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37955 Dusty Saddle Ln
Met t)EY80R9JT ,7q 510 - E1SEN110WER1VcMuiiA �p I IL 106 Garage Left - Elevation K3PA ff- k ibs-� SHEETINDEX NUMBER: SHEET NAME: NUMBER: SHEET NAME: CS COVER SHEET CS-3 SQUARE FOOTAGE CALCULATIONS F-10 FOUNDATION - SLAB PLAN E-I.0 ELECTRICAL PLANS - FIRST FLOOR E-2.0 ELECTRICAL PLANS - SECOND FLOOR A-1.0 FIRST FLOOR PLAN A-2.0 SECOND FLOOR PLAN P-m.l PLUMBING RISER DIAGRAM A-32 MISC DETAILS A-33 MISC DETAILS A-3.4 MISC DETAILS A-330 FRONT / REAR ELEVATIONS K / ROOF PLAN A-331 SIDE ELEVATIONS K A-40 BUILDING SECTIONS GENERAL NOTES THE STANDARD GENERAL SPECIFICATIONS FOR AMERICAN HOMES 4 RENT a AMH DEVELOPMENT SHALL GOVERN EXCEPT AS MODIFIED a SUPPLEMENTED BY THESE PLANS. THESE PLANS HAVE BEEN DESIGNED TO MEET THE REQUIREMENTS OF, 2020 FLORIDA BUILDING CODE, RESIDENTIAL, 1th EDITION OCCUPANCY: 113 CONSTRUCTION TYPE: VB CEILING CON8TRl1CTiON, L THE GARAGE SHALL ISE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2 INCH 02.1 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS 814ALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8 INCH (15.9 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IB A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO ISE PROTECTED BY NOT LESS THAN 1/2 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT. EXTERIOR FINISHES: THIC'KNE88 OF TEXTURED FINISH OVER FRAME APPLICATION SHALL BE PER FBC. R103.12 AND ASTM C926, INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REOUIREMENTB TO BE PER F$C. R103.11 AND ASTM C 063. EQREP_,F_,: I. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE 18 NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM. 2. IN DUELLING UNITS WHERE THE OPENING OF AN OPERABLE WINDOW 18 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW 614ALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OPERABLE SECTIONS OF 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 F15.C. R6122 FLASHING: I. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL C 4ANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. 2. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMIN. COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER (R103.4). WINDOW INSTALLATICN: I. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOWL PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION I. INSTALL 2x4 BLOCKING AT TOILET PAPER AND TOWEL BAR LOCATIONS, SEE DETAILS. KITCHENS: I. INSTALL 2X6 BLOCKING AT 88" AFF, ON CENTER FOR UPPER CABINET INSTALLATION. TUB AND SHOWER AREAS: I. CEMENT, FIBER -CEMENT, OR GLASS HAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM CI286, C1325, OR CIi18 AND INSTALLED WITH •6 x 1-1/14" DAGGERZ PHILIPS WAFER HEAD CEMENT BOARD SELF DRILL SCREWS W/ COATING SHALL BE USED AS BACKERS FOR WALL TILE N TUB AND SHOWER AREAS, AND WALL PANELS N SHOWER AREAS. TERMITE TREATMENT: TERMTE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED MET44008 OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." I. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE MECHANICAL ENGINEER AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEN. INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL BIDE TO SERVICE AN APPLIANCE. ENERGY REtaUIREMENT SCHEDLLE EXTERIOR WALLS (FRN'E) R-13 EXTERIOR ".1.8 (E1.000 4.1 FOIL ATTIC CEILING R-36 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. S. AUXILIARY DRAIN PAL CATEGORY IV CONDENSING APPLIANCES 844ALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M14113- I. OUTDOOR DISCHARGE THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING. 3. DUCT LENGTH. THE MAXIMUM ALLOWABLE EXHAUST DUCT LENGTH SHALL BE DETERMINED BY ONE OF THE MET14008 SPECIFIED IN SECTIONS 141502.45.1 THROUGH MISM.453. THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE 35 FEET FROM THE CONNECTION TO THE TRANSITION DUCT FROM THE DRYER TO THE OUTLET TERMINAL. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 25 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1324 mm) FOR EACH So DEGREE M6 RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FAN IS INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANFACTURER'8 INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN 16 INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER IS LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL 844ALL BEAR THE WORDS "THIS DRYER EXHAUST SYSTEM IS EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." 4. PROVIDE BACK DRAFT DAMPERS AT INTAKE AND EXHAUST LOCATIONS AS REQUIRED BY F.B.C. NTH EDITION - RESIDENTIAL CHAPTER 15. ISSUED: 10/10/2 VERSION: 5.0 SQUARE FOOTAGE AWASBET MANAR EMM OM Fi. HEATED AREA Sq. Ft MAIN LEVEL 10-m SECOND LEVEL 1220 TOTALAWSQFr OWC11111111101 22W ME 1140DOL00Y: MIST Zf862003 The total area ealoulated from the outaldsdo•outside of framing, Induding optlond finished baaemerd opbons as shown. This area excludes stairwell at highest level above grade, garage, owered pabo/porches. ALL �NC'R BHA'._:_ Co} ,IJP! Y CODES F!'-O IDA BUILDING NATic)NL ELECTRIC CODE, AND THE CIV CR'INANCE$ n r ' w T 'tlx� R t SCM MGRUnM FM MY TRC111M EU31M (TO BE �BY CF C 46haICRKN"Ll. RdCEW mmCORE=m N J N O Cc O Z U N �Wa co f/) ` Z M 05< 0 we J cr 000 ca:nt� a U. W ca r co O �} R LI17 cc ) N N L YmuR I M VERSION: 5.0 6lllr COVER SFIEET SRI SQUARE FOOTAGE CHART ELEVATION 'W ® I �1 id 00 I I I I I I 1 I I I I I I I I I SQUARE FOOTAGE SQUARE FOOTAGE SQUARE FOOTAGE SQUARE FOOTAGE CONSTRU IMAREACALCWATION HEATED I CONSTRUCTION AREA Sq. Ft MAIN LEVEL IOTi SECOND LEVEL 1214 TOTAL HEATEMONSTRUMON AREA (Md CmwQ 22M IEIH)DOLOGY.* AW Z?8IlI, 0.7 The total area caladeted from the adslde4omuWde of frsdm opftW TiMshed basement op#om as sho— This area excludes stalrweE at highest level above grade. garage, oovered patlo/porolm. BUILDING ENVELOPE AREA (ALL AREAS UNDER ROOF) Sq. Ft GARAGE 411 FRONT COVERED PORCH TT TOTAL MM DM EMI M PWCMQ 2M COVERED LANAI 1 120 UEnoxxOOY BrildfnY Emrakpo Mee: The total use calalated. WwW rig Hsated/CaiNuodon area as almided. and also induding garage, covered ped000rches. MAXIMUM DEPTH = 5-T.-O. MAXIMUM WIDTH = 351-01 **MAXIMUM BUILDING HEIGHT A.F.F. = 211-5' 00 Mal DEti8G48rt DO nor WAl! ME DRAW A YHVI CWLDHO ORW AT04 NM O@TIRAacm MO 911E PLM! mum casneChat him DRARM DO Nor CCWM 04rJE KORNT101 FOR ANY 9TR1019014 ELEfln (TO BE F"DVV® W BaiF®! OF P1150=1 MY DISOWNCr (PlIDWal9, ORENIATKFL= WUMN 14EeE DRAM MD nf AftXMTm DRAMA a" RIE 91WL BE RBYAIED T WRIFACfOR AT OHM *0 w warts "OIML Mwcm WTIL OLRECI®. 1{E COIIMM= A9a![e 1TE Rt9PatlklOT to MET ALL R'p9RM0 C! LOCAL SJUN 1 TO C&KY KM eTA RLM CCM J �m m A o�q FT, (L r 1�19egs s I�wrole J N CD M La O Cc 0 ZN v) > W Cn O —z `N5a LU 0 Cos U U) C a u. W l A � J O _ O Olt n Lf) a H LCi � N 9/WIR I m VERSION: 5.0 9R9/Rai SQUARE FOOTAGE cAtwATtoRE t9mill'a CS-3 FOUNDATION PLAN NOTES A.I. WOW SNALL BE IN STRCT C0WUMCE WITH MWNG CODE, REED WIX, ATO CaINTT BUW LNG. DEPAWENT. STRIP TOPSOIL, TREES, STIM ROOM. ETC. 9R7M ALL AREAS WERE CONSTRICTION WILL OCCUR UNO. Z'-b" 4'-0" '-4" 9'-4" '-4' FWL SIALL BE WtT C4WACTED, CLEAR WANOAxAT nATERAL: FREE OF RDOTS, OR.AX MATTER OR OTTER INTERIM WARM LOCAT0d SN= 19E WMNATED WTN TRW MMFACNRER / STRUCTURAL ENGNEER PROVIDE SOIL TWAVW AND VAPOR BARRIERS AT ALL 9LAm (NMR1m FAO Z'-0" 18'-0" OPENING 1'-8" ,4" IZ'-8" '-4" 3y,_0. PART. SLAB PLAN - ELEVATION T Lof FSERtim L LL IIICHM AI / OVER 'w0j__1&'-0" OPENIW. LANAI SLAB � M N L J Ki I VERSION: 5.0 FOIRIDATION aus PLMI F-1.0 FLOOR PLAN NOTES PRWDE U2'(MlNhM)GYPW WAFV REPARATION AT QALS *0 5W TYPE X CELWS % TIE GARAGE ADJACENT TO THE MAIN NOM *0 ATTIC ASAA WAS4W- KAOM 15 AL"Y6 LOCATED LEFT OF M DRYER LINLESO NOTED OTNMSE. ALL E)CERM WALLS AM DRAW AT a' aiu LKXM NOW aMERM ALL INTERIOR AND COMM WALLS ARE DRAIN AT 310• IE6.E98 NOTEDORIERJISE. WEADER FOR POW RDM 16 AT V-0- W/ 1-4- CLG A SECOND RDM 16 AT T-0- W W CL& 144MIL NEW WALL BE WMAIILFED VWC&LY HQW THE NMNG OF THE TREAD. (1) 6EWO SWESS WM HANDRAIL 1-1/2" MIN 1 1/2" 1.112'- MAX, I MIN. FRIETURN 't t rHANDMIL WCTI PRWDIE "COAL COMPLIANCE UN me vmu a IRO"= 4 NCR: nXis STAIR DIAGRAM ---------- LANAI 1 9'-4' CL6 AFF TO 'n-v �- CONCRETE V-10, 25 W 25W 25 SH 286b b BREAKFAST NOOK le T FAMFAMILYVINYL PLANK Room 9'-4. CIG N-0 x 61-V VINYL PLAW, IN -AND 2XG WALL 34 W. AFF lW Ir SM TOP 5 SLOPED CEILING IPM AIR Sltl� ------ Ot 3. 2'-1" [ 2 2-11" OPEN RANG p _gj(j• LP (11) WM TO 2r4 FLO 2 3 4 5 6 1 8 9 10 V-4. CIG FLAW TREADS (10. W/ 1. NO* 2'-4" ;t 1)70E W. cm 4 0 C.Ap" uAla IN M ZT 'mum 5 AWA WDRYULALL SEPARATION 0 ---------- M20MNFN) 4 & 3 13, -10'LI .. " 3 W-2Ii" 2-GAR I --------- GARAGE =1-941� I'-4'CW AFF. CONCRETE i6 ------ AUN Y I f* wx 3W n VINYL FOYES r--- ----------- I r V-4"CLO VINYL PLANK L -�M-fflmmn_ H15 3060 25W 75 S4 lb'-r z T-&OJUA%A(,E DOOR I' VERIFY NO --------- ---- FIRU R= RM - ELEVATION T nuwmw= MUVF-" -Fwr) V-4"CW VINYL FLAW 4101 A44 DEVEA"M DO Not WALE MW DR"" VlRff 0=116 ORWArAW WAN canucrom AND wm mim sum compacnaL Ties DRAIRM DO NOT UNTAIN OFECM WRMTICN FOR MY 611111GRA& MBIM (TO BE FroAm my plafm or lEiDOIDl ANY Odc"Alcr 011106aA CPWAIM FICJ AmSWQAlWW adw sm DRAWW SULL W no-olm TO WNPRACTOR AT ONCE *0 NO WNTRIXI'm SULL Fillacm LNrL ca"em 719 waWMATG&OPMINE W ALL VADINS ORRCIAA A TO Ca'KY WrN $tAM RLDM CC= 4-J Su b 0, 04 ' 7'S 'n on i V > V JA fu FLOOR FLAN NOTES FFOVVE W(MN""GTP" SOMV SEPARATION At lKa 40 rWTYK X CELFW N M GARAW ADJACENT TO M MAIN WA AND ATTIC AWEA& UAWW. MAC14DE 15 ALUYS LOCATED Ur OF M DRIER ALEN NOW OTWMW. ALL WSWR 1WU5 AM DWO AT V CM WLEN NOTED MMM ALL NTWM AND CaIMM DULLS AFRE DRAW AT 3IQ' LKEN NaW OTHMOM WADER FOR FRET RJXR 18 AT V-O'W/ T-4' CLG I SECaV RDM 15 AT T-V IW 8'= R44DPAIL WW WALL BE 36' MEAM VERTICALLY FXM M NOS M OF T14E TREAD. DENOTES EGRESS UNDOW HANDRAIL I -la" MAX I t WCTON 2LM rNOVM "%MAL IN CO-MIAWE WITH me VOILIS a m R9119iA 4 Wm falla STAIR DIAGRAM L w f9;al BATH a, cl A VNYL K APK OPT. T" - 6LAS6 MOW �01 V-10.1 0 22--5" 2'-1 300 3050 301.1 I in PRIMARY LuIr IBEDRO 14 v CLG SUITE vwrL M-" I VWVL FLAWCLG 8'-0" TRAY CL& vm I-L" I Rd 2- 1 - 7 — — — — — — — — — — — — — 'QM WAU TH 2 a, CLG Lm 30&XM 5 SH IR46 71 - LUIC: V CLO I AM MAW, V195MO,_Al!K _j , 15Z NY i Ni BEDROOM a, aG vrhm MAW aw BEDROOM 2 v ma vpm FL" 3050 1 14 01 FOWIhl W.Cw T- r'. V W-10" . -iol 10'10, -8. L SECOND RDW PLAN - ELEVATION T i-- — — — — — — — — II] w Na SCAE T�w D"am VfW OULIM OlWATM UM caamw= ac sm REP= omenucrat 1�m VANWA DO WX CWM WECM NOMTM MR 67MEVA& mDon m w FIVVM By mium OF lW4=lAaOdCPV-A'CY M M DO CA C F"AV K ZTCJ PRAMN SLU 0 AM TO CIMMiWOR AT O= AM NO rlm*Tmicra MULL MWCM mm caftm. " Ca~OR AO&M M "W'R1318L.nywMWALL peawomm cr Lam WAZ" ffFCU I TO WKY IM SrATE MxDmam ce) La Cl Cc F- CD 0 Z C14 LU CD 0 Z cr- Lu c-j o LL cn US Lu r- A 0 F --I L I VERSION: 5.01 Mom no= mm ,A-2.0 KI 0 ZZ =DIE2 I a � ROOF PLAN - ELEVAMON'M----____-- sm :iw ID ZCW I ATTIC VENTILATION: 13M 80 FT ATTIC SPACE / 160 FT VENTLATIO ) CALC"TIRtl REFLECT Sat ROM AND 50t SOFM AM 1264 SO FT IMM ROOF ATTIC / 300 SO FT / 160 FT - 421 SO FT VENTILATION SOFFIT VENT 9 SD N EACH OFF-MW VN1S 104 5Q N EA 42190 FT x Wit - :)I 00 FT NIGH, 2)160 FT LOW 21160 Ft x H4 W IN •30336 SO N FlEOFSRED 13) OFF -RIDGE VENT 104 60 N - 30 SO N LOW VERNG 2150 FT x 144 SO N -30336 60 N REMRED 30336 / 9 - 34 SOFFIT VETS (CMINLIOM VeM SOFFT) ZONE 2 ATTIC VE TL4TION: (3mm w FT ATTIC SPACE / I SD FT vemATI@U 305 80 FT L14M ROOF ATTIC / 300 SO FT / 180 FT . ID2 SD FT VENTILATION SOFFIT VENT 9 80 N EA04 LONLV� IA SD FT x 144 SO N .146ES 30 N WAU ED N6BO 19 . 