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HomeMy WebLinkAbout37717 Dusty Saddle Ln510 - EISENHOWER CMU 311,, Garage Right - Elevation - K3 SHEETINDEX NUMBER: 5HEET NAME: NUMBER: 51-IEET NAME: CS COVER SHEET C5-3 SQUARE FOOTAGE CALCULATIONS F-ID FOUNDATION - SLAB PLAN E-ID ELECTRICAL PLANS - FIRST FLOOR E-2D ELECTRICAL PLANS - SECOND FLOOR A -ID FIRST FLOOR PLAN A-2D SECOND FLOOR PLAN P-0.1 PLUMBING R15ER DIAGRAM A-32 MISC DETAILS A-33 MISC DETAILS A-3.4 M15C 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 L SUPPLEMENTED BY THESE PLANS. THESE PLANS HAVE BEEN DESIGNED TO MEET THE REQUIREMENTS OF: 2023 FLORIDA BUILDING CODE, RESIDENTIAL. 8TH EDITION OCCUPANCY: SINGLE FAMILY RESIDENTIAL TI GE L NG CONS RUG ON: I T d A THE IT ATTIC AREA HE G RAGE SHALL BE SEPARATED FROM E RESIDENCE AND S G RE BY NOT LESS THAN 10 INCH (12.7 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL 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 15 A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 112 INCH (12.7 mm) GYPSUM BOARD OR EQUIVALENT. EXTERIOR FINISHES: THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION SHALL BE PER THE CURRENT APPROVED BUILDING CODE AND ASTM CS26. INSTALLATION OF EXTERIOR LATHING AND FRAMNG APPLICATION REQUIREMENTS TO BE PER THE CURRENT APPROVED BUILDING CODE AND ASTM C 1063. EGRESS: I. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODE5, IF THERE 15 NO ACCESS TO EXTERIOR THROUGH A DOOR, THE WINDOW MUST HAVE A MAXIMUM OPENING WEIGHT OF 44' ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM. 2. IN DWELLING UNITS WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 NC_WES ABOVE THE FIN15WEO GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMJM OF 24 INCHES ABOVE THE FINISHED FLOOR. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4" SPHERE (WERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER THE CURRENT APPROVED BUILDING CODE FLASHING I. FLASHING -'WALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. 2, APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS 70 PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING 5"ALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER THE CURRENT APPROVED BUILDING CODE. WINDOW INSTALLATION: I. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MtWIJFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW FLOOD ZONE REQUIREMENTS: I. PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION BAT" AREAS: I. INSTALL 2x4 BLOCKING AT TOILET PAPER AND TOUEL BAR LOCATIONS, SEE DETAILS. KITCHENS: I. INSTALL 2X6 BLOCKING AT 05" AFF, ON CENTER FOR UPPER CABINET INSTALLATION. TUB AND SHOWER AREAS: I. CEMENT, FIBER -CEMENT, OR GLASS MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) eJ COMPLIANCE WITH ASTM C1288, C1325, OR CII18 AND INSTALLED WITH e8 x 1-1/14" DAGGERZ PHILIPS WAFER HEAD CEMENT BOARD SELF DRILL SCREWS W/ COATING SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOVER AREAS. TERMITE TREATMENT: TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TER'11TICIDES. INCLUDNG SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PE5T CONTROL COMPANY TWAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT 15 IN ACCORDANCE WITH RULES AND LAILS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." MECHANICAL AND HVAC: 1. ENER'-aY CALCULATIONS FOR WEATING AND COOLING CAPACITIES 644ALL BE FURNISWED 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 BEING INSPECTED, SERVICED. REPAIRED. OR REPLACED. d LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED N FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. ENERGY REQUIREMENT 5CWEDULE EXTEROR WALLS (FRAM) R-13 EXTEROR WALLS (BLOCK) /.I FOIL ATTIC CEILW. R-30 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN 46 GAUGE (CAS mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL WAVE NO OPENINGS INTO THE GARAGE. 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE INSTALLED ABOVE THE BASE FLOOD ELEVATION AND SHALL ALSO CONFOrd-I TO THE MANUFACTURER'5 INSTALLATION INSTRUCTIONS. 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAM PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE N THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS 1114113. EXHAUST FANS AND VENTING: 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 &WALL NOT DISCHARGE NTO AN ATTIC, CRAILL SPACE, OR OTHER AREAS INSIDE THE BUILDING. 3. DUCT LENGTH. THE MAXIMUM ALLOWABLE EXHAUST DUCT LENGTH SHALL BE DETERMINED BY ONE OF THE METHODS SPECIFIED IN SECTIONS M150245.1 TWRO1I M1502453. THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE 35 FEET FROM TWE CONNECTION TO THE TFZAN51TION DUCT FROM THE DRYER TO THE OUTLET TERMINAL. THE MAXMUIM LENGTH OF THE DUCT 514ALL BE REDUCED 25 FEET (762 mm) FOR EACH 45 DEGREE (0.1S RAD) BEND AND 5 FEET 0524 mm) FOR EACH SO DEGREE (Ib RAO) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WI4ERE 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 MANUFACTURER'S INSTALLATION INSTRUCTIONS. IIMERE A CLOTHES DRYER BOOSTER FAN IS INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN L441CH THE DRYER IS LOCATED. A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO (WERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THIS DRYER EXHAUST SYSTEM IS EQUIPPED WIT" A REMOTELY LOCATED BOOSTER FAN." 4, PROVIDE BACK DRAFT DAMPERS AT INTAKE AND EXHAUST LOCATIONS AS REQUIRED BY THE CURRENT APPROVED BUILDING CODE. ISSUED: 1/8/2024 VERSION: 5.0 SQUARE FOOTAGE AFAR ASSET MANAAEMEW SO. FT. HEATED AREA Sq. Ft. MAIN LEVEL 10'm SECOND LEVEL 1220 TOTAL AMR SO. FT. (BY 0WA) 2217 METHODOLOGY. ANS Z785-M The rota) arw calculated from the outskItHo-ounide of fwmg, nMlOing opbonW Gushed lb —meet opbora w sham. This erw excludes staimell at highosl W M above grsde, garage, covered patio/porches. r,G,IpI_y VVITH PREVAILING ,co' o ' c:.oJF IDA BU LDING CODE, N TION�� ELECTRIC CODR I�t S AND THE CITY OF 7. F_PH ORDINANCES ti"AY 21 2 REVIEW DATE T Y OF ZEPHYRHILIt EXAMINER an A/N celuop rt 00 NOt SCALE TIRE DRMeri6. Ma IUILOW O WA 0 Yn C 0p.#VOR 00 &T web BROW C06TIeICT10l n4m M1~ DO NOT 0"" SPECFIC KORYTION PM ANY 57MIC11RAL ELS*W% 'TO EE F0%1M W OCAM OF ISfOlO1 ANY DeawaCT MP06M ORBlTATIM ETC/ ETUM N TIESE ORAEFfd W W ISSOCIAIM DRALWA al6'w OIT AdYGF SNALL BE REPORTED Ti CONTRACTOR AT ONCE AND NO C06TRICtION 6NALL PIl1® WR COMMCT®. TIE CO MACTOR MSM►l f RESPON51BL Y TO R'iSET ALL EORIB'Ba6 OF LOCAL DADN FfCULS N TO CO -FLY DIN STAT BAJ)M OODES. -J W Q U O a J 0�9 I� A/` T� J - W w A � u x [L Q ®© 00 CD 0 N cc r� U V O > 3 W v� x a W N ill . ^� YI r" I L J VERSION: 5A COVER SHEET SQUARE FOOTAGE CHART ELEVAnON W l t III I III 1 0 L_ - ________---------------------- I I i � I I :l�lE SQUARE FOOTAGE SQUARE FOOTAGE SQUARE FOOTAGE SQUARE FOOTAGE CONSTRucr,oN AREA CALCULATION HEATED / CONSTRUCTION AREA Sq. Ft. MAIN LEVEL 1071 SECOND LEVEL 1214 TOTAL HEATMtmwnWCTION AREA M&CI 221M METHODOLOGY'ANN Z785= The total area celwlsted eom the outside-tooutside of hamirg, kx*Wag optional f—hed Casement options as shown. Thls area excludes stairwell al highest level above grade, garage, covered patio/porches. BUILDING ENVELOPE AREA (ALL AREAS UNDER ROOF) Sq. Ft. GARAGE 411 FRONT COVERED PORCH TT TOTAL SULDW ENVELOPE (81OCIMA) 2M COVERED LANAI 120 METHODOLOGY 6ulkMg Etwelops Area: The total area caWated, including Heated/Construction area as caWaled, and also incNMirg garage, covered path/porMes. MAXIMJM DEPTH MAXIMJM WIDTH = 55'-0' ''MAXIMUM BUILDING HEIGHT A.F.F. = 2T-5" PW DO aor SCALE ,� ORASNd. MMT BULD66 OPIWA C! Yfu WNTRACTOR*DVIE a" flum CpgttalCnok TWA DRAWA DO Mgt COCAM SPECFIC F(ORLTCN FOR ArtT STAICIIFAL ELHtaaS !TO H PROAND 6T 043NM OF 0150 IDl AWY DpppACT' 4061%6 OEEWATM ETU TIEare SE ORASOo AaSOCIATM DRAW" r enE DRARZA YIAU OE REPORTED T CONTRACTOR AT OHM Ato NO CCMTlQXnOH SNAL RIO= INTL CCaRECtm TE COORACTOR ANUM TIE IEVOINU " TO PW ALL IEOU@FMD OF LOCAL EU.DM CPW,L&S r TO COM-LT JM STATE aIAD16 CODES �e t 00 N rn � (� 0 N cc � � A z � U 0 � U W > 3 t vJ d a O' _� W N E-t o A H F L- s�IEE RE VERSION: 5.0 6011.AANE FOOTAGE CALCUATNM 11!s CS-3 FOUNDATION PLAN NOTES ALL IORC SHALL BE N STRICT CDI'IPLIANLE WITH BIyLD►Ya CODE, RESDENR AL. AND COUNTY BUIDNG DEPARTMENT. 