CLASS B PER ACI 318. LOCATION OF LAP SPLICES SHALL BE AS INDICATED ON CONSTRUCTION DOCUMENTS. 13. DOWELS INTO FOUNDATION SHALL MATCH SIZE AND SPACING OF VERTICAL REINFORCEMENT AT ALL COLUMNS, PIERS AND WALLS, UNLESS OTHERWISE NOTED. 14. CONTRACTOR SHALL OBTAIN APPROVAL PRIOR TO PLACING OPENINGS OR SLEEVES NOT SHOWN ON THE DRAWINGS, THROUGH ANY STRUCTURAL MEMBER. 15, ONE OFTHE FOLLOWING CONCRETE SLAB ON GRADE CRACK CONTROL METHODS SHALL BE USED (CONTRACTOR PREFERENCE): • CONTROL JOINTS: SHALL BE FORMED, SAWED, OR TOOLED TO A 1" MINIMUM DEPTH WITHIN 24 HOURS OF CONCRETE PLACEMENT. MAXIMUM JOINT SPACING FOR UNREINFORCED SLAB IS AS FOLLOWS. 3-1/2" SLAB: 8 FEET O.C. EACH DIRECTION 4" SLAB: 10 FEET O.C. EACH DIRECTION • WELDED WIRE FABRIC (W.W.F.) 6X6-WIAXW1.4. WELDED WIRE FABRIC SHALL BE FURNISHED IN FLAT SHEETS (ROLLS NOT PERMITTED) AND SHALL CONFORM TO ASTM A-1064 AND HAVE A MINIMUM SIDE AND END LAP OF 8 INCHES. • MICRO- OR MACRO- SYNTHETIC FIBER REINFORCEMENT FIBER LENGTHS SHALL BE 1/2" TO 2-114' IN LENGTH. DOSAGE AMOUNT SHALL BE FROM 314 TO 3.0 POUNDS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS- SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116. THE MANUFACTURER/SUPPLIER SHALL PROVIDE CERTIFICATION OF COMPLIANCE WITH ASTM Cl 116 WHEN REQUESTED BY THE BUILDING OFFICIAL. 16. CONTROL JOINTS SHALL BE FURNISHED WITH A FULL-LENGTH KEYWAY CENTERED ON MEMBERS. WHERE THE SIZE OF KEY IS NOT SHOWN ON THE DRAWINGS, THE KEY SHALL BE 25% OF THE CROSS-SECTION DIMENSION OF THE MEMBER AND MINIMUM 1-1/2 INCHES INTO THE FIRST POUR OF CONCRETE. 17. PROVIDE POCKETS OR RECESSES IN CONCRETE WORK FOR COLUMNS AND BEAMS AS REQUIRED EVEN IF NOT SHOWN ON THE DRAWINGS. PROVIDE CONCRETE FILL AFTER BEAM ERECTION. 18. CURING OF CONCRETE SURFACES SHALL CONFORM TO ACI 308.1 "STANDARD SPECIFICATION FOR CONCRETE CURING" AND ACI 308R "GUIDE TO CURING CONCRETE". FOUNDATION NOTES: 1. CONTRACTOR SHALL VERIFY ALL CONDITIONS, INCLUDING UNDERGROUND UTILITIES AND FIELD MEASUREMENTS AT JOB SITE AND REPORT ANY DISCREPANCIES TO OWNER'S REPRESENTATIVE. 2. TOP OF SPREAD FOOTING ELEVATIONS NOTED ON PLAN ARE MINIMUM ELEVATIONS. IN ALL CASES FOOTINGS ARE TO BEAR ON UNDISTURBED NATURAL SOILS OR ENGINEERED FILL HAVING A MINIMUM NET ALLOWABLE BEARING CAPACITY OF 2000 PSF, 3- SIDES OF FOUNDATIONS SHALL BE FORMED UNLESS CONDITIONS PERMIT EARTH FORMING. FOUNDATIONS POURED AGAINST THE EARTH REQUIRED THE FOLLOWING PRECAUTIONS: SLOPE SIDES OF EXCAVATIONS AS APPROVED BY GEOTECHNICAL ENGINEER AND CLEAN UP SLOUGHING BEFORE AND DURING CONCRETE PLACEMENT. PROVIDE POLYETHYLENE VAPOR RETARDER COMPLYING WITH GOVERNING BUILDING CODE LISTED ON THIS SHEET AGAINST SOILS WHERE CONCRETE IS TO BE PLACED; LAP ALL EDGES 6INCH (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 REINSPECTED BY THE GEOTECHNICAL ENGINEER/ TESTING LABORATORY AFTER REMOVAL OF WATER OR FROST. 7. CONTRACTOR SHALL FURNISH ALL REQUIRED DE -WATERING EQUIPMENT TO MAINTAIN A DRY EXCAVATION UNTIL BACKFILL IS COMPLETE. 8. A GEOTECHNICAL ENGINEER REGISTERED IN THE STATE OF WORK PERFORMED SHALL INSPECT THE CONDITION AND ASSURE THE ADEQUACY OF ALL SITE PREPARATION, SUBGRADES, FILLS, BACKFILLS BEFORE PLACEMENT OF FOUNDATIONS, FOOTINGS, SLABS AND WALLS. HE SHALL SUBMIT REPORT TO THE ARCHITECT/ENGINEER DESCRIBING HIS INVESTIGATIONS OF ANY NON -CONFORMING WORK. BACKFILLING: 1. DO NOT PLACE BACKFILL AGAINST FOUNDATION WALLS - DESIGNED AS SUPPORTED AT TOP AND BOTTOM - UNTIL BASEMENT LEVEL AND FIRST FLOOR SYSTEM ARE IN PLACE. SHORE AND/OR BRACE WALLS AS REQUIRED IF BACKFILLING OPERATIONS ARE TO BE CARRIED OUT PRIOR TO PLACEMENT OF FLOOR SYSTEM. 2. WHERE BACKFILL IS TO BE PLACED ON BOTH SIDES OF FOUNDATION WALLS, PROVIDE BALANCED BACKFILL AGAINST FOUNDATION WALLS TO ELIMINATE LATERAL LOAD EFFECTS, OR PROVIDE NECESSARY TEMPORARY LATERAL SUPPORT TO THE TOP OF THE WALL UNTIL PERMANENT SUPPORT IS INSTALLED. 3. BACKFILL MATERIAL SHALL CONSIST OF CLEAN, WELL GRADE GRANULAR SOILS, FREE OF ORGANIC MATERIAL AND BE COMPACTED TO 95%OF MAXIMUM DENSITY, AS DETERMINED BY THE MODIFIED PROCTOR METHOD (ASTM D1557), IN LIFTS NOT EXCEEDING B INCHES, MASONRY NOTES: 1. CONCRETE MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530, "BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES" AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 530.1, "SPECIFICATIONS FOR MASONRY STRUCTURES." 2. CONCRETE MASONRY SHALL CONFORM TO ASTM C90 AND HAVE A MINIMUM COMPRESSIVE STRENGTH Pm = 1,500 PSI U.O.N. MASONRY SHALL HAVE ATEXTURE SUITABLE FOR STUCCO APPLICATIONS WHERE ARCHITECTURAL DRAWINGS INDICATE STUCCO APPLICATION. 3, CONCRETE MASONRY UNITS SHALL BE LAID IN RUNNING BOND. 4. MORTAR FOR ALL MASONRY SHALL CONFORM TO ASTM C270 WITH MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. MORTAR BELOW GRADE SHALL BE TYPE M..ELSEWHERE MORTAR MAY BE EITHER TYPE M OR S UNLESS SPECIFICALLY INDICATED OTHERWISE. USE EITHER PORTLAND CEMENT/LIME OR MASONRY CEMENT FOR MORTAR. S. GROUT SHALL CONFORM TO ASTM C476 WITH MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 2,500 PSI. 6. STEEL BAR REINFORCEMENT SHALL CONFORM TO ASTM A615, GRADE 60. 7. VERTICAL CELLS CONTAINING REINFORCING AND GROUT SHALL FORM A CONTINUOUS CAVITY, FREE OF MORTAR DROPPINGS. 8. VERTICAL CMU WALL REINFORCING SHALL BE AS NOTED ON THE DRAWINGS. DOWELS TO CONCRETE FOUNDATION TO MATCH SIZE AND SPACING OF VERTICAL REINFORCING UNLESS NOTED OTHERWISE. REINFORCE CMU CORE AT CORNERS, EACH SIDE OF CONTROL JOINTS AND TIN EACH SIDE OF WALL OPENINGS WITH 9 -#5 CONTINUOUS VERTICAL REINFORCING BARS.. 9. HORIZONTAL BOND BEAM AND VERTICAL REINFORCING SHALL BE CONTINUOUS U.O.N. LAP SPLICE REINFORCING PER THE SCHEDULE OR USE MECHANICAL SPLICES ADEQUATE FOR 125% OF SPECIFIED YIELD STRENGTH OF THE BAR. LAP VERTICAL REINFORCEMENT WITH MINIMUM DOWELS OF SAME SIZE AND SPACING THAT HAVE BEEN PREVIOUSLY INSTALLED IN THE FOUNDATIONS. DOWEL EMBEDMENT IN CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF THE CONCRETE NOTES, BAR SIZE LAP SPLICE LENGTH BEND DIAMETER ACI HOOK #4 20" 3" 10" #5 25" 3-3/4" 1O" #6 34" 4-1/2" 1 t" 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-TEK3-2A-GROUTING FOR CONCRETE MASONRY WALLS AND ACI 530/ASCE 5 SPECIFICATION FOR MASONRY STRUCTURES. GROUT LIFTS SHALL NOT EXCEED 5 FEET WITHOUT MECHANICALLY CONSOLIDATED (VIBRATED) GROUT POURS. 12. LIFTS OF GROUT SHALL BE KEYED 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 F'M. BRACING SHALL BE PROVIDED IN ACCORDANCE WITH OSHA- CONSTRUCTION SAFETY STANDARDS FOR MASONRY WALL BRACING AND NCMA TEK 3-413 - "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 SPECIFICATION." AND SHALL CONFORM TO "VOLUNTARY PRODUCT STANDARD PS1 CONSTRUCTION AND INDUSTRIAL PLYWOOD." 3. ORIENTED STRAND BOARD (OSB) SHALL CONFORM TO "VOLUNTARY PRODUCT STANDARD PS2 PERFORMANCE STANDARD FOR WOOD -BASED STRUCTURAL -USE PANELS". 4. ALL BEAMS AND HEADERS SHALL BE (2)-PLY U.N.O. 5. WOOD SILL PLATES AND WOOD WALLS SUPPORTED ON CONTINUOUS CONCRETE OR MASONRY SHALL BE ANCHORED WITH 1/2" DIAMETER CAST -IN -PLACE ANCHOR BOLTS WITH 7" EMBEDMENT, 4" (MINIMUM). AND 12" (MAXIMUM) FROM END OF SILL PLATE(S), LOCATED WITHIN THE MIDDLE THIRD OF THE SILL PLATE, WITH NUT AND 3"x3"x0.229" WASHERS AT THE ANCHOR SPACING BELOW: MAXIMUM ANCHOR BOLT SPACING = 2'-0" O.C. REFER TO "PRE -APPROVED FIELD REPAIR NOTES" SECTION FOR ALTERNATE ANCHORAGE APPROVALS. FOR OTHER ANCHORS NOT LISTED, SUBMIT TO ENGINEER OR RECORD FOR REVIEW. 6. ALL LUMBER IN CONTACT WITH EARTH, CONCRETE, OR MASONRY - AND WOOD BEAMS POCKETING INTO CONCRETE OR MASONRY WALLS HAVING CLEARANCES LESS THAN 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 /N0.2 OR BETTER U.N.O. WITH BASE DESIGN VALUES: Fg= 875 PSI FF = 425 PSI Fr = 450 PSI F,= 1150 PSI Fv= 135 PSI E= 1400 KSI WITH THE MOISTURE CONTENT OF THE WOOD IN SERVICE WILL NOT EXCEED 19%. 8. BEARING AND EXTERIOR WALL STUDS SHALL BE CAPPED. WITH DOUBLE (2X) TOP PLATES INSTALLED TO PROVIDE OVERLAPPING AT CORNERS AND AT INTERSECTIONS. END JOINTS IN DOUBLE (2X) TOP PLATES SHALL BE OFFSET AT LEAST 24 INCHES AND SHALL BE NAILED WITH NOT LESS THAN (8)-0.162" x2-1/2" FACE NAILS ON EACH SIDE THE JOINT. DOUBLE (2X) TOP PLATES OF EXTERIOR WALLS AND INTERIOR LOAD BEARING WALLS SHOWN ON DRAWINGS SHALL BE SOUTHERN YELLOW PINE NO.2 OR BETTER WITH BASE DESIGN VALUES: Fg= 1100 PSI F`= 565 PSI Fr= 675 PSI F,= 1450 PSI Fv= 175 PSI E= 1400 KSI WITH THE. MOISTURE CONTENT OF THE WOOD IN SERVICE WILL NOT EXCEED 19%. 