16 BUFIT VENTS (CO AHM VENTED SOFFIT) ZCW 3 ATTIC YDITILATICN am is FT ATTIC SPACE / I W FT VENTILATION) CO 50 FT MER I" ATTIC / 300 60 FT / 100 FT . A0 SO FT VENTLATION BOFFIT VENT 100 N EACH LOW VE I'm Am 80 FT x 144 50 N -61I0 So N IEOWED STAO / 9 - 6 SOFFIT VENTS (CONTNM VENTED SOFFIT) Its I'll .I . ..I' ,I■.I■.I �,10 M_I I'll ■■(Ili _ � _ IIII IIII IIII IIII oil 1� 111111 11 mm IIII II�■ "_. • I � ! ICI ICI I= Im III I� � IIIImmII IinIN I I - Fes. • �� -- _ , III II ICI "___ NOW �I I ICI I I M-�. FRONT ELEVATION w OPTION 3 Smw' ii (1/0 PITCH ARCH SHNGLE ROOF ttrP) N J N M ` O co 0 F � Z N W O `ZC. a) g o C o 0 ♦U/� vMi Q 1L LL Lu AC++A W cd O � � cc a. M LL F- LL- O LU Lo co N L J VERSION: 5.0 � ONT/REAR EF.EVA'110NS G ROOF PLAN W-', 6A2 PITCH ARCH 9HWiE ROLE (ttP) 6A2 PITCH 2 'o RIGHT SIDE ELEVATION T OPTION 3 IM;� I� 6 LEFT SIDE ELEVATION T OMON 3 1�� 12 -- --l0 6A2 PITCH ARCH 814MLE ROOF (TTP) -- TOP CF FAWA _ _ - 2rd RR CEILRlG 1' C4ORM TRH ca 12 6 62 PITCH ARH lWR Or ---- (TTP1 _-- WRR CELLW. _ - - - OVOW L!E �w. 0 i! T RR ELEV DO egA CALL DE1W DR4f VOW MLIWDIG OM ATIM SIM CafrRACM NC SITE moma.RICIIcA T mN QKHC M-0RMTId FORMIT l9WCiIRIL my Sia (TO ME FMOVF W,=l er WCWAa IlOMMa ,C DIl AIMFrY (.f NIO!!� OPBIfAT1011 flG) ilElE ORAIN!! i0 DRANOW .eE R3 0N TO CRBRAl no OR AT &L Mb NO campow-mcm WILL OOIl1EC1®. THE CO-a*/MA AGO!!! AL eGrw..LLrt LOCAL Tau IRAI.ea!OC LCCJL.iDN6 CRICIALI 1 TO f STATE N6CMM eILDCOOk7 Q J m J N T f. 6m Q mO W lLl A DO�o 0 n e2ere! .nl� J N M La O Cc 0 Z U W (n O ` Z a3 5 o CLU U oo COcr W J O Ir �} O a F— Ij7 t^v2 N F L I VERSION: 5.0 wm $loe e22GVAnoRs a! -3.31 BUILDING SECTION NOTES PLEASE NOTE TIESE DETAILS AIM STWMY AWAnWTIk& RSER TO STRIMN L SIEETS FOR MORE SFOR9ATWK SECTIONS SMLAR TO OMER ELEYATM AND Off! USNG bb WMWR MIS „ 7nd FLR OEILNG UEDQS LNE I�_m+ s SECOND 0.R a let RR CEILING IIIN70W L►E a m fN FLR ELEV —Ld ILR CEILING wrlDauLlE — e SECOO F R - —M PLR CEILNG uROtfI LSE — LANAI fN 0.R ELEV — DVIWIING SECT M\ W �I! � � ClIIF>bITEq�-NLOIW � /RM PRE-MANFAMIRED TROD 61/ NSIAATKN PER FW AND ENEMY FORM �b �MMITTED WITH PEN rr APPLCCATION FRI 1ARY BATH 2 \\ n B� KITCHEN ■ Ii n II 6 FAMILY — ROOM GL. P. — I — 0"ACIFD, TERM TREATED SOL .NAFOR ATION (SEES p� ,SyT�RUCCTURA�L PLAAN�) ♦ • W ILDNOpSEC 1 M\'MR pY " R4SI)RMUgTftm-ALLRN.O WIG BREAKFAST NOOK I�12 PFEa'LwFx"'IURcD iR1SSEs �6 6 - MSULATICN PER FBC AND ENERGT FM SUBMITTED ON I EN IT APPLICATICN KITCHEN FQNDATION (SEE BARRIER STRUCTUN!AL FLAW HALL \\\ BEDROOM 2 HALL 3 fIIWI CA OEVEl01°" OONOISGYE ON I "UT VARr l MOR V SM KN Y1H COOMMEPM TORMa mE 1tw P1301E W DOT TIRI, M ORMIC WO Norra(rart S IRW M .BI IOR ANr PFOA L EIBBOS RO aE F FIWC®NT Bf3.E9! OF RY"gOl O@(UTkN, ETMD.ATMVT 1' (.fiYIQE, RC) 1idE DRAH96 MO no ASSOCW s !WORN.USA.db SIR ALL SE 4m av 70 CMRNLlZ S LL MONO CIIYi1m CO 14cm. ne INII. LOR ASK TIE fLIORALTOR TOS EVE RNW IM OF 1TOIEETT ALL 1�9iIO OF VLT EOLDN6 To mM+Lr u N SrAlt fssDNn moEs J N cm La O Cc 0 I Z C.) V) N > W M (n O Z a`� 5 0 a� 3 i U a ago LL W�-_ W �_ O �} c C g! a F- LC) Cl) N r- L J ELECTRICAL LEGEND —+OAR GAS LINE � (RECESSED CAN LkGVNT �.OV COLD Ul47ER R "MOUNT LED ELECTRICAL PANEL Q WILL MOUNTED LIGHT 8 ELECTRICAL METER IIW.L SCONCE Q' DISCONNECT SWITCH FLUOREBCkM LIGHT $ SNITCH o FLUORESCENT LIGHT W2BLIM $3 3-"Y SWT04 ® VAPOR PROTECTED Lr*rt $4 4-"Y SNITCH 0 E)d."T FAN $0 DIMMER SWTCH 044A ST FAN W LIWT 4.� ® EXVWIST FANORTW 1EAT 4 LW ED DUPLEX OUTLET ® SMOKE DETECTOR CIL4DPLDc CUTLET® CAF 3ON MONOXIDE DETECTOR IDr �TIX Q :ER'106tAi rL0 FLOOR OUTLET DIRECT WIFE GM Fry db CA OUTLET T PHONE JACK d aramT MEDIA JACK CLG CEL6IG MOUNTED GIBLET T CABLE TV OUTLET 2� ® 710V OUTLET DOOR CHIVIES �} CEILM MIOUNTED ® SECURITY PANEL w LIOW HANGN3 CEILFIG FLOOD LWMOUNTED LW n n C=4=7 CELNG FAN C- =7 CELMG FAN W LW U LJ ELECTRICAL GENERAL NOTES SNITCHES TO BE 45" AFF. RECEF" TO BE D' AFF. - 42' IF OVER A COUNTER ALL WRING TO BE N ACCORDANCE UTH NEC ARC FAULT CIRCUIT INTERRIPIER PROTECTION SHALL BE PROVIDED AS RECUIR D N NEC 21012(A) AND SHALL BE INSTALLED N A READILY ArlF4AIW F LOCATION. ALL WOCE DETECTORS SHALL BE NADWRED INTO AN ELECTRICAL POUER SOURCE AD SHALL BE EQUIPPED IUTH A MONITORED BATTERY BAC10P. PROVIDE AND INSTALL LOCALLY CERTIFIED Sr» DETECTORS. GROUND FAULT CIRCUIT KtMa PIER 64ALL BE PROVOW AS REQUR:D N NEC 210A(A) AND NSTALLFD IN A READILY ACCEM E LOCATION. IT 16 TIE REWONNBILITY OF TIE LICENSED ELECTRICIAN TO NS1FE THAT ALL ELECTRICAL UIORIC IS N FULL COMPLIANCE UN NFPA 10A - NEC AND ALL APPLICABLE LOCAL STADARN CODES, AND ORDINANCES. PROVIDE INTERSYSTEM BONDING TREMNATION AT SERVICE LOCATION PER NEC 250.94 LI MIARES IN CLOTIES CLOSETS WALL BE INSTALLED PER THE PROVISIONS OF NEC 41OJ6(A) 4 (B) RECESSED LIWTNG TO BE AIR TIWT AND C RATED IAA OF T1 E LAPS IN F94444MY WALLED FIX(U RM 94ALL BE Ww-BmeNCY LAIR TO ER MY CALCULATIONS FOR ADDITIONAL INFORMATION. PROVIDE THE RE4ARED CLEARANCES AROUND PANELS AND DISCONNECTS IN COMPLIANCE WITH NEC W26. ALL RECEPTACLES SHALL BE TAPER RESISTANT PER NEC 406)2. THE BRANCH CIRCUIT SUPPLYNG TIE RECEPTACLE(S) N A GARAGE SHALL NOT SUPPLY OUTLEM OUTSDE OF TIE GARAGE AND NOT LESS THAT ONE RECEPTACLE CUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE. AFG PROTECTION - 21012 (B) DUELLR G. UNTO Al W VOLT, SNYJ.E PHASE, SAD 20 AP BRANCH CIRCUITS SIPPLYN's OUTLETS METALLED N DUELLING WITS, FAMILY ROOMS, DINING ROOMS, LIVING RD", PARLORS, LIBRARIES, DENS, BEDRO" SUNROOTS, RECREATION RODS, CLOSETS, "LI UAYS, OR SMLAR ROOMS OR AREAS 6"L BE PROTECTED BY A LISTED AFC(, CC ENATION TYPE, WALLED TO PROVIDE PROTECTION OF OPM04 GROUT. EXTERIOR GARAGE 2W AM METER M MC.&M V AMP MAIN LZ INTERIOR----------- PAEL II II II II II � II 410 Al SER CABLEAC ¢ I I II OISCOfYIECT I I A47IGFl FI GRO LADING ELECTRODE SHALL COMPLY WITH SEC 25052 M ELECTRICAL RISER DIAGRAM N.T.S. _ I -B 4 -�4• +2 GPI — GI , .P�... < FIiLl2" n +24-GFl I m T T I '� � I 1 I I L lL 'LIB L L_ +�D� Idb 2N GFl+42' __. OPT. DEDICATED 50 AMPS(14-WNI!MA2400 I \/ FEOIIRED BY CODE �. - i» I I II M / ® CDIA fT1e W Gf1+4Y --; o D ----- qp utM GlA ATION SY I r----- — WILDER) I � m uP UP ---------------- FIRST FL��O6aRNO1�R ELECTRICAL PLAN - ELEVATION'IP 60M14N�T1P66E 5TR1C141ED MEDIA CARNET TO INCLUDE CAT5I6, COAX, UN, Um ROUTER SPACE AND PmER LOCATION AND MQNWGmw*ff PRIOR TO WTAJ.ATION NMS AMI DEVELQH3R w Nw SCALE 11m mm*m VI?RP' MMZft O WATCH UN LaORA.YOR Mo SM MOD mom casmcftm TNSIE DIRWNN DD NOt LORAN SNECM W,0"TIM FOR MIT 61RICIINAL astm Ro m PAm cm UT erwt OF IELLION M(T DMCPN-*ICT (NfWOM 01 WA%%Etta 11lff DMARrA 60 T ASSOGAT]7 DRMIINGA W. NU 04" w Re'LRB) T M110 TOR AT On MOW LNIATRCTLI( BULL FW= U(TL COME=. TN2 [CHAIR" AHM DE IffS.aamTT TONw ALL ORCIaOlM I TO C LLCAL N VAM 1 .0 cmVLY YT16TA IWLDN6 CCOFA. +J cn J T cn Q r a 0 v A Q�q Fr � r !INN! 1Nr J CD M Lo O Cc ♦♦� V 1 Z04 W US O Z `Aga awe o o Co Co C Q LL W ,� iTu co) - _ r O In gngn a F- Lo MN 1 L J ELECTRICAL LEGEND -+W GA6 LIKE RECESSED CAN LGGHT -+ON COLD WATER { } FLUSH Maw LED 0 ELECTRICAL PANEL Q WALL MOUNTED LIGHT 8 ELECTRICAL METER WALL SCONCE DISCONNECT SWTCH F----1 FLUORESCENT LW WA IS" $ SWCN O FLUOfEBL@R LIGHT sI a BULas s $ 341AT SWTCH ® VAPOR PROTECTED LKSIT 4 $ 4-WAY 9iNTC7 0 EX<Rd18i FAN $D DIMMER SWITCH EMIAUST FAN m/ LIGHT 4 BUTTON IS FAN W MAT NEAT N LIGHT ED DUPLEX OUTLET ® SM= DETECTOR QUADPIEX� ® CARBON MONOXIDE DETECTOR IW SINCHED aTEIX Q TNERMOSTAi FLOOR FLOOR OUTLET DIRECT UNRE GM d C49 OUTLET T P ICNE JACK WF*GFl UATERPROOF T MEDIA JACK CEILING Maim ET OUTLET Y 4p CABLE N OUTLET 2� ® 220V OUTLET DOOR CHINES CEILING MONIED ® SECURITY PANEL LIGHT HANGNG CELNG p FLOOD LIGHT MOUNTED LIGHT n n C=#=� CEILING FAN C= =C CEILING FAUN NI L*W U U ELECTRICAL GENERAL NOTES SWTCES i0 BE 45' AFF. RECPTS, TO BE D• AFF. - 42' IF OVER A CCUAER ALL WRING TO BE IN ACCORDANCE WRH NEC AMC FAULT CRCNT NTERRPIER PROTECTION SHALL BE PROVIDED AS REQURED N NEC 2Wr2(A) AND SHALL BE INSTALLED N A READILY ACCESSIBLE LOCATION ALL SMOKE DETECTORS SHALL BE WIRDUNRED INTO AN ELECTRICAL FOYER SOURCE AND SWILL BE EQUIPPED WTH A MONKORED BATTERY BACKUP PROVIDE AND INSTALL LOCALLY CERTIFIED S iCKE DETECTORS GROUND FAULT CRO11T NIERRPIER SHALL BE PROVIDED AS REQUIRED N NEC 210NA) NAND INSTALLED N A READILY ACCESSIBLE LOCATIOL IT IS TIE RESPONSIBILITY OF THE LICENSED ELECTRICAN t0 NNW THAT ALL ELECTRICAL WORK IS N RILL COM'LINNCE ON NFPA 10A - NEC AID ALL APPLICABLE LOCAL STANDARDS CODES. AID ORDINANCES PROVIDE INTERSYSTEM BONDING TREMWION AT SERVICE LOCATION PER NEC 250.S4 LUMNIAIREB N C 01M CLOSETS SHALL BE INSTALLED PER THE MVISICNS OF NEC 410.16(A) N (5) REED WNTNG TO BE AIR TIGWT AND IC RATED WS OF THE LAMPS N PERW a MY INSTALLED FIXIUAES SHALL BE HKA1-SFIC�NCY LAMPS RIM TO ENERGY CALCULATIONS FOR ADDITIONAL NOR9ATIOL PROVIDE THE REOIIRM CLEARANCES AROUND PANELS AID DIWNECTS N COMPLIANCE WTH NEC 11076. ALL RECEPTACLES SHALL BE WIPER RESISTANT MR NEC 40612. THE BRANCH CIRCIT SIERYNG THE IWOMAaRS) N A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OULET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE AFC PROTECTION - 21012 (B) DUELLING NTS ALL 120 VOLT, SINGLE FIRM B MD 20 AMP BRAN CR CIRCUITS SUPPLYING OUTLJEIS INSTALLED N DUELLING UNITS, FAMILY R OCIMS, DNNG ROOMS, LIVING ROOTS, PARLORS, LIBRARIES, DENS, BEDROOMS MNROOMS, RECREATION NO", CLOSETS, HALLWAYS, OR Sift AR RD" OR AREAS 54ALL BE PROTECTED BY A LISTED AFC, COMBINATION TYPE, INSTALLED TO PROVIDE PROTECTION OF BRANCH CRCWT. BEDROOM2 6 a' CLG VINYL PLANK I I I L — — — — — — — — — — — — T— — — — — — — — — L — — — — — — — — — J SECOND FLOOR ELECTRICAL PLAN - ELEVATION T ro er' F.= ow RN pE)FLOPTBR 00 NOT SCALE THIN ORNIIKS. VOU'r N4DIIG OISBRATKN UN caNnvcw AV NrE Dana sum aria a nm THESE DRAAINGS DO NOT WWAN SPFL W NFORIATION"ANY SnSICLMaL imem POI! FISSVL® ar BIH/®U OF 160MI ANTI' DSCIUTANCY nXI NNOW ORENTATIOIt ETC) 11✓NE ORAINGa A70 ADPAWW SSOOAt® LL 0 GMb amSIHNu Ei nB No N TO CMIRII.iOR AT ONCE RX NO CRaTRL Ca a PROCEED IIITW CgiECi®. ilE C4IRAL7OS ATro lSAL UST T ALL I WCWU O Mne C LOCAL SIRDHS IOU 4 ro OI'lLr NN aTA SADNS com A++ •^^�1 J m N O'I cn Ocn A ��a x ��a 0 4 NSNIR! Urn. . Na+IrolH>e . J M La O Cc O� J Z Z cn a > w (n O Z M 43 5 0 Coo U lJL LV -Co � J co_ O 0 } C Uuj Lo coo N I L J Ural! VERSION: 5.0 SUS ELECTFUCAL PLANS SECOND FLOOR • E-2.0 Ki X. - VENT -- T -z -VENT I V I -- 2-1 2 tiE Nt �LAV I I O" 1016PRMART-LAV lT2. ePIWIIARr-U=C 000 W J N M ` O Cc 0 Z U cUn)` N / W M O Z a`� g o or 3 U -cr Coo to It w` m u) a Ln M N i MR IK VERSION: 5.0 RMFUM Mf P-0.1 NOIJOII OVERLAP ro COVEt AMAL MCTIR011011-WALLRAS NO 7/SSMJ000OVER FRAME pIMMMM 2 LATER WJJ.LAIHANDXUCCQ-PERSPEC ,••r`••` 72' EBRMETAL WNIN6 PEEL •SRCL MM PLATING RMKTIE UPPED HMNMNAPSIEA1lMKiPERPERlPECd16gING / n B1®OSVEIMCALLY } CWMSAX=ACCHMM .X*Mmw ��uPEALL waflow BOERIO UMANT 1 4 VE KMMDITPSCMEED-PERSPEC *lEATINOPM3PEC-& MDMM. 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HORMOMALLY �� TO ELEV. / �I SWCOMOMOMMMARRASE M�OMOUIEBND REAM AIl�• M MM THRU-WALL FLASHING � POUFOIROAWN REDWAL RATING SnMMIALMMUNDIAMMKM SPAZMANDCOMeCIMDUAM NM TO SCALE THRU-WALL FLASHING @ BRICK LEDGE WAINSCOT DETAIL HOT TO SCALE REAlroOLiAL POR CUMRJO0ENE EWRM EARS- is@ KMDM FELT NOT TO SCALE _ EAERSSIATWE00WommCA110NWIBEEEICUVEEERR µN�ASSB�lLY-RE HIP ALLROOR10MA1BEAL�BIBEVATION�THMLEEHRMIID iIOIMeWRAfDOWNOVERHEADRAMMET PPLY COMA PATCHOOE4DNOI'WL MARRHCUT _ _ _ _ 12 _ r�MM == EBERBEVAAMMGDBW 7AT•SMCOOOVERFRKWMEA%M2LAYERW.RJ.. 