51RP TOPSOIL, TREES, STV'P5. ROOTS, ETC FROM ALL AREAS WHERE CONSTRICTION WILL OCCUR UNO. -4" 9'-4" 4" 4'-p" FILL SHAH BE FiR'L7 COMPACTED, CLEAR SAND/CLAY MATERIAL: FREE OF ROOTS, OFGANIC MATTER OR OTHER NTERIOR BEARWG LOCATIONS SHOULD BE 00ORD114ATED WTH TRUSS MARFACTUI ER I $TRICTIIRAL ENGNEER PROVIDE SOIL TREATMENT AND VAPOR BARRIERS AT ALL SLABS (NTEROR). -A" 12'-B" -4" 1'-B" Ib'-O" OPENING i'-0" PART. SLAB PLAN - ELEVATION T .tl.0 tUtiN .OMl11M1N� — � LANAI SLAB 4' CONCRETE SLAB MIN. OVER b MIL VAPOR BARRIER SLAB SHALL BE OVER �Q CLEAN COMPACTED FILL Wi FIBERfESH g z u LL WIT $EO1FBp 10 0 3V3' AC PAD 9 O �• � j SLAB nM1W tiff `^ FIBER -ESN L-� '!•`i m CONCRETE SLAB / 9 ETE SLAB nR1 OVER 6 MIL a• CONGI------------------------------- — VAPOR BARER SLAB SHALL BE OVER CLEAN COMPACTED FILL W( FIBER'E5H � uvAG CHASE � / BASED ON � LOCATION n X �,---�� F1ECiR1GA1 � CONDUCT FOR � m � y � I � I II I --- W I ------------- I I I I GONGRET� SLAB a• CONCRETE SLAB �M ovER b MIL VAPOR BARRIER 5Lp7� SHALL 8E OVER CLEAN COnPdCTED rI�L W(FIBER'E5H � � g r-- • ORGN SLAB a' GONG SLAB � 4' GONCFiETE SLAB MIN. OVER 6 MIL MN YU FIBERESHN VAPOR BARRIER SLAB SHALL BE OVER � 9 N � a W I � GLEAN COMPACTED FILL iW FIBERPESH O �_ - n Do wol erxe ,HEeE oRAFera + eRnrG oREmanoN em eeoln: ccNHlFecrkN rHfeE ovAure DO rnr fGNTAN erfCnc NORUTIPI FOt aN. eTR,r� eH[nure rro OF Fe>D+D®e* erreie a lacomi wn oeua.Prr. (DFeeHne. oeeTTArrx ETu ETI®I TNreE oRAl.re AND TH WeOCIaTED ORAIK.! /dbr Sm urta colaEnEo. rHt LPRRaROR aeMIE6 nE FEeFa+eBLm TO �w 4L a+RNrExIe or Lori dlll>, eICyLe H TO COTRr IRHI 6TJ cu a N H � � 0 A Z O v�1 U V 3 d � o � OLiJ N L_ JSLAB PLm L ■�R 11. VERSION: 5.0 EWNOA„GN - .e. F-1.0 FLOOR PLAN NOTES PROVIDE V1' (MNR/lT) GYP&r BOARD SEPARATION AT WALLS AND 5/5' TTPE X CEILFG5 N THE GARAGE ADJACENT TO THE MAN WOKE AND ATTIC AREAS. W45HR4G MALHINE G A111AY5 LOCATED LEFT OF TSE DRYER LNLE56 NOTED OTHERWISE. ALL EXTERIOR WALLS ARE DRLLW AT B' CM LPLE56 NOTED OTHERWISE. ALL INTERIOR AND COT'FTON WALLS ARE DRAWN AT 3 Vl' LI LESS NOTED OTHERWSE. LEADER FOR FIRST FLOOR 0 AT 5'-0' IV 5'-4' CLG 4 SECOND FLOOR IS AT 1'-0' W1 5CLG WODRAIL HEIGHT S441.1 BE 36' I'EASJ ED VERTICALLY FROM THE 1,106Mi OF 74 TREAD. (•) DENOTES EGRESS WINDOW HANDRAIL 1-1/2" MIN GRASPABLE MNNDRAIL4 MIN. DIAI"ETE'1� A It F=IL y n ""'TON PLAJ L N COMPLIA PROVIDE HAI4CQAINCE WTH TIE CWWk?R APPROVED EWILDNG CODE, STAIR DIAGRAM C 10" FLUDR- 5 -4'CLG VINYL PLAW v o LANAI 5'-A- CLG AFF. O CONCRETE TO 3'.3' PAD 0 g io I I I I m e 9'-10" 3'-10" 10'•0" r i SM 75 SM 75 SH s` �✓'ND HB BREAKFAST NOOK S'-4' CLG VF"L PLAW D FAMILY ROOM 3'-0' X 6'-0' B'-4' CLG ISLAND I VINYL PLANK - a I _ US WALL • 34 LG' O AFF. W V BAR TOP ' I I n - ----- SLOPED CEILFD UNDER STAIRS I 6'-0XN" 41'40EE- WALL 2'-IF 2'-0}"j" 4'-2" 4'-3ki" 3'-II" OLAP 6' C PANTRY VINYL LA� — LIF(m) RISERS TO7M FLR 10 5 0 l 6 5 4 3 2 1 T C C TREADS (10' W/ I' m 5 SI4 OPENSNG In a S co O - GARAGE WALLS C041 N WTH LIVING AREA YLL°T HAVE -- W' DRYWALL 5EPARAT)ON ~ J�ii OyT (MIK 70 MENFIFE) 6'-2$" 4'-3" "' 4'-BJS" 13,-10, 3'-0" 3'-0' 2-CAR RVENT D LOCATION -yam„ GARAGE GFE BOX ......... 5'-4' CLG AFF. r v>. LAUNDR CONCRETE w ky ,y 9'-4' CLG 31W ---------, VINYL PLAW, — OTMO SYj" OYER I i0 m - _---------------------------+--------------------------- -4' CLG -----? I HOME OFFICE v LPLANK n S'-4• CLG I vNYL PLANK Tpl 9 I L NEI 3VW 751H 25 SH K'-O' . T'-0" CA GARKE DOOR I I 9 m I 5' 2" 3'-10" 2' 0" 3 -4" 'L " 9 FRONT FOORRG P' a I CONCRETE L '-4 FlRU FLOOR PLAN - ELEVATION OW SOIL! EI-F, nt01) -4 *a b DEALOPP M DO NOT SCALE TWIX DRARPA VERIFY NIILDNNS OREMWATION WTI CONTRACTOR AND SITE PIANO BEFORE GLMTISICThM TESE OMMIN16 DO NOT COT SPECIFIC I FO>4TATIAI FOR ANY STIRJ;NNL E1-111005 RD BE F'IVIDm By 043N@R OF IMOCRO1 ANY 04C EPANCY (DFN1006 ORB4TATIO. ETCJ BETUEEN THEIR ORARCA AND ASSOCIATED DRYKA AINb SITE DRAIWA SMALL SE IlPOID® TO CONTRACTOR dT ONCE bD NO CONSTRICTION SMALL PMCCEED INN COBECTED. TE CONTRACTOR ASSW'ES M RESM7MOlITT fO TEET ALL RFOIAEMWTS O LOCAL BIILDNS CITICIALS 4 TO C01PLY WTM STATE BLLCIM CODES � 0 u o J � JN OT O W O0 0 T� J ^` Lu N N u WM O CDl W c Q z � U o U - 3 V� x a OLJJ N p4 F-+ _o � A H F L I del! R VERSION: 5.0 NNIlRTFNNE FIRST FLOOR PLAN 56F -1 R0 I LOOR PLAN NOTF5 PROVIDE 1/2' (MINI GYPfW M BOARD SEPARATION AT WALLS AND 5/B' TYPE X CELNGS N THE GARAGE ADJACENT TO THE MAIN HOI17E AND ATTIC AREAS. WASHING MACHINE IS ALWAYS LOCATED LEFT OF THE DRYER UNLESS NOTED OTHERWISE. ALL EXTERIOR WALLS ARE DRAIN AT B" CMJ UNLESS NOTED OTHERWISE. ALL INTERIOR AND COMMON WALLS ARE DRAWN AT 3 N' WLESS NOTED OTHERUSE HEADER FOR FIRST FLOOR LS AT V-V" W S' A" CLG I SECOND FLOOR 15 AT T'-O' W/ B' CLG. HANDRAIL HEIGHT SHALL BE %' MEASURED VERTICALLY FRC M THE NOSING OF THE TREAD. (-) DENOTES EGRESS WINDOW DOOR FRAME TO FAU CLOSET CLOSET WAL PER PLAT GYP. BD. OVE PLYWOOD DEC ON 2X FRAMING HVAC RAISED PLATFORM B SCALF. 3/4'- V-0' HANDRAIL I/2" MIN GRABPABLE NANDR41Ls 11/4' MN TO I I/i" I-I/7° iMAk 4 HIN. DIN'IETEFI:� M F ETU(d y HANDRAIL M SE GTIQN ELAN PROVIDE HANDRAIL IN COMPLIANCE WITH THE CURRENT APPROVED EWILDING CODE, STAIR DIAGRAM 10" DOOR z 54; ELEVATION VENT aJ SECOND FLOOR PLAN - ELEVATION SIC some w-Ivr RBeO *021 AMH DEVELOA'ENf DO NOT SCALE THESE DRAWGS. VERFY BUILDING, ORIENTATION UP CONTRACTOR AND 5fTE PLANS BERM CRbTRiICTIRI THESE DRAISI DO NOT CONTAIN 5PEC1I1 NFORMATION FM ANY STRICTIIRAL ELEMENTS (TO BE PROVDE O BY ENGINEER OF RECORD). ANY DISCREPANCY (DIMENSION$, ORENTATION, ETGJ BETWEEN THESE DRAVWY S AND THE SS AOCIATED ORAWNGS end/a SITE RAILINGS SHALL BE REPORTED T CONTRACTOR AT ONCE AND NO CONSTRICTION SHALL PROCEED WnL CORRECTED. THE CONTRACTOR ASS M THE RESPONSIBILITY TO MEET ALL REOVIREMENTS OF LOCAL BUILDING Cf ICIALS H TO COMPLY WITH STATE BIILDNG CODES. 000 � NL of � l� O CC C- Q Z v/1 � U � O 0 U > 3 o ao E-4 O w N 04 Ei _D Lc) Q H F L I FIE VERSION: 5.0 SECOND FLOOR PLAN *Wf 2.0 Ki 4A /� ��Q I I 0 I GE 11 �I I � 1' 0" ________________________________________- I i 0 ZONE I _ , I I , I I I 4' VENT 4VENT 4' VENT 0 0 0 i RIDGE I 6 1 tiA L 1 , — T i I ------------- I I , ROOF PLAN - ELEVATION W Eo.cwnnemm� Io.nlr..Erp� T DI ZONE I ATTIC VENTILATION: (300 50 FT ATTIC SPACE / 150 FT VENT LATICN) CALCILLATICNS REFLECT 50% RIPff AND 50% SOFFIT AE 16 1264 50 FT UDER ROOF ATTIC / 300 50 FT / 150 FT . 42150 FT VENTLATICN spilt ANT 5 SQ N EAC. OFF-WD ,E VENTS 104 SO N EA 411 60 FT . W% . 1.11 50 FT W6W, 7 n 50 FT LCW WIG11 VENTM 7.11 5O FT . 1" 50 IN .30336 50 N REWIRED (3) OFF-ROGE AEM . 104 50 N . 3D SO N LOW VENTING 711 SOFT . W 50 NO3 .336 50 N REGUIRED 30336 / 5 • 34 SOFFIT VENTS (CC TNLOU5 VENTED SCFFR) ZONE Y ATTIC VENTILATION: (300 50 FT A71C SPACE 11 6O FT VENTLATION) 305 SO FT WDER ROOF ATTIC / 300 50 FT / 150 FT . 101 50 FT VENTILATION SOFFIT VENT 5 50 N EACW LOW VENTED NPR W FT . W SON .WbW W IN REQ MED W6W / 5 . 16 SORB VENTS (WWMU)5 AEMED $MIT) ZONE 3 ATTIC VENTILATION: (300 50 FT ATTIC SPACE / 150 FT AENTLATICN) 120 50 FT 011DER RCCF ATTIC / 300 50 FT / 150 FT . 