9. STRUCTURAL COMPOSITE LUMBER SHALL CONFORM TO ASTM D 5456 WITH THE FOLLOWING ALLOWABLE DESIGN STRESSES MICROLLAM LVL PARALLAM PSL (y TIMBERSTRAND LSL E = 2000 KSI E = 1800 KSI E = 1300 KSI Fe = 2600 PSI Fe = 2400 PSI Fe = 1700 PSI (*) -'BOOZER BEAM 2AE' ARE AN ACCEPTED ALTERNATE TO PSL COLUMNS SPECIFIED ON PLANS PROVIDED THE'SOOZER BEAM 2.1EIS OF EQUAL OR GREATER SECTION DIMENSION TO THE PSL COLUMN AND OF EQUAL OR LESSER HEIGHT 10. FLOOR SHEATHING SHALL BE 23/32 INCH, APA RATED SHEATHING, 48/24 MIN., EXPOSURE 1. INSTALL WITH THE LONG DIMENSION OR STRENGTH AXIS OF THE PANEL ACROSS SUPPORTS AND WITH PANEL CONTINUOUS OVER TWO OR MORE SPANS. PANEL EDGES SHALL BE TONGUE -AND -GROOVE. FLOOR SHEATHING SHALL BE GLUED AND NAILED TO SUPPORTING MEMBERS. ADHESIVE SHALL MEET APA SPECIFICATION AFG.01, APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. PROVIDE 0.131 "x2-1/2" COMMON NAILS AT 6 INCH O.0 ALONG SUPPORTED PANEL EDGES AND 12 INCH O.0 AT INTERMEDIATE SUPPORTS. 11. FOR INTERIOR WALL HEADERS PROVIDE (1)-2X JACK STUD AND (1)-2X KING STUD U.N.O. ON DRAWINGS. 12. FOR EXTERIOR WALL HEADERS PROVIDE (IL2x JACK STUD AND (1)-2x KING STUD; MINIMUM, REFER TO CHART BELOW U.N.O ON DRAWINGS: WINDSPEED OF <= 140 EXP. C WALL HEIGHT BET 9FT LOFT STUD SIZE HEADER SPAN (FT) 4 1X1K 1J/1K 1J/iK 6 1J/1K 1J/1K 1J/2K 8 1J/1K 1J/2K 1J/3K 10 1J/2K 1J/2K 1J/4K 2x4 1.2 1J/2K 1J/3K 1J/4K 14 1J/2K 1J/4K ENG 16 1J/3K 1J/4K ENG 18 1J/3K ENG ENG WINDSPEED OF <= 140 FXP. C WALL HEIGHT 8FT 9FT 1-FT STUD SIZE HEADER SPAN (FT) 4 1J11K. 1J/1K 1J/1K 6 1J/1K iJ/1K 1J/1K 8 iJ/1K 1J/1K 1J/1K 10 iJ/1K 1J/1K 1J/1K 2xfi 12 1J/1K 1J/1K 1J/1K 14 1J/1K 1J/1K IJ/1K 16 1J/1K 1J/1K 1J/1K 18. 1J/1K 1J/1K 1J/1K 13. WALLS SHOWN ON THE FRAMING PLANS ARE LOAD BEARING WALLS; WALLS NOT SHOWN ON STRUCTURAL FRAMING PLANS ARE INTERIOR NON -LOADING BEARING PARTITION WALLS, 14. LOAD BEARING WALLS SHALL BE CONSTRUCTED WITH 2X STUDS AT 16" O.C. MAXIMUM U.N.Q. NON -LOAD BEARING PARTITION WALLS SHALL BE CONSTRUCTED WITH 2X OR METAL STUDS D8 PRE-ENGINEERED ROOF TRUSS NOTES: 1. ROOF TRUSS SHOWN ON STRUCTURAL DRAWINGS IN CONCEPTUAL ONLY TO ILLUSTRATE TRUSS -TO WALL CONNECTIONS AND DOES NOT SERVE AS A ROOF TRUSS DESIGN. ROOF TRUSSES SHALL BE DESIGNED AND MANUFACTURED IN. CONFORMANCE FOR THE INDICATED LOADS WITH ANSI(TPI 1 "NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION." FINAL PRE-ENGINEERED ROOF TRUSS FRAMING LAYOUT AND DESIGNS TO BE BY ROOF MANUFACTURER'S DELEGATED ENGINEER. 2. ROOF TRUSSES SHALL BE DESIGNED FOR THE SUPERIMPOSED LOADS IDENTIFIED IN THE DESIGN CRITERIA NOTES SECTION. 3. THIS PLAN IS DEVELOPED FROM THE REVIEW OF MASTER TRUSS FILES. ANY LOT THAT DEVIATES FROM THE MASTER TRUSS FILE ON RECOROOR 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 (LE. SOFFITS, PARAPETS, VALLEY FRAMING, UPPER TRUSSES, ETC) SHALL BE INCLUDED IN THE DESIGN OF SUPPORTING TRUSSES. 8. CONTRACTOR TO PROVIDE TRUSS BRACING PER BCSI-B3 IN ADDITION TO PERMANENT BRACING SHOWN ON THE TRUSS DESIGN PROVIDED BY THE DELEGATED TRUSS ENGINEER. PRE -APPROVED FIELD REPAIR NOTES: 1. MISPLACED DOWEL REPAIR: THIS NOTE DESCRIBES ALTERNATES TO MITIGATE THE CASTING OF REBAR VERTICAL REINFORCEMENT AT AN INCORRECT LOCATION. IF THE WALL HAS NOT BEEN BUILT: DRILL AND EPDXY #5 REBAR (36" LG.) INTO THE THICKENED EDGE OF SLAB AT THE CORRECT LOCATION. AS WALL IN CONSTRUCTED, LAP REBAR IN ACCORDANCE WITH MASONRY NOTES LAP SCHEDULE, PLACING A HOOKED BAR WITH 12" LAP AT THE TOP OF WALL WITH THE CONTINUOUS REBAR IN THE TIE BEAM/BOND BEAM. COMPLETE GROUTING OF WALL. IF THE WALL HAS ALREADY BEEN BUILT: PRIOR TO GROUT PLACEMENT, OPEN THE WALL AT THE CORRECT LOCATION APPROXIMATELY 16" (H) x 4" (W) AT FLOOR LEVEL. DRILL AND EPDXY #5 REBAR (32" LG.) INTO THE THICKENED EDGE OF SLAB. LAP VERTICAL REINFORCEMENT IN ACCORDANCE WITH MASONRY NOTES LAP SCHEDULE, PLACING A HOOKED BAR WITH 12" LAP AT THE TOP OF WALL WITH THE CONTINUOUS REBAR IN THE TIE BEAM/BOND BEAM. COMPLETE GROUTING OF WALL. 2. 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 WITH 7" EMBEDMENT INTO CONCRETE. A 1/2" THREADED ROD SET-3G EPDXY 7" EMBEDMENT WITH 1-3/4" MINIMUM EDGE DISTANCE AND 7-1/2" MINIMUM END DISTANCE IS A DIRECT I I REPLACEMENT FOR A 1/2" DIAMETER ANCHOR BOLT WITH 7" EMBEDMENT INTO CONCRETE. INTO GROUT FILLED MASONRY (GFCMU): A 1l2"x6" TITEN HD WITH 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 6'-0" 0.0.; 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" EMBEDMENTAT 4'-0" O.C.. 3. SIMPSON MASA SILL ANCHORS MAYBE USED AS AN ALTERNATE TO THE ANCHOR BOLTS AND SPACING NOTED HERE -IN ACCORDING TO THE FOLLOWING TABLE: BASIC WIND SPEED (MPH) MAXIMUM SPACING <140 6-0" 140 1'-6" 150 1' 3" NOTES: 1. MASA SPACING BASED ON NO MORE THAN ONE IN THREE INSTALLED WITH ONE LEG INSTALLED VERTICALLY ATTACHED TO STUD 4. MISSING/MISPLACED TRUSS STRAP ANCHOR: REFER TO "MISSED TRUSS STRAP REPAIR" DETAIL WITHIN DRAWINGS. FOR MISLOCATED TRUSS ANCHORS WHICH ARE GREATER THAN 1/8" BUT LESS THAN 1-1/2" FROM THE FACE OFTHE TRUSS, A SHIM SHALL BE PROVIDED AND NAIL LENGTH INCREASED TO PENETRATE THROUGH BOTH PLYS OF MATERIAL (I.E. 3" LG. NAILS). WHEN GAP IS GREATER THAN 1-VT, INSTALL NEW ANCHORS. 5. MASONRY WALL OVERHANGING SLAB BLACK OVERHANG REPAIR < 5/8" NO REPAIR REQ'D 5/8" < OVERHANG < 1-1/2" GROUT SOLID BOTTOM 3 COURSES OF AFFECTED WALL LENGTH >1-1/2" 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 AREAS FOLLOWS: FOR 2X STUD USE HSS2-SDSI S WITH (12)-1/4"X1-112" SDS SCREWS. FOR MULTI -PLY 2X STUDS USE HSS2-"#"-SDS3 WITH (12)-1 /4"XT' BIDS SCREWS, WHERE #" CORRESPONDS TO THE NUMBER OF STUDS IN THE MULTI -PLY, AT TOP PLATES: A HOLE, CUT, OR NOTCH THAT IS GREATER THAN 50% OF THE PLATE WIDTH IS REMOVED FOR PIPING (EXCEPT WHEN THE SIDE OF THE WALL WITH THE NOTCH OR CUT IS COVERED BY WOOD STRUCTURAL PANEL SHEATHING), OR THE PLATES ARE OUT THROUGH. THE REQUIRED REPAIR IS A GALVANIZED 16-GAUGE METAL TIE THAT IS AT LEAST 1-1/2" WIDE AND MUST BE FASTENED WITH (8)-16D NAILS ON EACH SIDE OF THE OPENING. GA. MIN.) @ 24" O.C. MAXIMUM. 15. STUD COLUMNS UNDER LOAD BEARING POINTS OF GIRDERS/BEAMS SHALL MATCH THE GIRDER/BEAM PLY COUNT WITHIN 1/2" TOLERANCE (2-PLY STUD COLUMN MINIMUM). SOLID BLOCK ALL GIRDER/BEAMS 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(1)- O 17. FLOOR SYSTEMS ARE DESIGNED BY THE TRUSS AND/OR WOOD I- JOIST MANUFACTURER'S O O Fieldstone DELEGATED ENGINEER AND BE IN CONFORMANCE WITH THE LOADS & DEFLECTIONS IDENTIFIED IN THE DESIGN CRITERIA NOTES SECTION. INSTALL PER MANUFACTURER'S RECOMMENDATIONS, O NOTES, AND DETAILS. FLOOR FRAMING CONCEPT LAYOUTS SHOWN WITHIN THE DRAWINGS ARE C.O.A.# ARCHITECURE: FOR ILLUSTRATIVE PURPOSES ONLY TO DEPICT FLOOR SYSTEM -TO -WALL CONNECTIONS. CHANGES TO THE CONCEPTUAL FLOOR LAYOUT SHOWN IS NOT PERMITTED WITHOUT A LETTER AA26002802 AND REVIEW FROM THE ENGINEER OF RECORD. PREFABRICATED WOOD I -JOIST SHALL CONFORM TO ASTM D 5055. N INEERING: _ C.O.E.# ENGINEERING: JURISDICTION SPECIFIC NOTES: 29349 1. FOR PARTIALLY ENCLOSED AREAS, INCLUDING BUT NOT LIMITED TO LANAIS, PORCHES, AND ❑ I BRAHEM ELAYEB, PE BALCONIES A 1/2" (MINIMUM) EXTERIOR GRADE SOFFIT BOARD WITH A CEMENTITIOUS KNOCKDOWN FINISH IS ACCEPTABLE PROVIDED THAT IT IS PAINTED MEETING THE P.E.# 91476 REQUIREMENTS OF ASTM C932 GIVETHE CEILING RESISTANCE. THE ■ BENJAMIN NIESE, PE PRODUCT SHALL BE ATTACHED POER MANUFACTURER SPECIFICATIONS TO BE IN COMIPLIIAOCE WITH R703.1. P.E.# 86025 2. THE SOFFIT DESIGN PRESSURE IS AS NOTED IN THESE DOCUMENTS. WITH KAYCAN. VINYL SOFFIT INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIRMENTS AND GC -ES EVALUATION 10/28/2024 REPORT ESR-1495 THE SOFFIT WILL COMPLY WITH R703.1. 