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DEMR.M .RII IA-3.41 GENERAL STRUCTURAL NOTES: 1. ALL WORK SHALL CONFORM TO THE 2023 SM EDITION OF THE FLORIDA (INTERNATIONAL) RESIDENTIAL CODE AND APPLICABLE COUNTY CODE AMENDMENTS. STANDARDS LISTED IN STRUCTURAL NOTE SECTIONS REFER TO THE VERSION AND EFFECTIVE DATE IDENTIFIED IN THE REFERENCED STANDARDS CHAPTER IN THE GOVERNING BUILDING CODE NOTED ABOVE. 2. THE STRUCTURAL NOTES ARE INTENDED TO AUGMENT THE DRAWINGS. SHOULD CONFUCTS EXIST BETWEEN THE DRAWINGS AND THE STRUCTURAL NOTES, THE STRICTEST PROVISION SHALL GOVERN. 3. THE STRUCTURAL DRAWINGS FORM AN INTEGRAL PART OF CONTRACT DOCUMENTS, WHICH • INCLUDE ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL, AND CMUSITE DRAWINGS. COORDINATE THE STRUCTURAL DRAWINGS WITH THE REQUIREMENTS SHOWN IN THE OTHER COMPONENTS OF THE CONTRACT DOCUMENTS. 4. TYPICAL DETAILS AND OTHER SECnONS/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. S. DO NOT SCALE STRUCTURAL DRAWING& 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 SMALL 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 S. THE ENGINEER'S SEAL APPLIES ONLY TO THE STRUCTURAL COMPONENTS ON THIS DOCUMENT. ALL DIMENSIONS ARE TO BE VERIFIED WITH THE ARCHITECTURAL DRAWINGS. ANY DEVIATIONS OR DISCREPANCIES ON THESE PLANS MUST BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER OF RECORD. BACK CHARGES WALL NOT BE ACCEPTED, REGARDLESS OF FAULT, WITHOUT PRIOR NOTIFICATION BY BUILDER WITHIN 46-HOURS AND INVESTIGATION BY FIELDSTONE. 9. THE TERMS'CONCRETE SCREW AND'MASONRY SCREW SHALL BE USED INTERCHANGEABLY WITHIN THESE DRAWINGS. CONCRETEWM3NRY SCREWS AS GENERICALLY SPECIFIED WITHIN THESE DRAWINGS SHALL REFER TO ONE OF THE FOLLOWING ACCEPTED MANUFACTURER PRODUCTS: SIMPSON STRONG TIE T1TEN TURBO, GENUINE TAPCON, OR HILT! KWIK-CON IL 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-30, OR HILT] HIT-HY-150 DESIGN CRITERIA: BUILDING RISK CATEGORY -II VERTICAL LOADING: ROOF TOP CHORD LIVE LOAD -20 PSF (REDUCIBLE) ROOF TOP CHORD DEAD LOAD -7 PSF ROOF TOP CHORD DEAD LOAD (TILE) =15 PSF ROOF BOTTOM CHORD LIVE LOAD (w/ STORAGE) _ 20 PSF ROOF BOTTOM CHORD LIVE LOAD (w/o STORAGE) _ 10 PSF ROOF BOTTOM CHORD DEAD LOAD -10 PSF FLOOR LIVE LOAD -40 PSF FLOOR LIVE LOAD (SLEEPING ROOMS) -30 PSF FLOOR DEAD LOAD -15 PSF DECKGALCONY LIVE LOAD -40 PSF NOTE TO TRUSS & IJOIST MANUFACTURERS - ROOF & FLOOR SYSTEM DELEGATED DESIGN SHALL CONFORM TO THE FOLLOWING DESIGN STANDARDS: LOCATION TOTAL LOAD LIVE LOAD MAX TOTAL DEFLECTION ROOF TRUSSES I U240 I L/240 1 1° FLOOR JOISTSRRUSS I LI380 L/480 1 1/2' NOTES: 1. MAXIMUM TOTAL LOAD DIFFERENTIAL DEFLECTION BETWEEN ADJACENT PARALLEL MEMBERS SHALL BE 58' 2. ANY MEMBER SUPPORTING BRICKIMASONRY SHALL BE LIMITED TO A TOTAL LOAD DEFLECTION OF USDA 3. FIELDSTONE AE CANNOT BE HELD RESPONSIBLE FOR ANY STRUCTURAL ISSUES RELATED TO ANY BUILDING COMPONENT IF COMPONENT SHOP DRAWINGS ARE NOT SUBMITTED TO FAE FOR REVIEW PRIOR TO FABRICATION, DELIVERY, OR INSTALLATION 3. LATERAL LOADING WIND CRITERIA: BASIC WIND SPEED -140 MPH EXPOSURE CATEGORY =C INTERNAL PRESSURE COEFFICIENT - +/- 0.18 (ENCLOSED) SEISMIC CRITERIA SITE CLASS -D SEISMIC DESIGN CATEGORY -A 4. EARTH PRESSURE LOADING: ALLOWABLE SOIL BEARING CAPACITY TOTAL LOADS (INCLUDING NAND & SEISMIC) -2000 PSF LATERAL EARTH EQUIVALENT FLUID PRESSURE WALLS UNBRACED AT TOP -40 PCF WALL BRACED AT TOP 755 PCF S. GUARDRAILMANDRAIL LOADING: ALL GUARDRAILMANDRAILS 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 #CC -ES) AC 273 -'ACCEPTANCE CRITERIA FOR HANDRAILS AND WARDS.' CONCRETE NOTES: 1. STRUCTURAL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE PER ACI 332'RESIDENTIAL CODE REQUIREMENTS FOR STRUCTURAL. CONCRETE'. 2. CONCRETE PRODUCTION AND PLACEMENT SMALL CONFORM TO THE REQUIREMENTS OF ACI 332 'RESIDENTIAL CODE REQUIREMENTS FOR STRUCTURAL CONCRETE' EXCEPT AS MODIFIED BY STRUCTURAL REQUIREMENTS NOTED ON THE DRAWINGS. 3. CEMENT SHALL CONFORM TO ASTM C1 50 'SPECIFICATION FOR PORTLAND 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 SM S. REINFORCEMENT SHALL BE FABRICATED AND ERECTED ACCORDING TO THE ACI STANDARDS: 'DETAILS AND DETAILING OF CONCRETE REINFORCEMENT, ACI 315 - AND UMUAL OF ENGINEERING AND PLACING DRAWINGS FOR REINFORCED CONCRETE STRUCTURES', AC1315FL 7. REINFORCING STEEL AND WELDED WIRE FABRIC SHALL BE PLACED WITH MINIMUM CONCRETE COVER AND TOLERANCES AS FOLLOWS: BLM ONdITADE WITHIN UPPER 2/3 OF SLAB AND 3/4' MINIMUM COVER AT INTERIOR CONDITIONS; 1-1/Y MINIMUM COVER AT EXTERIOR CONDITIONS OONC E BOUNDATIONABABNTSUM 3' PDP� OONgETM 1-1W (#5 REBAR OR SMALLER) r (#6 FEW OR LARGER) TOLERANCE +I.3w S. REINFORCING STEEL SMALL NOT BE CUT, BENT OR STRAIGHTENED IN THE FIELD UNLESS APPROVED BY THE STRUCTURAL ENGINEER OR AS INDICATED ON THE DRAWINGS. 9. WELDING OF REINFORCING STEEL IS PROHIBITED UNLESS SPECIFICALLY DETAILED. WELDING WHERE DETAILED 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: 2600 PSI SLAB -ON -GRADE & CONCRETE BEAMS: 25W PSI 11. CONTRACTOR SHALL TIE REINFORCING STEEL SECURELY IN PLACE PRIOR TO PLACING CONCRETE AND PROVIDE SUFFICIENT SUPPORTS TO MAINTAIN THEIR POSITION WITHIN SPECIFIED TOLERANCES DURING ALL CONSTRUCTION ACTIVITIES. INSERTING DOWELS INTO WET CONCRETE IS NOT PERMITTED. ANCHOR RODS AND STEEL INSERTS SHALL BE SET BY TEMPLATE TO WITHIN A 1/8' TOLERANCE IN ANY DIRECTION WITH MINIMUM EMBEDMENT AND EXACT PROJECTION INDICATED ON THE DRAWINGS, PRIOR TO PLACING CONCRETE. 12. HOOKED BARS SHALL BE STANDARD 90 DEGREE HOOKS PER ACI UNLESS NOTED OTHERWISE ON THE DRAWINGS. MINIMUM LAP SPLICE SHALL BE CLASS B PER ACI 31 S. 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. I S. ONE OF THE FOLLOWING CONCRETE SLAB ON GRADE CRACK CONTROL METHODS SHALL BE USED (CONTRACTOR PREFERENCE): • CONTROL JOINTS: SHALL BE FORMED, SAWED, OR TOOLED TO A 1' MINIMUM DEPTH WITHIN 24 HOURS OF CONCRETE PLACEMENT. MAXIMUM JOINT SPACING FOR UNREINFORCED SLAB IS AS FOLLOWS: 3.1/2" SLAB: 8 FEET O.C. EACH DIRECTION 4' SLAB: 10 FEET O.C. EACH DIRECTION • WELDED WIRE FABRIC (W.WF) 8X6-W1.4XW1.4. WELDED WIRE FABRIC SHALL BE FURNISHED IN FLAT SHEETS (ROLLS NOT PERMITTED) AND SHALL CONFORM TO ASTM A-1004 AND HAVE A MINIMUM SIDE AND END LAP OF 8 INCHES. • MICRO- OR MACRO- SYNTHETIC FIBER REINFORCEMENT FIBER LENGTHS SHALL BE 1/7 TO 2.1/4" IN LENGTH. DOSAGE AMOUNT SHALL BE FROM 314 TO 3.0 POUNDS IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM CI118. THE MANUFACTURER/SUPPLIER SHALL PROVIDE CERTIFICATION OF COMPLIANCE WITH ASTM C1116 WHEN REQUESTED BY THE BUILDING OFFICIAL- 1 & CONTROL JOINTS SHALL BE FURNISHED WITH A FULL-LENGTH KEYWAY CENTERED ON MEMBERS. WHERE THE SIZE OF KEY IS NOT SHOWN ON THE DRAWINGS, THE KEY SHALL BE 25% OF THE CROSS-SECTION DIMENSION OF THE MEMBER AND MINIMUM 1-112 INCHES INTO THE FIRST POUR OF CONCRETE 17. PROVIDE POCKETS OR RECESSES IN CONCRETE WORK FOR COLUMNS AND BEAMS AS REQUIRED EVEN IF NOT SHOWN ON THE DRAWINGS. PROVIDE CONCRETE FILL AFTER BEAM ERECTION. 1 & CURING OF CONCRETE SURFACES SHALL CONFORM TO ACI 308.1 'STANDARD SPECIFICATION FOR CONCRETE CURING' AND ACI 30SR'GUIDE TO CURING CONCRETE'. FOUNDATION NOTES: 1. CONTRACTOR SMALL 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 2WO 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 B INCH (MINIMUM) AND SEAL WITH ADHESIVE 4. WHERE FOOTING STEPS ARE NECESSARY, THEY SHALL BE NO STEEPER THAN ONE VERTICAL TO TWO HORIZONTAL U.N.O. 5. FOOTINGS SHALL BE CENTERED UNDER COLUMNS AND WALLS UNLESS SPECIFICALLY DETAILED OTHERWISE ON THE DRAWINGS. S. NO FOOTINGS OR SLABS SHALL BE PLACED ON OR AGAINST SUB -GRADE CONTAINING FREE WATER, FROST OR ICE. SHOULD WATER OR FROST, HOWEVER SLIGHT, ENTER A FOOTING EXCAVATION AFTER SUB -GRADE APPROVAL, THE SUB -GRADE SHALL BE RE INSPECTED BY THE GEOTECHNICAL ENGINEER/ TESTING LABORATORY AFTER REMOVAL OF WATER OR FROST. 7. CONTRACTOR SHALL FURNISH ALL REQUIRED DE -WATERING EQUIPMENT TO MAINTAIN A DRY EXCAVATION UNTIL BACKFILL IS COMPLETE. S. 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 BACIFILLING: 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 RACKFILLING OPERATIONS ARE TO BE CARRIED OUT PRIOR TO PLACEMENT OF FLOOR SYSTEM. 2. WHERE BACKFILL IS TO BE PLACED ON BOTH SIDES OF FOUNDATION WALLS, PROVIDE A BALANCED BACKFILL AGAINST FOUNDATION WALLS TO ELIMINATE LATERAL LOAD EFFECTS, OR PROVIDE NECESSARY TEMPORARY LATERAL SUPPORT TO THE TOP OF THE WALL UNTIL PERMANENT SUPPORT IS INSTALLED. 3. BACKFILL MATERIAL SHALL CONSIST OF CLEAN, WELL GRADE GRANULAR SOILS, FREE OF ORGANIC MATERIAL AND BE COMPACTED TO 95% OF MAXIMUM DENSITY, AS DETERMINED BY THE MODIFIED PROCTOR METHOD (ASTM D1557), IN LIFTS NOT EXCEEDING 8INCHES. MASONRY NOTES: 1. CONCRETE MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530, "BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES" AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI SMA. "SPECIFICATIONS FOR MASONRY STRUCTURES" 2. CONCRETE MASONRY SHALL CONFORM TO ASTM COD AND HAVE A MINIMUM COMPRESSIVE STRENGTH FWn - 1,500 PSI U.O.N. MASONRY SHALL HAVE A TEXTURE SUITABLE FOR STUCCO APPLICATIONS WHERE ARCHITECTURAL DRAWINGS INDICATE STUCCO APPLICATION. 3. CONCRETE MASONRY UNITS SHALL BE W D 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 CEMENTNME OR MASONRY CEMENT FOR MORTAR. 5. GROUT SHALL CONFORM TO ASTM C478 WITH MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 2,500 PSI. 8. STEEL BAR REINFORCEMENT SHALL CONFORM TO ASTM A815, GRADE 6& 7. VERTICAL CELLS CONTAINING REINFORCING AND GROUT SHALL FORM A CONTINUOUS CAVITY, FREE OF MORTAR DROPPINGS. & VERTICAL CMU WALL REINFORCING SHALL BE AS NOTED ON THE DRAWINGS. DOWELS TO CONCRETE FOUNDATION TO MATCH SIZE AND SPACING OF VERTICAL REINFORCING UNLESS NOTED OTHERWISE. REINFORCE CMU CORE AT CORNERS, EACH SIDE OF CONTROL JOINTS AND EACH SIDE OF WALL OPENINGS WITH (1)45 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, BARSIZE LAP SPLICE LENGTH BEND DIAMETER ACI HOOK #4 20' 3' 1 w #5 2S "r Ur #6 34' 4.1/r 11" MASONRY NOTES (CONTINUED): 10. REINFORCING BARS SHALL BE HELD IN POSITION BY WIRE TIES OR OTHER APPROVED MEANS TO ENSURE DESIGN LOCATION AND LAP. PLACE BARS AND LAP PRIOR TO GROUTING. 11. GROUTING OF MASONRY WALLS SHALL CONFORM TO RECOMMENDED PROCEDURE FOR 'LOW LIFT GROUTING" OR'HIGH LIFT GROUTING" AS OUTLINED IN THE NC"TEK 3.2A - GROUTING FOR CONCRETE MASONRY WALLS AND ACI 530/ASCE 5 SPECIFICATION FOR MASONRY STRUCTURES. GROUT LIFTS SHALL NOT EXCEED 5 FEET WITHOUT MECHANICALLY CONSOLIDATED (VIBRATED) GROUT POURS. M � 12. LIFTS OF GROUT SHALL BE KEYED 41NCHES INTO THE PREVIOUS COURSE OF MASONRY BELOW. 13. MASONRY BELOW GRADE SHALL BE GROUTED SOLID. 14. CONTRACTOR SHALL BRACE MASONRY WALLS TO RESIST NAND LOADS UNTIL FLOORS AND ROOFS ARE IN PLACE, AND THE MASONRY HAS REACHED 75% OF THE REQUIRED STRENGTH FM. BRACING SHALL BE PROVIDED IN ACCORDANCE WITH OSHA - CONSTRUCTION SAFETY STANDARDS FOR MASONRY WALL BRACING AND NCMA TEK 3-48 -'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 PSI CONSTRUCTION AND INDUSTRIAL PLYWOOD.' 3. ORIENTED STRAND BOARD (OSB) SHALL CONFORM TO "VOLUNTARY PRODUCT STANDARD PS2 PERFORMANCE STANDARD FOR WOOD -BASED STRUCTURAL -USE PANELS'. 4. ALL BEAMS AND HEADERS SHALL BE M-PLY IldLO. 