40 50 FT VENTILATION 5O FIT VENT 5 50 N EACW LCW VENTING 40 W FT . W W IN .51b0 50 N REQIIRED 51b0 / S • 6 SOFFIT VENTS (CONTINUOUS VENTED SOFFIT) 6M PITCW D ARCW SWW.1-E —-—— — — — — ——--—— — — — — —— D �S RDCF (TTP) FRIEZE 3' BOARD I BAIT lose PER CCM Owl"SILL soee eeselisso 000e lose M■ NE limI ME ■■IIII STONE VEWER­—'I I SPECS IN 4' CORN TRIM FRONT ELEVATION W OPTION 8 om� .' VENT 4' VENT 6/12 PITCW ARCW SWNGLE ROOF(TTP) 71d RR CELNG LLEDM I: 0 —4LASWNG SECO D R_R A RR CELW. a _ LRDCW L_NE � -CEI'ENTITIWS STUCCO PER WnANITY SPECS (TTP) 6' RAISED STUCCO TRIM o -COACW Lr.WT 9 PER C #1r m SPECS —4' RAISED STUCCO TRIM -STONE CAP FN RR ELEV 2.d RR CELNG -6)11 PITCW v m ,R(-W 5WINIGLE r ROOF (TTP) SECOND RR Y -- m1 RR CELW, uRDQULNE ING FN RR ELEV DO NOT SCALE TIES DRALWA. VOWT EI.DM OKWATg1 UT CONTRACTOR ND SITE PLANS 9EP01W CONSTRICTOR TIER MAWW DO NOT CONTAIN 5PECFIC FFORLTpI FOR ANf 6TRICNRAL ELF ENT6 no EE PROVIDED ST ENS m OF IIECMI 411T PGCWANCT (DflOdi" 0011WATM ETC) Am, SW.L IRECTED! 4161FRt" 10ILOLtaRr Fm1 ev B U � J J V) QT Q W�q B U irt r 00 N R E.., 0 N CD La C? A Z U) =:) U O O V > 3ry � x a O LU 1 w N l Y/ MITE I RI VERSION: 5.0 AlR� MEAR FlEVA1lONS • ROOF PL.11N ImF A-3-301 12 6 6/2 PITCH ARCM SMM6LE ROOF(TYP) _ - - 7Fd RR CElMG COI'affR _ - - - WNDCW L>F� TRIM — NORRONTAL 0 LAP 510MG PER - COPIM SPECS 12 12 12 2 3 6 2 6/11 PITCH A. SMM6LE RCOF SEGO D FLR - - - - - (TTP) _ - - - IIANDPII LME CETIENTITIOUS .. STUCCO PER COMIANITY SPECS TPl 9 ._ .. CONCRETE PATIO FM FLR ELEv RIGHT SIDE ELEVATION le OPTION 3 sm SIM1Tf �/I 12 �6 iM FLR CEILM6 4' CORNERS TRIM - CRiZONTAL� 0 LAP 501M. - PER Cl7'Tl �...SWWZLE SECOND RR----CHROOF (TTP) Yt 0.R CE- --_ , �uRDOL LFff CET'ENTITIOUS STUCCO PER COFE'INITT SPECS (TTPI FM RR ELEY LEFT SIDE ELEVATION T OPTION 3 ION! %V~ IDYL 1FhTI bn2 PITCH ARCM SFIMCiE ROOF (TYP) b/12 PITCH 12 _0 2 an"DEVELOPW DO NOT SCALE UM DRA WA VERB' MWLDKF CREMATIDM YITM O"IIIACTDR *0 STTE TZARS BUCK CLMTNGTIPL TIESE DR40" DO 4DT COMAM SPECPC WICWUTpl FM ANY ST.GTUµ ELET9(TS (TO BE At7VDED BY eGFEER OF FECORDAA D*CFEPA4CY tDtVe q, ORIEfATIO( ETC) TMFSE DRLLNfA MO ASSOCIATED DRALWA add/ SITE DRALWA bWL EE REPORTED T COMRACTOR dT ONCE ro N7 COMSTRGTGM 5"1 PROCEED IFeLL CORRECTED TE CLRTRACtOR ANIM TFE 6ESPOP& LLr TOFHT ALL REOS IMIEVO OF LOCAL EIFLDW, OFFICIALS F TO CWPLY FITM STATE DES MADNG CO O U �J Q� J N QT ^ O Z Woe O J , � A W c � U � Q ° A—L] L N � [� N La T A_ Z rid U U � OLL / 3 = 1 � x x NW F- I L J see I nE VERSION: 5.0 &DE EIFVATONS .6I -3.31 BUILDING SECTION NOTES PLEASE NOTE: TIESE DETAILS ARE STRICTLY ARCWITECTIRAL, REFER TO STR1CTURAL SUEET5 FOR MOW WOR'IATM SECTIONS 54MLAR TO OTTER ELEVATIONS AND Ma USN, 2x5 EXTERIOR WALLS BUILDING SECTION W EfMGI�N BdBO1TBDRM•MLB)BIODIBYM ql! V1T•N PRE-MMIFACTURED TRUSSES NISLATION PER F5C AND ENERGY FORM 51EMITTED IUTN PERMIT APPLICATION BATH 2 \ \ KITCHEN 13 13 0 Q p 10 4 '- w IN �. a cL. ' a • S ). B 2 COMPACTED, TERMITE TREATED SOIL uNAPOR B.AR2IER FCtMDATICN (SEE STRUCTURAL PLAN) pVILryNG SEC}yAA Illaim Tf .IIOOIT.aI•MLllllUld/YM B,'FEe UM1T! 12 �6 F4MIL7 ROOM hd FLR CELMG f WRDCW L►E e m SECOND FLR y •t FLR CEILING WIDOIU LNE v a� m FM FLR ELEV DO WT SCALE TTEE DRA "A 4WY ELLDK OREMATION WU CLIARAL•TOR AV DOE FL" eaaTE CONSTNCICN TWEDE DR411,116 DO NOT CCNTAN DFECFC NOWATI N FOR ANY OTI•CIIRAL E J51M RO BE pros m EY DO EER OF INSCMA ANY PGCWA Y (DOVOCNS. OI®RATO(ETG BETIM THESE OR4~ AV ADDOCUTED DRAAN'8 AM/o DOE DIMLL BE REFORMOTO CONTRACTOR AT ONCE AND NO CONSTNCTION 5WAU FROCEm INTt D7RRECIED. TTE CONTRACTOR A1wmb RE IEVOTlIE417Y TO MEET ALL RECUTIMMENT5 OF LOCAL DILDNG GILLS T 70 COMY WITH STATE BU D1G CODES. � 9 u � J J N 6T ^ ��•�"1 Z N uj o IYY �a v O T� A5. AW Q ►�-1 a d F+r o 000 .FF M W N � H � CC cc � Q Z V) U O 0 U � � O > 3 o � N LLI v� d x x W N a/ (� O U F L I aEEIB I! VERSION: 5.01 BUILDING SECTgNS BBHI -4.0 ELECTRICAL LEGEND W GAS L EXTERIOR GARAGE 70D APP PETER MAN COMBO 00 AMP MAN LW INTERIOR PAEL TL I I I G 4/m AL SER CABLE C. Wr♦;F� KDIrCONlIELT GROUNDMG ELECTRODE SHALL COMPLY WITH SEC25052 m HIS ELEGTRIGAL RISER DIAGRAM N.1S. 4'-3-Y'" 6'-0Y° _+24' GFI 0 I II 9 GFI I I / -5H•• II I III — GFi442 +24- GFI Gil QED r �1— i I I ° — — I F� dD L _J1L1—J aD l�---- GF +�42' O 20vrG I'-3kj I 22G. STRUCTURED 9 D NEE)IA nu MEDIA CABINET TO 0 T-------- GFI+42�' U I INCLUDE CATS/b, _ COdX, USB, wflG`IW A'IP'M . F�EMd074D+) J ROUTER PSPACE _ —f REQIIeBD B'r\LODE AND PEXACOIER '......... W VERIFY EXALT W-- REQIIfEPEM, - LOCATCN AND • �y.� ll J hLT11iEG� ui I ,__________________________pw GFi __________._.-__._._---- _ ELEC PETER PRIOR TO ----�! — ---- t INSTALLATION 1 I (LOCATICN BY WILDER) I --- ------------J ITG, I W° YIP FlRST FLOOR ELECTRICAL PLAN - ELEVATION'W .DIIEIATPA, IGF CLG NE RECESSED CAN JACK OUTLET DO NOT SCALE THEM cRAure vLvr BIILDEr. oRBRATIpN VTI co+IRACTae AND WE rare esaE LL1eTRGTKII TIEeE oRAo►re Ib NOT tArtAN YELFlL NQ@41p1 FM ANt' eTlunuRAL Eisent no BE r110rpEo e. 943E!®! OF RFLOIO/ ANY DlaoErrlc. fN7e0e.011111I ETGJ TICeE OIPA11Nfd 4r0 iw CLMTRCT10116H4L PIOCCEED IIIIL LORFEOTED. TIE f1111RlLTOR AlH/E6 TIE RYMPtlIBLIT- TO MEET ALL aFoaeL7fHn OF LOCO BuoN IcuLe a TO rorLr urw ear U 0 Z W O Q a � � l'i W � � A � u Q a d Uri 0 N Q F � I— L J SIR IN!� VERSION: 5.0 .�.IE ELECTRICAL PLANS FIR" FLOOII SW1 E-1.0 ELECTRICAL LEGEND -+Go "LINE ip RISCCAN aNT LW - CW COLD WATER FLUSH MOUNT LED 0 ELECTRICAL PANEL SZ WALL MOUNTED L&IT 8 ELECTRICAL PETER WALL SCONCE Ea DISCONNECT SIUTCM I-1 FLUORESCENT I" $ SWTCH p FLUORESCENT LIGHT GA 7 d188 3 $ 3-WAY SWITCH ® VAPOR PROTECTED Lra11T 4 $ 4-WAY &UTCH Q EXIWI6T RAN $ DATER 9WTCH EX A IST FAN U LIGHT [��® SIM1E.AT EXHAUST FAN ■/ 4 LIRlT ED DUPLEX CUTLET ® SMOKE DETECTOR GUADPLD(OVILET ® CARBON MOONNOOXIDE CT &WTCED DUPLEX (1 TWERMOSTAT OUTLET FLOCK FLOOR OUTLET DIRECT WIRE a GFI OUTLET T PHONE JACK � n WATER PROOF GFI w MEDIA JACK OUTLET T CiG ® CEILING MOUNTED OUTLET CABLE TV CUTLET 220, ® nor CUTLET DOOR CHMEB �. CEILING MOIMED ® SECURITY PANEL LIARWANGSING CEILING. v ROOD I" MOUNTED LKGMT n n C=#=7 CEILIG FAN 11 C:*::O CEILING FAN W LIGHT U U ELECTRICAL GENERAL NOTES &UITGNES TO BE 45' AFF. RECEPTS, TO BE O' AFF. - 42' F OVER A COINER ALL WIRING TO BE N ACCORDANCE WTN NEC ARC FAULT CIRCUIT NTERRPTER PROTECTION SHALL BE PROVIDED AS REWIRED N NEC NOVA) AND SMALL BE INSTALLED N A READILY ACCESSIBLE LOCATION. ALL 9101M DETECTORS SMALL BE MARDWIAED INTO AN ELECTRICAL POUER SOURCE AND SMALL BE ECUPPED WTM A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS, GRCUD FAULT CIRCUIT INTERRUPTER SHALL BE PROVIDED AS REQUIRED N NEC 21VA(A) AND INSTALLED N A READILY ACCESSIBLE LOCATION. IT 15 T1E RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO INSURE THAT ALL ELECTRICAL UOPK 16 N FL. COMPLIANCE WTH NFPA TVA - NEC AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. PROVIDE INTERSYSTEM BODING TREMNATION AT SERVICE LOCATION PER NEC 75V.A4 LUMNIAM N CLOT ES CLOSETS SMALL BE INSTALLED PER TIE PROVISIONS OF NEC 410.16(A) A rot RECESSED LOWING. TO BE AIR T*WT AND IC RATED WM OF T14E LAPT'S N PER4A WLY INSTALLED FURORES SHALL BE W04-EFFICIENCY LAMPS RkiER TO ETEIMY CALCULATIONS FOR ADDITIONAL INFORMATION. PROVIDE 714E REWIRED CLEARANCES AROUND PANELS AND DISCONNECTS N COMPLIANCE WITH NEC II1016. ALL RECEPTACLES SHALL ISE TAMPER RESISTANT PER NEC 406J2. T1E BRANCH CHIT SUPPLYING T1E RECEPTACLE(S) N A GARAGE SHALL NOT SUPPLY OUTLETS 01116M OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SMALL BE INSTALLED FOR EACH MOTOR VEWCLE SPACE. AFCI PROTECTION - 20J: (5) DWELIAG UNITS. ALL D0 VOLT, SINGLE PHASE. 5 AND 30 AMP BRANCH CIRWft G F PLYING OUTLETS INSTALLED N DUELLING LINTS, FAMILY ROOMS, DINING RD", LIVING RO", PARLORS, LIBRARIES, 0". BED1110" SUN OOPU, RECREATION RDO45, CLOSETS, HALLWAYS. OR SIMILAR ROOMS OR AREAS SMALL BE PROTECTED BY A LISTED AFCI, COM 15NATiON TYPE, INSTALLED TO PROVIDE PROTECTION OF BRAWN CIRGUT. I �— — — — — — — — — — — — — — — — — — — — — J L----------J SECOND FLOOR ELEGMAL PLAN - 8"ATION T Wq O W-moA r^l J 04 � QG R 0 1-4 a� 00 a �m� 0 x �°a AAurN� tirr eErroRrX N O r� V A� 0 v1 U 04 1�1 a W O, r Y/ I I11111111"MI ME VERSION: 5.0 Bi '111W. A. Pum $scow Rom • 2.0 KI x-� vENT7., r� VENT T VTR VENT �T LAv 1 LAV C 3' 7' I rue CO3FOmWMs A99E mW 7' PRIMARY-LAV I 3' 1' VENT PRPIARY-LAV 3. 