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FLUSH BRICK EXTERIOR I ERIOR DOOR SILL) THRESHOLD WALL & FTC ANCHOR BOLTS OR STRAPS, /% 2x FRAME WALL W P T. SEE GENERAL NOTES, U.N.O. �\ SILL PLATE, PER PLAN GONG SLAB PER PLAN _1 y (2) #4 CONT ONCHAIRS- "#5 ALLOWED ILO #4 Ft o NOT TO THICKENED SLAB @ INT, WAIL (BEARING) 11 /01 /2023 SCALE FMG-l00 PER PLAN. EXPANSION ANCHOR 4" MIN POST PER PLAN EPDXY ANCHOR: 1-3/4' MIN POST BASE, SIZE PER CHART U.N.O. PER PLAN FINISH GRADE 7 /r GONG. SLAB «SLOPEPER PLAN x o C7 wo Z - STD. SLAB BEYOND a-- _�'"'�: FTG & REINF - PER PLAN LL POSTIFTG LOCATION -#5 ALLOWED ILO #4 SGD PER SPEC 1N1� - PAVERS PER SPEC. GROUT BED (THICKNESS VARIES) 0._0•, III, SLOPE S III III III ,II" 0 ` - SLDMO GLASS DOOR 2 STORY 2/28/2022 FMG-070 r POST BASE CONNECTOR SCHEDULE BASIC WIND SPEED PER GEN NOTES POST SIZE -140 MPH >140MPPH 4z4 ABW44Z ' ABU44ZI ~6.6 ABW667 ABU66Z _ - REFER TO DETAIL FOR MINIMUM EDGE DISTANCES IN ANCHOR TYPE SELECTION TYPE ABW' POST BASES USE 112"X3-3/4" EXPANSION ANCHOR OR 1/2" ATR DRILL & EPDXY W/ T MIN EMBED TYPE ABU' POST BASES USE 1/2"X5-1/2" EXPANSION ANCHOR OR 5/8" ATE DRILL & EPDXY W/ 8" MIN EMBED POST TG PORC A @ NAL 11/01/2023 F11A M��� , . FM` G-110 CO SLAB 8 CMU. VERT. REINF. PER PLAN EXTERIOR FINISH (PER ELEV.) / PEERR PLAN \ PENETRATING FINISH FLOOR / FINISH GRADE PIPE LOOP TIE AS REQUIRED PENETRATING PIPE - PVC SLEEVE" PVG *' MONOLITHIC SLEEVE'* FRONT VIEW MONOLITHIC SDE VIEW END. PER PLAN **VERIFY LOCATION IN FIELD END. PER PLAN BEARING PENETRATION - CMU q WALL 3; 16'N 3-3/4" CONCRETE - & FTG 2x FRAME WALL w/ P.T. SCREWS @ 16" O.C. 'I/ SILL PLATE, PER PLAN -- (1)-#4 CONT. STEP PER PLAN ON CHAIRS U.N.O." SLOPE GONG SLAB PER PLAN `*#5 ALLOWED ILO #4 Fos THICKENED SLAB @ GARAGE (NON BEARING) 11 /01 /2023 NOT TO SCALE FMG-090 11/12/2021 FMM-130 WALL & FTG 2x FRAME WALL w/ P T. ANCHOR BOLTS OR STRAPS, SILL PLATE, PER PLAN SEE GENERAL NOTES. U.N.O. STEP PER PLAN SLOPE - ' J1 t 1 t 1 -4'• (2) #4 CONT. ON CHAIRS 1 B., @ (3)-#4 AT 2 STORY- 2 STORY •'#5 ALLOWED 1LO #4 Fos THICKENED SLAB @ GARAGE (BEARING) 11101/2023 NOT TO SCALE FMG-090 11/01,2023 FMM-060 FALTERNATE TO CORNER SPLICE- CORNER BAR w/ LAP PROVIDE CONT. STEEL I SPLICE EA. SIDE. SAME REINE. BARS BENT AT SIZE AS CONT. FTC. STEEL CORNERS TO COMPLY _ w/ THE INTENT OF THE BUILDING CODE NUMBER OF CORNER BARS EQUALS NUMBER OF CONT. BARS T NUMBER OF VERTICAL I SP REBAR PER PLAN SLICE DOWELAS *SLAP PER PLAN REQ'D IN PLAN REINFORCEMENT @ FTG. CORNERS 1 Vo1/2023 F12 EGG-120 SEE FOUNDATION PLAN 91/4 (1) #4 REINFORCMENT BAR CONT., TVP. fi '- _"' Z SEE FOUNDATION PLAN FORM SLAB RECESS w/ 2x10 @ CATION OWER LOCATION 0-0 a' 0" LONGITUDINAL TEE a. FZs RECESS IN SLAB @ SHOWER 2/28/2022 FMM-260 SCREENEDIN -vSCREENEDIN / SYSTEM PER MANUF. ^r/ Y SYSTEM PER MANUF. r CONT PAVERS PER SPEC. S=OPE SLOP % ON C / ON CHAIRS - FINISH GRADE FINISH SLOPE GRADE - II ".A - 8 � COMPACTED FILL ' - CCNC. SLAB CONTPA�S x-S- >I-�- PER PLAN @ CONC GRADE BEAM �gCREEfJJFD ENCLOSURES ONLY THICICENNED SLAB @ SCREENED ENCLOSURES ONLY "#S-LOWED ILO#4 &SLLAAB EDGE @ SCREENED IN ENCLOSURES 11/01 2023 FMG-113 O0O Fieldstone C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERIN9�_,e 29349 * IBRAHEM ELAYEB, PE P.E.# 91476 ■ BENJAMIN NIESE, PE P.E.# 86025 10/28/2024 DATE STATE OF '•�.0RIDp'• 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 C) Y m Z ~ O wr J W Q l,i V W W 0 z Cc Cn Q -, J) J CO LL O Lu 2 < N = w OD ~ r LU LU O li L_ DRAWN BY: I FAE VERSION: 5.0 SHEET NAME FOUNDATION DETAILS SHEET # S 1.0 16 6" 4' 0" 0" F09C $1D ■ 10'-0" -0"I —24"X24"X72"CONC. FIU W/ ! nw I #4 BARS @ 12" O.G. EA. WAY 31D ■ �_ _s q' III F11 S1D ! fli r FlI 31D a w r SiD I t] OPT. (SCREEN @ OPT. @ OPT- SCREEN SCREEN oil m 4'-4' 2'-2" 3'-10` 3'-10" 1 J5'-8' 2' 2' 3'-8" 3'-10" 1'-8" 2'-10" VERIFY MO '-' VERIFY MO _ v&ERIFY VERIFY MO ■1 ■ ■i I■ ■ MO ■ ■I ■ ■ - — — -- ----- --- -- ■ 61D 31D i ■j IN v 3D I ■ ■ 1 i'-7 1 /2" $ 6 14'-10 1/2" • r sib _ _ FIN 81D ■ IDS iF�10 _ — — — — —_ is'-2" N ------ I : ------------------ m I N a� _ _ - _-_� —I ■ - 4 yyD -' �i ■ F ■ I N 't - w o O VAR[S BID � - pl II '��, N: it`ll O 24"X24"X72" CONC. FTG. W/ #4 BARS @ 12" O.C. FA. WAY &IDI SYD 07 SID T-0 Y > o,I !o _ — —lei - ■I■ w ■ ■i■ ■ VERIFY ■ 11111111■ VERIFY MO F li VERIFY MO VERIFYMO O 4,0- 1 4 ' 1.1, o ■71111111 �■ 24"X24"X12" CONC, FTG. W/ — #4 BARS @ 12" O.C. EA. WAY is 4" %\ FOUNDATION PLAN - ELEV. "J" SCALE: 1'4"=1'-0" NOTES: 1. 3 1/2' CONCRETE SLAB ON GRADE OVER VAPOR BARRIER 2. REFERENCE FINISHED FLOOR ELEVATION = 0'-0' 3. REFER TO DWG S0.1 FOR GENERAL STRUCTURAL NOTES ``,I111Iill,� OHO Fieldstone nni ' • �, F C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERING: �_ No. 86 29349 O IBRAHEM ELAYEB, PE P.E.# 91476 - {� ■ BENJAMIN NIESE PE % O -STA-fE OF lV P.E.# 86025 �i�� FLORID • ' GN' 10DATE 24 ','SS10:VA�. 0\ <00 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 r 1 o J 0 �z J W W't M l) W Q � z o0 cn F W a J Cl) J � LL Ir Q U) J_ S Cl)< IY w _ n 0 00 } C 0 M W N DRAWN BY: FAE VERSION: 5.0 SHEET NAME FOUNDATION PLAN - SLAB SHEET # S1.1 J h 8F16-OB/1T CONTINUOUS LINTEL OVER MASONRY COLUMN. DRILL 3" HOLE IN BASE OF LINTEL & j EXTEND REBAR THROUGH ?1;3 BF16-O8/1T w/ LINTEL RECESS 2868DOOR SF25 SH 1T 25 SH 25 SH 2868 DOOR 26 SH LINE OF SECOND FLOOR ABOVE 4SC I CONTINUOUS LINTEL OVER 1 MASONRY COLUMN. DRILLS' HOLE IN BASE OF LINTEL & EXTEND REBAR THROUGH I 3SC I I I I 4SC I I I 8F34-18/1T w/LINTEL RECESS 8F16-0B/1T 8F1& B/1T 16070 OHGD 3080 DOOR 25 SH END 25 SH otgnumammi r n 8F16-16/1T FIRST FLOOR WALL/HEADER PLAN - ELEV. IIJ° SCALE. 1/4'=1'-0' NOTES: 1. REFER TO DWG SO.1 FOR GENERAL STRUCTURAL NOTES 020 Fieldstone �c► \.�``� ..... 'f'%/ C.O.A.# ARCHITECURE: AA26002802 -: C.O.E.# ENGINEERING:_ 29349 N O IBRAHEM ELAYEB, PE _ ;Q P.E.# 91476 �O ■ BENJAMIN NIESE PE P.E.# 86025 STATE OF ��� i��� F4ORID . • ' 10/28/2024 ���� a' s DATE I�?QNAI. i 'S i S � s .', Michigan , 3400 Auburn Rd Suite 200 Auburn Hills, MI 48326 '+1248.622.4035 Florida 12906 Tampa Oaks Blvd. Suite 150 Tampa, FL 33637 , +1813.466.3310 www.fieldstoneae.com .: O O Y J m � J O F j J u W Q co J Q W In LL 0 Er Q OJ U J Q r) L - 1n J_ = W Q n occ 0o } 0 00 d co W N L i L DRAWN BY: FAE VERSION: 5.0 SHEET NAME WALL/HEADER PLAN SHEET # S2.1 J •, MSTCM40 FROM KING � MSTCM40 FROM KING / STUD AGCROSS FLOOR / STUD ACCROSS FLOOR / TO CMU WALL BELOW TO CMU WALL BELOW ERR (2) 2x4 3050 SH 3050 SH 3050 SH END 2SC 2SC TYP. W I 112 r TYP. IN ilm 8/1 (2)-2x4 WALL 2SC 2SC (2)2x4 3050 SH CS16 HORIZONTAL STRAP -\ CONT. ABOVE & BELOW ,\ OPENINGS PER SW6,S4.2 1 (2j`2J4 CS16 HORIZONTAL STRAP 3050 SH \ CONT. ABOVE & BELOW .. , OPENINGS PER SW6/S4.2 (2)LSTA12 FROM BASE (2)LSTAi2 FROM BASE OF (2) 2x COLUMN TO (2 q (2) 2x4 OF (2) 2x COLUMN TC GIRDER BELOW GIRDER BELOW 3050 SH 3050 SH SECOND FLOOR WALL/HEADER PLAN - ELEV. "S SCALE'. 1 i4"= 1 0' 11111 I IjI f, 000 Fieldstone < C.O.A.# ARCHITECURE: AA26002802 �. C.O.E.# ENGINEERING:--- No. 29349 O IBRAHEM ELAYEB, PE P.E.# 91476 4:� ■ BENJAMIN NIESE, PE �O STATE OF P.E.# 86025 �i�� ' !�4OR10P' • ' �Nt— 10/28/2024 /SS�ONAL 0? DATE Michigan 3400 Auburn Rd Suite 200 Auburn Hills, MI 48326 + 1 248.622.4035 Florida 12906 Tampa Oaks Blvd Suite 150 Tampa, FL 33637 +1 813.466,3310 www.fieldstoneae.com .I 1 DRAWN BY: FAE I VERSION: 5.0 SHEET NAME SECOND FLOOR SHEET # S2.2J -- - F --F�-- -I I I I t I t- - S19 LOCATION OF (� t --- PLUMBING DROPS. (2)M rsi6TO(4)2x4BUILTUP (FYPICAL) COLUMN, DTT2Z wl (8) 1/4"x1 1/2" SDS SCREWS TO BASE OF COLUMN & 1/2" ATR TO (2)HETA1fi ;3) 7 3/4"x16" LVL FOUNDATION. DRILL & w/ (12)16d OR GIRDER PER MANUE _ _ _ EPDXY w/ MIN. 8" EMBED. qW LA (3) 2x4 BUILT UP COLUMN (3) 1 3l4"xt 6" LVL m z 1 OR GIRDER PER MANUF. w� m, ue 2) MTS16 TO (4)2x4 BUILT UP COLUMN, DTT2Z w/ (8) 1/4"x1 1/2" SDS SCREWS TO BASE OF COLUMN & 1/2" ATR TO FONDATION w/SET -3G EPDXY, MIN 8" EMBED. FLOOR/LOW ROOF FRAMING PLAN ELEV. "J" SCALE: 1. REFER TO DWG SO,I FOR GENERAL STRUCTURAL NOTES 2. REFER TO DETAILS ON DWG S4.1 FOR ROOF SHEATHING REQUIREMENTS (2)HTS16 TO (2)2x4 BUILT UP COLUMN. DTT2Z @. BASE OF COLUMN w/ (8) 1/4'kl-1/2" SDS & 1/2" ATR ACROSS FLOOR & SET-30 EPDXIED TO TOP OF CMU WALL, MIN. 12" EMBED SEE R60/S4.1 (2)MTS16 TO (2)2x4 BUILT UP — COLUMN. DT72Z @ BASE OF COLUMN w/(8) 1/4"x1-1/2" SDS & 1/2" ATR ACROSS FLOOR & SET-3G EPDXIED TO TOP OF CMU WALL, MIN. 12" EMBED. SEE R60/S4 1 SI] I 1 I F. ROOF FRAMING PLAN ELEV. it JII SCALE: 1/4"=1'-0' NOTES: 1. REFER TO DWG SOA FOR GENERAL STRUCTURAL NOTES 2. REFER TO DETAILS ON DWG S4.1 FOR ROOF SHEATHING REQUIREMENTS -(2)HTS16 TO (2)2X4 BUILT UP COLUMN. DTT2Z @ BASE OF COLUMN w/ (8) 1/4"x1-1/2" SDS & 112' ATR ACROSS FLOOR & SET-36 EPDXIED TO TOP OF CMU WALL, MIN. 12" EMBED. SEE R60/S4A TRUSS NOTES UNLESS OTHERWISE NOTED ON PLANS: 1. ALL TRUSS STRAPS TO MASONRY ARE TO BE META16. 