5. WOOD SILL PLATES AND WOOD WALLS SUPPORTED ON CONTINUOUS CONCRETE OR MASONRY SHALL BE ANCHORED WITH 11r DIAMETER CAST -IN -PLACE ANCHOR BOLTS WITH T 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'x0229' WASHERS AT THE ANCHOR SPACING BELOW: MAXIMUM ANCHOR BOLT SPACING = 7-0' 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. S. ALL LUMBER IN CONTACT WITH EARTH, CONCRETE, OR MASONRY - AND WOOD BEAMS POCKETING INTO CONCRETE OR MASONRY WALLS HAVING CLEARANCES LESS THAN i/7ON 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 NOA /NO.2 OR BETTER U.N.O. WITH BASE DESIGN VALUES: Fe- 875 PSI F� - 425 PSI FT - 45O PSI Fo- 1150 PSI FV- 135 PSI E- 1400 KSI WITH THE MOISTURE CONTENT OF THE WOOD IN SERVICE WILL NOT EXCEED 19%. S. 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 (2)) TOP PLATES SHALL BE OFFSET AT LEAST 24 INCHES AND SHALL BE NAILED WITH NOT LESS THAN (8)-0.18252.1/Y FACE NAILS ON EACH SIDE THE JOINT. DOUBLE (M 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: Fe- 1100 PSI F - 565 PSI FT= 875 PSI FO- 145O PSI FV- 175 PSI E- 140O KSI WITH THE MOISTUA CONTENT OF THE WOOD IN SERVICE WALL NOT EXCEED 19%. 9. STRUCTURAL COMPOSITE LUMBER SHALL CONFORM TO ASTM D 5456 WITH THE FOLLOWING ALLOWABLE DESIGN STRESSES MICROLlA1M LVL PARALLAM Fill. MI 7*AN9WFRAIW L8L E - 2000 KSI E - 1800 KSI E - 1300 KSI Fe - 26M PSI Fe - 2400 PSI Fe - 1700 PSI (h -'BOOZER BEAM 2.1 E' ARE AN ACCEPTED ALTERNATE TO PSL COLUMNS SPECIFIED ON PLANS PROVIDED THE'SOOZER BEAM 2.1 E IS OF EQUAL OR GREATER SECTION DIMENSION TO THE PSL COLUMN AND OF EQUAL OR LESSER HEIGHT 10. FLOOR SHEATHING SHALL BE 23A32 INCH, APA RATED SHEATHING, 4OV24 MIN., EXPOSURE 1. INSTALL WITH THE LONG DIMENSION OR STRENGTH AXIS OF THE PANEL ACROSS SUPPORTS AND WITH PANEL CONTINUOUS OVER TWO OR MORE SPARS. PANEL EDGES SHALL BE TONGUE -AND -GROOVE. FLOOR SHEATHING SHALL BE GLUED AND NAILED TO SUPPORTING MEMBERS. ADHESIVE SHALL MEET APA SPECIFICATION AFG.01, APPLIED IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS, PROVIDE 0.131"2-1/2' COMMON NAILS AT 6INCH 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 (1)-2x JACK STUD AND (1)-2x KING STUD, MINIMUM, REFER TO CHART BELOW U.N.O ON DRAWINGS: WINDSPEED OF <- 140 EXP. C WALL HEIGHT OFT OFT 10FT STUD SIZE HEADER SPAN (FT) 4 1JAK 1JAK IJAK 8 1J/1K 1J/1K 1JA2K 8 1J/1K IJ/2K 1J/3K 10 1J/2K 1J12K 1JAK 2x4 12 1J/2K IIJAK 1J/IK 14 1J/2K 1J14K I END 16 IJ13K 1J14K ENO 18 1J/SK ENO ENO WINDSPEED OF <- 140 EXP. C WALL HEIGHT 8FT SIFT 1 OFT STUD SIZE HEADER SPAN (Fn 4 1JAK 1JAK 1JAK 6 1IJ/1K 1J/1K 1J/1K 8 1JA1K 1JAiK 1J/1K 10 IJ/1K 1J/1K 1J/1K 2x8 12 IJA1K IJ/1K 1JA1K 14 1JA1K 1J11K 1JA1K 16 1J/1K 1J/1K 1J/1K 18 1JAK 1JA1K 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 I W O.C. MAXIMUM U.N.O. NON -LOAD BEARING PARTITION WALLS SHALL BE CONSTRUCTED WITH 2X OR METAL STUDS (18 GA MIN.) ® 24- O.C. MAXIMUM. 15. STUD COLUMNS UNDER LOAD BEARING POINTS OF GIRDERSA3EAMS SHALL MATCH THE GIRDER/BEAM PLY COUNT WITHIN 1/r TOLERANCE 12-PLY STUD COLUMN MINIMUM). SOLID BLOCK ALL GIRDER/BEAMS THRU FLOOR SYSTEMS AND TO THE FOUNDATION. i 8. WHEN NOT SHOWN ON DRAWINGS OR DETAILS, THE NAILING SCHEDULE FOR WOOD FRAMING ELEMENTS SHALL COMPLY WITH THE IRC TABLE RMU(1). 17. FLOOR SYSTEMS ARE DESIGNED BY THE TRUSS AND/OR WOOD I- JOIST MANUFACTURERS DELEGATED ENGINEER AND BE IN CONFORMANCE WITH THE LOADS & DEFLECTIONS IDENTIFIED IN THE DESIGN CRITERIA NOTES SECTION. INSTALL PER MANUFACTURERS RECOMMENDATIONS, NOTES, AND DETAILS. FLOOR FRAMING CONCEPT LAYOUTS SHOWN WITHIN THE DRAWINGS ARE FOR ILLUSTRATIVE PURPOSES ONLY TO DEPICT FLOOR SYSTEM -TO -WALL CONNECTIONS. CHANGES TO THE CONCEPTUAL FLOOR LAYOUT SHOWN IS NOT PERMITTED WITHOUT A LETTER AND REVIEW FROM THE ENGINEER OF RECORD. PREFABRICATED WOOD WOIST SHALL CONFORM TO ASTM D WW JURISDICTION SPECIFIC NOTES: 1. FOR PARTIALLY ENCLOSED AREAS, INCLUDING BUT NOT LIMITED TO LANAIS, PORCHES, AND BALCONIES A 1/r (MINIMUM) EXTERIOR GRADE SOFFIT BOARD WITH A CEMENTRIOUS KNOCKDOWN FINISH S ACCEPTABLE PROVIDED THAT IT IS PAINTED MEETING THE REQUIREMENTS OF ASTM CM TO GIVE THE CEILING WATER RESISTANCE. THE SOFFIT BOARD PRODUCT SHALL BE ATTACHED PER MANUFACTURER SPECIFICATIONS TO BE IN COMPLIANCE WITH R703.1. 2. THE SOFFIT DESIGN PRESSURE S AS NOTED IN THESE DOCUMENTS. WITH KAYCAN VINYL SOFFIT INSTALLED IN ACCORDANCE WITH MANUFACTURERS REOUIRIMEHTS AND ICC-ES EVALUATION REPORT ESR-1495 THE SOFFIT WILL COMPLY WITH R703.1. PRE-ENGINEERED ROOF TRUSS NOTES: 1. ROOF TRUSS SHOWN ON STRUCTURAL DRAWINGS IN CONCEPTUAL ONLY TO ILLUSTRATE TRUSS -TO WALL CONNECTIONS AND DOES NOT SERVE AS A ROOF TRUSS DESIGN. ROOF TRUSSES SHALL BE DESIGNED AND MANUFACTURED IN CONFORMANCE FOR THE INDICATED LOADS WITH ANSI/TPI 1 "NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION.' FINAL PRE-ENGINEERED ROOF TRUSS FRAMING LAYOUT AND DESIGNS TO BE BY ROOF MANUFACTURERS DELEGATED ENGINEER. 2. ROOF TRUSSES SHALL BE DESIGNED FOR THE SUPERIMPOSED LOADS IDENTIFIED IN THE DESIGN CRITERIA NOTES SECTION. 3. THIS PLAN IS DEVELOPED FROM THE REVIEW OF MASTER TRUSS FILES. ANY LOT THAT DEVIATES S FROM THE MASTER TRUSS FILE ON RECORD,OR FOR PLANS FIELDSTONE AE IS NOT CONTRACTED TO PERFORM TRUSS REVIEW ON, THE CONTRACTOR IS RESPONSIBLE TO ASSURE THE DIRECT COMPLIANCE OF TRUSS MANUFACTURER LAYOUT TO THESE DRAWINGS & VERIFY ALL TRUSS CONNECTORS ARE SUFFICIENT TO WITHSTAND THE UPLIFTMTERAL 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. S. REFER TO ARCHITECTURAL DRAWINGS FOR TRUSS SHAPE, OVERHANG, DIMENSIONS, SLOPES, SPANS, DRAINAGE, BEARING WALL HEIGHTS, ETC. S. 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. S. CONTRACTOR TO PROVIDE TRUSS BRACING PER BCSI.83IN ADDITION TO PERMANENT BRACING SHOWN ON THE TRUSS DESIGN PROVIDED BY THE DELEGATED TRUSS ENGINEER. PRE APPROVED FIELD REPAIR NOTES: i. MISPLACED DOWEL REPAIR: THIS NOTE DESCRIBES ALTERNATES TO MITIGATE THE CASTING OF REBAR VERTICAL REINFORCEMENT AT AN INCORRECT LOCATION. IF THE WALL HAS NOT BEEN BUILT: DRILL AND EPDXY #5 REBAR (36" LG.) INTO THE THICKENED EDGE OF SLAB AT THE CORRECT LOCATION. AS WALL IN CONSTRUCTED, LAP REBAR IN ACCORDANCE WITH MASONRY NOTES LAP SCHEDULE, PLACING A HOOKED BAR WITH 12- LAP AT THE TOP OF WALL WITH THE CONTINUOUS REBAR IN THE TIE BEAM/BOND BEAM. COMPLETE GROUTING OF WALL. IF THE WALL HAS ALREADY BEEN BUILT: PRIOR TO GROUT PLACEMENT, OPEN THE WALL AT THE CORRECT LOCATION APPROXIMATELY 1S" (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 NTH 12' LAP AT THE TOP OF WALL WITH THE CONTINUOUS REBAR IN THE TIE BEAMBOND BEAM. COMPLETE GROUTING OF WALL. 2. MISSING/MISPLACED ANCHOR BOLT: ALTERNATE SILL PLATE ANCHORAGE SOLUTIONS KIO CONCIEIIE: A 1/2'A' T1TEN HO WITH 1.3/4" MINIMUM EDGE DISTANCE AND W MINIMUM END DISTANCE IS A DIRECT 1:1 REPLACEMENT FOR A 1/2" DIAMETER ANCHOR BOLT WITH 7' EMBEDMENT INTO CONCRETE A 1 /r THREADED ROD SETJG EPDXY T EMBEDMENT WITH 1-W4- MINIMUM EDGE DISTANCE AND 7-1/2- MINIMUM END DISTANCE IS A DIRECT 1:1 REPLACEMENT FOR A 1 /2' DIAMETER ANCHOR BOLT WITH 7" EMBEDMENT INTO CONCRETE. MITO 611101IT FLL® MABCN Y MOM: A 1 /2'A' TITEN HD WITH 1.3/4" MINIMUM EDGE DISTANCE AND 8' MINIMUM END DISTANCE AT 4'-8' O.C. REPLACES A 1/2" DIAMETER ANCHOR BOLT WITH T EMBEDMENT AT 6-0' O.C.; UKEWISE A 112-A- TITEN HD WITH I-W4- MINIMUM EDGE DISTANCE AND 8' MINIMUM END DISTANCE AT 2-W O.C. REPLACES A 1/2' DIAMETER ANCHOR BOLT WITH T EMBEDMENT AT 4'-W O.C.. 3. SIMPSON MASH SILL ANCHORS MAY BE USED AS AN ALTERNATE TO THE ANCHOR BOLTS AND SPACING NOTED HERE -IN ACCORDING TO THE FOLLOWING TABLE: BASIC WIND SPEED (MPH) MAXIMUM SPACING <140 6A' 140 V4r ISO 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 11W BUT LESS THAN 1-1/2" FROM THE FACE OF THE TRUSS, A SHIM SHALL BE PROVIDED AND NAIL LENGTH INCREASED TO PENETRATE THROUGH BOTH PLYS OF MATERIAL Q.E. 3- LG. NAILS). WHEN GAP IS GREATER THAN 1-1/2", INSTALL NEW ANCHORS. S. MASONRY WALL OVERHANGING SLAB KMOVERHOR FE < 5A8' NO REPAIR REOD 5/8' < OVERHANG < 1.1/2' GROUT SOLID BOTTOM 3 COURSES OF AFFECTED WALL LENGTH >I-I/Y CONTACT ENGINEER OF RECORD FOR REPAIR S. 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 MOLENOTCH SPECIFICATIONS ARE EXCEEDED THEN A STUD SHOE MUST BE INSTALLED. STUD SHOE REPAIRS ARE AS FOLLOWS: FOR 2X STUD USE HS324081.5 WITH (I2)-tµ'X1-1/Y BIDS SCREWS. FOR MULTI -PLY 2X STUDS USE HSS2-'#--SDS3 WITH (12)-1/4'XS' BOB SCREWS, WHERE #• CORRESPONDS TO THE NUMBER OF STUDS IN THE MULTI -PLY. AT TOP PLA7m: A HOLE, CUT, OR NOTCH THAT IS GREATER THAN 60% OF THE PLATE WIDTH IS REMOVED FOR PIPING (EXCEPT WHEN THE SIDE OF THE WALL WITH THE NOTCH OR CUT S COVERED BY WOOD STRUCTURAL PANEL SHEATHING), OR THE PLATES ARE CUT THROUGH. THE REQUIRED REPAIR IS A GALVANIZED i&GAUGE METAL TIE THAT IS AT LEAST 1-1W WIDE AND MUST BE FASTENED WITH (8)-1 SO NAILS ON EACH SIDE OF THE OPENING Fieldstone ����� gyp"!' . �I►j / t/�i C.O•A.# ARCHITECURE: ����:!• ' F AA26002802 C.O.E.# ENGINEERING: No. _ 29349 - - D IBRAHEM ELAYEB, PE P.E.# 91476 '• �� ■ BENJAMIN NIESE, PE P.E.# 86025 02/12/2024 O FAI rE OF C 111ill111100 Michigan 3400 Auburn Rd Suite 200 Auburn Hills, MI 48326 +1 248.622.4035 Florida 12906 Tampa Oaks Blvd. Suke 150 Tampa, FL 33637 +1 813.466.3310 www.fteldstoneae.com C'0 0 O v J Y W Z � 5a Z JCC '6 W O CD Q UIL O � `O U W '*_ CO I } -� L0 Lr) r(L M N O Cc H DRAWN BY: FAE VERSION: 5.0 SHEET NAME COVER SHEET SHEET LP SO. 1 -1 40 r CMU. VERT. 4n� REINF. P�EFIPLAN COURSE ALT. CMU SEAT 0 1 Iff FROM TOP OF SLAB FINISH GRADE — MONOLITHIC FIND. 1W 2 STORY (2)-*4 CONT. ON CHAIRS sa MOM11/01120M FO 1 Fm�MIFIG 4n10 CMU COL- CMU COL PER PLAN PER PLAN CMU COL. VERT. REINF. PAVERS VERT. REINF. PER PLAN N PER PLAN PER PLAN VERT. REINF. 11Y Ir o SLOPE FINISH GRADE PER PLAN z CONCRETE CON CONCRETE FOOTING FOOTING FOOT! PER PLAN PER PER PLAN PER PLAN PER PLAN OONCIEFE FAVM PER PLAN MAMCMCMM FZZW Ir CMU, VERT. V CMU VERT REINF. PER PLAN REINF. PER PLAN IPOURED CURB OR CMU BLOCK Ir CMU STARTER COURSE FINISH GRADE -ate b POURED CURB OR CMU BLOCK FINISH GRADE 2! MONOLITHIC FND. Id (2) MONOLITHIC FND. W (2) #4 CONT. ON CHAIRS •#4 CONT. ON CHAIRS 28TORY 2STORY F04 WxwWA1@GWffi 1110112023 FZ7040 Ir CMU VERT. REINF. CMU, PLAN POURED CURB OR CMU BLOCK Ir CMU. VERT. REINF. PER PLAN POURED CURB OR CMU BLOCK F `MONOLITHIC END. .1 (2) - -F l — MONOLITHIC FIND. W (2) 1 314" RECESS IN SLAB 4-1—1.4(4 V4 a #4 COW. ON CHAIRS 04 CONT. ON CHAIRS FS)BBET#&M 2STORY R�EtMdL2STORY gmDuffaMIX 11/01= FMM-= 41 WALL & DOOR PER SPEC. DOOR PER SPEC. SOD PER SPEC. PAVERS PER SPEC. 2x FRAME WALL wl P.T. FrG ANCHOR BOLTS OR STRAPS, (THICKNESS VARIES) DOOR THRESHOLD DOOR THRESHOLD w GROUT BED SILL PLAT, PLAN SEE GENERAL NOTES, U.N.O. PER LOPE, PAVERS PER SPEC. STEP PER PLAN W-W VAMRFAFS) SLOPE 1P V -.50. CONT. ON CHAIRS (THICKNESS '.-Zf -185= BRICK SLOPE THRESHOLD Ip .1P (3)-#4 AT 2 STORY" 1'4r Ji 2 STORY 11 "Al EMIIYMOONQEIE Q EMMOPAVEFS KIDMOIMBDOOR 2STORY 28TORY . . . . . . . . FLUSH BRICK 28TORY '*#S ALLOWED ILO #4 EOMMIDWS2 THRESHOLD 212612D22 (F09�D-We"@Wap" 1110ir2m PT—mm NOT TO WALE F;rM fwALL& PER PLAN. FTG EXPANSION POST BASE CONNECTOR SCHEDULE ALTERNATE TO ANCHOR f MIN PICA SPEED CORNER SPLICE: CORNER BAR W/ LAP ANCHOR BOLTS OR STRAPS 2x FRAME WALL W/ P.T. POST PER PLAN OTES PROVIDE CONT. STEEL SPUCE EA. SIDE SAME SEE GENERAL NOTES. U.N.O: SILL PLATE, PER PLAN EPDXY ANCHOR: POST BASE SIZE PER POST MNT BEAT SIZE AS CONT. FrG, STEEL 1-3w MIN CHART U.N.O. PER PLAN SIZE 4 -140 MPH >14OMPH CORNERS TO COMPLY CONIC SLAB PER PLAN FINISH GRADE CONIC. SLAB 4*4 1 AIYW44Z I ASU44Z W/ THE INTENT OF THE a PER PLAN 11-A I ARWAff I ABUGSZ BUILDING CODE NUMBER OF CORNER REFER TO DETAIL FOR MINIMA EDGE DISTANCES IN EQUALS NUMBER BARS ANCHOR TYPE SELECTION L A i 9 � 0 CONT. BARS 1-' T BASES nM-W EXPAIN (2) #4 OONr C. FTG & REINF ANCHOR OR I Ir ATR DRILL & EPDXY W1 7 WIN EMBED NUMBER OF : STD. SLAB BEYOND TYPE -Asw PCs usEir v sioN ON CHAIRS" PER PLAN TYPE 'ABU'POST BASES USE 1r2&01r EXPANSION VERTICAIL LAP SPLICE L REBAR PER PLAN "*S ALLOWED LO #4 6TION ANCHOR OR 5/0' ATR DRILL & EPDXY W1 W MIN EMBED DOWELAS w--Ij �FLAN "#5 ALLOWED ILO #4 REOD IN PLAN F10 Le 0 Kr. ML MEM PWRIPWOVIIIN WORT MMOONN NOT TO SCALE FMG-11 00 10 FGG-11 20 Ir CMU VERT. REINF. PER PLAN CONC SLA13 EXTERIOR FINISH ELEV.) (1) #4 FIENFORCIMENT SEE FOUNDATION PLAN SEE FOUNDATION PLAN 91W SW12006 FINISH GRADE PENETRATING FINISH FLOOR BAR CONT., TYP. FORM PER PLAN RECESSLAB PIPE LOOPTIE AS I x- SHOWER LOCATION REQUIRED (y-w 15 ------------ J15 ------- r PENETRATING PIPE - PVC • PVC LONGITUDINAL MONOLITHIC SLEEVE" •FRDWVNW MONOLITHIC FND. PER PLAN "VERIFY LOCATION IN FIELD FNO. PER PLAIN PBMM-CW M HLOOM W262= F13 BEAIIIMO FMWI30 F;17'280 Fieldstone C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERING: 29349 e-5 C1 IBRAHEM ELAYEB, PE P.E.