3' 3" 3 PRmARY-IWC � TO SELLER DO NOT SCALE ,IEEE DRAWA ERE• tTIRDED ORWATPI W C04TRICTgt nv SITE RAS sum CO STOXTM TIM DRY~ DO NT CCWTAN &EC WORIATkN FORT lTIEGMIL ELEI"m no EE PR1NO4!D By MC*MR O ISOORDI MT DIPFPAKI 'MIN5016. COMATICK ETC) IET&M TFEE DRALWA 00 T WIL 00mo TED. TE COWMACTOR AENT'EE TE REMMElLFTY TO MEET ALL :GLOVEM6OF LOGY MXDI FICIULS F TO COMPLY KM VA �V J N 6T ^^^ 0 W p 0 > � o�a A w Cp x ��a a LLJ ®© 000 mm- i N` moww`` l OLa W Di cc � ? z rcn U W O O> V V)CD �w O 3 o a w N a/ _o L J NIR RE VERSION: 5.0 ELeFERNS FIRST FLOOR P-0.1 HOUSENRAP Nall PR ALL IONS) ova OMMOR HMGBV AP BARREN (TAPE ALL SH EADNG Pa 3lRC4lEATHING STONE) OVER EOmmaQ TOOVE LAP 941AYFM Fa SPBC4HEl1TMNG 150 MDO FELT BETWEEN RAVING to ovnw INKIER® HGUSEWRAP BANNS AND RAVES' : ERICK VBNM4YPK7WL U RIRIER® T RLLWALL o RAVING, eDBC UP r BSI BLDG FELT R31V®N RAmeaeDeourr • ••r VBRCALLY WAN _ HOUSENRAP BANNER MO VERTICALLY W MIN VISMCAL PROJ3C.'RON VERTICAL PROJECTION ANOVESUIFLOOR). - I I CK VFSH99t-TYPICAL AIOVE SIRFLOOR). TSEA MMA TO OUTSIDE RACE CONFI UM MORTAR NET TOOSRSDEPACIaP WEE' HOM AT COURSE OF NICK MILK HOVE FLAYING- W O.O. ATCOURSE HORIZONTALLY SOI AD FLA MFNG ABOVE 2P O.C. SOLD GROUT IBRO HORIZONTALLY fRST COARSE THRU-WALL FLASHING KUPOUWALL FOUDNTON NOT TO SCALE THRU-WALL FLASHING @ BRICK LEDGE NOT TO SCALE REFR TO DEAL FOR CUING BARREL AT WINDOW OBN COOFMK43E 150 MOLDING F W AFPUCAMN WEE HICK VEIN S FOLD HOUSEWRAP DOWN OVER HEAD RAS NG AND APPLY CODE PATCH EXTENDING 1' MN BEYOND BANNER CUT INSTALL HEAD RAVING OVERLAPPING WINDOW RANGES A MN. OF T-MALL -APPLY IV A• MVNG OVERRIDE WINDOW RANGE -MN 1'ALOVE HEAD AND r OVEIAP AtSLL MALL WNDOW OVER MEA ID AND RASH® PRBAAMFACRM SILL PAN MORE TAPING -FILL ENTIRE IMEROR PBMA=GAP W / HON4VANDNG FOAM OR SEALANT TAPE SEAM OF OVERLAPPING PLASTC SLL SOOT PRBAAIKFACURED PLASTIC SILL SOOT WINDOW OPENING FLASHING NOT TO SCALE ooa GMEE Eo "m RR RB911"AIONSANDDBNS 12 Se ROOF IYPICAL11MODvEAIGP7 rm TYPICALROOFIRUSSESPERSFBC TYPICJIL 110OF INIIRARQN PER SPEC I� TWICAL DMP MM PM SPEC TOP OF CAU. REERIOENAIONS MAIESATYPrxFASMM MFMVW R TO L.10WALL TYPCASOMFN MMSPBCFOR TR lE REAM-NeER SIMUCIERAL OONNBCROH Sal PER ELEVA110H PMVEC rCMV HOCK RETER SIRIICTIRAL TYPICALSROCO ASH ON ROCK PER SPEC TYRCALKI M WALL FNN A D NTIRAION OVER ROCK PERSPEC WANCOTPEREEU.PERSPBC r V�Y FOUNDATION PROFILE VAKen TYPICAL LASE LOCAROH/OOFCAOFS PERSTEC ELF@SIRKIIRAL V MY019ALFORT9AE44RON WALL RBI AS FOU DAIION PER EPIAION A MATERIAL oho RL R - • RTBIO PLOT PLAN FOR SLOPE OOMOURA110N TYPICAL 1-STORY WALL SECTION NOT TO SCALE GUISE ED WF9FOCCMS 12 1101R UVA10NS AND DEARS SER ROOF RAH TYPICAL ROOF COVERING PER SPEC TYNCMROOFTMMPERSPEC MICA1.100FNTUATOHFELR SPEC TYPICAL NMMR WALL FIMHA10MiEPER SPEC TYPICAL WALLRNIH ON M" WY SH EANNO. PER MAW! PER SPBC TVICAL&AAM WALLA DSIR'ANNC- REER SIEICURAL 4$ 2>O Fi. NEERIOBNARCRS - WAIERPROOF WALL FINISH IRVO" VANE IY BNARON JEER OBIS NO V= T.O.W. v I@ERTO EUNAMS M. M. CLG. MATEIM-PERSPEC DRIP EDGE CRACK CONTROL AND W IM- ReEROBALSMOSPBCS R IOSREICDRM FOR MISS TO WALL OONNECION71___� NEAM REiERSMICIUAL V CMU ILDCK � SIRICRIRM TYPICALSRICCO RBH ON MOCK PER SPEC TYMCALMEIOR WALL FIISHANDISUAl10N OVER ROCK PIR VW YMIS MMBN.PERSPEC VOW FOUNDATION FRORE VARIS BY TYPICAL RASE LOCADM/CONDMOM pit re: REERSMDC7R4 VERIFY DEUI FOR MAEIAROH WALL REEL AT FOUNDATION PER EEVATON AND MAIERWL 0� JEER 1O PlOTP1AN FOR YIOPE OOIAGUARON TYPICAL 2-STORY WALL SECTION NOT TO SCALE / Rea To ESEV. SOLDER 1010 S BRICK •� ) CCAIRSBSeER To aw. 1HRLLWALL AriAIRA1E FIALRXN WAINSCOT DETAIL NOT TO SCALE HOUSE WRAPOVER WALLSIEARNC-PRDVDE BNOUGH OVERLAP 10 COVER MEAL RASHRKN AND THROUGH -WALL FLAMING TAPE WaIARRq SEAM SIDING PER SPEC 1? I@R MESAL PIARNC EKNM r VEMCALLY OOapR SEALANT I MIGCIE WEEP HOLE TIRLLWALL AMMAR* RAVING TOFACEOFMRCCW/MN.2C VER11CAL LEG. LAP UNDER HIDING WRAF. 7Ir STUCCO OVER FRAAE RHEATINC.2 LAYER WIA LATH AND SRIOCO) -PER SPEC PER S. STICK UMM FLASHING SHINGLE LAPPED OVER STUCCO ACCESSORY VINYL PIASTER CRP SCR®- PER SPEC INSTALL PER MAN FACi1Ra'S INSEAl1ARON INSTRUCTIONS CAP SHINGLE - DO NOT STARE OR NAL ROOF CEMENT SINGLE ROOFING ON ROOFING UNDEMAYMNF- PER SPEC PEEL S STICK MIDGE FLAS NG. OVERLAP ON M ROOFING IRCECAYME T 6W CORROSION MMANT BASE RAVING -PER SPEC PRE84GDWM WOOD TRUSSES SEE STRUCTURAL AND TRUSS DRAWINGS FOR SPACING AND CONNECTION DERAILS NOTE ALL ROOFING MATERIAL )PER EEVATON) SHALL BE I STALIM PER MAMFACTURM INSTALLATION INSTRUCTION. VERIFY ROOF SHEATHING WITH STRUCTURAL DRAWINGS ROOF TO WALL AT RAKE 2 SCALE 3, I'-0' 7/rSF000O OVER FRAME RIWTIElG.2 LATER WJLL LAIN AND STUCCO) - PER SPEC FOR. • STICK BADGE RASING. SINGLE LAPPED Ora STUCCO NCCIOM VINYL PLASM DRP SCRED-PER FBC NSULL PER MAN FACTUMMM INSTALLATION CAP "ME- DO NOT STAPLE OR NAIL ROOFCBANT 011E CORROSION RESISTANT LASE RAVINC'" PR[sBKTIM WOOD TRUSSER SEE SIRIICNRAL AND TRUSS DRAWINGS FOR SPACING AND CO4EC11ON DEWS TYPICAL WHOM WALL ASSENGLY-SEE SRRICTURAL DRAWINGS NOE ALL ROOSTING MATERIAL pa eEVASON) VALL BE INSTALLED PER MAMFACRMM NSULLATION INSTRUCTION, VEM ROOF ROOF TO HEAD OF WALL - SHINGLE 1 SCALE: 3'. L-0' URIA DESELCFW DO NT SCALE THESE Okla" „RMEr EIRDM CRENTAIM LATH CwT C@t ro HIE Nre REFOIE CDN61 tel1[N TICK DRAIWA DO NOT CO ff" SFEC WOR ATCN FOR ANT STRCTMAL ELPENTS TTO W FRNCED By IDONM OF 1ECONO4 A DISOMPANCT fIH'645104 ORWATICK ETG BETNEEN TIfpE DRMNSS AND A&SMATED DRAMA • Vv SRE WALL OE RN'ORIED T CONTRACTOR dT ONCE Yo NO CQLSTRCrON WALL FROCEED IML L'ORTlL7lD. TIE CONTRACTOR ASMPES NE IESPONNEWm' TO MEET ALL imaNWENTS OF LOCAL EOLDMS CFFrl4LS 4 TO COMPLY Wrt STATE BAMMG CODES. (� 0 U �J JN 6T Q z wB U T� A LL, c � u � x ��a RIRRI! 1�I !EY<IOIR 00 N r cm W E 0 CD Lo z=:)� C7 A cl) U 0 0 V / 3 d x � O� W ;SN N Lo co F. ISaR M VERSION: 5.0 /lTIAIF MISC. DETAILS M" -3.2 AIOAIMS110110Ei. WI VKLECOMIMMENRIRMMMIEI lM WIOWI MUNI WCM0FALAOMCWI%WINAEEI/MDM WUNIUNWMLL011T8r IUFeNCROEvwnmK OIEOIaMIIOM DB211AW NMBAIiFODIOIIWE 71 I INKEM I MLEMDEM M Il MiDNIME i W I MD MU6 �1'R61 Nia1H1 MML fA1�1' ML NAf DI6 OBMMIBMA111DMLRWaB61q RMMTWiRC0U1{TIET �o- ? 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ALLMOOD N aIE'.1 0011=MIMOONCIEIE W E PIBaME TAEAT®ORAW Y9MOIREIEWE a3MM MAIA11O11EDI1000E FLOOR/STRINGER DETAIL SCALE: 1 1/J'. I'-0' 1 1%4' MIN. - P' MAX. 1 1/4' MIN. - 2' MAX. 1 1/Z CLR. IMIDMOW10PML ■MLUMOVAT I40G NAX NWNIENNYICEDA74 IMOAIWC MIN= x x IWIYID MMLLMTD HANDRAIL SCALE: I IQ'. I'-0' WINIM GO. a3 umewI MEN IIMEH MM NYICEI MMXEIP.lMATAL ■IIIMIMOCEIDE EICLOND WIMEaMLE UDE wm SKIRT/WALL DETAIL SCALE 11/1'. I'-0' MK=MEIINIOF MANOMD — RIUICER wD m IEWLIKFIE/10 __ awlaPtIIN11a p1McaI11MIlEfNM. q'TbXNT.QATALLMA11M0 CUMOFOCIOND UTANEWM UDEI INN STRINGER/LANDING DETAIL SCALE: 1 1/1'. 1'-0' an AM+DEL8OT19R DO NT SCALE nEEE Op"dow. 1001 RULOW OIMUTM UN CONTRACTOR 40 ME PLO! RE:OFE COMTRlCTI N TIEEE Dpl*.m 00 NOT COMAN RPECEIC HFCQ UTION Am AM SINW 1RAL ELEI'FR! RO RE PROVIDED RT 00#M OF IECORDA. DIpOREPANCY fOP%94 M, ORENTATD(ETC) 11E91 TIEBE ORARYd AND i AMEOGYTED DRAW" R UTE DRAWWA ENAII. RE REPORTED T C NVXIOR AT ONCE AND NO CONVIXICTIAI SHALL PRGMED IIITL CORRECTED. TIE CONRACTOR AEEVES TIE IESPP66L- TO T'EEt ALL REOAMVENTS OF LOCAL R LDK TO COYLY IM STATE MILDW. CODES � 0 �y J J N Q T 0 W O 0 7 O T� w A oU� x5 �aa � F c�v }R L 00 N � O rn O O U / 3 O L co x O W 1 W N 134 (-4 CD Ul) r- 7 NI�IR TIE VERSION: 5.0 �wmmrmim MISC. DETAILS M!1 -3.3 EXTERIOR rmcmeam HOUIEWRM oval EtOEOR *1EM GAOIRAMU' rotUN RMDWGf. f wMESUACHEING. 