2. ALL TRUSS STRAPS TO WOOD TO BE SIMPSON H10A. WHEN INSTALLED ON EXTERIOR WALLS SHALL BE CONNECTED THROUGH EXTERIOR SHEATHING. (2) H2.5A TO BE USED TO MULTI -PLY TRUSS; (1) EACH SIDE w/8d NAILS MIN. SIMPSON H2.SA MAY BE USED ON JACK TRUSSES ON THE EXTERIOR OF THE WALL W8d MIN_ 3. TO TYP METAL TRUSS CONNECTORS, FRAME SCREWS MAY BE USED AT CONTRACTOR OPTION PER THE FOLLOWING: A) TRUSS TO TOP PLATE TO BE (2) SIMPSON SDWG15600 B) MULTI -PLY TRUSS REQUIRE (2) SDWG15600 AT EA. PLY C) F) SDWC15600 SCREW FROM TOP PLATES TO JACK TRUSSES 4. FOR DBL TWIST STRAP TRUSS CONNECTIONS(LTS/MTS/HTS) REFER TO DETAIL R60 FOR INSTALLATION CONFIGURATIONS. DISCLAIMER 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_ IF ANY TRUSS CONNECTOR SHOWN IN THESE DRAWINGS CAPACITY HAS BEEN EXCEEDED, THE TRUSS MANUFACTURER SHALL NOTIFY THE ENGINEER OF RECORD IMMEDIATELY 000 Fieldstone �pM'• '��., C.O.A.# ARCHITECURE: \�,.�` AA26002802 C.O.E.# ENGINEERING: �!�_' No. 860 29349 ❑ IBRAHEM ELAYEB, PE _ .0 P.E.# 91476 _/` ■ BENJAMIN NIESE PE O '. STATE of �i�� FLORIOp P.E.# 86025 1024 ��-� DATE Michigan 3400 Auburn Rd Suite 200 Auburn Hills, MI 48326 +1 248.622.4035 Florida 12906 Tampa Oaks Blvd. Suite 150 Tampa, FL 33637 +1813.466.3310 www.fieldstoneae.com Y _J m z 0 O J a F LU W N W Z cs C7 W Q 9 z_ o O Cr U, I UJI 0 _3 = LLj < _ n 0 oo } Q0 a- 0 W N 0 F DRAWN BY: FAE VERSION: 5.0 SHEET NAME ROOF & FLOOR FRAMING PLAN SHEET # S3 .1 J STRUCTURAL SHEATHING, SEE PLAN AND DETAILS FOR ATTACHMENT PRE-ENGINEERED 11/2" WOODTRUSSES AT 24" .TRUSSES OR 2x RIBBON BOARD 2x BLOCKING AT ATTACHED TO TRUSS j SHEATHING EDGES w/ (3) W/ (3) 1Od NAILS, 24" 8d NAILS INTO TRUSS C.C. CENTER MAX. CONTINUOUS SPACING STRUCTURAL SHEATHING CONTINUOUS STRUCTURAL NAIL PER TYPICAL SHEATHING NAIL PER SHEATHING DETAIL TYPICAL SHEATHING DETAIL TYPICAL TRUSS TYPICAL TRUSS ANCHOR PER PLAN DETAILATTRUSS HEEL> 91/4" ANCHOR PER PLAN NOTE: REFER TO ARCHITECTURAL DRAWINGS AND/OR TRUSS MANUFACTURER DRAWINGS FOR SPECIFIC TRUSS PROFILE INFORMATION. L.e. HEEL HEIGHTS, SLOPE, OVERHANGS) STRUCTURAL SHEATHING, SEE PLAN AND DETAILS FOR ATTACHMENT PRE-ENGINEERED WOOD TRUSSES AT 24" O.C. MAX. TRUSSANCHOR PER PLAN FASCIA, (SEE ARCH DWGS) BOND BEAM PER PLAN DETAIL AT TYPICAL TRUSS wl HEEL < 91/4" R01 ROOF TRUSS ON MASONRY 11/01/2023 NOT TO SCALE RWM-01 O 2X4 BLOCKING AT 2'-0" 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 B"CMU WALL, SEE META16 AT BLOCKING PLAN FOR VERT. REINF. Roy WALL BRACING @ NON•BRG. EXT. WALL (NON -SHEAR) 11/01/2023 NOT TO SCALE RWM-070 STRUCTURAL SHEATHING PER PLAN PRE-ENGINEERED TRUSSES AT 24" O:C. NOTE REFER TOARCHITECTURALDRAWINGS STRUCTURAL SHEATHING AND/OR TRUSS MANUFACTURER SEE PLAN AND DETAILS DRAWINGS FOR SPECIFIC TRUSS FOR ATTACHMENT PROFILE INFORMATION. (Le. HEEL HEIGHTS, SLOPE, OVERHANGS) PRE-ENGINEERED WOOD TRUSSES - f AT 24" O.C. MAX. -OR- 2x BLOCKING AT 2x RIBBON BOARD SHEATHING EDGES w/ (3) 8d ATTACHED TO TRUSS w/ NAILS INTO TRUSS (3) 1 Od NAILS, 24" O.G. CONTINUOUS STRUCTURAL CENTER MAX. SPACING SHEATHING NAIL PER CONTINUOUS STRUCTURAL TYPICAL SHEATHING DETAIL SHEATHING NAIL PER FRAMING PER PLAN TYPICAL SHEATHING DETAIL FRAMING PER PLAN DETAIL AT TRUSS HEEL>91/4" STRUCTURAL SHEATHING., SEE PLAN AND DETAILS FOR ATTACHMENT PRE-ENGINEERED WOOD TRUSSES AT 24" Q:C. MAX. TRUSS ANCHOR PER PLAN FRAMING PER PLAN FASCIA, (SEE ARCH BINDS) CONTINUOUS STRUCTURAL SHEATHING NAIL PER TYPICAL SHEATHING DETAIL DETAIL AT TYPICAL TRUSS w/ HEEL < 9 1 /4' f 8,9OF TRUSS ON FRAMING 11101 /2023 R WZ20 TRUSS ATTAORAENT: ALL TRUSS ENDS ARE TO BE SECURED TO THE EXT. WALL BELOW USING ONE OF THE BELOW METHODS. ONEFULL OPTION MUST BE USED FOR CONTINUOUS LOAD PATH:. a. INSTALLTYPICAL TRUSS CONNECTOR THROUGH EXT. SHEATHING INTO DOUBLE TOP PLATES. EXT. SHEATHING IS CONTINUOUS AND WILLTRANSFER COMBINED SHEAR & UPITI b. INSTALL TYPICAL TRUSS CONNECTOR FROM TRUSS TO TOP PLATE ON INSIDE OF THE WALL. ADDITIONALLY INSTALL LTS12 TOP PLATE -TO -STUD CONNECTORS @ EA STUD. EXT. SHEATHING IS CONTINUOUS AND WILL TRANSFER COMBINED SHEAR & UPULT. c. INSTALL TYPICAL TRUSS SCREWS FROM TRUSS TO TOP PLATE EXT SHEATHING IS CONTINUOUS AND WILL TRANSFER COMBINED SHEAR & UPLIFT. 4 14'�j �4'-14' 22 1/2* - TRU55 OR 3 OPTIM L 30"M RAFTER SDWC15600 m m OVERHANG OVERHANG PER PLAN PER PLAN 1/2"A 3/4" SINGLE SDWC: CONFIGURATION A SINGLE SDWC: CONFIGURATION B (TRUSS OFFSET FROM STUD) (TRUSS ALIGNED WITH STUD) INSTALL THROUGH TOP PLATE INSTALL THROUGH TOP PLATE INTO TRUSS/RAFTER INTO TRUSS/RAFTER TRUSS OR RAFTER TRUSS OR RAFTER TRUSS OR RAFTER 3!4" (2) SDWC15600 (2) 6DW015600 (2) SDWC15600 m m T (2) 'T t1/2`-1/.' 3" OVERHANG OVERHANG OVERHANG +/- 1/4" PER PLAN PER PLAN PER PLAN 3l4"-1 1/4" 3/4"-1 1/4" 1/2"-i" 1/2"-V 1/1-118" 3/4" DOUBLE SDWC: DOUBLE 3fArNC: CONFIGURATION B DOUBLE SDWC: CONFIGURATION D 20`-25' 20'-25° CONFIGURATION (TRUSS OFFSET FROM STUD) INSTALLED THROUGH fob +/-t/4" (TRUSS ALIGNED WITH STUD) INSTALL THROUGH TOP PLATE INTO TRUSS/RAFTER INTO TOPPLATE 221/2' 22112` INSTALL THROUGH TOP TRUSS/RAFTER OPTIMAL OPTIMAL PLATE INTO TRUSS/RAFTER TRUSSiRAFfER TO DOUBLE TOP PLATE SCREW CONNECTIONS 11/01/2023 CONTINUOUS CON7.2X4(MIN.) w/ STRUCTURAL STRUCTURAL (2) 10d NAILS SHEATHING PER PLAN SHEATHING, SEE PLAN FOR 2X4 OUTRIGGER AT 24' O.C. REQ'D AT ATTACHMENT OVERHANGS GREATER THAN 15" IOd TOENAILS @ ATTACH TO GABLE DROPPED TOP CHORD OUTRIGGER TO (2) A35 @ EA. TRUSS w/ (3)1 Od 8" O.C. TRUSS TO HORIZONTAL BRACE, w/ TYP TRUSS CONNECTOR PER PLAN TOP PLATE ONE EA. SIDE TOENAILS WALL FRAMING ALONG TOP PLATE STRUCTURAL DROPPED TOP GABLE w/ OUTRIGGERS PER PLAN SHEATHING PER PLAN WOOD 2X4 BLOCKING @ CONT. 2X4 (MIN.) w/ REQ'D AT 170 MPH OR GREATER EDGE NAILING SHEATHING EDGE (2) 1Od NAILS IN LIEU OF BLOCKING AND 1+'I (2) 10d @ EA. END TO ADJACENT 2X4 LADDER FRAMING AT EDGE NAILING SHOWN% BLOCKING AS REQUIRED WITHIN THE GABLE, IT IS TRUS5 WEB 24"O.C. REDO AT OR BOTTOM OVERHANGS UP TO 1S' FOR BRACING BY TRUSS ACCEPTABLE SPACING TO CHORD NAILING ATTACH TO TRUSS TOP "EDGE NAIL SPACING TO MANUFACTURER. PERMANENT TRUSS AS SHOWN) CHORD W/ (2) 16d NAILS BOTTOM CHORD OF TRUSS BRACING PER TRUSS TO TRANSFER LOAD. AT 16" O.C.. MANUFACTURER @ 10'-0" 2X4 BLOCKING @ SEE REQUIRED GABLE TRUS5 wl TOE -NAIL SHEATHING EDGE w/ VERTICAL WEBS AS BRACING PER TRUSS MAX. SPACING, EDGE NAILING J (2) 10d @ EA. END NOTED IN THE MANUFACTURER (1) ADDITIONAL FLAT 2X4 TO ADJACENT STUD BSCI REQ'MTS WITH BLOCKING SHEATHING FRAMING SHEET q-q q_q 11'e' ) EXTENDING A MIN. OF (3) SPLICED SHEATHING TRUSS NOTES TRUSS BAYS PLACED BETNEENPERMANENT (3) 1Od NAILS @ (3) 1Od NAILS @ _ TRUSS BRACING EA. TRUSS CHORD EA. TRUSS CHORD (RESULTING IN 5-0" MAX. NAIL BOTTOM CHORD PROVIDE 2X8 PT PLATE w/112 DIA x 10 OVERALL BRACING) OF GABLE TRUSS w/ ANCHOR BOLTS @ 4 0 O C MAX./ 3 x3 f 121,s AT 4" D.C. PL WASHERS AND T EMBED NOTCH HORIZONTAL 2x EXTERIOR INTERIOR ABS J i�'' A. MASONRY( HORIZONTAL 2x BLOCKING OVER PLATE BLOCKING BETWEEN _I`✓ MASONRY WALL, BOND BEAM, LINTEL BEAM, FIRST 3 BAYS OF 8" CMU WALL, SHEATHING PER PLAN SEE PLAN FOR Oq RAKED BEAM PER PLAN. FOR RAKED FRAMING TO SEE PLAN FOR A•A (WOOD) A•A (MASONR'n ATTACHMENT OF ALL BEAM C. VAULTED CONDITION, SEE PLAN PERMANENT BRACING VERT, REINF STRUCTURAL SHEATHING. AND DETAIL. w/ 10d @ 4" O.C. S BRACING @ PERPENDICULAR BRG. WALL (NON -SHEAR) 11/01/2023 Rog GABLE END TRUSS BRACING DETAIL 11/01/2023 NOTTO SCALE RWM-0a0 RWM 090 TRUSS STRAP PER PLAN STRUCTURAL TYR TRUSS SHEATHING PER PLAN CONNECTOR CONT. 2X4 w/ (2) PER PLAN 12d NAILS SEE REQUIRED BRACING PER TRUSS MANUFACTURER ALT. OUTLOOKER FRAMING (REQ'D AT 170MPH OR GREATER/) // CONT. 2X4 w/ (2)12d NAILS J STRUCTURAL SHEATHING PRE-ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. FASCIA SEE ARCH. DWG. DUTCH HIP TRUSS BRACING DETAIL i CONL 2X4 w/ (2) TYP TRUSS 12d NAILS CONNECTOR PER PLAN STRUCTURAL O SHEATHING PER PLAN O Q / SEE REQUIRED (RED D AATU170MPH OR GREA ER) BRACING PER TRUSS - MANUFACTURER STRUCTURAL Q 2 3 2 2 C' g CONT. 2x FASCIA PER _ SHEATHING PER PLAN Q 2 3 p ARGHS wj (2) 12d NAILS THREES TRUSS BAYS BACK PRE-ENGINEERED FROM GABLE END 2X4 PURUN @ �({ (NEW 2 2 O WOOD TRUSSES AT 2'-0" O.C. MAX.. STRUCTURAL SHEA*I�AR EA VALLEY TRUSS. AIL TO l!J �� 0 \ 2x BLOCKING TOENAILED, BOTTOM CORD OF VPER COMMONIN 3 TRUSS BAYS BACK TRUSS V TRUSS (3) 2 9 FROM GABLE END \ TO PURLIN w/ 10d GU16d LS NAILS GELE STRUCTURAL SHEATHING PER PLAN 2X4BRACE CONT. 2x FASCIA PERUB�mfvY HIP ARGHS w/F R 17:12TD12:)a — H25A@EA. OVER (2)12d NAILSFRAMED HI @ 6'-0°O.CMAX TRU55 PPE -ENGINEERED WOOD BLOCKING SHEATHING PER PLAN TRUSSES AT2' TO.C. MAX NITS AOOFPASTBING2ONFS BETWEEN TRUSSES MASONRY TRUSS ANCHOR CONTINUOUS SOIM1�d8" CMU WALL OR LINTEL, SEEEA. SHEATHING )D1E7P-AFEETNNICASF9 1 2 B END PLAN FOR REINFORCEMENT EDGE4PNIF1FDCEN1 MP4 �o� raa raG PEAI ING18iCi2'SHFATIMASIMYmSPAN RHD $iMli l'iA2S. OVERFAME TRUSS TRUSS TIE PER PLANH10A@BA END FNTFDRYWOODOIIaSB) D131,X240 HI DIA N&FEDNNUN M S'O.a lraG B'D.aMIRIIIIIII SCREWS FROTTRUSS ER4M F' & 10'�FOE BASC�WNDSP®17O(FH OES�ATBI, BiSFNSIWLBE4a.a ALL EDGE NAILING PLAN TOP PLATES TRUSS @ 1O.C, O,G, MAXPER zDa FRAMING PER PLAN (1) EA PLY. ING SHEATHING ._— SHEATHING, SEE PLAN WOOD PER PER PLAN FOR ATTACHMENT OVERFRAMED GABLE END DUAL MOD H1/30/2023) gyp ��p C n�7A' 17F GQLLE ENDUGINL PLAN (MOO)ii/30/2023 1. WOW B)EIICIURAL PMU USEDAS FM SHFJI7FNG%WIBE RS9UHIWFIH JOINTS STA3300 H LMWE OF PAAFIS PFAPBaIC1M M R2o6 R,20C RDDFRMMHDMB,EIfdB RWG-202(B- 9) RWG-2a3(RB-a4e) R 11 ROOF SHEATHING ATTACHMENT DIAGRAM NOT TO SCALE 11 /0112025 RWG-112 R W W-030 VALLEY SET TRUSSES @ 24° O.C. VALLEY SET MIN. 9" LONG 20 TRUSSES @ GA. FLAT STRAP 24" O.C. wl (6)16d SHEATHING SHEATHING PER PLAN PER PLAN 2]:4 BLOCKING UNDER TRUSS ENDS, NAIL TO II TRUSS CHORDS (1) SOWC15600 w/ (3) 1Od EA. TRUSS SCREW END. TO EVERY f OR J TRUSS BELOW VALLEY SET TRUSSES @ 24' O.C. SHEATHING PER PLAN ® 2X4 PURLIN @ EA. VALLEY TRUSS, NAIL TO COMMON TRU55 w/ (3) 16d GUN NAILS BOTTOM CHORD OF VALLEY TRUSS NAILED TO PURLIN w/ 10d GUN NAIL @ B" O.C. R06 TRUSS VALEY SET OVER FRAME 11/01/2023 NOT TO SCALE RWG-060 2X4 LADDER FRAMING AT 24' 2X4 BLOCKING AT DIAGONALS ONLY. ATTACH AT EA. END w/ O.G. REOD AT OVERHANGS (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING AT 6" O-C. GREATER THAN 12", ATTACH TO wl MIN. ad NAILS. BLOCK4 BAYS BACK FROM GABLE TRUSS. TRUSS TOP CHORD w/ (2) 16d WHEN SECOND BRACE IS REQUIRED, NAILS AT 24" O.G. NAIL TO OPPOSITE SIDE OF BLOCKING, STRUCTURAL 1, AT VERTICALS 3 6' TO 6'-6" USE ONE 2X4 'U BACK. SHEATHING PER PLAN 2. AT VERTICALS OVER 6'-6" TO 8'-4" USE (2) 2X4 "L" BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). 3. AT VERTICALS OVER 8'4" TO 13'-0" USE ONE 2X4 L' BACK AND AN ADDITIONAL DIAGONAL BRACE IS REQUIRED AT THE PEAK. AND AT EVERY OTHER VERTICAL MEMBER IN THIS g RANGE. ATTACH THE DIAGONAL AT MID, HEIGHT AND TO THE BLOCKING BELOW THE ROOF SHEATHING w/ (5) 12d's AT EA. NO IN ADDITION TO THE SECOND DIAGONAL, A SEE PLAN FOR STRONGBACK IS ALSO REQUIRED AT THESE VERTICALS AND ATTACHMENT OF MUST BE ATTACHED TO EA. "L" BACK WITH (2) 12d's AND ONE ALL STRUCTURAL SIMPSON HI OR ONE USE RTS CONNECTOR_ SHEATHING. SIDE NAILALL L' BACKS AND STRONGBACKS w/ 12d's AT 6° 2x SHTG. O.C. NOTCH "L" BACKS AT TOP AND BOTTOM. BLOCKING :I —TRUSSANCHOR PRE-ENGINEERED WOOD PER PLAN TRUSSES AT 2'-0' O.C.. — CMU WALL PER PLAN FASCIA (SEE ARCH. DRAWINGS) SHEATHING PER PLAN TRUSSANCHOR PER PLAN FRAMING PER PLAN PARTIAL WOOD BEARING i O0O Fieldstone C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERING: ci 29349 O IBRAHEM ELAYEB, PE P.E.# 91476 ■ BENJAMIN NIESE, PE P.E.# 86025 10/28/2024 DATE 14/01/2023 ers F RWM-100 m se q�r awooM a�ooF Vw (a)1la�x N 11W laP any SIMPsoNrvisAT "" at A. (A s z '0TA cElvT�ns NMUMPLvmuss11=Anarv1�Gw q� ``\`11I II I 0 STATE OF F1LOR10p' •' ��� `r1ONAL gcxx �`• 1111110\` 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 O 0 Y J m ~ © �1 V > W W W -t Q M J Q J 0 Z — LL ❑ CC Q OJ (n O W W� (A) LL 2 W I— C7 n ❑ 00 = OD o M W 1-- N O F_ L DRAWN BY: FAE VERSION: 5.0 SHEET NAME DETAILS - ROOF SHEET # S4.1 - 3 EXTERIOR WALL SHEATHING - NAIL PANEL EDGE FIELD BLOCKING WALL SHEATHING SHEATHING REQUIRED (MIN.) SIZE NAILING SPACING REQUIRED SHEATHING NAIL I PANEL EDGE I FIELD I BLOCKING 7/16" - — REQUIRED (MIN.) SIZE NAILING SPACING REQUIRED 8d 3" O.C. 12' O.C. ALL EDGES SHEATHING 7/16" ' ' SHEATHING I Bd FT., : 12" O.C. ALL EDGES PANEL EDGE NAILING - S NOTE: PROVIDE BLDCKING AT ALL SHEATHING EDGES S m STRUCTURAL SHEATHING 3/8" FIELD NAILING, STRUCTURAL I FIELD NAILING, TVP. SHEATHING TYP. SINGLE NAIL SINGLE NAIL EDGE SPACING �'I EDGE SPACING 1 l2S, 1 DOUBLE NAIL EDGE SPACING"i STUD SPACING 2X4 BLOCKING PgNEL EDGE PER PLAN SHEATHING SPLICE - SAME NAILING NAILING THICKNESS AND STRENGTH AXIS 3 1 /2" BOTTOM / PER PLAN ORIENTATION AS WALL SHEATHING CHORD (2)-2x TOP PLATE INSTALL SIMPSON SSP PLATE TIES @ 9" D.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 JACK/KING STUD CONNECTOR FOR MAX CLR SPAN REQUIREMENTS PER PLAN. EDGE NAIL SHEATHING AROUND OPNG PER TYP SHEATHING DETAIL REO'MNTS - # OF JACK STUDS 2XFRAMING BELOW WINDOW SHEATHING PER PLAN PER PLAN OR OPNGS PER PLAN; OMIT AT AT FOUNDATION CONDITION - HOLD GENERAL NOTES DOOR OPNGS, TVP. DOWN REQUIREMENT PER TABLE: TI- TT ULT BASIC HDR MAX HD REQMNT I ATNDITIOV F(IF APPLIE ' WIND SPEED CLR SPAN DTT2Z w/ (8)-1 CONDITIONS (IF APPLIES): <140 MPH I 4 FT 8 1l2'k6" TITEN HD* ULT BASIC HDR MAX HD REQ'MNT <740 MPH g PT HTT4 w/ (, 8) 0 148"x1 -1i2" TO 1 L l WIND SPEED CLR SPAN KING & 5/8 x6" TITEN HD* <140. MPH 4 Fi CSI-W LG. <160 MPH SFT DTT2Z w/l8)1l4'k1-1 i2° --- ---- 8 1/2 x6 TITEN HD* <140 MPH g FT (2) CS16X48" LG.* 2x STUDS, SPACING PER <160 MPH 5 FT CS%6 48" I G. PLAN/NOTES TYP. U.N O. STD HEADER CONFIGURATION * APPLY(,) STRAP TO JACK STUD W/ (VIEWED FROM INTERIORI HDR STRAP & (1) STRAP TO KING STUD ' AT CRAWUBASEMENT CONDITION, TITEN TO SHALL BE SUBSTITUTED FOR ATR OF SAME DIAMETER DRILL & EPDXY 6" MIN EMBED TO FOUNDATION WALL E)— SHEATHING DEfAII „/0,/2D23 W02GABLE END SHEATHING DETAIL D1 /2023 TYPICAL OPENING @BEARING WALL F DQD, „,D,/2D23 OTTOSCALE WOW 010 NOT TO SCALE WGG-020 WGW-050 INT. FINISH WOOD BUCK ATTACHMENT. ALTERNATE: DOUBLE 2x TOP TOP PLATE CONNECTOR, 1x CUSTOM P.T. BUCK TO 2x OR GREATER BUCK TT) EXTERIOR CMU WALL PLATE SPACING PER P-11(CHOOSE 1x WOOD MASONRY MASONRY MID SPAN BLOCKING ONE)' Ix P.T. BUCK MATCH FRAME WIDTH. BUILT-UP THICKNESS < 2 BETWEEN EACH a (�) SPH6 @ 2X6 WALLS I WINDOW PER FROM ENDS AND ATTACH C SCREWSE 1/4"x4" MASONRY ATTACH w/ "T" NAILS @ a" 1/4STUD, U.N.O. ( ) ATTACH REMA @ 4" FROM ENDS GARAGE DOOR AND b. (2) H2SA (ONE EA SIDE OF D 12 O.C. REMAINDER- TRACK, INSTALLED PER BOTTOM PLATE CONNECTORS. PLATE) FLORIDA WINDOW THRU BUCK INTO wl 1 1/4" EMBEDMENT MANUFACTURERS ! SPACING PER PLAN )CHOOSE ONE): c (11 SP2 �:-,� PRODUCT MASONRY PER FLORIDA SPECIFICATIONS. a. (1) SPH4 @ 2X4 WALLS d. (2) SDWC15600 '� gNO WI�OJJB.L PRODUCT APPROVAL (1) SPH6 @ 2X6 WALLS e. STRUCTURAL SHEATHING & FINISH PER ELEVATION b. (2) H2.SA (ONE EA SIDE OF PLATE] SHEATHING PER PLAN 2X6 WOOD BUCK ANCHORED c. (2) SRI (ONE EA SIDE OF PLATE) TO CMU w/ 1/2" x 6" "L" BOLTS d. (3) SDWC15450 SCREWS 2x STUDS AT 16" O.C. OR 5/8' x 6" SIMPSON TITEN e. STRUCTURAL SHEATHING & 2x BOTTOM PLATE FOS w/ 2" WASHERS AT 24' NAIUNG PER PLAN PER PLAN TYPICAL WINDOW ATTACHMENT DETAIL D.G & wiTHw 6" OF TDP AND wi o LOAD BEARING WALL wl UPLIFT 6/27/202, 2/17/2027 FRAME TO BUCK BOTTOM, OR (2) ROWS OF D W 14 TO MASONRY x 3" MASONRY SCREWS @ 12" - NOklf.O SCALE WGM-140 WOW-105 O.C. STAGGER ROWS 6" EXTERIOR CMU WALL INT. FINISH WOOD BUCK ATTACHMENT: 1/4" DRIVE-IN ANCHOR 2x OR GREATER BUCK TO MASONRY : q DOUBLE 2x TOP PLATE I.WOOD BUILT-UP THICKNESS < 2 1/4" = 1/4"x4" GARAGE DOOR AND STRUCTURAL SHEATHING MASONRY SCREWS @ 4" FROM ENDS 2x FRAME WALL w/ P.T. 2x P.T. BUCK TRACK, INSTALLED PER - • 8 ATTACHMENT PER PLAN SILL PLATE, PER PLAN AND 12" O.C. REMAINDER w/ 1 1/4" MANUFACTURERS MID SPAN BLOCKING BETWEEN 2. STUDS SPACING ATTACH DOOR PER EMBEDMENT SPECIFICATIONS. EACH STUD AT FRAME WALLS PER GENERAL NOTES