# 91476 M BENJAMIN NIESE, PE P.E.# 86025 02/1212024 -ZN No. 860 STATE fill it MlchlWn 3400 Auburn Rd Suite 200 Auburn Hills, MI 48326 +1248.622.4035 Florida 12906 Tampa Oaks Blvd. Suite 150 Tampa, FL 33637 +1 813.466.3310 www fieldstonew com cr) 0 4N LLI I zo Z cc,)) :5 P < LL, L3 Z — * UJI -j CC C/) c/5 -j w - < LL 0 cn CC LU Q- r- MNo, DRAWN BY: I FAE I VERSION: 5.01 SHEET NAME FOUNDATION DETAILS SHEEr# S 1.0 CONTINUOUS UNTEL OVER MASONRY COLUMN. DRILL 3' HOLE IN SASE OF LINTEL 6 EXTEND MBAR THROUGH SF18-0B/IT 25 SH 25 SH SF18-OB/IT w/ LINTEL RECESS 8F32.OB/IT BF18•BB/1T 2888 DOOR 25 SH �� LINE OF SECOND FLOOR ABOVE ------------- I I I I I I L------ -- BF341B/1T w/UNTEL ISMOHM w 1 2XB STUDS CONTINUOUS UNTEL OVER MASONRY COLUMN. DRILL 3' HOLE IN BASE OF UNTEL 5 EXTEND REBAR THROUGH I I I 25 SH ENDJ 25 SH [if BF161Bf1T FIRST FLOOR WALLMEADER PLAN - ELEV. 11K1 SCALE: 1. REFER TO DWO S0.1 FOR GENERAL STRUCTURAL NOTES O `X111111111111. 0�0 Fieldstone 3pMIN C.O.A.# ARCHITECURE: .�� ��' F''• �� AA26002802 •'• C.O.E.# ENGINEERING: No. 8 _ 29349 O IBRAHEM ELAYEB, PE ,a Qi P.E.# 91476 IN BENJAMIN NIESE, PE % O E OF P.E.# 86025 �i� ' �:ORIDO! •?`� 02/1 2/202a ��ONAL C' DATE 1111111 Michigan 3400 Aubum Rd Sulte 200 Aubum Hills, MI 48328 +1 248.622.4035 Florida 12806 Tampa Oaks Blvd. Sune 150 Tampa, FL 33637 +1 813.466.3310 www.Neldstonese.corn M O O N x z Z Jcc (D Ed a a O � C) �CaW} _ Ucc } 1L C7 _ O US a W f` N M r O cc L _ DRAWN BY: I FAE VERSION: 5.0 SHM NAME WALWHEADER PLAN _e�yyyp •'el;§gEBy 0 yEE.s 01y§IS o�ga ss; a MSTCM40 FROM IONG MSTCM40 FROM IGNO • STUD ACCR083 FLOOR STUD ACCR088 FLOOR TO CMU WALL BELOW TO CMU WALL BELOW ® ® ® Michigan Z SH 3080 SH .0520SH END 3400 Aubum Rd Suite 200 Aubum Hills, MI 48326 +1 248.622.4035 Fladda 12906 Tampa Oaks Blvd. SuRe 150 Tampa, FL 33637 +1 813.466.3310 www.fleldsOwiese.com w Ty° 112 (2,•2" WALL C'0 O O J Y W Z 3-1/2'x5-tµ•PSL COLUMN 3.1/2'xS1/4'PBL COLUMN , O Q Z J cc 250 2SC (n W QOJ O CO)3050 SH � CS1e HORIZONTAL STRAP } DOW ABOVE A BELOW C/3 1S HORIZOMAL STRAP OPENINGS PER 8W4/54.2 ® _ d CONT. ABOVE & BELOW 306D 8H OPENINGS PER SWelSt2 C9 N (2)18TA12 FROM BASE (OF (2) 2K FROM 8118E OF (2) 2x COLUMN TO 2xt OF (2) 2x COLUMN TO O ® Id 2M GIRDER BELOW (2)18TA12 FROM �y GIRDER BELOW 3080 SH 3060 SH BASE OF (2) 2x LL. COLUMN TO (2)LSTA12 FROM BASE CS1 S HORIZONTAL STRAP (2)LSTA12 FROM BASE GIRDER BELOW OF (2) 2x COLUMN TO CONT. ABOVE & BELOW OF (2) 2x COLUMN TO r — GIRDER BELOW OPENINGS PER SWNMC2 GIRDER BELOW SECOND FLOOR WALLIHEADER PLAN - ELEV. IIKII SCIY.E: Vr.1'-0r C0 Fieldstone �pM, • _ C.O.A.# ARCHITECURE: ��� ��' F' DRAWN BY: FAE AA26002802 C.O.E.# ENGINEERING: _ No. 8 VERSION: 5.0 29349 * SHEET NAME O IBRAHEM ELAYEB, PE = SECOND FLOOR P.E.# 91476 HEADER PLAN IN BENJAMIN NIESE, PE TE OF V - P.E.# 86025 �i !�40RIOp!.•'• N SHEET#F t 02/12/2024 ''//�ONAI. •�'�� S2.2K DATE //11111%%% W (2)HETAIS - W (12)1Sd w � w I 1 w LOCATION OF i PLUMBING OR PS (TYPICAL) GIRDER PER MAN1F. HTT5 w/ (28)0.162 x 2-1/z NAILS & 5/8' ATR - THRU TOP PLATE TO HTTSKT ® TOP OF (4)2x4 BUILT UP COLUMN W/ (26)*10 x 2-1/7 80 ® BASE OF COLUMN HTrSKT w/ (28)t10 x 2-1/r SO & SM ATR ACROSS FLOOR TO CMU WALL BELOW W/ SET36 EPDXY & MIN. 12•EMBED (2)MTS78 TO (2)2x4 BUILT UP COLUMN. — LOCATION OF DTT2Z 0 BASE OF COLUMN W/ 18)1/4'xl-1/r = PLUMBING DROPS SD9 & 1A' ATR ACROSS FLOOR & SET3G (2) MTg16 TO (4)2e4 BUILT UP EPDXIED TO TOP OF CMU WALL, MIN. S• COLUMN, OTT2Z W/ (8) 1/47d EMBED. SEE R80I84.1 NYC SOS SCREWS TO BASE e OF COLUMN & Ilr ATR To FONDAnONw1SET36 (a EPDXY MIN 8' EMBED. _ t. '- THA422 OR HAGER PER MMN . IF l3) 1 3/4x18'LVL IL GI PER JI IIQ�Iq = M1 W A294 BUILT UP COW J 13/4'xI B'LK W I _ + R GIRDER PER MAN. - UF I (2)MT818TO(4)2x4BUILTUP o� ■ �y - ■ COLUMN, OTT2Z W/ M 1/410 N y w w 1/r BDB SCREWS TO BABE S !: OF COLUMN &FONDATIO1AT ATR TO' O EPDXY, IIN E EMBED. w . FLOOR/LOW ROOF FRAMING PLAN ELEV. HKBR SCALE: 1/e-1-4r NWM 1. REFER TO DWO $0.1 FOR GENERAL STRUCIUML NOTES 2. REFER TO DETAILS ON OM 84.1 FOR ROOF SHEATHING REQUIREMENTS lAIISS ws g J A R% yb y ° 5 i 5 E UNLESS OTHERWISE NOTED ON PLANS' 1. ALL TRUSS STRAPS TO MASONRY ARE BE MEfA1S. �.a bS.Y�2.9 j 3 2. All TRUSS STRAPS TO WOOD TO BESIM s EXTERIOR WAALLLS WHEN L BE ALLEDCONK ON THROUGH EXTERIOR SHEATHING. (2) 5 1 r i a� s a l H2.5A TO BE USED TO MULTI -PLY TRUSS. a fi 1 gg 1 5a; (1) EACH SIDE wA1d NAILS MIN. SIMPSON s 3 e 3 . b b 51 H2.5A MAY SE USED ON JACRTRUSSES ON THE EXTERIOR OF THE WALL MI § 8 $ E : ^ s 5 -E I w/Sd . 3. ILO TYP METAL TRUSS CONNECTORS, 8 F E l i 2.16 yp FRAME SCREWS MAY BE AT .111K. USED CONTRACTOR OPTION PER THE g ;9 FOLLOWING: A) TRUSS TO TOP PLATE TO BE (2) SIMPSON SDWC75800 8)MULTI-PLY TRUSS REQUIRE (2) SOWC758DO AT EA PLY C) (1) SDWC15600 SCREW FROM TOP PLATES TOJACKTRUSSES _ 4. FOR OBL TWIST STRAP TRUSS CONNECTIONS(LT&wskn-S) REFERT DETAIL R80 FOR INSTALLATION Michigan CONFIGURATIONS. 3400 Auburn Rd Suite 200 Auburn Hills, MI 48328 +1 248.622.4035 Florida FOR PLANS FIELDSTONE AE IS NOT CONTRACTED TO PERFORM TRUSS REVIEW 12906 Tampa Oaks Blvd. ON, THE CONTRACTOR IS RESPONSIBLE TO Suite 150 ASSURE THE DIRECT COMPLIANCE OF TRUE 3 Tampa FL 33637 MANUFACTURER LAYOUT TO THESE DRAWINGS & VERIFY ALL TRUSS +1 813.468.3310 CONNECTORS ARE SUFFICIENT TO WITHSTAND THE UPUFT)ATELIL LOADS Www.NeldStoneae.Com IMPOSED. IF ANY TRUSS CONNECTOR SHOWN IN THEE DRAWINGS CAPACITY HAS BEEN EXCEEDED THE TRUSS MANUFACTURER SHALL NOTIFY THE ENGINEER OF RECORD IMMEDIATELY HTT4 W (16) 0.1625a-W NAILS & 50 ATA M TO HTT4 w/ (18) 0.187x2-1/r NAILS ® TOP O OF 3-1/2'x5,1/4' P8L COLUMN (CONY. THROUGH TOP/BOTTOM PLATES. HTT4 ® �. N BASE OF COLUMN W/ (18) 0.1S252-1/r NAILS O & WV ATR ACROSS FLOOR & SET30 EPDXIED TO CMU WALL BELDWW/ 1r J Y Z EMBED. (2)MTS18 TO (2)2x4 BUILT UP COLUMN. 1 g 5 a V < W Q D1T2Z E BASE OF COLUMN W/ (8)1/4NI-1/z Z SDS & 1/2' ATA ACROSS FLOOR & SET33 J Q EPDXIED TO TOP OF CMU WALL, MIN. V EMBED. SEE RIM01.1 W Q J F _ ■ � COU. LL it(6 0• W F J 1 ■ Q� Cn 0 w W In W 0 N M r Fieldstone %%J%%11111111 ` ROOF FRAMING F44kN11 I7"URE: j% ,'�., �� ��• aF i SCALE: AA260=302i 1. NO1EFERTODWO BO „ORGMERALB,R"" ENGINEERING. No. 2. REFER TO DETAILS ON DWO S4.1 FOR ROaiiCFjfNG fEOLARBM6NT8 113 1 IBRAHEM ELAYEB, PE P.E.# 91476 Z. ■ BENJAMIN NIESE, PE %AO 3 OF �j ��i '��?�� P.E.# 86025 •�4ORIDp. U DATE ifil4�NAL DRAWN BY: I FAE VERSION: 5.0 SHEET NAME ROOF & FLOOR FRAMING PLAN SHEET # S3.1 K STRUCTURAL SHEATHING, SEE PLAN AND OETAILS FOR ATTA?ENT 11/Y RE -ENGINEERED WOOD TRUSSES AT 24. O.C. MAX .OR. 2x BLOCKING AT A' RIBBON BOAR SHEATHING EDGES w/ (� ATTACHED TO TRUS 8d NAILS INTO TRUSS w/ (C. NANS, 2 CONTINUOUS O.C. CENTER STRUCTURAL BHEATHINO NAIL PER 7YRCAL CONTINUOUS STRUC SHEATHING DETAIL SHEATHING NAIL PER TYPICAL SHEATHING DETAIL TYPICALTRUSS TYPICALTRUSS ANCHOR PEI PLIVI DETAIL AT TRUSS HEEL > 91M ANCHOR PER PLAN NOEL! REFER TO ARCHITECTURAL DRAWINGS AND/OR TRUSS MANUFACTURER DRAWINGS FOR SPECIFIC TRUSS PROFILE INFORMATION. (L4. HEEL HEIGHTS, SLOPE, OVERHANGS) STRUCTURAL SHEATHING, SEE PLAN AND DETAILS FOR ATTACHMENT PRE"ENGINEEREDWOOD TRUSSES AT 24' O.C. MAX. TRUSSANCHOR PER PLAN FASCIA, (SEE ARCH OWCGS) BOND BEAM PER PLAN DETAIL AT TYPICAL TRUSS w/ HEEL < 91µ• ROOFimgy W690w 11ro1/M023 nv1 Na; TO SCALE RWM-010 2X4 BLOCKING AT 2-W STRUCTURAL SHEATHING, O.C. w/ (2) 12d TOENAILS (SEE PLAN FOR EA. END TO TRUSS ATTACHMENT) j! PRE-ENGNEERED TRUSSES AT 24. O.C. BOND BEAM PER PLAN AND SCHEDULE SHEATHING PER PLAN 8' CMU WALL' SEE PLAN FOR VENT. REINF. META18 AT BLOCKING R07 w&L DIYIIABR7 Q IIMPIK IXf. WAIL MR" 11/011/2023 NOT TO SCALE RWM•070 STRUCTURAL SHEATHING PER PLAN PRE-ENGINEERED TRUSSES AT W O.C. TRUSS STRAP PER RAN EXTERIOR INTERNOFT S CMU WALL, SHEATHING PER RAN SEE RAN FOR vERT. REINF. 008 PAM@ Perot en Wa 11/0112023 NOT TO SCALE FIZZ Go REFER TO ARCHITECTURAL DRAWINGS STRUCTURAL SHEATHING AND/OR TRUSS MANUFAcnAwn SEE PLAN AND DETAILS DRAWINGS FOR 8PFM2RC 7IIU88 FOR ATTACMENr PRORLE INFORMATION. F0. HEEL HEIGHTS. BLOPE.OY6NANGS)ENGINEERED TRUSSES WOOD TRUSSES �.N AT 24.O.C. MAX. -OR- 2xBLOCKINGAT 2x RIBBON D SHEATHING EDGES w/ (3) 9d ATTACHED TO TRUSS w/ NAILS INTO TRUSS (3)10d NAILS, 24' O.C. CONTNUOU8 STRLX7rURAL CENTER MAX SPACING SHEATHING NAIL PER CONTINUOUS STRUCTURAL TYPICAL SHEATHING DETAIL SHEATHING NAIL PER FRAMING PER PLAN TYPICAL SHEATHING DETAL FRAMING DETAIL AT TRUSS HEEL> 91µ' PER PLAN STRUCTURAL. SHEATHING, SEE PLAN AND DETAILS FOR ATTACHMENT PRE-ENGINEERED WOOD TRUSSES AT 24. O.C. MAX TRUSS ANCHOR PER PLAN FRAMING PER PLAN FASCIA, (SEE ARCH OWLS) CONTINUOUS STRUCTURAL SHEATHING NAIL PER TYPICAL SHEATHING DETAIL DETAIL AT TYPICAL TRUSS w/ HEEL < 911C m1 ALL ENDS ALL TRUSS ENDS ARE TO BE SECURED TO THE W. WALL BELOW USING ONE OF THE BELOW METHOD& ONE RILL OPTION MUST BE US® FOR CONTINUOUS LOAD PATH: a INSTALL TYPICAL TRUSS CONNECTOR THROUGH EXT. SHEATHING INTO DOUBLE TOP PLATES. ET. SHEATHING IS CONTINUOUS AND WILLTRAWSFER COMBINED SHEAR 4 UPLIFT. b. INSTALL TVPIGALTRUSS CONNECTOR FROM TRUSS TO TOP PLATE ON INSIDE OF THE WALL ADDITIONALLY INSTALL LTS12 TOP PLATE-TO4TUD CONNECTORS ® EA STUD. EXT. SHEATHING IS CONTINUOUS AND WILL TRANSFER COMBINED SHEAR S UPLFf. a INSTALL TYPICAL TRUSS SCREWS FROM TRUSS TO TOP PLATE, MIT SHEATHING R CONTINUOUS AND WILL 4°-14°H�4•-14• 3M 3' +/• 1µ' 4114� 22 1 22 1/2' OPTIMAL OPTI 221/2• SS OR IR-aS OPTI et07WRHANO TER WC1580D OVERHANG PLAN PLAN 8818LEBDWL,COIFKMLATIONA BOMESMVC:CONF18UW1710N8 (TRUSS OFFSET FROM STUD) (TRUSS ALIGNED WITH STUD) INSTALL THROUGH TOP PLATE INSTALL THROUGH TOP PLATE INTO TRUSSIRAF7ER INTO TRUSS/RAFTER TAM OR RAFTER TRUSS OR RAFTER TRUSS OR RAFTER (2) SDWC156DD (2) SDWC158DD (2) SDWC158DO m ID m 4D m 4D OVERHANG OVERHANG OVERHANG PER PLAN PER PLAN Phi PLAN 3µ'-11/4' 3M-11/4' --1' Itz-11 1 -71W 1/T-7/8' oOUBLE SDYFG DOUBLE Soera CONFIOURA710N 8 DDueLE 801110e COti70 RATION D CONF18UU1-A (TRUSS OFFSET FROM STUD) INSTALLED THROUGH (TRUSS ALIGNED WITH STUD) INSTALL THROUGH TOP PLATE INTO TRUSSIRAFfER INTO TOP PLATE MAL INSTALL THROUGH TOP TRUSSIRAFTER PLATE INTO TRUSS/RAFTER VALLEY SET TRUSSES ® 24. O.C. VALLEY SET /- MIN. S LONG 20 TRUSSES Q GA FLAT STRAP 24. O.C. w/(8)1ed SHEATHINo SHEATHHING tPER AN PLAN ICING TRUSSNAIL TO TRUSS CHORDS (1) SOWC15800 w/ (3) 10d EA TRUSS SCREW END. TO EVERY \ � TRUSS BELOW DR j*TRUISsEs LLEY SET ® 24. O.C. EATHING PLAN ------------- PURUN ® EA VALLEY SS,MAIL TO COMMON SS w/ (3)1Bd GUN NAILS TTOM CHORD OF VALLEY TRUSS NAILED TO PURLIN w/ 1 Od GUN NAIL Q IT S ROOF 11wh7 ONR �.117 11ro,/207J R� LT6AWTW7TTrLolIV1 OUBLE TOP PLATE VWIF CON1111 MN ,1ro1i2023 LIRN17Vf MSE!V9Q FRAW 11ro1/2023 RIAW-020 