3MMUMMIU Ro0F AWMRA E UOE P IAYES OF a90RLP P"- AG EIIDRASHM VW YAWFa39O6 EIDESIMGUMSEMM ONE IAM MAIEIN INTERIOR f wm set ACHMM ME IEN= WAElROOF ABMNE 9M VACE M MNRfACNW 1800AAASCN1 M CAMEMPMA YMCMAU MY R6DIUEDYFM comet 1 sAm E0MRA10EPa M PWAUA N FAZE WROM ASUMYA E FASEIW A STIRICRREMWNWWMAMfACC M P M LAWN REGIRNUM AMNEOWAI AIM HEAD AT FRAME WALL SCALE: 3'. I'-0' MRSR6MUC=6Qj KlLD ' ►ARE09EAINGA OCCU6 rE SRSIICRRN DIMES) l SRSCOORSEHOOAo/ FOAMIMM INAION UWD.UM SENAMI 2C M DL AW 14ms r GARAGEDOOR — OVERHEAD GARAGE DOOR JAMB SCALE: 1 1/I'. I'-0- FOR RW MR SNAKMM DEWS GYP. BD, 2.6 IRACAASSaMr EXTERIOR SWACHMMMF IENNGwAERR00f AMORNESRL DAMOOSSME f ASS U►UMG EIaIDR GRADE SE MO E l9 co"SORT' ONE YYY6' OR ®UAL NOLU~ovE EaMOR*69" "m Lommo mmm RE ARKS R6EI2DA6 N a9DRAG ►ARE M Do"alloomas rE SECCRN om" LNa9CW PAWMLT 0/aMCRTa3GEM9m 24GA=A WH=RA99AG-- IMAWA MDACOWM. UMM f UP WAIL — � wROdw ASYAMYR6IAl1ID WNCOMINtOI67EMM EWAYR NOERM70 R6MUAUON CAUU340 MIbM a� UMWOMDAM R63ML PLYWOOD. PAMmU=lNW wROOWS A DORABRflT. NOTE WN" A30ftYA E FA99®A ORLINE M VOOM MINfACOM MULA ON R86RRSSMStJl3NO MCOAMBOAM SILL AT FRAME WALL SCALE: 3". I'-0' Pot Mr. RE SRRMm" DBMS GYP. BD. D.6 2v RES DR. HEAD GARAGE DOOR GARAGE DOOR TRACK OVERHEAD GARAGE DOOR HEAD SCALE: 1 1/1'. I'-0' '2:4 "*% �cma OMGomTh9. OR DDIML H0UlflNtAt oval eaff"9EV"N0 FRAMW M SRLCPLM CN M f WCESEIFAdlWKw raF IwNGWAERRDQWWAR E oval ROM IAYES M MM r&M f WOEMPAMME4 SHFIFNMG wAlE1900F moom INTERIOR M VACEM MMNSfACLM CAMEWM A WROM ASEMIY HIMM YFM comommSEMAM EADAMMOEMM AIKUUAAON NO!w\OOwASS &VAEFAB®A $ffLCUER WNMMANf*Z0 6FALAON OMPMEM9A6 AFO NDOMBDGM JAMB AT FRAME WALL SCALE: 3". I' 0" IARE>aAG NALL RE MMM N GRADE Mf RM PARR 01MC1.9EMM SEMM FWD WSA SE 9Ev. FORM TYRE9'a0T'rAR RQlkVWM WmLAM oI wROOW RON , L - 1- YNM 90WC UZ DOOR FRAME SLIDING GLASS DOOR HEAD SCALE: 3". V-0' ©© 0 0 0 ff- -77� 00 CD N � La T A O v) U O N W W O N 1 E"' 1 o EF 7 L J w w. I UE VERSION: 5.0 ANARRAI! MIRO. DETNLS mA -3. GENERAL STRUCTURAL NOTES: 1. ALL WORK SHALL CONFORM TO THE 2023 ft 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 CONFLICTS EXIST BETWEEN THE DRAWINGS AND THE STRUCTURAL NOTES, THE STRICTEST PROVISION SHALL GOVERN. 3. THE STRUCTURAL DRAWINGS FORM AN INTEGRAL PART OF CONTRACT DOCUMENTS, WHICH INCLUDE ARCHITECTURAL. STRUCTURAL. MECHANICAL, ELECTRICAL, AND CIVIL/SITE DRAWINGS. COORDINATE THE STRUCTURAL DRAWINGS WITH THE REQUIREMENTS SHOWN IN THE OTHER COMPONENTS OF THE CONTRACT DOCUMENTS. 4. TYPICAL DETAILS AND OTHER SECTIONS/DETAILS APPLY TO CONDITIONS THAT ARE SIMILAR TO THE CONDITIONS DESCRIBED IN THE SECTIONS/DETAILS, EVEN IF THEY ARE NOT SPECIFICALLY REFERENCED ON THE PLANS. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEANS, METHODS SEQUENCES AND PROCEDURES OF CONSTRUCTION, INCLUDING BUT NOT LIMITED TO TEMPORARY SHORING AND BRACING. 6. DO NOT SCALE STRUCTURAL DRAWINGS. IF DIMENSIONS ARE OMITTED OR NOT CLEAR, CONTACT THE ENGINEER. 7. CONSTRUCTION SHALL COMPLY FULLY WITH THE APPLICABLE PROVISIONS OF OSHA AND THE LOCAL GOVERNING CODES, CURRENT EDITION, AND ALL REQUIREMENTS SPECIFIED IN THE CODES SHALL BE ADHERED TO AS IF THEY WERE CALLED FOR OR SHOWN ON THE DRAWINGS. THIS SHALL NOT BE CONSTRUED TO MEAN THAT REQUIREMENTS SET FORTH ON THE DRAWING MAY BE MODIFIED BECAUSE THEY ARE MORE STRINGENT THAN THE CODE REQUIREMENTS OR BECAUSE THEY ARE NOT SPECIFICALLY REQUIRED BY CODE. 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 WILL NOT BE ACCEPTED, REGARDLESS OF FAULT, WITHOUT PRIOR NOTIFICATION BY BUILDER WITHIN 48-HOURS AND INVESTIGATION BY FIELDSTONE. 9. THE TERMS 'CONCRETE SCREW AND ?MASONRY SCREW SHALL BE USED INTERCHANGEABLY WITHIN THESE DRAWINGS. CONCRETEUASONRY SCREWS AS GENERICALLY SPECIFIED WITHIN THESE DRAWINGS SWELL REFER TO ONE OF THE FOLLOWING ACCEPTED MANUFACTURER PRODUCTS: SIMPSON STRONG TIE TITEN TURBO, GENUINE TAPCON, OR HILT MARK -CON I. 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 SET3G, OR HILT HIT4HY-150 DESIGN CRITERIA: 1. BUILDING RISK CATEGORY =11 2. VERTICAL LOADING: ROOF TOP CHORD LIVE LOAD =2D 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 DECK/BALCONY LIVE LOAD =40 PSF NOTE TO TRUSS 6 HOIST MANUFACTURERS - ROOF 6 FLOOR SYSTEM DELEGATED DESIGN SHALL CONFORM TO THE FOLLOWING DESIGN STANDARDS: LOCATION TOTAL LOAD LIVE LOAD D�TOECTALLJ ROOF TRUSSES I L240 I L240 1 1" FLOOR JOISTS/TRUSS I L/360 1 1 490 1 112, NOTES: 1. MAXIMUM TOTAL LOAD DIFFERENTIAL DEFLECTION BETWEEN ADJACENT PARALLEL MEMBERS SHALL BE 5/8• 2. ANY MEMBER SUPPORTING BRICK/MASONRY SHALL BE LIMITED TO A TOTAL LOAD DEFLECTION OF L/600 3. FIELDSTONE AE CANNOT BE HELD RESPONSIBLE FOR ANY STRUCTURAL ISSUES RELATED TO ANY BUILDING COMPONENT IF COMPONENT SHOP DRAWINGS ARE NOT SUBMITTED TO FAE FOR REVIEW PRIOR TO FABRICATION, DELIVERY, OR INSTALLATION 3. LATERAL LOADING WIND CRITERIA: TORNADO WIND SPEED -WA BASIC WIND SPEED =140 MPH EXPOSURE CATEGORY =C INTERNAL PRESSURE COEFFKAENT = +/- 0.18 (ENCLOSED) SEISMIC CRITERIA SITE CUSS =D SEISMIC DESIGN CATEGORY =A 4. EARTH PRESSURE LOADING: ALLOWABLE SOIL BEARING CAPACITY TOTAL LOADS (INCLUDING WIND 8 SEISMAL:) =2000 PSF LATERAL EARTH EQUIVALENT FLUID PRESSURE WALLS UNBRACED AT TOP =40 PCF WALL BRACED AT TOP =55 PCF 5. GUARDRAILIHANDRAIL LOADING: ALL GUAFOMR41-MDRAILS 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. IO DEFLECTN OF GUARDRAIL SHALL MEET THE CRITERIA SET FORTH BY THE INTERNATIONAL CODE COUNCIL EVALUATION SERVICES (ACC -ES) AC 273 -'ACCEPTANCE CRITERIA FOR HANDRAILS AND GUARDS! CONCRETE NOTES: 1. STRUCTURAL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE PER ACI 332'RESIDENTIAL CODE REQUIREMENTS FOR STRUCTURAL CONCRETE'. 2. CONCRETE PRODUCTION AND PLACEMENT SHALL CONFORM TO THE REQUIREMENTS OF ACI 332 'RESIDENTIAL CODE REQUIREMENTS FOR STRUCTURAL CONCRETE' EXCEPT AS MODIFIED BY STRUCTURAL REQUIREMENTS NOTED ON THE DRAWINGS. 3. CEMENT SHALL CONFORM TO ASTM C150'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 60. 6. REINFORCEMENT SHALL BE FABRICATED AND ERECTED ACCORDING TO THE ACI STANDARDS: "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT', ACI 315 - AND'MANUAL OF ENGINEERING AND PLACING DRAWINGS FOR REINFORCED CONCRETE STRUCTURES', AC1315R. 7. REINFORCING STEEL AND WELDED WIRE FABRIC SHALL BE PLACED WITH MINIMUM CONCRETE COVER AND TOLERANCES AS FOLLOWS: SLAB M4WAM WITHIN UPPER 213 OF SLAB AND 3/4' MINIMUM COVER AT INTERIOR CONDITIONS; I-M' MINIMUM COVER AT EXTERIOR CONDITIONS CONCRETE SIOLIDAW" AGADW EARTH! 3- FOFAM OONC ETA 1.12" (I5 REBAR OR SMALLER) 2- (N6 REBAR OR LARGER) TOLERANCE: +/-3/8- 8. REINFORCING STEEL SHALL NOT BE CUT, BENT OR STRAIGHTENED IN THE FIELD UNLESS APPROVED BY THE STRUCTURAL ENGINEER OR AS INDICATED ON THE DRAWINGS. 9. WELDING OF REINFORCING STEEL IS PROHIBITED UNLESS SPECIFICALLY DETAILED. WELDING WHERE DETAILED SHALL CONFORM TO AWS DI A SPECIFICATION. CONCRETE NOTES (CONTINUED): 10. CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH AS FOLLOWS: FOUNDATIONS 6 FOUNDATION WALLS: 2500 PSI SLAB -ON -GRADE 5 CONCRETE BEAMS: 25M 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" MINBAUM DEPTH WITHIN 24 HOURS OF CONCRETE PLACEMENT. MAXIMUM JOINT SPACING FOR UNREINFORCED SLAB IS AS FOLLOWS: 3-1/2' SLAB: 8 FEET O.C. EACH DIRECTION 4' SLAB: 10 FEET O.C. EACH DIRECTION • WELDED WIRE FABRIC (W.W.F.) 6X6-W1.4XW1.4. WELDED WIRE FABRIC SHALL BE FURNISHED IN FLAT SHEETS (ROLLS NOT PERMITTED) AND SHALL CONFORM TO ASTM A-1064 AND HAVE A MINIMUM SIDE AND END LAP OF 8 INCHES. • MICRO- OR MACRO- SYNTHETIC FIBER REINFORCEMENT FIBER LENGTHS SHALL BE 1/2'TO 2-1/4" IN LENGTH. DOSAGE AMOUNT SHALL BE FROM 3/4 TO 3.0 POUNDS IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116. THE MANUFACTURERBUPPLIER SHALL PROVIDE CERTIFICATION OF COMPLIANCE WITH ASTM CI 116 WHEN REQUESTED BY THE BUILDING OFFICIAL. 16. CONTROL JOINTS SHALL BE FURNISHED WITH A FULL-LENGTH KEYWAY CENTERED ON MEMBERS. WHERE THE SIZE OF KEY IS NOT SHOWN ON THE DRAWINGS, THE KEY SHALL BE 25% OF THE CROSS-SECTION DIMENSION OF THE MEMBER AND MINIMUM 1-1/2 INCHES INTO THE FIRST POUR OF CONCRETE. 