ANCHOR BOLTS OR STRAPS, w/ PLATE HEIGHT 9'-4" OR SEE GENERAL NOTES, U.N.O. FLORIDA PRODUCT . ; TALLER, OTHERWISE MAY OMIT. U.N.O. PER PLAN APPROVAL ALTERNATE: .. , I2" x 2 1 /4" HILTI SLEEVE 1x CUSTOM PT BUCK , A MASONRY ANCHOR OR EQUAL MIN. 1 1/2" is MATCH FRAME WIDTH, ATTACH w/'T m EMBED INTO MASONRY (1) PER SHEATHING 8" CMU WALL, BOND BEAM BRICK NAILS @ 4" FROM ENDS AND 12" O.C. J 2x BOTTOM PLATE PER PLAN & VERT. HEINF. PER PLAN MOLD REMAINDER. ATTACH DOOR THRU R FRAME TO BRACKET MATCHING WALL WIDTH FINISH PER BUCK INTO MASONRY PER FLORIDA MASONRY ELEVATION PRODUCTAPPROVAL FRAME WALL ON MASONRY WALL „/Di/2D23 TYPICAL DOOR ATTACHMENT DETAIL 11/0,/2023 TYPICAL GARAGE DOOR ATTACHMENT 11101/2023 BEARING WALL W/o UPLIFT 11/01 /2023 124 W15 w W16 F�w NOTTO SCALE WGM-121 NOT TO SCALE WGM-150 NOT TO SCALE WGM-160 WGW-„1 SHEATHING PER PLAN END STUD 2x STUDS @ TO FLAT 16' O.C. STUD w/ T O BOND BEAM PRE-ENGINEERED TRUSS PER MANUF @ 24" O.C. MAX; ATTACH TYR TRUSS STRAP PER PLAN (NOT SHOWN) (6) 0.148"x3" FACE NAILS THRU KING STUD TO HEADER (MIN. 3 EA PLY.) HFADFR STRAP RFG'MNT PER TABLE OLT BASIC WIND SPEED FOR MAX CLR SPAN STRAP REQ'MNT <140 MPH 4 FT LSTA18 <140 MPH 9 FT MSTC28 <160 MPH 5 FT MSTA24 I,-cx , yr — (6) 0.148-xT FACE NAILS THIRD KING STUD TO. HEADER (MIN.3 EA. PLY.) HFADFR.RTRAP RFO'MNT PER TAR[ F ULT BASIC WIND SPEED FOR MAX GLR SPANP.�",,TMll STRAP NT<140 MPH 4FT 18<140 MPH 9 FF 28<160 MPH 5.FT 24 2X CRIPPLE STUDS @ Is- O.C. OVER HEADER, TOP/BOTTOM STUD CONNECTORS PER W10/S4.2 TYP. ALT. HEADER CONFIGURATION (FOR INFORMATION BEYOND BREAKLINE OR NOT SHOWN REFER TO STD HER CONFIGURATION) ROUGH OPENING MITER LINTELS. BY BELOW FIELD CUTTING Y 1 #5 REBAR IN VERTICAL GROUT FILLED CELL #5 CORNER DOWELS INSIDE 0} AND OUTSIDE OF VERTICAL #5 BARASSHOWN PRECAST LINTELS FILLED. WITH GROUT w25 90 DEG. CRNR DETAIL wl COLUMN BEL 2/28/2022 WGM-250 TOP OF HEADER AT MTL STRAP LOCATION BOTTOM OF TOP PLATE MATCHES STD CONDITION PLA _ IGHIT PER PLAN STUDS 'MTL (2)-2X CONT FLAT PLATE USE (3)-2x PLATE AT DBL MTL STRAP LOCATIONS ALT RAISED HEADER CONTINUOUS DOUBLE END LENGTH 2x FULL HEIGHT KING STUD pER SCHEDULE 2x TOP PLATE w/ PEN. NUMBER PER PLAN PLATE HEIGHT PER PLAN illi� HEADER PER PLAN 2. BLKG - USE DBL, OR FLAT 2x BLKG @ DBL OR 3- WIDE MTL STRAPS 2x JACK STUD - NUMBER a PER PLANMOTES = WALLSHEATHING PER PLANS/SHEAR s WALLSCHEDULE 0 SINGLE, Z DOUBLE OR FAT 2x2x BLOCKING, TYP. 3 (2) 2x SILL PLATE SINGLE OR DOUBLE STRAP PER PLAN. PLACED OVER OR BEHIND WALL SHEATHING 2x SILL PLATE w/ SILL ANCHORAGE PER PLAN 0.162X3-1/2" PERPLAN _ RAII@ STRAP LENGTH PER PLAN INT. WALL oito . ' #s REBAR. GONT. PER PLAN IN BOND REAM 2x STUD STRUCTURAL BOND BEAM PARALLEL TO SHEATHING RER PLAN CO19Nl�tNO PER PLAN #s REBAR HOOKED 2X4 OBL TOW6Rk EXT. WAIL TOP PLATE DOWEL PER PLAN (2J 1Od NAILS END STUD w/ STUD TO EA BLOCK 0.162'k3-1/2" 2X4 BLOCKING TO BE r�A) ILNMh61Q }Gy�pLIEO 612 FiAO SHEAR WALL 11/01/2023 2X4 BLOCKING @ 24" O.C. FLUSH WITH STUD W1LI��ii11YVt�SQ/RN R 7/16/2021 #s REBAR VERTICAL NAILED BETWEEN STUDS FACE THAT IS W1 B -_ IN SOLID. RLLED WBW-120 NOT TO SCALE WGW 180 CELLS. (SEE PLAN) ADJACENT T w/ (2) 10d NAILS EACH END O INTERSECTING WALL 77 2XW LLBEY ND O00 Fieldstone WALL BEYOND DOWEBAR DowEL \ COMMON WALL, PARTY OR (iYP.) 8 x 8 x 16 CMU �..0 3'x5-CLEAN OUT AT C.O.A.# ARCHITECURE: EXTERIOR WALL WEAVE BLOCK COURSES EVERY— ALL FILLED cELLs p OTHER BLOCK (TYP.) @ EVERY l. AND DETAILS TFOR UN PLAN AA26002802 2X4 SILL PLATE(P:T. BLOCK TEE INTERSECTION REBAR PER ) •'�) FOOTING REINFORGNG. C•O.E.# ENGINEERING: N0. WHEN IN CONTACT PLAN _ V G YYFF \.7 w/ CONCRETE 29349 ^ _ wts TYPICALREWFORMFLLEDCELLDUAL „/ry,W�z3 0 IBRAHEM EL.AYEB, PE NOTTOBCALE WGM1w P•E.# 91476 L{/ ■ BENJAMIN NIESE PE % O STATE OF INT. WALL CONNECTION TO EXT. WALL z/26,2D22TYPICAL CMU INTERSECTION DETAIL 11/01/2023 % FL O RID • ' �� 1aA v 1sB P.E.# 86025 // F ..OR1 WGw-181 1OT TO SCALE YZ 182 // SS IODATE 24 ////,ONAI. OF NAILS END STRAP STRAP @ EA END LENGTH CAPACITY )LBS) CS20 (16) 0,31 x2-1 /2" g• 1030 C516 (26) 0131 x2-1!2" 15" 1705 CMSTCI6 (58)0.148°z3-1!4"' 27" 4690 I I I Michigan 3400 Auburn Rd Suite 200 Auburn Hills, MI 45326 +1 248.622.4035 Florida 12906 Tampa Oaks Blvd. I Suite 150 Tampa, FL 33637 +1 813.466.3310 www.fieldstoneae.com ~ CO 9 W � d Z W gM ' J Wa W z W Q O J (n 2 LLJ O cc) � [n M W � N I — DRAWN BY: FAE VERSION: 5.0 SHEET NAME DETAILS - WALL • SHEET # S4.2_ 2x KNEE WALL OR PRE-ENG FLOOR STRUCTURAL SHEATHING & STRUCTURAL SHEATHING & TRUSS, STUDS @ 24, O.G. w/ 2x FRAME WALL PER PLAN, CONT- Zx ATTACHMENT PER PLAN, CONT. PLATE w/ (2)16d NAILS @ EA TRUSS ATTACHMENT PER PLAN., CONT. META16 @ 24" O.C. (MAX.)*" THROUGH FLOOR SECTION THROUGH FLOOR SECTION FLOOR SHEATHING & ATTACHMENT NOTE: 2,4 VERTICAL INSTALLED TIGHT TO 2x FRAME WALL PER PLAN, PANEL EDGE NAILING TOP AND BOTTOM CHORD w/T CONT. 2x PLATE w/ (2)1 fid PER GENERAL NOTES (q) 16tl NAILS RIBBON TO EA. WHERETOENAILS AT LOCATIONS NAILS @ 16" O.C. TRUSS, TYR TOP & BOTTOM WHERE EMBEDDED STRAPS AND END GABLE TRUSS i PANEL EDGE NAILING 8d NAILS 3" O.C. WALL VERTICALS MISALIGNS- _ _ FLOOR SHEATHING & SHEATHING TO EA. - - - - - - ATTACHMENT PER GEN. NOTES TRUSS END LEG TRUSS PER PLAN , PANEL EDGE NAILING PANEL EDGE NAILING SHEATHING PER PLAN '. 2x4 BRACING MIN. 6-0" IN TRUSS PER PLAN METAI6 ANCHOR LENGTH w/(3)1 Od NAILS END SHEATHING @ EA. TRUSS 8" CMU WALL, BOND BEAM t' & VERT. REINF. PER PLAN GABLE & MIN. (3) FLOOR TRUSS, PER PLAN 8" CMU WALL, BOND BEAM 0 BRACING SPACED MAX. 5'-C" O.C. 0 & VERT. REINF. PER PLAN Lot FLOOR TRUSS TO MASONRY WALL 11 /01/2023 r1 FLOOR TRUSS TO MASONRY WALL 1 1 /0112023 LTM-010 NOT TO SCALE LTM-020 2x FRAME WALL PER PLAN. CONT. STRUCTURAL SHEATHING 8 2x FRAME WALL P41NSTRUCTURAL SHEATHING & 2x PLATE wl (2)16d NAILS @ 16" O.C. ATTACHMENT PER PLAN, CONT; CONT 2x PLATEATTACHMENT PER PLAN, CONT. FLOOR SHEATHING $ ATTACHMENT - THROUGH FLOOR SECTION— NAILS THROUGH FLOOR SECTION*** 7\PER GENERAL NOTES FLOOR SHETRUSS/JOIST PANEL EDGE NAILING ATTACHPER PLAN GENER pANEL EDGE NAILING TRUSS/JOISTBEAM/GIRDER PER PLAN PER PLANBEAM/GIRDER PER PLAN PANEL EDGE NAILING EATHING PANEL EDGE NAILING ER PLANNOTE: *** NOTE: ILO CONT. WALL SHEATHINGILO CONT. WALL SHEATHING INSTALL SHEATHING PER INSTALL LSTA15 STRAP EA STUD,LSTA15 STRAP EA STUD. CORNERS & PLAN CORNERS & FLANKING ALL OPENINGS- TRUS/JOIT CONNECTION TO FLANKING ALL OPENINGS. CENTER CENTER STRAP ATTOP OF BEAM/GIRDER BEAM PER MANUF. STRAP ATTOP OFBEAM/GIRDER Loy 2-STORY CONNECTION AT BEAM 11/0, /2023 Loa 2-STORY CONNECTION AT BEAM 11/01/2023 NOT TO SCALE LGG O70 NOT TO SCALE LGG . 2x FRAME WALL PER PLAN, CONT. 2x PLATE w/ (2)16d NAILS @ 16" O.C. 2x RIBBON wTRUSS / (2) 1 Od NAILS @ EA. FLOOR SHEATHING & ATTACHMENT 77 COD NUT, OR THREADED PER GENERAL NOTES CUT ROD CUT TO LENGTH TRUSS PER PLAN w/ (2)10d TOE NAIL TO TOP PLATE 1 /2" ALL -THREAD @ 32" SHEATHING PER PLAN O.C. @ ALL CORNERS AND FBhRAMWBLI mo" �� FLOOR TRUSS/JOIST TO FRAME WALL 11 /30/2023 MOD-RB(LGW-020) BEARING STUDS TO BOND BEAM D LL� FRAME WALL PER. PLAN OLD DOWN CONNECTION PER PLAN V/ ANCHOR BOLTS OR EPDXY ANCHOR �/6" MIN. EMBED. (EXPANSION BOLTS RE NOT ALLOWED) X BOTTOM PLATE PER PLAN X BLOCKING @ EA. BEG. TIED PER PLAN AS SHOWN IE-ENGINEERED 4USS/JOIST PER PLAN CMU WALL, BOND BEAM & -HT_ REINF. PER PLAN TAIL 2/28/2022 LGM-260 2X FRAME WALL PER PLAN, CONT. �V Zx PLATE w (2)16d NAILS 16" O.E. FLOOR SHEATHING & ATTACHMENT LSTA12 EA. TRUSS VERTICAL @O PER GENERAL NOTES BEND @ BOTTOM PLATE FIELD FRAME 2X4 KNEE WALL OR PRE-ENG FLOOR TRUSS, STUDS @ 24" O.C., TOE NAIL BOTTOM PLATE/CHORD w/ 10d NAILS @ 6" O.C. LSTA15 @ EA. VERTICAL, BEND TRUSS / JOIST PER PLAN Y @ BOTTOM OF TOP PLATE SHEATHING PER PLAN 2z FRAME WALL PER PLAN �1 FLOOR TRUK JOIST TO FRAME WALL 12/17/2021 VJ LG W-030 2x4 LEDGER OR TRUSS TOP CHORD w/ (2)12d NAILS TO EA STRUCTURAL SHEATHING & 2x4 LEDGER OR TRUSS TOP STRUCTURAL SHEATHING & STRUCTURAL SHEATHING & WALL STUD (MAX. 16" O.C.) STRUCTURAL SHEATHING & GONT. 2x4 BLOCKING/LEDGER w/ (3) Od @ EA STUD &TOE ATTACHMENT PER PLAN, CONT. CHORD w/ (2)12d NAILS TO EA WALL STUD (MAX. 16" O.C.) ATTACHMENT PER PLAN, CONT CONT. 2x4 BLOCKING/LEDGER ATTACHMENT PER PLAN, CONT. STRUCTURAL SHEATHING ATTACHMENT PER PLAN, CONT. NAILED TO EA TRUSS THROUGH FLOOR SECTION THROUGH FLOOR SECTION w/ EA STUD &TOE THROUGH FLOOR SECTION & ATTACHMENT PER PLAN THROUGH FLOOR SECTION STRUCTURAL SHEATHING 2x FRAME WALL PER PLAN, T@ NAILED NAILED TO EA TRUSS. 