RWW-p30 NOTTO SCALE RWO-N10 CONTINUOUS CONT. 2X4 (MIN.) W STRUCTURAL STRUCTURAL STRUCTURAL I (2)1 Od NAILS SHEATHING PER PLAN SHEATHING PER PLAN TYP TRUSS 2X4 LADDER FRAMIq AT 2P 2X4 BLOCKING AT DIAGONALS ONLY. ATTACH AT EA END w/ SHEATHING, SEE COAT. 27U w/ (� PER PLANCONNECTOR O.C. REO'D AT OVERHANGS w/ MIN. E IAILB. OCK4 BAYSLS. NAIL 1GACK FROM GABLENG TO BLOCKING ATS O.C. ATTACHMENT 2X4 OUTRIGGER AT 24.O.C. REQO AT i TRUSS TOP CFDFD w/ (2)18dGREATER THAN I r, ATTACH T0 WHEN SECOND BRACE IS REWIRED, OVERHANGS GREATER THAN 16". ' 12d NAIL$ 1 Od TOENA3S ® ATTACH TO GABLE DROPPED TOP pH0m ' OUTRIGGER TO NAILS AT W O.C. NAIL TO OPPOSITE SIDE OF BLOCKING 9. O.C. TRUSS TO (� � ®BA w/ TY'P TRUSS CONNECTOR PER RAN I ' ' �I HORIZONTAL BRACE, TRUSSIL (9)tOtl SEE REWIRED STRUCTURAL 1. AT VERTICALS 74r TO e$ USE ONE 2X4 t• BACK TOP PLATE TOENAILS BRACING PER TRUSS WALL FRAMING ONE EA SIDE STRUCTURAL MANUFACTURER I SHEATHING PER PLAN ALONG TOP PLATE DROPPED TOP GABLE YII/ OUTRIGGER$ SHEATHING PER PLAN PER PUW 2. AT VERTICALS OVER 9-S TO S•4' USE (2) 2X4'L• BACKS (1 WOOD 2X4 BLOCKING ® CONT. 2X4 (MIN.) w/ REO'D AT 170 MPH OR GREATER �' EA SIDE) (OR FRAME PER CASE 3 BELOM. EDGE NAILING SHEATHING EDGE (2)10d NAILS I 3. AT VERTICALS _ _ 111 IN LIEU OF BLOCKINGAND w/ (2)10d ®FA I ALT. OLTROOIIQ:R FRAMING AND AN ADDITIONAL DIAGONAL BRACE IS REWIRED AT THE EDGE NANlNO NGANSHOWN END TO AQACENT 2X4 LADDER FRAMING AT I (REUV A 170MFH OR GRE/A TRUSS W® 24. O.C. REOD AT I BLOCKING AS FEOUIRED PEAK AND AT EVERY OTHER VERTICAL MEMBER IN THIS WITHIN THE CABLE, IT IS I i S RANGE ATTACH THE DIAGONAL AT MD. HEIGHT AND TO THE CHORACCEPTABLE TO USE (OR RUTTY OVERHANGS U TO 1S. I '' FOR BRACING R. TRUSS CONT. 2X4 w/ (2) 12d NAILS BLOCKING BELOW THE ROOF SHEATHING w/ (5)12da AT EA 'EDGE NAIL SPACING TO AS SHOWN) NAILING ATTACH / (TRUSS TOP MANUFACTURER. STRUCTURAL SHEATHING SEE PLAN FOR END. IN ADDITION TO THE SECOND DIAGONAL, A AS SHOWN) CHORD w/ (2) 18' NAILS I ' PERMANENT TRUSS STRONGBACK IS ALSO REQUIRED AT THESE VERTICALS AND BOTTOM CHORD OF TRUSS AT 1 S O.C. TO TRANSFER LOAD. 2X4 BLOCKING 4D GABLE TRI188 w/ / 8EE REQUI I I MANUFGACTURER 01110 PRE-ENGINEERED WOOD ALL STRUCTURAL MUST BE ATTACHED TO EA.'L' BACK WITH (2)12ds AND ONE TOE -NAIL SHEATHINGEDGE w/ VERTICAL WEBS AS BRACING PER TRUSS MAX SPACING. TRUSSES AT 2-0' O.C. MAX SIMPSON H6 OR ONE LISP PITS CONNECTOR EDGE NAILING (2) 10d ® EA END NOTE) IN THE MANUFACTURER (1) ADDITIONAL FLAT ZX4 FASCIA SHEATHING I (SEE ARCH. ORAL) 2x SMG SIDE MAIL ALLi•A BACKS BACKS AT AND BOTTOM. w/12di AT SHEATHING TO ADJACENT STUD FRAMING BFffT I (Ls. BBCI RUQ'ATTS) WITH BLOCKING SPLIMI EA7Mq TRUSS NOTES I TRUSS BAYS LACED (3) BLOCKING O.C.NOTCH 'L•BAC149ATTOPANDBOTTOM. I TRU88 BAYS PLACED (3)10d tCHOFIOEJA. (3)1 Od NAILS MD BETWEEDBRACING ENT TRI18S ANCHOR EA. TRUSS TRU88 CIOID PRE-ENGINEERED WOOD NAIL BOTTOM CHORD PROVIDE 2X8 PT PLATE w/ 1/2' DIA x 10' (RESULTING IN ING MAX. pED PLC TRUSSES AT 7� O.G MAIL OF GABLE TRUSS w/ ANCHOR BOLTS ® W-0. O.C. MAX w/ 3YCP OVERALL BRACING) CLIU WALL PEA PLAN FASCIA(SEE ARCH. i 12d4 AT W O.C. PL WASHERS AHD T E316®. NOTCH HORIZONTAL ac DRAWINGS) 5 i MASONRY HORIZONTAL 2x BLOCKING OVER PLATE BLOCKING BETWEEN SHEATHING PBi RAN TRUSS ANCHIOR I' MA80NRY WALL, BOND BEAM, LINTEL BEAM, FIRST 3 BAYS OF PEER PLAN SEE PLAN FOR FRAMING TO OR RAKED VAULTED BEAM PER PLAN. FOR RAT® AIAIWOOD/ Ad1aAABOg1V1 ATTACHMEMOFAl1PERMANE7NTBFRACING0 1 FRAMING PER RAN STRUCTURAL SHIFATHING AND DETA L CONDITION, SEE PLAN w/ lUd O C O.C. I PARTIAL WOOD BEARING BE TRUSS 110M DETAL x-f0% HOUSE WIDTH 3 X -10% HOUSE WIDTH 'X•-10% HOUSE WROTH L _ 0 _ Q7 2 3 7� L RIDGE - - RIDGE RIDGE (ABLE END 1O I Fp BONON HIP GARBLE 3 BOOSSTEIUL.IE NIIY RoostTAwiNlezor�e 1 1 2 1 3 SHINGLE 71116' SPAN RATED SHEATHING Od RING PANEL EDGES ® SUPPORTS (1) Ir O.C. F O.C. 4. O.C. OR SHAW TILE: 16/32' SPAN RATED SHEATHING 0.113' x 2.3/S OR PANEL FIELD (1) a' O.C. C O.C. METAL I WW SPAN RATED SHEATHING NDf 1m 1. LONG SIDE OF SHEATHING TO BE PERPENDICULAR TO TRUSSES OR RAFTHi&TYPIGAL 2. EDGE SPACING ALSO APPLIES OVER GABLE END WALLS OR TRUSSES, 3. FASTENING ZONES 2 AND 3 ARE EQUAL TO 10%OF TOTAL HOUSE WIDTH, DIMENSION'r OFFSET FROM ROOF EDGE W WIDE HOUSE - 3' ZONE, 4d WIDE HOUSE - 4 ZONE, SD WIDE HOUSE - 9 ZONE, W WIDE HOUSE - e ZONE R10 NQiHPT=WA=DffALXMHM111011200 n EOD4NG TOBLAIM THRERt O RWM-100 STRUCTURAL SHEATHING • b1VLL N 2C11RO4 PER PLAN RNNTO 80TTOYC O"AIE TVAMS"AND \ TOPUR1Nw104GNNAII AINPIIOWUN/ IR 14ANND COAT. 2INw M TYP TTMSB (� Tad NAILS 12d Twit CONNECTOR PER RAN EA STRAP ENGINEERED WOOD ROOF STROO,UAN. / TRUSS AT 24' O.C. MAX SHEATMNG P81PLM ALT.OUR001®RFRAMNO -Q WHEN QUANTITY OF MISSED TRUSS SEE REONIR® IRACNG RE ITRRS STRAPS MISSED MOPEDS (5) IMANIFAGRIPEA BfRI1Cf1I1K �0 CONSECUTIVE LOCATIONS, INSTALL CONT.29FASORPa1 HGAM10KTA w (4)•1µW V r MASONRY ' E"1PRE-ENGW®® SHEATHNOPEI PLAN SCREWS TO TOP OF WALL B WOOOTRUBEESAT .•$� .� - (4)1µ5d-1/2 SD88CEM TO TRUSS 2a01MMAR TO AFFECTED MISSED TRUSSES a SLOpEEd TOBIAlID. M a Tithe, BAYS BARN FROM GABLEEO TYPICALERN CMU WALL STR CIUTAL S EATHENGPAN now ACI WAA•EA. OVER FRAMED TRUSS WILDOI NG SIERHNGPEEPLAN (1)SIMPSONHTSMIS(OR aE1W®ETRRSFD MASONRY TRLESBANCHIOTI APPROVED EQUAL) AT 'DSD"IE" m o I CAL WALL OR UNTIL. AGE EA MISSED LOCATION Ek PLAN FOR PMNFORCEMEd (4)1/4•0x21AL• HLSAEEA > 1WIITIIPa1PLAN MASONRY SCEI S OVERFAA®TRIMS AT EA STRAP EDGE NAILING I CON07gENOFUBG PER PLAN FRALNq PER PLAN 1. UPLIFT VALUE FOR TRUSS LOCATION DOES NOT EXD®1,110IDa. UPUFr. SHEATHING. 8101 RAIN WOOD NT 2. NOT ACCEPTABLE ON MULTI"PLY TRU88 APPLICATIONS. /�E��FOGyA7�u�aEB�a� WAB R208 VEofIEIO/VNEG0Y11G1IL IF FIELD CONDITIONS EXCEED CONDITIONS OF USE, CONTACT ENGINEER OR RB'G/02A11 ARCHITECT OF RECORD FOR APPROPRIATE soumON. R11 R SBh A� M(MA)OMUMOFtsoMPH E)O+C)11�1/M029 S IO W411I reM 11/O,i2028 RWG-1f0NOT TO SCALE RV2AL130 caRIAEaR SIEAREq EDGE 1M NNNG PEP RAN HIEAE EA END 01 SDAEO'ISEI 4CREVR FIEOM TOP PLATES TO HANO� PER w= OFVALEV TR188I1/-I O.C.MN 1RMB a 1S O.C. T)EA PLY. PER E PLANPLAN PBRPLAN T% Fieldstone C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERING 29349 0 IBRAHEM ELAYEB, PE P.E.# 91476 IN BENJAMIN NIESE, PE P.E.# 86025 02/12/2024 DATE ````11111111 No. 86 r Q OF Q/ A�ORID�L.•' 0� i/'01VAt- ��• 11 aap'L g agEf jj a�re,=5 Pq blet111Is 12a 55E¢ all. L9 a 1E�zJ ij ag a1 L8 Michigan 3400 Auburn Rd Suite 200 Auburn Hills, MI 48326 +1 248.622.4035 Florida 12906 Tampa Oaks Blvd. Suite 1 so Tampa, FL 33837 +1 813.466.3310 www.fleldsionese.com r) O F_ O N x Z ' o �Q f- Z , i (n W Q U. 0 !q w C �J U UJ �_ CO 1 G � cc _ �a M N O Lc r r- L IDRAWNBY: I FAE VERSION: 5.0 SHEET NAME DETAILS - ROOF SHEET # S4.1_ EXTERIOR WALL SHEATHING SHEATHING NAIL PANEL EDGE FIELD BLOCKING REQUIRRED (MIN.) Siff NAILING SPACING REQUIRED 700' SHEATHING 3.O.C. 1r O.C. ALLEDGES PANEL EDGE NAUNG NOTE PROVIDEBLOCKING AT ALL SHEATHING EDGES S 3/B• i• STRUCTURAL SHEATHING • SINGLE NAIL EDGE SPACING 1/28 DOUBLE NAIL EDGE SPACING STUD SPACING 2X4 BLOCKING PER PLAN SHEATHING SPLICE - GAME NAILING THICKNESS AND STRENGTH AXIS PER PLAN ORIENTATION AS WALL SHEATHING w,�1 LfR/LOTiARM M7AL 11101r2m NOT TO SCALE WG7010 EXTERIOR WALL SHEATHING SHEATHING NAIL PANEL EDGE FIELD BLOCKING REQUIRED (MIN.) SIZE NAILING SPACING REWIRED 7/1S Sd 3.O.C. 12' O.C. ALL EDGES SHEATHING 3W STRUCTURAL SHEATHING FlED NAUNG, TVP. SINGLE NAIL EDGE SPACING �- PANELrow NAIUNo BOTTOM 31/2' CHORD woe GAP END 8I07M DUAL 11/019= NOT TO SCALE WGG-020 PRE-ENGINEERED TRUSS PER MANUF @ 24. O.C. MAX; ATTACH TYP TRUSS STRAP PER PLN (NOT SHOWN) (6) 0.14870' FACE NAILS THRU KING STUD TO HEADER (MIN. 3 EA PLY.) NFADFR ATRAP AFfYMNT PFN TAN F ULT BASIC WIND SPEED HDR MAX CLR SPAN STRAP REQT!(T <140 MPH 4 FT LSTAIS 5140 MPH 9 FT MST= <1B0 MPH 5FT MSTA24 (2)-2x TOP PLATE INSTALL SIMPSON SSP PLATE TIES 0. O.C. ALTERNATING SIDE OF THE WALL FROM TOP PLATES INTO RAISED HEADER BELOW OVER OPNO, TYP. TYP TRUSS -TO -TOP PLATE CONNECTOR PER PLAN HEADER PER PLAN, (2) PLY. MIN. ADDITIONAL JACK/KING STUD CONNECTOR REQUIREMENTS PER PLAN. EDGE NAIL SHEATHING AROUND OPNO PER TYP SHEATHI DETAIL REO'MNTS # OF JACK STU 2XFRAMING BELOW WINDOW SHEATHING PER PLAN PER PLAN OR OPNGS PER PLAN; OMIT AT AT FOUNDATION CONDITION - HOLD GENERAL NOTES DOOR OPNGS, TYP. DOWN REQUIREMENT PER TABLE T— TT ULT BASIC HDR MAX HO PEQ'MNT I I I I I I I WIND SPEED CLR SPAN I I I I I I AT 2-STORY F L R-TO-FLR OTT2Z w/ (*1µ-1d-1/r CONDITIONS (IF APPLES): 5140 MPH 4Fr I II II 81/2'xxS TITER HD• I I I I 5140 MPH 9PT HTT4 W/(1S)-0A4rA-1/r TO 1 L KING IL WOW TM31 HD* — — — — — <i80MPH 5FT DTT2Zw/(*1J4'xt-1/r — a 1mm' THEN HD• 2x STUDS, SPACING PER PAN/N"O� TYP. U.N.O- STD HEADER CONFIGURATION (VIEWED FROM INTEROR) • AT CRANIIBASEMENT CONDITION, TITEN HD SHALL BE SUBSTITUTE) FOR ATR OF SAME DIAMETER DRILL 6 EPDXY 0• MIN EMBED TO FOUNDATION WALL /,1TYPIC�IL OPENNG @ BEAABIG WALL (6) 0.148',O' FACE NAILS THRU KIND STUD TO HEADER (MIN. 3 FA PLY.) HFADFR STRAP RFO'MNT PFR TABLE LILT BASIC WIND SPEED HDR MAX CLR SPAN STRAP RWMNT <140 MPH 4 FT LSTAIS 1140 MPH OFT MSTC20 I !SAW MPH 5 FT MSTA24 ULT SAM WIND SPEED HDR MAX CLR SPAN HD REOMNT <740 MPH 4 PT C816x48• LG. 5140 MPH 9 FT (2) C e"W L0.• <1B0 MPH 5 FT C81Bx48' LG. • APPLY (1) STRAP TO JACK STUD W/ HDR STRAP 5 (1) STRAP TO KING STD (FLA=) 11/a1/2023 INT. FINISH WOOD SUCK ATTACHMENT: ALTERNATE: DOUBLE 2x TOP TOP PLATE CONNECTOR, IXONTOMP.T.SIlCKTO ZKORGRINKMI MTO EXTERIOR CMU WALL PLATE SPACING PER PLAN (CHOOSE ix WOOD MAMMY MASONRY MID SPAN BLOCKING ONE). 1x P.T. BUCK MATCH FRAME WIDTH, BUILT-UP THICKNESS < 2 BETWEEN EACH a (1) SPH4 ® 2X4 WALLS ATTACH w/ T NAILS 0 1µ' - 1/45M• MASONRY STUD, UN.O. (1) �M M 2XS W� ATTACH FROM ENDS AND it O.C. SCREWS Or FROM ENDS GARAGE DOOR AND b. (2) H25A (ONE EA SIDE OF - •! WINDOW PER REMAINDER. ATTACH AND 1 r O.C. REMAINDER TRACK INSTALLED PER BOTTOM PLATE CONNECTORS, PLATE) PRODUCT MASONRY PER FIARDA NTO FLORIDA WINDOW THRU BUCKw/11/4'FA6EDMENT MANUFACTURERSSPECIFICATIONS. ~`,•x •�t SPACING (1)NSPHM®2X4 WALLS d. (2)SDWC1S8W gaRl6�01aL PRODUCT APPROVAL (1) SPHB 10 2X5 WALLS S. STRUCTURAL SHEATH INo S FIRISH PER ELEVATION b. (2) H2.5A (ONE EA SIDE OF PLATE) NAILING PER PLAN 2X6 WOOD SUCKANCfORED a (2) SP1 (ONE EA SIDE OF PLATE) SHEATHING PER PLAN TO CMU w/ 1/r x IrL' BOLTS d. (3) SOWC15450 SCREWS 2x STUDS AT 18' O.C. OR 5/8• x 6' SIMPSON TITEN s. STRUCTURAL SHEATHING S 2. BOTTOM PLATE ��py��� MS yy� * ry�� L��M HDS W/ r WASHERS AT 2P NAIUNG PER PLAN PER PLAN 14 IM Irk YF M=ATIAVfS1� I DUAL 12/1TY2L121 � O.C. S NATHIN B' OF TOPANDID ep— � *II* M� ��1 FRAME TO BUCK BOTTOM, HI (2) ROWS OF Drr •: w. a-.. TO MASONRY x 3' MASONRY SCREWS 0Ir NKGW-185 NOI;;a SCALE WG Z40 O.C. sTAGOER Rows s STRUCTURAL SHEATHING 2x FRAME WALL W/ P.T. S ATTACHMENT PER RAN SILL PLATE, PER PLAN ANCHOR BOLTS OR STRAPS, SEE GENERAL NOTES, V.N.O. r CMU WALL, BOND BEAM S VERT. RENF. PER PLAN ::12A FRNEWAMONW190M MI 11/01/2023 NOT TO SCALE WKRAb121 EXT. WALL. PER RAN 2X4 BLOCKING ® 2P O.C. NAILED BETWEEN STUDS W/ (2) tOd NAILS EACH END ANT. WALL PER PLAN (2)10d NAILS EN STUD TO EA. BU EXTERIOR CMU WALL WOOD BUCK ATTACHMENT: ANT. FINISH 1/4• DRIVE-IN ANCHOR BcOR�17e1 SRICKTO AIASORaIY .: DOUBLE 2x TOP PLATE IxWOOD BUILT-UP THICKNESS < 2 tµ• -1/4xP GARAGE poop AND 2x P.T. BUCK MASONRY SCREWS ® W FROM ENDS TRACK INSTALLED PER AND I r O.C. REMAINDER W/ 1 1µ• MANUFACTURERS •' n .: MID SPAN BLOCKING BETWEEN ATTACH DOOR PER EMBEDMENT SPECIFICATIONS. ..N " " ' EACH STUD AT FRAME WALLS 2x STUDS SPACING FLORIDA PRODUCT � :. - w/ PLATE HEIGHT 9-0 OR PER GENERAL NOTES U.N.O. PER PLAN APPROVAL �r•'"� • ALTERNATE.