17. PROVIDE POCKETS OR RECESSES IN CONCRETE WORK FOR COLUMNS AND BEAMS AS REQUIRED EVEN IF NOT SHOWN ON THE DRAWINGS. PROVIDE CONCRETE FILL AFTER BEAM ERECTION. IS. CURING OF CONCRETE SURFACES SHALL CONFORM TO ACI 3W.1 'STANDARD SPECIFICATION FOR CONCRETE CURING' AHD ACI 308R'WIDE TO CURING CONCRETE". FOUNDATION NOTES: 1. CONTRACTOR SHALL VERIFY ALL CONDITIONS, INCLUDING UNDERGROUND UTILITIES AND FIELD MEASUREMENTS AT JOB SITE AND REPORT ANY DISCREPANCIES TO OWNERS REPRESENTATIVE. 2. TOP OF SPREAD FOOTING ELEVATIONS NOTED ON PLAN ARE MINIMUM ELEVATIONS. IN ALL CASES FOOTINGS ARE TO BEAR ON UNDISTURBED NATURAL SOILS OR ENGINEERED FILL HAVING A MINIMUM NET ALLOWABLE BEARING CAPACITY OF 2000 PSF. 3. SIDES OF FOUNDATIONS SHALL BE FORMED UNLESS CONDITIONS PERMIT EARTH FORMING. FOUNDATIONS POURED AGAINST THE EARTH REQUIRED THE FOLLOWING PRECAUTIONS: SLOPE SIDES OF EXCAVATIONS AS APPROVED BY GEOTECHNICAL ENGINEER AND CLEAN UP SLOUGHING BEFORE AND DURING CONCRETE PLACEMENT. PROVIDE POLYETHYLENE VAPOR RETARDER COMPLYING WITH GOVERNING BUILDING CODE LISTED ON THIS SHEET AGAINST SOILS WHERE CONCRETE IS TO BE PLACED; LAP ALL EDGES 61NCH (MINIMUM) AND SEAL WITH ADHESIVE. 4. WHERE FOOTING STEPS ARE NECESSARY, THEY SHALL BE NO STEEPER THAN ONE VERTICAL TO TWO HORIZONTAL UN.O. 5. FOOTINGS SHALL BE CENTERED UNDER COLUMNS AND WALLS UNLESS SPECIFICALLY DETAILED OTHERWISE ON THE DRAWINGS. 6. NO FOOTINGS OR SLABS SHALL BE PLACED ON OR AGAINST SUB -GRADE CONTAINING FREE WATER, FROST OR ICE. SHOULD WATER OR FROST, HOWEVER SLIGHT, ENTER A FOOTING EXCAVATION AFTER SUB -GRADE APPROVAL, THE SUB -GRADE SHALL BE REINSPECTED BY THE GEOTECHNICAL ENGINEER TESTING LABORATORY AFTER REMOVAL OF WATER OR FROST. 7. CONTRACTOR SHALL FURNISH ALL REQUIRED DE -WATERING EQUIPMENT TO MAINTAIN A DRY EXCAVATION UNTIL BACKFILL IS COMPLETE. 8. A GEOTECHNICAL ENGINEER REGISTERED N 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 BACI(FILLING: 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 BACKFIW NG 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 L 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 530.1, -SPECIFICATIONS FOR MASONRY STRUCTURES.- 2. CONCRETE MASONRY SHALL CONFORM TO ASTM C90 AND HAVE A MINIMUM COMPRESSIVE STRENGTH FM - 1,500 PSI U.O.N. MASONRY SHALL HAVE A TEXTURE SUITABLE FOR STUCCO APPLICATIONS WHERE ARCHITECTURAL DRAWINGS INDICATE STUCCO APPLICATION. 3. CONCRETE MASONRY UNITS SHALL BE LAID IN RUNNING BOND. 4. MORTAR FOR ALL MASONRY SHALL CONFORM TO ASTM C270 WITH MINIMUM COMPRESSIVE STRENGTH OF 2.000 PSI. MORTAR BELOW GRADE SHALL BE TYPE M. ELSEWHERE MORTAR MAY BE EITHER TYPE M OR S UNLESS SPECIFICALLY INDICATED OTHERWISE. USE EITHER PORTIAND CEMENT/UME OR MASONRY CEMENT FOR MORTAR. 5. GROUT SHALL CONFORM TO ASTM C476 WITH MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 2,500 PSI. 6. STEEL BAR REINFORCEMENT SHALL CONFORM TO ASTM A615, GRADE 60. 7. VERTICAL CELLS CONTAINING REINFORCING AND GROUT SHALL FORM A CONTINUOUS CAVITY, FREE OF MORTAR DROPPINGS. S. 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 SWILL CONFORM TO THE REQUIREMENTS OF THE CONCRETE NOTES. BAR SIZE LAP SPLICE LENGTH BEND DIAMETER ACI HOOK f4 2W 3' 1(y I5 1. 33/4' 10• #6 31' 4-1/2' 111 MASONRY NOTES (CONTINUED): 10. REINFORCING BARS SHALL BE HELD IN POSITION BY WIRE TIES OR OTHER APPROVED MEANS TO ENSURE DESIGN LOCATION AND LAP. PUCE BARS AND LAP PRIOR TO GROUTING. 11. GROUTING OF MASONRY WALLS SHALL CONFORM TO RECOMMENDED PROCEDURE FOR 'LOW LIFT GROUTING' GR I N GH LIFT GROUTING' AS OUTLINED IN THE NCMA-TEK 32A -GROUTING FOR CONCRETE MASONRY WALLS AND ACI 530/ASCE 5 SPECIFICATION FOR MASONRY STRUCTURES. GROUT LIFTS SHALL NOT EXCEED 5 FEET WITHOUT MECHANICALLY CONSOLIDATED (VIBRATED) GROUT POURS. 12. LIFTS OF GROUT SHALL BE KEYED 4 INCHES INTO THE PREVIOUS COURSE OF MASONRY BELOW. 13. MASONRY BELOW GRADE SHALL BE GROUTED SOLID. 14. CONTRACTOR SHALL BRACE MASONRY WALLS TO RESIST WIND LOADS UNTIL FLOORS AND ROOFS ARE IN PLACE. AND THE MASONRY HAS REACHED 75% OF THE REQUIRED STRENGTH FM. BRACING SHALL BE PROVIDED IN ACCORDANCE WITH OSHA - CONSTRUCTION SAFETY STANDARDS FOR MASONRY WALL BRACING AND NCMA TEK 34B -'BRACING CONCRETE MASONRY WALLS DURING aMSTRUCT1ON.' WOOD FRAMING NOTES: 1. STRUCTURAL SAWN LUMBER, STRUCTURAL COMPOSITE LUMBER, AND CONNECTIONS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE'NATIONALDESIGN SPECIFICATION FOR WOOD CONSTRUCTION.' (ADS) 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 WOOD43ASM STRUCTURAL -USE PANELS'. 4. ALL BEAMS AND HEADERS SHALL BE M-PLY U.N.O. 5. WOOD SILL PLATES AND WOOD WALLS SUPPORTED ON CONTINUOUS CONCRETE OR MASONRY SHALL L BE ANCHORED WITH 1/2• DIAMETER CAST -IN -PLACE ANCHOR BOLTS WITH 7" EMBEDMENT, 4" (MINIMUM) AND 12' (MAXIMUM) FROM END OF SILL PLATE(S), LOCATED WITHIN THE MIDDLE THIRD OF THE SILL PLATE, WITH NUT AND 3"4"4.229- WASHERS AT THE ANCHOR SPACING BELOW: MAXIMUM ANCHOR BOLT SPACING - 2-0' O.C. REFER TO'PRE-APPROVED FIELD REPAIR NOTES' SECTION FOR ALTERNATE ANCHORAGE APPROVALS. FOR OTHER ANCHORS NOT LISTED, SUBMIT TO ENGINEER OR RECORD FOR REVIEW. 6. ALL LUMBER IN CONTACT WITH EARTH, CONCRETE, OR MASONRY - AND WOOD BEAMS POCKETING INTO CONCRETE OR MASONRY WALLS HAVING CLEARANCES LESS THAN 112' ON TOP, SIDES, AND END(S) SHALL BE PRESSURE TREATED OR SEPARATED WITH AN IMPERVIOUS MOISTURE BARRIER. 7. STRUCTURAL SAWN LUMBER SHALL BE SPRUCE-PINEf1R NO.1 NO.2 OR BETTER U.N.O. WITH BASE DESIGN VALUES: Fs= 875 PSI Fc� = 425 PSI FT = 450 PSI Fc= 1150 PSI Fv= 135 PSI E= 1400 KSI WITH THE MOISTURE CONTENT OF THE WOOD IN SERVICE WILL NOT EXCEED 19%. 8. BEARING AND EXTERIOR WALL STUDS SHALL BE CAPPED WITH DOUBLE (2)9 TOP PLATES INSTALLED TO PROVIDE OVERLAPPING AT CORNERS AND AT INTERSECTIONS. END JOINTS N DOUBLE (2)) TOP PLATES SHALL BE OFFSET AT LEAST 24 INCHES AND SHALL BE NAILED WITH NOT LESS THAN (8)-0.162'x2-1 /2" FACE NAILS ON EACH SIDE THE JOINT. DOUBLE (2X) TOP PLATES OF EXTERIOR WALLS AND INTERIOR LOAD BEARING WALLS SHOWN ON DRAWINGS SHALL BE SOUTHERN YELLOW PINE NO.2 OR BETTER WITH BASE DESIGN VALUES: FB- 1100 PSI Fes= 565 PSI FT= 675 PSI Fc- 1450 PSI FV= 175 PSI E- 1400 KSI WITH THE MOISTURE CONTENT OF THE WOOD IN SERVICE WILL NOT EXCEED 19%. 9. STRUCTURAL COMPOSITE LUMBER SHALL CONFORM TO ASTM D 5456 WITH THE FOLLOWING ALLOWABLE DESIGN STRESSES MKWA LLAM LA PAIW.LAM PSL (') 71!31117PA D L8L E - 2000 KSI E - 1 SDO KSI E - 1300 KSI F, - 26M PSI F, - 2400 PSI FB - 1700 PSI (ry - EOOZER BEAM 2.1 E' ARE AN ACCEPTED ALTERNATE TO PSL COLUMNS SPECIFIED ON PLANS PROVIDED THE 130OZER 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 23132 INCH, APA RATED SHEATHING, 48/24 MIN., EXPOSURE 1. INSTALL WITH THE LONG DIMENSION OR STRENGTH AXIS OF THE PANEL ACROSS SUPPORTS AND WITH PANEL CONTINUOUS OVER TWO OR MORE SPANS. PANEL EDGES SHALL BE TONGUE -AND -GROOVE. FLOOR SHEATHING SHALL BE GLUED AND NAILED TO SUPPORTING MEMBERS. ADHESIVE SHALL MEET APA SPECIFICATION AFG.01, APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. PROVIDE 0.131N2.112" 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 9FT 10FT STUD SIZE HEADER SPAN (FT) 4 1J/1K 1J/1K 1J/1K 6 1J/1K 1J11K 1J12K 8 1J/1K 1J12K 1J13K 10 1J2K 1J2K 1J/4K 2c4 12 1J/2K 1J13K 1J/4K 14 1J/2K 1J/4K ENG 16 1J13K 1J/4K ENG 18 1J/3K ENG ENG WIN SPEED OF <= 140 EXP. C WALL HEIGHT OFT 9FT 1OFT STUD SIZE HEADER SPAN (FT) 4 1J/1K 1J/1K 1J/1K 6 1J/1K 1J/1K iJ/1K 8 1J/1K 1J/1K 1J/1K 10 1J/1K 1J/1K 1J/1K 2.6 12 1J/1K iJ/1K 1J/1K 14 1J/1K 1J/1K IJ/1K 16 1J/1K 1J/1K 1J/1K 18 1J/1K 1J/1K 1J/1K 13. WALLS SHOWN ON THE FRAMING PLANS ARE LOAD BEARING WALLS; WALLS NOT SHOWN ON STRUCTURAL FRAMING PLANS ARE INTERIOR NON -LOADING BEARING PARTITION WAILS. 14. LOAD BEARING WALLS SHALL BE CONSTRUCTED WITH 2X STUDS AT 16" O.C. MAXIMUM U.N.O. NON -LOAD BEARING PARTITION WALLS SHALL BE CONSTRUCTED WITH 2X OR METAL STUDS (IS GA MIN.) 0 24' O.C. MAXIMUM. 