2x FRAME WALL PER PLAN, CDNT. - 2x FRAME WALL PER PLAN. CONT. STRUCTURAL SHEATHING 2x FRAME WALL PER PLAN. &ATTACHMENT PER PLAN CONT. 2x PLATE w/ (2)i6d 2x PLATE w/ (2)16d NAILS @ I . O.C. 2x PLATE w/ (2j16d NAILS @ 16" O.C. &ATTACHMENT PER PLAN CONT. 2x PLATE w/ (2116d NAILS @ EA TRUSS NAILS @ EA TRUSS STRUCTURAL SHEATHING FLOOR SHEATHING& ATTACHMENT FLOOR SHEATHING & ATTACHMENT CONT. 2x4 RIBBON CONT. 2x4 RIBBON & ATTACHMENT PER PLAN PER GENERAL NOTES. PER GENERAL NOTES FLOOR SHEATHING & FLOOR SHEATHING & ATTACH M ENT PER GEN. NOTES ATTACHMENT PER GEN. NOTES I TRUSS. PER PLAN - PRE -ENO ROOF TRUSS PER TRUSS PER PLAN P CHORD BEARING 2x KNEE WALL OR MR, STRAP PER PLAN 2x KNEE WALL OR -E-ENG ROOF TRUSS PER TMANUF., - PRE-ENG ROOF TRUSS PER - TOP CHORD BEARING PRE-ENG TRUSS PER PLAN TRUSS BOTTOM CHORD OR 2x LEDGER PRE-ENG TRUSS PER PLAN STRAP PER PLAN TRUSS PER PLAN MANUF., STRAP PER PLANTRUSS PERPLAN PRE-ENG ROOF TRUSS PER 8" CMU WALL, BOND BEAM w/ 10d NAIL TO EA VERTICAL & TO 8" CMU WALL, BOND BEAM ()2x6 LEDGER wl 1 /4" x 5" CONT. 2x4 RIBBON TRUSS BOTTOM CHORD OR CONT. 2X4 RIBBON MANUF., STRAP PER PLAN & VERT- REINF. PER PLAN BOTTOM PLATE/CHORD @ 1 fi" O.C. & VERT. REINF. PER PLAN SDS SCREW TO EA TRUSS 2x LEDGER w/ (2110d NAIL (2) 2x6 LEDGER w/ 1/4" x 5" VERTICAL & TO BOTTOM 8" CMU WALL, BOND BEAM TO CONT. RIBBON @ 16" O.C. 8" CMU WALL, BOND BEAM SDS SCREW TO EA TRUSS PLATE/CHORD @ 8" O.C. & VERT. REINF. PER PLAN & VERT. REINF. PER PLAN & TO RIBBON @ 8" O.C. **NOTE_ DETAIL L01 IS REQUIRED TO ACCOMPANY THIS DETAIL "NO E DETAIL L01 IS REQUIRED TO ACCOMPANY THIS DETAIL "NOTE: DETAIL L02 IS REQUIRED TO ACCOMPANY THIS DETAIL "NOTE: DETAIL L02 IS REQUIRED TO ACCOMPANY THIS DETAIL FLOOR TO MASONRY WALL @ LOW ROOF 2/28/2022 rL1 FLOOR TO MASONRY WALL @ LOW ROOF 2/23/2022 %1 FLOOR TO MASONRY WALL @ LOW ROOF 12/17/2021 �1 FLOOR TO MASONRY WALL @ LOW ROOF 12/17/2021 _ LIJ ' NOT TO SCALE LTM-1,0 �JNOT TO SCALE LTM-120 NOT TO SCALE LTM-130 .NOT TO SCALE LTM-140 STRUCTURAL SHEATHING & ATTACHMENT PER PLAN, CONT, STRUCTURAL THROUGH FLOOR SECTION CONT 2x4 BLOCKING/LEDGER SHEATHING 2x FRAME WALL PER w/ (3)10d @ EA STUD & TOE CONTINUOUS PLAN, CONT. 2x PLATE wl NAILED TO EA TRUSS 2. STTU�WP (2)16d NAILS 16" C.C_ PL/Fi)FR®� .@ BEAM/GIRDER PER PLAN STRUCTURAL SHEATHING & ATTACHMENT PER PLAN C COS FLO. A FLOOR SHEATHING 8. PER PLAN ATTACHMENT PER GENERAL NOTES EDGE NAIL SHEATHING TRUSS/JOIST TRUSS/JOIST PER PLAN PRE-ENG ROOF TRUSS PER PER PLAN MANUF, HTU26 OR HANGER SHEATHING PER PLAN SHEATHING PER PLAN PER MAUNF., U.N.D. BEAM OR EDGE NAIL SHEATHING FLOOR TRUSS GIRDER — NOTE: ILO CONT. WALL SHEATHING INSTALL LSTA15 STRAP EA STUD, CORNERS & FLANKING ALL OPENINGS. CENTER STRAP AT TOP OF BEAM/GIRDER L1 s 2-STORY CONNECTION AT BEAM 8/18/2022 NOT TO SCALE LGG-160 214 BLOCKING BETWEEN EA TRUSS (OR CONTINUOUS AS /TRUSS ALLOW) w/(3) 11 Od TOE �( WTR P tLE TO EDGE NAILING PER DETAILS „tllSSES 1- i/41x5" SDS @ \ EA TRUSS HTU26 OR �HpALNIGER APNER�F *NOTE: ,p,V�HNFi1VE TO THEWA RING BEING CONTINOUS TO THE BEAM BELOW IS TO USE LSTA12 @ EA STUD ABOVE TO BEAM BELOW L1 a 2- STORY CONNECTION AT BEAM W/ LOW ROOF MOD (5/10/2022) NOT TO SCALE LGG-184(IEA50) O0O Fieldstone C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERING: 29349 ❑ IBRAHEM ELAYEB, PE P.E.# 91476 ■ BENJAMIN NIESE, PE P.E.# 86025 10/28/2024 r%ATC No.8 -�0 STATE OF ?� '•F40RID�'•' is10NAL Michigan 3400 Auburn Rd Suite 200 Auburn Hills, MI 48326 +1 248.622.4035 Florida 12906 Tampa Oaks Blvd. Suite 150 Tampa, FL 33637 +1 813.466.3310 www. fieldstoneae. corn CD 0 Y J ED O o W� ~ z J w J M W Q W _J z — 0 CC LL W < W O w fr >-0 Q to J U ¢ 2 U) C7 cc 00 = W 00 a N co W � N O L DRAWN BY: I FAE VERSION: 5.0 SHEET NAME DETAILS - FLOOR SHEET # S4.3 12 INTERIOR STRUCTURAL SHEATHING, REFER TO R11/S4.1 FOR NAILING & OTHER REQUIREMENTS INSULATION AS PER SPEC. PRE-ENGINEERED ROOF TRUSSES REFER TO TRUSS MANUF- DM ASPHALT ROOF SHINGLE (OR TILE PER SPEC.) TRUSS STRAP PER ROOF FRAMING PLANS ON S3.1 & DETAILS ON S4.1 SHEETS FASCIA PER COMMUNITY SP€ SOFFIT PANELS < 2'-0' MIN, 2X2 VERTICAL BRACE @ 24" O.C. MAX SPACING. ATTACH TO EA ROOF TRUSS W/ (2) 8D NAILS. MIN. 2X2 HORZ BATTEN, IF REQ'D PER MANUF. ATTACH TO EA VERT. BRACE W/ (1) 1OD NAIL (24" O.C. MAX SPACING) PANEL ATTACHMENTS PER MANUF. MIN. 2X2 VERTICAL BRACE @ 24" O.C. MAX SPACING. ATTACH TO EA ROOF TRUSS w/ (2) 1Od NAILS. MIN. 2x4 HORZ BATTEN, IF REQ'D PER MANUF. ATTACH TO EA VERT. BRACE w/ (2) 1Od NAIL (24" O_C. MAX SPACING) EXTERIOR -IPANELATTACHMENTS / PER MANUF. - WALL CONNECTION PER FOUNDATION PLANS ON S1.1 _ AND DETAILS ON SY 0 SHEETS 2-0" < SOFFIT PANELS < 3'-0" 0'-0" FIN. FL. INSTALL MID -SPAN BLOCKING (BATTEN) - FINISHED GRADE WHEN REQUIRED BY MANUFACTURER - MONOLITHIC FIND., PER FOUNDATION PLANS ON S1.1 AND DETAILS ON S1.0 SHEETS SOFFIT & OVERHANG PER SPEC. BOND BEAM PER FIRST FLOOR LINTEL PLANS ON S2.1 & DETAILS ON S4.2 SHEETS WALL CONSTRUCTION PER FIRST FLOOR LINTEL PLANS ON 82A AND DETAILS ON S4.2 SHEETS. sot TYPICAL I STORY WALL SECTION 09/1212024 NOT TO SCALE WSM-012 INTERIOR STRUCTURAL SHEATHING, REFER TO FIT 1/S4.1 FOR NAILING & OTHER REQUIREMENTS INSULATION AS PER SPEC, PRE-ENGINEERED ROOF TRUSSES. REFER TO TRUSS MANUF. DWG ASPHALT ROOF SHINGLE (OR TILE PER SPEC.) TRUSS STRAP PER ROOF FRAMING PLANS ON 53.1 & DETAILS'ON S4.1 SHEETS - FASCIA PER COMMUNITY SPEC- - SOFFIT & OVERHANG PER SPEC. - BOND BEAM PER FIRST FLOOR LINTEL PLANS ON SZ1 & DETAILS ON S4.2 SHEET - PRECAST LINTEL PER FIRST FLOOR LINTEL PLANS ON S2A & DETAILS ON S4.2 SHEETS - OPENING w/PRECAST SILL PER PLAN - WALL CONSTRUCTION PER FIRST FLOOR LINTEL PLANS ON SPA AND DETAILS ON S4.2 SHEETS EXTERIOR - WALL CONNECTION PER FOUNDATION PLANS ON SIA AND DETAILS ON Si.O SHEETS 0'-0" FIN. FL. - FINISHED GRADE - MONOLITHIC END., PER FOUNDATION PLANS ON STA AND DETAILS ON S1.0 SHEETS \TYPICAL 1 STORY WALL SECTION 09/12/2024 VL NOT TO SCALE WSM-021 2x LETINTHRUST BLOCK 2X12 STAIR STRINGER w/ (8)10d (0.148"x3") NAILS (2) 2XB BEAM TO WOOD FRAMING OR (3)1/4"x2-3/4"CONCRETE STAIR LANDING_ STAIR LANDING_ SCREWS TO SLAB ELEV. & SIZE E. & SiZE 2X12 STAIR PER ARCH. PER ARCH.. STRINGER 0. PLANS PLANS (2) 2X8 BEAM 2X6 FLOOR JOISTS @ 16" O.C. 2x LEDGER ATTACHED TO 2X6 FLOOR JOISTS TO BEAM w/ LUS26 HANGERS (2) 2XB HEADER W/ (2)16d @ 16" O.C. TO BEAM NAILS @ &' O-C., STAGGERED w/ W826 HANGERS TOP OF FLOOR TOP OF FLOOR ELEV. PER PLANS A35 CLIP EA STRINGER TO ELEV: PER PLANS _-- -- 2X LEDGER. MAX. NAILING TRUSS/JOIST PER MANUF. FLOOR TRUSS PER MANUF. FLOOR TRUSS FLOOR GIRDER/RIM CENT. 2X BAND BOARD W PER MANUF. PER PLAN \ (4)1Ed NAILS TO EA TRUSS 2x6 LEDGER ATTACHED TO STRINLSC GER BACKER 2x6 LEDGER ATTACHED TO FLOOR TRUSS wl 10d NAILS 2x BAND W (2H0d NAILS @ 3" O.C. ALONG BOTTOM @ 4" D.C. STAGGERED CHORD AND ALL WEBS 1 1/2' MIN. 10"MIN GRASPABLE HANDRAIL; 11/2"MIN. TREAD 11/q"MIN -T011/2" MAX. DIA. HANDRAIL BRACKETS TO BE CONNECTED TO RETURN HANDRAIL Q LL FRAMING PER MANUF INTO 1. BACKER BD I�i- 2' r'Ik z RECOMMENDATIONS /4" - 11/4" NOSING LLO 9'YG GREATEST VARIANCE S -1I LARGEST Fqy, TREAD AND SMALLEST TREAD SHALL NOT BE SECT1OtJ PLAN GREATER THAN 3/8 GREATEST VARIANCE BETWEEN TALLEST RISER AND SHORTEST HANDRAIL REQUIREMENTS RISER SHALL NOT. BE GREATER THAN 3/8" s 1 o TYPICAL STAIR DETAILS 11/01/2023 WSG101 2 PER ELEV. INSULATION AS PER SPEC. STRUCTURAL SHEATHING, REFER TO FIT /S4.1 FOR NAILING & OTHER REQUIREMENTS OTS ASPHALT ROOF SHINGLE MIN. 2X2 VERTICAL BRACE (OR TILE PER: SPEC.) @ O.G. MAX SPACING. ATTACH TO EA ROOF TRUSS STRAP PER ROOF \ TRUSS W/ (2) BD NAILS. FRAMING PLANS ON S3.1 & I MIN. 2X2 HORZ BATTEN, DETAILS ON S4,1 SHEETS IF REQ'D PER MANUF. TOP OF WALL ATTACH TO EA VERT. (REFER TO ELEV.) I / BRACE W/ (1) 1DID NAIL (24" O.C. MAX SPACING) FASCIA PER COMMUNITY SPEC- PANEL ATTACHMENTS / PER MANUF. SOFFIT &OVERHANG PERSPEC. j PRE-ENGINEERED ROOFTRUSSES, REFER TO TRUSS MANUF. DWGS SOFFIT PANELS < 2'-0" STRUCTURAL SIT FATHING, REFER