* 1/r x 2 tµ' HILT SLEEVE TALLER, OTHERWISE MAY OMIT. 1% aJp(TO MABORIIY ANCHOR OR EQUAL MIN.1 1/r •'."r j i MATCH FRAME WIDTH, ATTACH w/ T BRICK NAILS ® 4' FROM ENDS AND I O.C. EMBED INTO MASONRY (1) PER SHEATHWO MOLD REMAINDER ATTACH DOOR THRU ETOJ BRACIQ:T 2x BOTTOM PLATE PER PLAN RawFINISH PER BUCK INTO MASONRY PER FLONDA MATCHING WALL WIDTH ELEVATION PRODUCT APPROVAL N I MASMRY w15 TYWADMATTACIIAXDUAL 11/01/NM3 W16 TYP OARII�MATTACM9 11/01/1023 EMMM WALLN4 LRFf NOTTO SCALE ZZ50 NOTTO SCALE WKRRA-180 WGW-111 2X4 DBL TOP PLATE 2X4 BLOCKING TO BE FLUSH WITH STUD FACE THAT E ADJACENTTO INTERSECTING WALL 2X4 INTERSECTING - WALL BEYOND — PARTY OR — EXTENOR WALL -2X4 SILL PLATE (P.T. WHEN IN CONTACT W/ CONCRETE COMMON WALL, (TYP.) S x a x 16 CMU WEAVE BLOCK COURSES EVERY OTHER BLOCK (TVP.) o EVERY BLOCK TEE INTERSECTION REBAR PER PLAN IRAWALLOONrI:Ct10Ni08MWAIL 2 2= iB lYPICRLCWINIEiLSBCAONDUAL 11m2023 r WGYY-1w NOTTO w-A.E WGLF182 N Zefil a =Woo ■■19� 2X CRIPPLE STUDS ®19 O.C. OVER HEADER, TOPEBOTTOM STUD CONNECTORS PER W10184.2 TYP. (FINFORMATION LOND BREAK UUME ORR NOOT�SHO ILORffNEi TO STD HDR CONFIGURATION) RQUGHOPEM� MITER UNTES BY BELOW FIELD CUING .. P #5 REBAR IN VERTICAL GROUT FLUID CELL #5 CORNER DOWELS INSIDE AND OUTSIDE OF VERTICAL #5 BAR AS SHOWN PRECAST LINTELS FILLED WITH GIROUT 190 OM GANG MTALrrV OMM BE ZIA12M rrca r WGM 250 TOP OF HEADER AT MTL STRAP LOCATION BOTTOM OF TOP PLATE MATCHES STD CONDITION OHT PER PLAN 2x CRIPPLE STUDS (2)-2x CONT FLAT PLATE USE (3)-2x PLATE AT OSL MTL STRAP LOCATIONS ALT RAN®If/1061 2x FULL HEIGHT KING STUD W/ PEN. NUMBER PER PLAN ■■WNW }. , END CONTINUOUS DOUBLE ID SCHEDULE 2x TOP PLATE GHT PER PLAN HEADER PER PLAN 2x BL.KG - USE DEL, OR FLAT 2x BLKG HS DBL OR t� r WIDE MIL STRAPS g 2x JACK STUD -NUMBER PER PLANINOTES = WALL SHEATHING p PER PLANS04EAR = WALL SCHEDULE SINGLE, DOUBLE OR Z FLAT 2x BLOCKING, TYP. (2) 2x SILL PLATE SINGLE OR DOUBLE STRAP PER PLAN. PLACED OVER OR BEHIND WALL SHEATHING 2x SILL PLATE W/ SILL ANCHORAGE PER PUN CMSTCIB 0.148N.41/4• 2T 4890 STRAP # OF NAIL4 END STRAP ® EA END LENGTH CAPACITY p-BSt C320 1 0.1St'x2-1? p 1030 Isle o.1s1x�1/r 1s M. roN H00,® Dowd R•AMARWNL B12 ttAI1I2029 NL FIIEJ®CB!! r,. ALL .�..�`�.� +j �f •� WFOLA TION R/Jl AND DETAU FOR F�NdAHN�Na Fie��dstone ``111III// WBW-120 N•N, '�, ��,.� V11teTM�RMML� 1�� C.O.A.#ARCHITECURE: ToronlL 1M°"1°° AA26002802 C.O.E.# ENGINEERING: NO 29349 O IBRAHEM ELAYEB, PE P.E.# 91476 ■ BENJAMIN NIESE, PE %.O STATE OF �i�� ' P.E.# 86025 ' ��ORIDO! • ��?`� //'�Ss��N%I►�. 02/12/2024 �' ��` DATE /1111111/ 1.9 S �ST i$oE rSAB �y�q�¢ �SSEg��Eg22���i�9$ 9 Michigan 3400 Auburn Rd Suite 200 Aubum Hills, MI 48326 +1 248.622.4035 Florida 12806 Tampa Oaks Blvd. Suite 150 Tampa, FL 33637 +1 813.466.3310 www.fleldstoneae.com r) O In J Y W In Z o ga Z ; Jir (� W Q O O J w U :3_ 0� Cr — �a N c L _ MAWN BY: I FAE VERSION: 5.0 SHEET NAME DETAILS - WALL S4.2_ 2x KNEE WALL OR PRE$LG FLO4PLAN STRUCTURAL SHEATHING & TRUSS, STUDS ® 24. O.CATTACHMENT PER PLAN, CONT. META18 024. O.C. (MAXTHROUGH FLOOR SON •• NOTE: 2x4 VERTICAL INSTALLED T2x FRAME WALL PER PLAN, TOP AND BOTTOM CHo1O xdCONT. 2x PLATE w/ (2)1Sd (3)8d TOENAILS AT LOCATKIN INAILS 0 IV O.C. Y.E. EMBEDDED 61MP6 AND END GABLE TRUSSPANEL EDGE NA&1NG vERRcu e M eAIxR1+& _ _ - - FLOOR SHEATHNG & _ _ ATTACHMENT PER GEN. NOTES TRUSAN PANEL EDGE NAILING SHEATHINAN 2.4 BRACING MIN. 90 NEg CMU WALL,AM LENGTH w/(3)10d NAILS END & VERT. REINAN GABLE &MIN. (3) FLOOR TRUSS, BRACING SPACED MAX. 64P O.C. 1-01 r �ROOATMMMAOMYWALL 11101r2m LTZ10 2x FRAME WALL PER PLAN, CONT. 2x PLATE w/ (2)1 Sd NAILS ® EA TRUSS FLOOR SHEATHING & ATTACHMENT TRUSS PER PLAN SHEATHING PER PLAN STRUCTURAL SHEATHING a ATTACHMENT PER PLAN, CONT. THROUGH FLOOR SECTION PANEL EDGE MAILING (4) 1Sd NAILS RIBBON TO EA TRUSS, TYP TOP a BOTTOM ad NAILS S• O.C. WALL SHEATHING TO EA TRUSS END LEG PANEL EDGE NAILING META? S ANCHOR ® EA TRUSS E CMU WALL, BOND BEAM & VERT. REINF. PER PLAN L02 RAOMI, MMWEfWALL 11ro1/z023 NOT TO SCALE LTM-020 2x FRAME WALL PER PLAN, CONT. 2x PLATE w/ (2)16d NAILS ®18. O.C. FLOOR SHEATHING &ATTACHMHEHT PER GENERAL NOTES 2x RIBBON w/ (2)10d NAILS @ EA TRUSS COUPLING NUT, OR THREADED ROD CUT TO LENGTH TRUSS PER AN w/ (2)1J TOE NAILRTO TOP PLATE0d I/2' ALL -THREAD ® 3r SHEATHING PER PLAN O.C. ® ALL CORNEAS AND R:OOAiR1SSW01 MF W(M 11rivam wco r MOD-RB(IAW-02D) 2x FRAME WALL PER RAN, CONT. STRUCTURAL SHEATHING a 2x FRAME WALL PER PLAN, STRUCTURAL SHEATHING a 2x FRAME WALL PER PLAN 2x PLATE vd (2)16d NAILS 0 1 w O.C. ATTACHMENT PER PLAN, CONT. CONT. 2x PLATE w/ (2)tad ATTACHMENT PER FLAN, CONT. HOLD HOLD DOWN CONNECTION PER PLAN FLOOR SHEATHING a ATTACHMENT THROUGH FLOOR SECTION••• NAILS ®18' O.G THROUGH FLOOR SECTION- ANCHOR BOLTS OR EPDXY ANCHOR PER GENERAL NOTES FLOOR SHEATHING a wA: MIN. EMBED. (EXPANSION BOLTS TRUSSNOIST PANEL EDGE NAILING ATTACHMENT PER ARE NOT ALLOWED) PER RAN NOTES rRuse/Jasr PANEL EDGE NAILING 2xBOTTOM RATE PER FLAN BEAM IGIRDER PER RAN PER RAN BEAM/GIRDER PER PLAN 2x BLOCKING ® EA We PANEL EDGE NAILING THING EDGE NAILING STUD PER PLAN AS SHOWN PRE-ENGINEERED NOTE.PER ILO CONT. WALL SHEATHING LLA C. wa1 SHEATHING INSTALL TNUSSNOIST PER PLAN SHEATHING PER INSTALL LSTA15 STRAP EA STUD, LSTAI5 STRAP EA STUD. CORNERS a r CMU WALL, SOND BEAM a PLAN CORNERS & FLANKING ALL OPENINGS. TRUSS/JOIST CONNECTION TO FLANKING ALL OPENINGS. CENTER VERT. REINF PER PLAN CENTER STRAP AT TOP OF BEAMANSIDER BEAM PER MANOR STRAP AT TOP OF BFAMIGIRDEi 2,STg1Y COMECTION AT BEAM ATBEAM 1110IM023 BEM 9IUD9 TOON BEAM DUAL 2* 2D22 F11-71 (j)NOTNSfgIYCOIIIECIION11/01ram L26 NOT TO SCALE LGO-M TO SCALE LOG--080 LGM-280 STRUCTURAL SHEATHING a ATTACHMENT PER PLMI, CONT. THROUGH FLOOR SECTION 2x FRAME WALL PER RAN, CONT. 2. RATE w/ (2)Iad NAILS 018. O.C. FLOOR SHEATHING a ATTACHMET PER GENERAL NOTES �_jkjai� TRUSS PER FLAN 2x KINEE WALL OR PRE -ENO TRUSS PER RAN E CMU WALL, BOND BEAM & VFW. REINF. PER RAN 2x4 LEDGER OR TRUSS TOP CHORD w/ (2)12d NAILS TO EA WALL STUD (MAX I V O.C.) STRUCTURAL SHEATHING & ATTACHMENT PER PLAN PRE -ENO ROOF TRUSS PER MANUF., STRAP PER PLAN TRUSS BOTTOM CHORD OR 2x LEDGER w/ IOd NAIL TO EA VERTICAL & TO BOTTOM PLATEICHORD 0IV O.C. --NOTE: DETAIL LOI IS REQUIRED TO ACCOMPANY THIS DETAIL STRUCTURAL SHEATHING a ATTACHMENT PER PLAN, CONT. THROUGH FLOOR SECTION 2x FRAME WALL PER PLAN, CONT. 2x RATE w/ (2)1Sd NAILS 018' O.C. FLOOR SHEATHING & ATTACHMENT PER GENERAL NOTES RIPSWI_..� TRUSS PER PLAN 2x TWEE WALL OR PRE -ENO TRUSS PER PUN E CMU WALL, BOND BEAM & VERT. REINF. PER PLAN CONT. 2x4 GAIB)GEB STRUCTURAL SHEATHING & 2" LEDGER OR TRUSS TOP CHORD w/ (2)12d NAILS TO EA wi EA STU ® EA aTUD a TOE ATTACHMENT PER RAN, CONT. WALL STUD (MAX 1e D.C.) NAILED NAILED TO EA TRUSS THROUGH FLOOR SECTION STRUCTURAL SHEATHING STRUCTURAL SHEATHING 2x FRAME WALL PER RAN, A & ATTACHMENT PER RN a ATTACHMENT PER RAN CONT. 2x PLATE w/ (2)1ad NAILS ® EA TRUSS TOP CHORD SEARING PRE ENG ROOF TRUSS PER MANUF., STRAP PER PLAN M 2A LEDGER w/ IM x B' SDS SCREW TO EA TR18S VERTICAL a TO BOTTOM PLATEKNORD ® E O.C. •• NOTE: DETAIL Lot IS REQUIRED TO ACCOMPANY THIS DETAIL CONT. 2.4 RIBBON FLOOR SHEATHING a ATTACHMENT PER GEL. NOTES TRUSS PER PLAN MANUF., ROOF TRUSS PER MANUF., STRAP PER RAN COW. 2, RIBBON TRUSS BOTTOM CHORD OR E CMU WALL, BOMD BEAM 2x LEDGER w/ (2)tOd NNL TO CONT. a VERT. REINF. PER PLAN RIBBON 0 IS' O.C. ..MOTE: DETAIL L0216 REOURED TO ACCOMPANY INS DETAIL .. RAGA TO WA9OI�iY WALL Q LOW FKV =412o22 iO MA9 W WALL Q LOW ROOF 2/241202Y eMSCALE R TO MASONAYWALLQ LOW ROOF IVIV2121 LI I r ,.,.,,. em. •.r ,-,...NOT TO SCALE LTM-110 LTM-12D LThF130 2x FRAME WALL PER PLAN, CONT. 2x PLATE w/ (2)18d NAILS 018. O.C. FLOOR SHEATHING & ATTACHMENT PER GENERAL NOTES TRUSS / JOIST PER RAN SHEATHING PER RAN LSTA12 ® EA TRUSS VER ICAL, BEND ® BOTTOM PLATE FIELD FRAME 2X4 LOff WALL OR PRE ENO FLOOR TRUSS. STUDS ® 2P O.C., TOE NAIL BOTTOM PLATECHORD w/ 104INAILS O W O.G LSTAIS ® EA. VERTICAL, SEND ® BOTTOM OF TOP PLATE 2. FRAME WALL PER PLAN �ROORTIIUS411101STTORIAIIEWALL 12/1T/2021 �w r LGW-030 STRUCTURAL SHEATHING & ATTACHMENT PER RAN, CONT. STRUCTURAL 2w4 BLOCKING BETWEEN EA THROUGH FLOOR SECTION CONT. 2x4 BLOCIONQ&EDOER SHEATHING I I TRUSS (OR CONTINUOUS AS 2x FRAME WALL PER w/ (3)10d ®EA STUD a TOE CONTINUOUS I TRUSS ALLOW) v4p)10d TOE RAN, CONT. 2x RATE w/ NAILED TO EATRUSS 2x S I I,I ;q TO (2)1ad NAILS 01C O.C. STRUCTURAL SHEATHING �" W BEAM/GIRD13R PER RAN a ATTACHMENT PER PLAN , Ik iWLM�10 PER FLOOR SHEATHING a PER PLAN DETAILS ,�. �.�. „BUSSES ATTACHMENT PER I ® 24 O.C. GENERAL NOTES EDGE NAIL SHEATHING M `�IIII�II����// _ 1µ-WSDS® 0�0 Fieldstone $pM! TRUSS/JOIST PER PLAN PRE-ENG ROOF TRUSS PER 8HEATHING PPEA u�LAII HM26 OR C.O.A.#ARCHITECURE: TUEA TRUSS ♦�� ��'•�.• F'��'� MANUF.,H2Q HANGERNIGER � HANGER PER AA26002802 SHEATHING PER PLAN PER MAUNF., U.N.O.O.O. gEA,� ORFILM ` EDGE NAIL SHEATHING TRUSS TOTHEw HZKY", C.O.E.# ENGINEERIN No. 8 _ GIRDER BEING CONTINOUS TO TIE BEAM BELOW IS TO USE LBTA72 29349 = � Z;,,om" 0 EA STUD ABOVE TO BEAM CONT. WALL SHEATHING INSTALL LSTAI6 STRAP BELOW O IBRAHEM ELAYEB, PE - EA STUD, CORNERS a RANKING ALL OPENINGS. CENTER STRAP AT TOP OF SEAMORDER P.E.# 91476 ; �661,SMCOMECIIONATBEAM onev2oxz 2.9TORYCOMECIIONATBEAMWILOWW MODMM012W ■ BENJAMIN NIESE, PE �0'• STATE OF OT TO SCALE LGG190 L1B OTTOSCALE LG6184(IE45q P.E.#86025 //��''�XORIDO!•' �N 0 /11212024 '�// j�"0N/I►�. Michigan 3400 Auburn Rd Suite 200 Auburn Hills, MI 48326 +1 248.622.4035 Florida 12906 Tampa Oaka BNd. Suite 150 Tampa, FL 33637 +1 $13.466.3310 www.fleklstoneae.corn (10 0 J ' x W Z 0) Cl) 0 < w Z > o� o a LL O FFW LL 19 U) Tn J U W 0 Cr �a — rw M O L DRAWN BY: I FAE VERSION: 5.0 SHEET NAME DETAILS - FLOOR SHEET # S4.3 2X12 STAIR STRINGER 2. LET -IN THRUST BLOCK w/ (8)10d (0.14&'Xn NAILS (2) 2)(B BEAN TO WOOD FRAMING OR (3)1/4x23/4' CONCRETE SCREWS TO SLAB ��,� ��� 2X12 STAIR PER ARCH. PLANS PER ARCH. STRINGER PLANS (2) 2XS BEAM 2X8 FLOOR JOISTS 01B' O.C. 23( LEDGER ATTACHED TO 2X8 FLOOR JOISTS TO BEAM w/ LUS28 HANGERS (2) DID HEADER w/ (2)16d 618. O.C. TO BEAM NAILS ® S' O.C., STAGGERED w/ WS26 HANGERS STRUCTURAL SHEATHING, REFER hTOP OF FLOOR PER TO STRUCTURAL SHEETS FOR ELEV. PLANS MAX �NO 0ELE�FFFPUWS PEV. NAILING d OTHER REO. En FIST ROOF TILE (OR SHINGLE PER SPEC.) 77�— TRUSS STRAP PER STRICT. DETAIL FLOOR TRUSS PER MANUR FLOOR TRUSS FLOOR GIRDS "M RKHHHHHHHH��pp pF yyp� CONT. 2x BAND BOARD w/ LSC STRAP 0 EA PER MANUF. PER PLAN *x TO L—L ) (4)10d WULS TO EA TRUSS 2x8 LEDGER ATTACHED TO STRINGER O BACKER INSULATION AS 2x8 LEDGER ATTACHE) TO FLOOR TRUSS w/ 1 Od NAILS PER SPEC. FASCIA PER COMMUNITY SPEC. 2x BAND w/ (2)10d NAILS 03 O.C. ALONG BOTTOM 0 4' O.C. STAGGERED CHORD AND ALLWEBS SOFFIT 8 OVERHANG PER SPEC. PRE-ENGINEERED ROOF TRUSSES, REFER TO TRUSS MANUF. DWGS 1 1/Y MIN. 1W MIN. GRASPABLE HANDRAIL; 1 11r MIN. Tab 1 1 W MIN. TO 1 1/2' MAX DIA HANDRAIL BRACKETS B TO BE COFRAMING NNECT®TO RETURN HANDRAIL Q RECOMMENDATIONS INTO 1x SACKER BD. FLOOR JOIST OR TRUSS SYSTEM ? M 8 DIRECTION PER STRUCTURAL ' -1 1/4• NOSING O REFER TO STRUCTURAL SHEETS TO STRUCTAL URAL S SHEATHING. REFER GREATESTAND SMALCE LEST TREAD S ALL EST NOT �- REFER TO 2ND FLOOR JOINT DETAIL TO STRUCTURAL SffEfB FOR TREAD AND SMALLEST TREAD SHALL NOT BE SISM101,11 PLAN RIM BD. OR TRUSS PER STRICT. FOR NAILING 3 OTHER REO. NAILING 8 OTHER RED. GREATER THAN 3/8% GREATEST VARIANCE INSULATION AS PER SPEC. INSULATION AS BETWEEN TALLEST RISER AND SHORTEST FNAfCHAIL 1lpl�Nla PER SPEC RISER SHALL NOT BE GREATER THAN 3/S'. (REFER TO l3EV.) PRE-ENGINEERED ROOF TRUSSES. PRE-ENGINEERED ROOF TRUSSES. y� 12 REFER TO TRUSS MANOR OWLS 12 REFER TO TRUSS MAMUR DWO 11 f RN� � Ir PER Q� ASPHALT ROOF SHINGLE 810 tirot/2023 �ELEV. (OMM AR TILE PER SPEC.) LE ELEV. ( •-' a on nLE PER SPEC.) wso-lm T U TRUSS STRAP PER TRUSS STRAP PER (REFER TO ELEV.) STRICT. DETAILS STRICT. DETAILS BOND BEAM PER Pl/W A38 CLIP EA A38 CLIP EA FLOOR STRINGER TO �y, STRINGER TO GIROERAIM FASCIA PER 2X1 EDOLT. PLANS 2X LEDGER, PLANS PER THAN PLANS rFASCIA.PER COMMUNITY SPEC. - COMMUNITY SPEC. MAX NAILING MAX. NAILING OVERHANG SOFFIT 8 OVERHANG PER SPEC. PER SPEC. BOND BEAM PER PLAN BOND BEAM PHR RAN FLOORTRUSS FLOOR TRU88 ED PER MANUF. INTERIOR EXTERIOR PECASTLINTELPERPLANevIT TRAUSSw/ 1 d LSCS�® QkY4ffi60 BOARDw/(4)I0d NAILS 0 W O.C. ALONG EA STRINGER OPESILLNATTACHED PER PLAN T51111111111AMDw/ (2)10d WEBS ALL CHORD AND L TO BACKER NAILS Q 4. O.C. SEE STRUCT. FOR ..