15. STUD COLUMNS UNDER LOAD BEARING POINTS OF GIRDERS/BEAMS SHALL MATCH THE GIRDER/BEAM PLY COUNT WITHIN 12' TOLERANCE (2-PLY STUD COLUMN MINIMUM). SOLID BLOCK ALL GIRDER/BEAMS THRU FLOOR SYSTEMS AND TO THE FOUNDATION. 16. WHEN NOT SHOWN ON DRAWINGS OR DETAILS, THE NAILING SCHEDULE FOR WOOD FRAMING ELEMENTS SHALL COMPLY WITH THE IRC TABLE R802.3(1). 17. FLOOR SYSTEMS ARE DESIGNED BY THE TRUSS AND/OR WOOD 4 JOIST MANUFACTURER'S DELEGATED ENGINEER AND BE IN CONFORMANCE WITH THE LOADS 8 DEFLECTIONS IDENTIFIED IN THE DESIGN CRITERIA NOTES SECTION. INSTALL PER MANUFACTURERS RECOMMENDATIONS, NOTES, AND DETAILS. FLOOR FRAMING CONCEPT LAYOUTS SHOWN WITHIN THE DRAWINGS ARE FOR ILLUSTRATIVE PURPOSES ONLY TO DEPICT FLOOR SYSTEM -TO -WALL CONNECTIONS. CHANGES TO THE CONCEPTUAL FLOOR LAYOUT SHOWN IS NOT PERMITTED WITHOUT A LETTER AND REVIEW FROM THE ENGINEER OF RECORD. PREFABRICATED WOOD I -MIST SHALL CONFORM TO ASTM D SM. JURISDICTION SPECIFIC NOTES: 1. FOR PARTIALLY ENCLOSED AREAS, INCLUDING BUT NOT LIMITED TO LANAIS, PORCHES, AND BALCONIES A 1/2' (MINIMUM) EXTERIOR GRADE SOFFIT BOARD WITH A CEMENTMOUS KNOCKDOWN FINISH IS ACCEPTABLE PROVIDED THAT IT IS PAINTED MEETING THE REQUIREMENTS OF ASTM C932 TO GIVE THE CEILING WATER RESISTANCE. THE SOFFIT BOARD PRODUCT SHALL BE ATTACHED PER MANUFACTURER SPECIFICATIONS TO BE IN COMPLIANCE WITH R703.1. 2. THE SOFFIT DESIGN PRESSURE IS AS NOTED IN THESE DOCUMENTS. WITH KAYCAN VINYL SOFFIT INSTALLED IN ACCORDANCE WITH MANUFACTURERS REQUIRMENTS AND ICGES 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 SWILL BE DESIGNED AND MANUFACTURED IN CONFORMANCE FOR THE INDICATED LOADS WITH ANSI/TPI 1 'NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION.' FINAL PRE-ENGINEERED ROOF TRUSS FRAMING LAYOUT AND DESIGNS TO BE BY ROOF MANUFACTURER'S DELEGATED ENGINEER. 2. ROOF TRUSSES SHALL BE DESIGNED FOR THE SUPERIMPOSED LOADS IDENTIFIED IN THE DESIGN CRITERIA NOTES SECTION. 3. THIS PLAN IS DEVELOPED FROM THE REVIEW OF MASTER TRUSS FILES. ANY LOT THAT DEVIATES FROM THE MASTER TRUSS FILE ON RECORD,OR FOR PLANS FIELDSTONE AE IS NOT CONTRACTED TO PERFORM TRUSS RENEW ON, THE CONTRACTOR IS RESPONSIBLE TO ASSURE THE DIRECT COMPLIANCE OF TRUSS MANUFACTURER LAYOUT TO THESE DRAWINGS 6 VERIFY ALL TRUSS CONNECTORS ARE SUFFICIENT TO WITHSTAND THE UPLIFT/LATERAL LOADS IMPOSED 4. TRUSS MANUFACTURER SHALL PROVIDE HANGERS AND CONNECTIONS ADEQUATE FOR LOADS AT ALL TRUSSTO-TRUSS, TRUSS -TO -BEAM, AND BEAM -TO -TRUSS CONNECTIONS. 5. REFER TO ARCHITECTURAL DRAWINGS FOR TRUSS SHAPE, OVERHANG, DIMENSIONS, SLOPES, SPANS, DRAINAGE, BEARING WALL HEIGHTS, ETC. S. THE POSITIONS, WEIGHTS, AND METHODS OF ATTACHMENTS OF ALL MECHANICAL UNITS, ELECTRICAL FIXTURES, PLUMBING, FIRE SPRINKLERS, ETC SIWl 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 O.E. SOFFITS, PARAPETS, VALLEY FRAMING, UPPER TRUSSES, ETC) SHALL BE INCLUDED IN THE DESIGN OF SUPPORTING TRUSSES. S. CONTRACTOR TO PROVIDE TRUSS BRACING PER BCSI-W IN ADDITION TO PERMANENT BRACING SHOWN ON THE TRUSS DESIGN PROVIDED BY THE DELEGATED TRUSS ENGINEER. PRE APPROVED FIELD REPAIR NOTES: i. MISPLACED DOWEL REPAIR: THIS NOTE DESCRIBES ALTERNATES TO MITIGATE THE CASTING OF REBAR VERTICAL REINFORCEMENT AT AN INCORRECT LOCATION. IF THE WALL HAS NOT BEEN BUILT: DRILL AND EPDXY #5 REBAR (36" LG.) INTO THE THICKENED EDGE OF SLAB AT THE CORRECT LOCATION. AS WALL IN CONSTRUCTED, LAP REBAR IN ACCORDANCE WITH MASONRY NOTES LAP SCHEDULE, PLACING A HOOKED BAR WITH 12' LAP AT THE TOP OF WALL WITH THE CONTINUOUS REBAR IN THE TIE BEAMMOND BEAM. COMPLETE GROUTING OF WAIL. IF THE WALL HAS ALREADY BEEN BUILT: PRIOR TO GROUT PLACEMENT, OPEN THE WALL AT THE CORRECT LOCATION APPROXIMATELY 16' (H) x 4' (" AT FLOOR LEVEL DRILL AND EPDXY #5 REBAR (32- LG.) INTO THE THICKENED EDGE OF SLAB. LAP VERTICAL REINFORCEMENT IN ACCORDANCE WITH MASONRY NOTES LAP SCHEDUILE. PLACING A HOOKED BAR WITH 12' LAP AT THE TOP OF WALL WITH THE CONTINUOUS REBAR IN THE TIE BEAMMOND BEAM. COMPLETE GROUPING OF WALL. 2. MISSINGIMISPLACED ANCHOR BOLT: ALTERNATE SILL PLATE ANCHORAGE SOLUTIONS INTOOONcram A 1/ W TTPEN HD WITH 13/4' MINIMUM EDGE DISTANCE AND 6' MINIMUM END DISTANCE IS A DIRECT 1:1 REPLACEMENT FOR A 1/2" DIAMETER ANCHOR BOLT WITH 7" EMBEDMENT INTO CONCRETE. A 1/2' THREADED ROD SET3G EPDXY 7" EMBEDMENT WITH I-M" 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. HTO W01T FLL W MASONRY (QFCW: A 1/2')6' TTTEN HD WITH 13/4" MINIMUM EDGE DISTANCE AND 8' MINIMUM END DISTANCE ATV-8" O.C. REPLACES A 1/2* DIAMETER ANCHOR BOLT WITH 7" EMBEDMENT AT 6-0' O.C.; LIKEWISE A 1 MW TITEN HD WITH 13/4' MINIMUM EDGE DISTANCE AND 8" MINIMUM END DISTANCE AT 2-8' O.C. REPLACES A 1/2' DIAMETER ANCHOR BOLT WITH T EMBEDMENT AT W-0' O.C.. 3. SIMPSON MASA SILL ANCHORS MAY BE USED AS AN ALTERNATE TO THE ANCHOR BOLTS AND SPACING NOTED HEREIN ACCORDING TO THE FOLLOWING TABLE: BASIC WIND SPEED (MPH) MAXIMUM SPACING <140 6'-0• 140 1'-T ISO 1'-3" MlcMpan 3400 Auburn Rd Suite 200 Aubum Hills, MI 48326 +1 248.622.4035 Florida 12906 Tampa Oaks Blvd. Suite 150 Tampa, FL 33637 +1 813.466.3310 www.holdstonwo.com NOTES: 1. MASA SPACING BASED ON NO MORE THAN ONE IN THREE INSTALLED WITH ONE LEG INSTALLED VERTICALLY ATTACHED TO STUD 4. MISSINGMISPIACED TRUSS STRAP ANCHOR: REFER TO'MISSED TRUSS STRAP REPAIR' DETAIL WITHIN DRAWINGS. FOR MISLOCATED TRUSS ANCHORS WHICH ARE GREATER THAN 1/e' BUT LESS THAN 1-12' FROM THE FACE OF THE TRUSS, A SHIM SHALL BE PROVIDED AND NAIL LENGTH INCREASED TO PENETRATE THROUGH BOTH PLYS OF MATERIAL (I.E. 3' LG. NAILS). WHEN GAP IS GREATER TOWN 1-12', INSTALL NEW ANCHORS. 5. MASONRY WALL OVERHANGING SUB SLOCK WBHANO I11~ < 5/8' NO REPAIR REOD 5/8' < OVERHANG < 1.12' GROUT SOLID BOTTOM 3 COURSES OF AFFECTED WALL LENGTH > 142' CONTACT ENGINEER OF RECORD FOR REPAIR 6. NOTCHED TOP PLATES 8 STUDS REOUIRNG REPAIR AT STUD& 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; r OR WHEN A HOLE IS DRILLEDIBORED TO A DIAMETER EXCEEDING 40%OF THE STUD WIDTH N BEARING WALLS, OR 60%OF THE STUD WIDTH IN NON -BEARING WALLS. IF THE MAXIMUM , HOLENOTCH SPECIFICATIONS ARE EXCEEDED THEN A STUD SHOE MUST BE INSTALLED. STUD SHOE REPAIRS ARE AS FOLLOWS: FOR 2X STUD USE HSS2SDS1.5 WITH (12)-1/4'X1-12' SOS SCREWS. FOR MULTIPLY 2X STUDS USE HSS2-'Y'SDS3 WITH (12)-1/4'X3- SDS SCREWS, WHERE '#" CORRESPONDS TO THE NUMBER OF STUDS IN THE MULTI -PLY. AT 70P PLATLB: A HOLE, CUT, OR NOTCH THAT IS GREATER THAN 50% OF THE PLATE WIDTH IS REMOVED FOR PIPING (EXCEPT WHEN THE SIDE OF THE WALL WITH THE NOTCH OR CUT IS COVERED BY WOOD STRUCTURAL PANEL SHEATHING), OR THE PLATES ARE CUT THROUGH. THE REQUIRED REPAIR IS A GALVANIZED 16-GAUGE METAL TIE THAT IS AT LEAST 1-12' WIDE AND MUST BE FASTENED WITH (8)-16D NAILS ON EACH SIDE OF THE OPENING. O0OOFieldstone �� `0%%% 1111fill,/ �pMl h� �•,,� �,. C.OA.# ARCHITECURE: ��� �N AA26002802 C.O.E.# ENGINEERING: No. 860 29349 O IBRAHEM ELAYEB, PE P.E.# 91476 '• (V % OF !p� ■ BENJAMIN NIESE, PE P.E.# 86025 O 05 24 ''�OHAL ATE 1­1AFFN F, F, Ta N, • SWAT L J DRAWN BY: I FAE VERSION: 5.0 SHEET NAME COVER SHEET SHEET N SO.1-140, rwww. MW =VW 2STORY FM . ..... orals aM.1a RM MW Ma N LM RM RM ww.w V-T 7. z t? MRM MM PER PLAN FER FERN 13, MW MMASM 008 OMM 2J26/2022 -M rMELMMIRM r==w.MR0 9 �101111= MIMMMM MIaE ID nca ownw"ALs I I Al am 2STORY 2 STORY F04 WMMWrWAL@W" 11101/2023 F=W 10 1/7 V-v ......... . .............. A- 02"Lls 2STORY 2STORY 11101t= F== MIAM 01MMU mom 3' &RAEOLLOZILLM momm"WKWIMM 10 own wag= .:PARM toil •Y�.?i: •-: _ .0... J1 a? 1p "41, On we 2 STORY 2 STORY 2 STORY aalsonMsf 2 STORY 2/2 �2022 11/01/2023 (FO'9�T- -- FMG-070 \/NOT TOSCALE FMG-OW PER PLAN. ULIFN EXPANSION ANCH OR 4'WN WORM kNW=LiftlffiLRNE EPDXY ANCHOR: Nwou lammmolum FM 1-WMIN MRM Qw"MFUN MIS RM IA nw Wilt a nut MM ORM0100M W010,M PW -1KIMPOMMEWSWWWWWONWOMIUMN WIAWW VEM mawn 0 t/I Wvnsw� owmlmum L amm wrom 019tom" LAP SPLICE =KRM PER PLAN M @ Kr. W& PEA" W�1/2023 PWM@PMD%" 11101/2023 MWORCMUMOMM 11101/2023 NOT TO SCALE FMG-100 F;Z-110 FG(3,120 rMAMEMM"M ownwrosm SEE FOUNDATION PLAN 91/4* SEE FOUNDATION PLAN M"W=lv#Wl WOM 1010 (y4r , ffi I -------------- ------------ MUM Win IIIIfM IMMIMMM RM BEAM PBMTION - CW 11112/2021 F26 n 2/2&2022 ;-260 F=130 FM- 00O Fieldstone C.O.A-# ARCHITECURE: AA26002802 C.O.E.