TO WEL'S42 FOR NAILING \ MIN."VERTICAL BRACE AND OTHER REQUI REMEN \� G FLOOR JOIST OR TRUSS SYSTEM & DIRECTION PER STRUCTURAL FLOOR CONNECTION PER FLOOR FRAMING PLANS ON S3.1 AND DETAILS ON S4.3 SHEETS RIM BE. OR TRUSS PER FLOOR FRAMING PLANS ON S3.1 AND DETAILS PROVIDED ON S4.3 SHEE 924 O.C. MAX SPACING ATTACH TO EA ROOF TRUSS w/ (2) 1 Od NAILS. MIN. 2x4 HORZBATTEN, IF REO'D PER MANUF. ATTACH TO EA VERT. BRACE w/ (2) 10d NAIL (24" O.C. MAX SPACING) PANEL ATTACHMENTS PER MANUF. ( Y (REFER I ELEV.) 2'-0" < SOFFIT PANELS < 3-0' INSTALL INSTALL MID -SPAN BLOCKING (BATTEN) TOP OF CMU WHEN REQUIRED BY MANUFACTURER (REFER TO ELEV.) BOND BEAM PER FIRST FLOOR LINTEL PLANS ON S2.1 & DETAILS ON S4.2 SHEETS INTERIOR IIrjI EXTERIOR WALL CONSTRUCTION PER FIRST FLOOR LINTEL PLANS ON S2.1 AND DETAILS ON S4.2 SHEETS ' WALL CONNECTION FIR FOUNDATION PLANS ON S1.1 AND DETAILS ON S1.0 SHEETS F` Y-0" FIN, FL. FINISHEDGRADE MONOLITHIC END., PER FOUNDATION PLANS ON 81.1 AND DETAILS ON S1.D SHEETS aTYPICAL 2STORYWALLSECTION 09/12/2024 T TO SCALE WSG-043 A35 CLIP EA 1IP�ROOIt A35 CUP EAR NT CIF_ STRINGERTOEDGER, PLANS LA SPER STRINGERLEDGER, PLANS ER GIRDER/RIM PLANS ER MAX. NAILING MAX. NAILING FLOOR TRUSS FLOOR TRUSSIST 15MV.P,NWAND EBRI18BNiER ATTACHEDF.BOARD W/ (4HW TO FLOOR TRUSS w/ IOdP @L�IL�ELT$LiOATTACHEO NAILS @ 3" O C ALONGERTOLE,%ANDw/ (2HOU! BOTTOM CHORD AND ALLR WEBS NAILS @ 4" O.C. 1TYPICALSTAIR DUAILSSTAGGERED 2/2R/2022 Jx.. WSG 102 (2) 2X8 BEAM 2x LET IN THRUST BLOCK w/(6)1Od (0_14SN3"j NAILS iRf11LY7.D �'W LVDIG TO WOOD FRAMING OR ELEV. &SIZE 2X12 STAIR ELEV. 8 SIZE 2X12 S a2 TAIR i3)114"-3/4"CONCRETE PER ARCH. STRINGER PER ARCH. PLANS 2x LEDGER PLANS STRINGER SCREW LAB ATTACHED TO (2) 2X8 BEAM 12) 2X8 HEADER 07(L61f7FY1114¢6 2X6 FLOOR JOISTS C90(00G. TO BEAM @ 16" O-C. TO BEAM 6'T9D6feROINGERS w/ LUS26 HANGERS sl TYPICAL STAIR DETAILS 11/12/2021 WSG-104 000 Fieldstone C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERING: 29349 ❑ IBRAHEM ELAYEB, PE P.E.# 91476 ■ BENJAMIN NIESE, PE P.E.# 86025 10/28/2024 DATE No. 86 _ �0 '•�. 4:_ �Q STATE OF �/� •'•F�ORiDP'••' �2� OII fit NAL W? 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 (D 0 Y _J m Z O J ~ W W w� Z J M Lu Q Z 0 CC W Q JO U) CC CC Lu W rn LL �J 2 LLI < 1n cc r W r0 W F_ N O Ir L- DRAWN BY: I FAE VERSION: 5.0 SHEET NAME DETAILS - MISC. SHEET # S4 .3.1 140 WINDSPEED CHARTS 140 MPH 2O23 FL- C & C Pressures ASD Game Roof Comwnenu Hip Roof Compone ms WM Components EffeaWe Wind Area Zone 1 Zane 2 Zone 3 Zone 1 2ane 2 Zane 3 Zone 4 Zane 5 A>1005QFT(Girders) L3.4 -27.4 13.4 -33.0 13.4 -37.8 13.4 -23.5 13.4 -283 134 -283 Z4.1 -Z6.5 24.1 -29.4 A <50 SQFTMind-) 14,8 -3L3 1 14.8 1 42.5 148 1 -49.5 14.4 1 -27.9 14.4 1 -35.6 14.4 1-35.6 25.3 1 -27.7 25.3 -319 A< 10 SQFT(Faeteners) 18.7 -40.2 1 18.7 1 -64.2 18.7 -76.2 21.2 1 -37.9 21.1 1 -523 211 1 -52.3 28.3 1 -316 283 -37.8 ' Components andCladding Pressures (ASD) -2023 R. Positive Ne afive Wiidth. Heieht Effective Pesswe Pressure Description tore IN Uf. Are.(ft2) (pf (esn 160700HGD 16 7 112 23.7 -26.3 80700HGD 8 7 56 24.7 -27.9 3080 DOOR 4 3 8 24.0 26.8 -29.2 3068w/3(ISOTR 4 3 8 24:0 26.8 -29.2 4 3 5.25 15.8 ZT6 -29.9 iH H ENDS 3 5.25 15.8 27.6 -36.4 H 4 4.5 4.25 19.1 27.1 -29.5 2668 DOOR 4 2.5 6.67 157 27.4 -29.8 EO68 DOOR 4 6 6.67 4Q0 25.8 -28.2 60685GD 4 6 6.67 40.0 25.8 -28.2 30505H 4 3 5 15.0 Z7.7 -30.0 30505H ENDS 3 5 15.0 27.7 -36.6 244OSt1 4 2.33 4 9.3 28.3 -311.6 LEGEND Q 8x8 FILLED CELL W/ (1) - #5 REBAR ....... BEAMS FM7 7 8x8 FILLED CELL W/ (1) - #7 REBAR HEADER - WIDTH TO MATCH WALL GIRDERS 8x8 FILLED CELL W/ NO REBAR REOD _____________ PLUMBING WALLS (FOR REFERENCE) BEARING/SHEAR WALLS (FOR REFERENCE) lop45° OMU - FILL CELLS W/ #5 REBAR ROOF BLOCKING FILLED CELL W/ #4 REBAR ❑12x12 ■ (IN WALL) BALLWALLOON FRAMED 12x12 FILLED CELL W/ #4 REBAR S//HIGHER BEARING WALLS (IN COLUMN) CONCRETE TIE BEAMS ELEV ELEVATION INDICATOR ® PLUMBING PENETRATION FOR DETAIL INDICATOR 9IX FRAMING LAYOUT HDR SIZE LINTEL OR WOOD HDR DESIGNATION OPEN SIZE (ALL WOOD HDR'S TO BE (2) PLY U.N.O.) <ix- BRACED WALL LINE 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 EQ EQUAL MIN MINIMUM ATR ALL THREADED ROD ES EACH SIDE MISC MISCELLANEOUS BLK BLOCK EW EACH WAY MO MASONRYOPENING EL -KG BLOCKING EXP EXPANSION NOM NOMINAL BOF BOTTOM OF FOOTING EXT EXTERIOR NTS NOT TO SCALE BOT BOTTOM FD FLOOR DRAIN OC ON CENTER BRG BEARING FUN FOUNDATION OPNG OPENING BTWN BETWEEN FIN FINISH OPP OPPOSITE CANT CANTILEVER FLR FLOOR PEN PLYWOOD EDGE NAILING CL CENTERLINE FN FIELD NAILING PLYWD PLYWOOD CIP CAST IN PLACE FT FOOT / FEET REINF REINFORCING/REINFORCEMENT GJ CONTROL JOINT GALV GALVANIZED REQD REQUIRED CLR CLEAR GDR GIRDER RO ROUGH OPENING CMU CONCRETE MASONRY UNIT GRID GRADE SC STUD COLUMN COL COLUMN GWB GYPSUM WALLBOARD SHTG SHEATHING CONC CONCRETE GYP GYPSUM SIM SIMILAR CENT CONTINUOUS HD HOLD DOWN SP SOUTHERN PINE #2 OR BETTER DBL DOUBLE HDR HEADER SPF SPRUCE FIR FIR #142 OR BETTER DIA DIAMETER ILO IN LIEU OF TYP TYPICAL DWG DRAWING IN INCH LINO UNLESS NOTED OTHERWISE jx1III111/ ORO Fieldstone p ' C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERING: No. 8 _ 29349 0 IBRAHEM ELAYEB, PE =.0 4: P.E.# 91476 ■ BENJAMIN NIESE, PE : O STATE OF P.E.# 86025 1 ODATE 24S/11NA�- o'? FASTENERS ALLOWABLE LOADS CONNECTOR QTY TYPE GRAVITY (Ibs) LO 1.0 UPLIFT (Ibs) Pl 1.6 LATERAL (8x) @ 1.6 META16 8 0.148"x1-1/2" - T450 F1:340 F2. 770 HETAi6 9 0.148"x1-1/2" - 1810 F1. 340 F2: 770 (2)META16 1- 10 0.148"x1-1fl" - I875 F3:680 F2 : 770 (2) METAI6 2- or 3-pty 14 0.162"x3-1/2" - 1795 F1 : 1285 080 Q) HETA16 1- 10 0.148"x1-1/2' -- 1920 F1:680 F2 : 770 (2) HETA16 2- or 3- 12 0.162"x3-1/2" -- 2365 F1. 13SO F2 : 1430 HSTM16 8 0.148"x1-1/2" 1110 F1-120 F2 : 90 4 1/4"xl-3/4" CONC SCREW LGUM28-2 6 3 8' x4' TITEN HD 8250 2435 6 1/4"x 2 1/2" SDS SORE W MSTC28 36 0.148"x314' 34W MTS12 14 0.148"x1-1/2" 990 2 MTS12 28 0.148"xl- 1980 MTS16 14 0.148"x1-1/2" 990 HU210-2 18 1/4"z23/4"CONC SCREW 3500 I" 30 1 0.148" z 3" HTS16 32 OALS"xl-1/2" 2,890 2 HTS16 16 0.148"xl- 2" 1310 HTS20 24 0.148"xl-1/2" 1310 LSTA12 10 0.148"x2-1 925 LSTA38 14 0.148'x2-1/2' 1235 LSTA30 22 0.148"XZ-1/2' -- 1640 -- MSTA24 18 0.148'X2 2^ -1329-- (2)MSTA24 36 0.148"X21/2" MSTA36 26 0.149" X 2 2" --MSTA30. (2)MSTA3.6 52 0.148" X 21/2' 22 0.148'k2- MSTC28 36 0.148"x 31/4"MSTC5262 0.148"x3-1/4" MSTAM24 5. 1 1 X 21/4' MSTAM36. 13 0.148"X 3" 1,870 -- 8 1/4" X 2 1/4' (2) MSTAM36 2fi 0.148" X 3"3740 16 1 4" MSTCK440 30 1/4-x2-1/4" CONC SCREW -- 2800 - 14 0.148"X3-1/4" MGT 22 0.148"x3" 3965 F1.775 F2: 525 1 5 8"ATR HGT-3 16 0.148"x3" -- 10,790 -- 2 314"ATR VGTR or L 1 :" ATR 2225 F1. 650 F2:630 16 1/4'k3' SIDS VGTR/L 2 ^ATR' - S54S F1: 650 F2:630 32 1/4'k3"SDS VGT 1 5 8" ATR 4-Fl : 1185 F2. 590 16 1/4'k3" SDS Q)VGT 2 5/8"ATR 7185-2ply 9890, 3 F1:1185 F2: 590 32 1 4"x3" SD S DTT22 1 8 1/2^ ATR 4N3"SDS Y825-2x4 min 2145- 2 2x4 min HTT4 1 5/8" ATR _ 3610 -- 18 1 0.148"O- HTTS 1 5/8-ATR 26 0.148"x3' HTT5KT 1 5 8"ATR _ 5445 -- 26 SD #10x2-1/2" ABU44Z 1 5/8" ATR 7570 1900 -- 12 0.162"x3-1/2" ABUG6Z 1 5/8"ATR IS205 2475 -- 12 0.162"x3-1/2" R2.5A 10 0.131"x2-1/2' - S65 F1: 110 F2: 110 H10A 18 0.148x1-1/2" - 1340 Ft.565 F2. 285 H10A-2 18 0.148"xl-1/2" -- low F1.680 F2:260 HUC49 14 1/4"x2-3/4"CONC SCREW 3500 1335 -- 6 0.14SN3" HUC414 24 1/4N2-3/4" CONC SCREW SOBS 2015 -- 12 0.142IN3" LU526 4 0.148"x3' 865 1165 -- SPH4 12 0.148"x1-1/2" - Sid'S40 Center:1280 - DTC CIipS 4 3/16"x M3 ' CONC SCREW - F1.85 F2: 135 Z 0.131"x2-i/2" A35 12 0.131"x1-1/2" _ __ F1:650 FZ: 670' SDWC156M 1 SDWC156W __ 615 F1: 130 F2: 2Z5 SDWC15450 I SDWC15450 295 1`2: 150 HTU26 20 0.162"z3-1/2" 3" 12SO -- 14 0.148'x3' LGU3.63-SDS 11 6,720 5,555 -- 2 i4"X22U/22" HDU8-SDS2.S 1 718"ATR 7,870 -- 20 1/4" X 21/2" 5DS HDUII-SDS2.5 1 1" ATR _ 11,175 -- 30 1/4"X 2 1/2" SDS THD26 20 0.162"x 3" 2940. 3240 -- 20 0.148" x 11/2" TH 28-2 29 0.162" x 3" 4310 4860 - 16 OA48"x 3" 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 )- 0 N 0 F Lu LO Z J J W J Q err V W LU J z - 0 O LL Q C0 LU Cn EL -1 J r U a o= CMS } LLI o OD <L cC] W N L DRAWN BY: FAE VERSION: 5.0 SHEET NAME REFERENCE CHARTS SHEET # S5.1 I I .. I rz fifff--'���-T-�-1 -I-T i T-T i T--i "-IT_ I ,