®o L� TAGGERE) 2/2a/2022 ALL REINF. REO. SEE STRICT. FOR 9M yG, ALL REINF. RED. a � � .,. WSG-102 SEE STRICT. FOR ALL RENF. RED. INTERIOR EXTERIOR INTERIOR EXTERIOR SEE STRICT. DETAILS FOR VARIATIONS SEE STRICT. DETAILS SEE STRICT. DETAILS FOR VARIATIONS FOR VARIATIONS 4--mu FL (2) 2XB BEAM � .' hn-afJtl•� 2x LET -IN THRUST BLOCK •..''.' .:• FINISHED GRADE FINISHED GRADE FINISHED GRADE w/ (�10d (0.14SXi') NAILS 2X12 STAIR � 2X12 STAIR TO WOOD FRAMING OR •:�.:• MONOLITHIC FIND., SEE �+ MONOLITHIC FND., SEE (3)1/4W-3µ•CONCIETE AR STRINGER PER ARCH. STRINGER MONOLITHIC END., SEE PLANS 2.1 PLANSSTRUC(2)2XS BEAM WIDTH. ORAL DETAILS FOR STRUCTURAL DETAILS FOR WIDTH, DEFT DETAILS FOR ATTACHED TO WIDTH, DEPTH. 8 fEIHF. RED. WIDTH, DEPTH, 8 RENF. RED. WIDTH. DEPTH 8 REINF. REQ. (2) WIN HEADER stiN Kagu $ 2X8 R.00R JOISTS �}R�pL/��� /IIN �/�pR� .' 1 y�M 090O.C. TO BEAM E 18' O.C. TO BEAM TYPICA290WALLSECiION 11/01/2023 S01 TMI FIRWAI,I'RS'rill!)N 11/01/2023 Si I FOULSM 11/0112023 810 1YPUA'STAIRWAILS � w/Lus26HANGERS �wrn r w it/12/2021 WB6041 WSM-Of0 WSM-020 WS(>-101 a `�I1111111//��' C.O.A.# ARCHITECURE: �����• SF' �� AA26002802 C.O.E.# ENGINEERING: No, 8 29349 O IBRAHEM ELAYEB, PE P.E.# 91476 ' ■ BENJAMIN NIESE, PE O OF P.E.# 86025 �i�tt► �XORIDO! • ' N' 02/12/2024 ��',/ ONAt 0 DATE 1111111 Michigan 3400 Auburn Rd Suite 200 Auburn Hills, MI 48326 +1 248.622.4035 Florida 129M Tampa Oaks Blvd. Suite 150 Tampa, FL 33637 +1 813.466.3310 www.Neldsioneae.cam ir) 04 J Y LU Z cci Z ' o ga H- p Z . i 00 (n W Q LL O tz U)C6 w U r- G MN 0 DRAWN BY: I FAE VERSION: 5.0 DETAILS - MISC. SHEET # S4-3-1 I It LEGEND 0 8x8 FILLED CELL W/ (1) - #5 REBAR - - - - - BEAMS FMTTI 8x8 FILLED CELL W/ (1) - #7 REBAR HEADER - WIDTH TO MATCH WALL ----- -- GIRDERS ❑O Bx8 FILLED CELL W/ NO REBAR REDD PLUMBING WALLS (FOR REFERENCE) BEARING/SHEAR WALLS (FOR REFERENCE) 45' CMU - FILL CELLS W/ #5 REBAR ® ROOF BLOCKING 12x12 FILLED CELL W/ #4 REBAR ❑� (IN WALL) BALL® FRAMED FILLED CELL W/ #4 REBAR WALLSMrIGHER BEARING WALLS C12x12 (IN COLUMN) CONCRETE TIE BEAMS ELEV ELEVATION INDICATOR ® PLUMBING PENETRATION FOR AMIKID DETAIL INDICATOR FRAMING LAYOUT HOR SIZE LINTEL OR WOOD HDR DESIGNATION OPEN S12E (ALL WOOD HDR'S TO BE (2) PLY U.N.O.) l I 1- BRACED WALL LINE ABBREVIATIONS: AB ANCHOR BOLT EA EACH INT INTERIOR AFF ABOVE FINISHED FLOOR ELEV ELEVATION JST JOIST ALT ALTERNATE EMBED EMBEDMENT MAX MAXIMUM 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 BLKG BLOCKING IXP EXPANSION NOM NOMINAL BOF BOTTOM OF FOOTING EXT EXTERIOR NTS NOT TO SCALE BOT BOTTOM FD FLOOR DRAIN OC ON CENTER BRG BEARING FDN FOUNDATION OPNG OPENING BTWN BETWEEN FIN FINISH OPP OPPOSITE CANT CANTILEVER FLR FLOOR PEN PLYWOOD EDGE NAILING CL CENTERLINE FN FIELD NAILING PLYWD PLYWOOD CIP CAST IN PLACE FT FOOT/FEET REINF REINFORCING/REINFORCEMENT CJ CONTROLJOINT GALV GALVANIZED REOD REQUIRED CLR CLEAR GDR GIRDER RO ROUGH OPENING CMU CONCRETE MASONRY UNIT GRD GRADE SC STUD COLUMN COL COLUMN GWB GYPSUM WALLBOARD SHTG SHEATHING CONC CONCRETE GYP GYPSUM Sim SIMILAR CONT CONTINUOUS HO 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 UNO UNLESS NOTED OTHERWISE 140 WINDSPEED CHARTS 2020 FL - C & C Pressures (ASO) BASED UPON 10 SOFT AREA Roof Pressures Wall Pressures Gable Roof Pressures HIp Roof Pressures Zone 1 Zone 2 Zone 3 Zone 1 Zone 2 Zone 3 Zone 4 Zone 5 21.1 1 -40.2 N/A I N/A 21.1 1 -52.2 21.1 -37.8 N/A I N/A 21.1 1 -52.2 28.3 1 -30.6 28.3 -37.8 Zone 2e Zone 3e Zone 2e Zone 3e 42.2 -92.4 21.1 1 -64.1 21.1 -52.2 N/A 7 N/A Zone 2n Zone 3r Zone 2n Zone 3r d Gadding Pressures (ASO) - 2020 FL Posid Width Height Effective Pressure FASTENERS ALLOWABLE LOADS CONNECTOR OTY TYPE GRAVITY ilb 1.0 UPLIFT (Ibi) 1.6 LATERAL (lb,) 1.6 META16 8 0 iw a-1/2" -- 145D F1 : 34D F2 : 77D HETA16 9 0.148"xl-3/2" - 2830 F1:340 F2: 770 (2)META16 I -Div 10 0.148'e1-1/2" -- 1875 F1:680 F2 770 (2) META16 14 0.162"0.1/2" _. 179S F1 . 1285 F2: 1080 (2) HETA16 1- 10 0.148"x1-1/2" -- 1920 F3:680 F2: 770 (2) HETA16 2- or 3-ply 12 0.162"x3-1/2" -- 2365 F1: 1350 F2 .1430 HSTM16 8 0.148'x1-1 2" 1110 F3: 120 F2: 9D 4 3 4'X1-3 4" CONC SCREW LGUM28.2 6 3'. x 4' TITEN HO 8250 2435 6 1 4"x 2 3 2' SOS SCRE W MSTC28 16 0.148"x314" 3460 MTS12 14 0. 1481x1-1 " 990 2 MTS12 28 0. 148"X1-12" 1980 MTS1, 14 0.148"x1-12" 990 HU210-2 18 1 4" x 2 3 2!3C SCREW 3500 IBM 20 0.148" x 3" HTS16 32 0.148"91-1 2,890 2 HTS16 16 0.148"x1-1 2' 1310 HTS20 24 OA48"xl-1 2" 1310 LSTA12 30 0.148"x2-12" 925 LSTA18 14 0.148"X2-1 2• 1235 LSTA30 22 0.148"X2-1/2" 1640 MSTA24 IS 0.148" X 2 1 2" 1640 2) MSTA24 36 0.148" X 21 2" 3,280 MSTA36 26 1 0.148" X 2 1 1' 2,050 2 MSTA36 52 0.148" X 2 2" 4,100 MSTA30 22 0.148'1t2.1 " 105o MSTC28 36 0348"x 314' 3,460 MSTC52 62 0.148"x3.1 4' 473S MSTAM24 0. 1.425 -- 5 XI/Ir2X 4" MSTAM36 13 0.148"X 3• - 1.870 -- 8 4"X214" (2) MSTAM36 M 16 O. 14r X 3- 14"X214' 3740 MSTCM40 10 14'Y2-14"CONC SCREW _ 2800 la 0. 148'k3-1 4" MGT 22 0.148"x3" -- 3965 F1:775 F2:525 I 5 "ATR HGT-3 16 0.148'x3" _- 10,790 -- 2 3 4" ATR VGTRorL 1 5/8- ATR _ 222S F1.650 F2: 630 16 1/4-.3-SOS VGrR/L 2 8" _ 5545 0 112 3. 32 1XATR VGT 1 5 "ATR _ 494D Fl!1295 F2: 590 16 1 4"x3" SDS (2) VGT 2 5/8-ATR 7185.2pty 8890 3.1v F1: 1185 F2: 590 32 1 4`X3" SOS DTT2Z 1 8 1/2"ATR 14"a3"SOS 1825-2x4min 2145 22x4min _- HTTA I 5 "ATR -- 3610 -- la 0.148"x3-1 2" NTTS 1 5/8- ATR -- 4670 -- 26 0.148"x3" HTTSKT 1 5 'AIR _. 5445 _- 26 SD 410x2.12" ABU442 I " 5 ATR 7570 1900 -- 12 0.162"x3-1 2" ABU66Z 1 5 ATR 18205 2475 -- 12 0.162"H-12" H2.SA ID 0.131'x2-1/2" -- 565 F1:130 F2: 110 H10A 28 0.148"xl-1/2" -. 1340 F1 565 F2 : 285 H10A-2 28 0.148"a-1/2" -- 1080 Fl : 680 F2. 260 HUC48 14 1/4'k2-3µ"GONG SCREW 3500 1135 -- 6 0.148"x3" HUC4i4 24 1/4"X2-3/4'CONC SCREW SOBS 2015 -- 12 0.148'S13" LU526 4 0.148'x3' 865 1165 SPH4 12 0.148"x1-1/2' _. Side: 640 Center: 1280 _. DTC clips 4 3/16"x2-3/4" CONC SCREW F1 : 85 F2:135 2 0.131"x2-1/2" A3S 12 0-131"x1.1/2" _. .- F3:650 F2: 670' SDWC15600 1 SDWC15600 -- 615 F1:130 F2 : 225 SDWC15450 1 SDWC15450 -- 295 F2: ISO HTU26 20 D.162"x3-1/2" 3200 1250 -- 14 0.148x3" LGU3.63-SDS 16 3 4" X2 2" 6,720 5.555 _ -- 12 4"X212" HDUS-SDS2.5 1 7/8- ATR -- 7.870 -- 2D 34"X 232"SOS HDU11-SDS2.5 1 1" ATR-- 30 4-X212"SOS THD26 20 0.162" x 3" 2940 3240 -- 2D 0. 148" x 1 2" THD28-2 28 0.161" x 3" 4310 4860 -- 16 PRECAST LINTEL GRAVITY LOAD TABLE Y4.21 LOADS USTED HAVE BEEN CALCULATED OR COMPILED FROMAPPROVED MANUFACTURERS: CAST-CRETE, LOTT'S CONCRETE, OUAUTY PRECASTCO. MAXIMUMLOAD (PLF) APPROX. LWTELLENGTH MAX.CLEAR OPENING TYPEA 8"UNTEL 8"TYPES B"TYPE C 12"TYPEB 12"TYPEC 14'TYPEB" 14"TYPEC' I6'TYPEB WTYPEC 20"TYPEB 20"TYPEC 24"TYPEB 24"TYPEC 28"TYPEB 28"TYPEC 32•TYPEB 32•TWEC Z 3(" 1'6" 2231 3069 3719 3280 5163 6607 SC54 95G2 100DO 3069 4605 520E 6113 7547 8974 WOOD 10000 3' 6" 7 2" 2233 3C69 3719 3280 5163 66C7 8054 9502 100D0 3059 4505 520E 6113 7547 8974 w= loam 4' 0" Z 8" 1793 2561 2751 3280 3820 4890 5961 71334 8107 2561 4605 520E 6113 7547 8974 10M loom 4'6" 3 2" 1343R1349 2110 2992 3756 4576 5400 6224 4375 520E 7019 8672 1000D 10000 C 8" 3' 4" U17 1438 1716 2560 3132 3686 4249 3D90 4567 ji2l 4766 5817 7074 8203 5'4"4'0' 300E 1438 171E 2560 3132 3686 4649 3090 4567 4766 5017 7074 8203 5'IT 4'6" 850 1173 1600 2090 2549 3CC9 3470 2522 4242 360 3942 1 4889 5817 6662 5.6" S 2" 710 1232 2"77 3738 3480 3C31 37C7 4383 5C61 1232 2177 2738 3480 5381 9360 8625 7590 7 6" 6121, 5M 99I 1729 2108 2632 2205 2698 319I 3685 991 1229 2100 2632 3898 5561 4742 55M 8'6" 70" 488 f139 116C 15:6 1E26 2564 3686 2818 33C2 699 1245 1516 1843 2564 3486 29" 3387 9'4" 6 D" 416 699 116C N!A 1625 2564 3486 2818 3302 699 1245 N/A 1843 2564 3486 2964 3387 1VT 42• 354 535 890 1 N/A 1247 2093 2777 2163 _ 2536 535 1054 N/A 1533 2093 1 2791 2259 1 2615 11'4" 100' 315 567 890 N/A 1366 _945 1 2423 3127 4C06 567 945 N/A 1366 1846 2423 3127 4006 12'0' 10 8" 292 525 873 N/A 1254 1684 2I93 2805 3552 525 873 N/A 1254 1684 2193 2005 3552 12' T Ir 2" 277 471 755 WA 1075 1428 1838 2316 2883 471 755 N/A Ims 1428 1838 2316 2883 13'r 120" 255 471 755 N/A 1075 1428 1838 2316 2535 471 755 1 N/A 1075 1428 1938 2316 28M 14'T 178" 239 424 7C6 1 N/A 1002 132E :697 1 2127 2278 424 706 N/A 1002 1328 1697 2127 2630 131, " IXiA N/A N/A N/A N/A N/A WA N/A N/A N/A 7834 N/A 1234' 1421' 1779' 2188' 2662- 15'4" 14, 0" N/A N/A N/A N/A N/A N/A N A N/A N/A WA 710- N/A 1160' 1331' 1660' 2032' 2459' 17'4" 16 U" N/A N/A N/A N/A N.'A N,!A N/A N/A N!A N/A 568' N/A 952' 3317- 1379' 1671- 1997' 19,r 180" N/A NIA WA N/A N/A N/A N%A N/A N/A WA 420- N/A 750- 960' n77' 1415" 1676' 2V(r 168" N/A N/A NA N/A N/A N/A N/A N/A N/A N/A 340' N/A 598' 845' 1114' 1345' 1468' 24,T 2Z 8' N/A NIA N/A N/A N/A N/A N/A N/A NIA A 250' N/A 450' 650' 'B!� 1090' 1220' 'PRESTRESSED --r W/2" RECESS UL,.NTELS Type A= Unfilled no Reber; Type 6= Continuous Grout, Steel per Plan in Bond Seam Only; Type C = CGrarous Gmut.5teel per plan in Bond Beam & Untel O0O Fieldstone C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERING: G 29349 0 IBRAHEM ELAYEB, PE P.E.# 91476 ■ BENJAMIN NIESE, PE P.E.# 86025 02/12/2024 ��i. sF � No �Q STATE OF 4((/Ar` /Sis�ONAL �?� 111111 ��"�lbahso==`sre� >�bcw•B oo�a9Ss 6 o$�swa_ s g SPiz i=.:�3�a6�66�6. 8�`a 26a Michigan 3400 Auburn Rd Suite 200 Auburn Hills, MI 48326 +1 248.622.4035 Florida 12906 Tampa Oaks Blvd. Suite 150 Tampa, FL 33637 +1 813.466.3310 www.fieldstoneae.com M C) O a J Y W Z C0 4 0 J Q 2 Z > Jcc La � LL O LU U)LO U cc L L Lr1 a LU o W r n N O L.L F- L DRAWN BY: I FAE VERSION: 5.0 SHEET NAME REFERENCE CHARTS SHEET # S5.1_ CATEGORY /SUB -CATEGORY MANUFACTURER PRODUCT DESC. LIMITATION OF USE FL BLDG CODE # Exp Date 1. EXTERIOR DOORS ASSEMBLIES B. SECTIONAL Clopay Sectional Garage Door Up To 9'2" Wide 16' Wide Wind Code W5 FL # 15504-R7 12/31/2038 to 16'0" Wide 8' Tall. Door; Up to 9' Wide mm0 AtM DEVELORENT 'NOT &ALE G,O D �BII FFT LDRXa RENiATION IIRN CONTRA C AND 6RE FLNB 06I�S OpISTRICTKN 1NEDR DO NOT COWAN SPELm FlL N ELEN M FOR Y!Y STR1L TO BE PR7vmED _ BT ENGIIEE OR RELOfmJ. ANY DISCREPANCY (D9$NSIQ DRAMATICK TED ETLJ N TWSEDRABC6 0 40 Tif 46&OD D SIAL 5E B1E ED TO O TRAC OR REPORTED TO CONTRACTOR AT QICE AND NO CEED WCTIQI SHALL PROCEED CO WAIL A59"SFT4E E PO451Mi T o MEET Au RESPOBI64RY To MEET N.L REDII�IALS I TO LOCAL dRDtG ATE WIL9 T A CQRiY SRN STATE dIILDSJG FADES. O e w�Q °�_ Q o w oQ o xaa a Q 16E14W.,E WITfABI neors U) O L Q Q ^^L L.L. SDlE Br-Ta"'"° iK.ropmq Beiw�E COVERBRE- 91HT� P O ?