# ENGINEERING!'- 29349 13 IBRAHEM ELAYEB, PE P.E.# 91476 0 BENJAMIN NIESE, PE P.E.# 86025 05/03/2024 DATE MkhlW 3400 Aubum Rd Suite 200 Aubum Hills, MI 48326 + 1 248.622.4035 Florida 12906 Tampa Oaks Blvd. Suite 150 Tampa, FL 33637 +1813.466.3310 www.heldstoneae.com 00 z 5-5 > w w 0 O �E 2 U w 0 0 0 F -1 L DRAWN BY: I FAE No. 86 1 VERSION: 5.01 SHEET NAME FOUNDATION OF DETAILS .......... HEET SHEET S 1.0 �1846/1T 8F16-0B/,T 8FS2-0B/1T w/ LINTEL RECESS 25 SH 2868 DOOR 11I •„ I w 1 2x6 STUDS 0 vi = - I61 Ili CONTINUOUS LINTEL OVER MASONRY COLUMN. DRILL 3" HOLE IN BASE OF LINTEL & EXTEND REBAR THROUGH 8F16-0B/1T 25 SH 25 SH LINE OF SECOND FLOOR ABOVE CONTINUOUS LINTEL OVER 4SC MASONRY COLUMN. DRILL 3' F HOLE IN BASE OF LINTEL & _EXTEND REBAR THROUGH 3SC I IL---------� BF7 OB/1T BF76-0B(1T w/LINTEL RECESS 8F34-1B,/1T1 25 SH END 25 SH 3080 DOOR 16070 OHGD d I BFi 6-16/1T� '' If1 � FIRST FLOOR WAWHEADER PLAN - ELEV. IIKN NOTES: 1. REFER TO DWG SO.1 FOR GENERAL STRUCTURAL NOTES ORO Fieldstone C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERING- 29349 O IBRAHEM ELAYEB, PE P.E.# 91476 ■ BENJAMIN NIESE, PE P.E.# 86025 05/03/2024 DATE UWEMD BOND BEAM LEGEND ,. eao�WmeEeaaxauraax6MReWnulmeau : i..41�i�.F[FMBPBI80•iNIB,ORAI�II W6IF. & INIBIIIIBACSWWILI11YN1HWLLB RBABM. l IOIOEWBPI•HWII [IuMff00p11MIflIWRW&'WYEAIMMM64MMAL ,MIBI V ORS rfif ,O, F•gIB)MMa1prtIU•IMII® r ,XIMIrOF66R aIOIR710F 1 LMOM $F16 1 B/1I tL L (INWOFARDSa11R IdNY.HHR WI.Ml1pIM 661®wamFWAm RWD t1-1 /2" CLEAR G�= Cw a o •CIR aR®IAaIUMORMIEL u am IOROIIIBICIIOWRIOI®MIMOi 7-5/8" ACTUAL 8" NOMINAL HEIGHT 40 AR 2 0 IF is10NA1. IE?� 111111 fi Esy�oom 2._ �•C€—`e L.: u!°c€EEC `g "° E3bEooB:Y'� Y 5�dfi' °eafi2�e�$'$°° 8�'a�•o��s$bss 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 00 NL L� O M O Q F•�1 LU J W o� � M F FiY U a Ia-i vi Q N O L J DRAWN BY: FAE VERSION: 5.0 SHEET NAME WALLMEADER PLAN SHEET # S2.1 K W� w LOCATION OF (2) MTS76 TO (4)2x4 BUILT UP PLUMBING DROPS -- _ COLUMN, OTT2Z w/ (8) 1/4k1 (TYPICAL) w 1/2' SDS SCREWS TO BASE OF COLUMN & 1/2" ATR TO FONDATION w/ SET3G rt,��,!�� 2 HETAt6 () _ w EPDXY, MIN 8' EMBED. G'.'J "'/ (12)16d THA422 OR HAGER PER MANUF. (31 1 3/4'xlfi' LVL OR GI DER PER MANU ja (2) 1 3/4^xE6" 2x4 BUILT UP COLUMN a 1a� w A LY OR GIRDER PER MNUF ,o c . (3) - _ nr 0 (2) MTS16 TO (4)2x4 BUILT UP COLUMN, DTT2Z w/ (8) 1/4'xl 1/2' SDS SCREWS TO BASE OF COLUMN & 1/2' ATR TO FONDATION w/ SET3G EPDXY. MIN 8" EMBED. FLOOR/LOW ROOF FRAMING PLAN ELEV. IIKII SCALE: 1/4"-V-0' N07Ea: 1. REFER TO DWG SOA FOR GENERAL STRUCTURAL NOTES 2. REFER TO DETAILS ON DWG S4.1 FOR ROOF SHEATHING REQUIREMENTS HTT5 w/ (26)0.162 x 2-1/2' NAILS & 5/8' ATR THRU TOP PLATE TO HTT5KT @ TOP OF (4)2x4 BUILT UP COLUMN w/ (26)#10 x 2-1/2" SD @ BASE OF COLUMN HTT5KT w/ (26)#10 x 2-1/2' SD & 5/8' ATR ACROSS FLOOR TO CMU WALL BELOW w/ SET3G EPDXY & MIN. 12' EMBED (2)MTS16 TO (2)2x4 BUILT UP COLUMN. — DTT22 @ BASE OF COLUMN w/ (8) 1/4"xl-1/2' SDS & 1 /2, ATR ACROSS FLOOR & SET3G EPDXIED TO TOP OF CMU WALL, MIN. 6" EMBED. SEE R60/S4.1 041 , I I I I I I I I I I I I I I I I I I I I I I I I I I I I xt 1 1 � x x1 I 1 - 1 � x1 I! x1 a 020 Fieldstone C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERING 29349 O IBRAHEM ELAYEB, PE ROOF FRAMING P64-MEM�'�6 ,11„ SCALE: 1/4'-1'4 E, PE 11RREEBFER TO DWG SO.1 FOR GENERAL STRUCTURAL NOTES'# 86025 2. REFER TO DETAILS ON DWG S4.1 FOR ROOFCKf "j j/ bYQUIREMENTS DATE Z44 TRUSS NOTES UNLESS OTHERWISE NOTED ON PLANS: 1. ALL TRUSS STRAPS TO MASONRY ARE TO BE METAL6, 2. ALL TRUSS STRAPS TO WOOD TO BE SIMPSON H10A. WHEN INSTALLED ON EXTERIOR WALLS SHALL BE CONNECTED THROUGH EXTERIOR SHEATHING. (2) H2.5A TO BE USED TO MULTI -PLY TRUSS, (11 EACH SIDE w/8d NAILS MIN. SIMPSON H2.5A MAY BE USED ON JACK TRUSSES ON THE EXTERIOR OF THE WALL w/Sd MIN. 3. ILO TYP METAL TRUSS CONNECTORS, FRAME SCREWS MAY BE USED AT CONTRACTOR OPTION PER THE FOLLOWING: A) TRUSS TO TOP PLATE TO BE (2) SIMPSON SDWC156DO B) MULTI -PLY TRUSS REQUIRE (2) SOWC1560D AT EA. PLY C) (1) SDWC15600 SCREW FROM TOP PLATES TO JACK TRUSSES 4. FOR DBL TWIST STRAP TRUSS CONNECTIONS (LTS/MTS/HTS) REFER TO DETAIL R60 FOR INSTALLATION CONFIGURATIONS. FOR PLANS FIELDSTONE AE IS NOT CONTRACTED TO PERFORM TRUSS REVIEW ON, THE CONTRACTOR IS RESPONSIBLE TO ASSURE THE DIRECT COMPLIANCE OF TRUSS MANUFACTURER LAYOUT TO THESE DRAWINGS & VERIFY ALL TRUSS CONNECTORS ARE SUFFICIENT TO WITHSTAND THE UPLIFT/LATERAL LOADS IMPOSED. IF ANY TRUSS CONNECTOR SHOWN IN THESE DRAWINGS CAPACITY HAS BEEN EXCEEDED, THE TRUSS MANUFACTURER SHALL NOTIFY THE ENGINEER OF RECORD IMMEDIATELY OPT. TRAY CEILING r HTT4 w/ (18) 0.162'x2-1/2' NAILS & 5/8' ATR TO HTT4 w/ (18) 0.162"x2-1/2" NAILS @ TOP OF 3-1/2"x5-1/4' PSL COLUMN (CONT. THROUGH TOP/BOTTOM PLATES. HTT4 @ BASE OF COLUMN w/ (18) 0.162x2-1/2' NAILS & 5/8' ATR ACROSS FLOOR & SET-3G EPDXIED TO CMU WALL BELOW w/ 12" EMBED. - (2)MTS16 TO (2)20 BUILT UP COLUMN. DTT2Z @ BASE OF COLUMN w/ (8) 1/4"xt-1/2" SOS & 1/2' ATR ACROSS FLOOR & SET-3G EPDXIED TO TOP OF CMU WALL, MIN. 6" EMBED. SEE R60/S4.1 xl :� - No. 8601!5"/�,/ --,v, ST IF llllll E8:° 85r 8�"fr3_ IcV°u ��rs�pba6€fr��-r 110t- 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 01) N Y 0 7 IFS--11 LU W Q F U cr LU iQ C'0) cr E� N O 04 l� F_ L I I DRAWN BY: I FAE I I VERSION: 5.0 SHEET NAME ROOF & FLOOR FRAMING PLAN SHEET # S301 K STRUCTURAL SHEATHING, SEE PLAN AND DETAILS FOR ATTACHMENT 1 ,? PRE-ENGINEERED WOOD TRUSSES AT 24.O.C. MAIL .OR. 2z BLOCKING AT 2x RBBON BOARD SHEATHING EDGES w/ (3) ATTACHED TO TRUSS Sd NAILS INTO TRCONTINU2 W (3) 10d NAILS, 2r O.C. CENTER MAIL STRUCTURAL SHEATHING SPACING NAIL PER TYPICAL CONf1M1WSSTRl1CTlMiAL SHEATHING DETAIL SHEATHING NAIL PER TYPICAL SHEATHING DETAIL TYPICAL TRUSS TYPIx TRUSS PER PLMI DETAIL AT TRUSS HEEL > 91P1' ANCHOR PER PLAN I40R@ REFER TO ARCHITECTURAL DRAWINGS AND/OR TRUSS MANUFACTURER DRAWRIGS FOR SPECIFIC TRUSS PROFILE INFORMATION. (Le. HEEL HEIGHTS, SLOPE, OVERHAN10S) STRUCTURAL SHEATHING. SEE PLAN AND DETAILS FOR ATTACHMENT PRE-ENGINEERED WOOD TRUSSES AT 24. O.C. MAX. TRUSS ANCHOR PER PLAN O.a FASCIA. (SEE ARCH DWGS) BOND BEAM Nm PER PLAN DETAIL AT TYPICAL TRUSS 0 � w/ HEEL < 91/4' RD�)__ HIV IFA11717 VIA IMWItII 11/0 2M NO7 TO SCALE RWM-010 sIINNENInflnrpr EIaNu®EN paMIE■EE4 DEMwEDtAE Er•®�RAMG AEEIEMOE 1NIpE NFAIEEM farElt,EAEIaEL <AMIPNMN ENi �1WALL PAM @ NOI�FBRG. Off. WAIL Ma" „/01/2(123 NOT TO SCALE RWM-070 EE 1I 11E11M EM =Bljfrrw iNEwEM faro4wpA - AMEIEM oww. 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FOR BRACING BY TRUSS 'EDGE NAIL SPACING TO CHORD NAILING ATTACH TO TRUSS TOP ( MANUFACTUREL BOTTOM CHORD OF TRUSS AS SHOWN) CHORD W M 160 NAILS �' PERMANENT TRUSS TO TRANSFER LOAD. AT IV O.C. BRACING PER TRUSS 2M BLOCKING A GABLE TRUSS W SEE REQURED MANUFACTURER 0 104r TOE-4"L SHEATHING EDGE wl V E WEAS BRACING PER TRUSS MAX. SPACING. EDGE NAILING (2) 10d 0 EA END NOTED IN THE MANUFACTURER (1) ADDITIONAL FLAT 2X4 SHEATHING TO ADJACENT STUD FRAMING SHEET # -A (La. BSCI REO'MTS) WRH BLOCKING •l1D®aEA1Nf1® TRUSS NOTES EXTENDING A MIN. (3) TRUSS BAYS IN. OF BETWEEN PERMANENT (3) 10d NAILS® (3) 10d NAILS ® _ TRUSS BRACING EA. TRUSS CHORD EA. TRUSS CHORD NAIL BOTTOM CHORD I aRAErtlwtfAEOEAINM (RESULTING IN 5'0• MAX OF GABLE TRuss WErrtN.EAEErNE: NYaINI�t OVERALL BRACING) %ffiffl 12db AT 4' D.C.A3s A35 MASONRY BETWEEN��r�EEwp(gwOArEpEIIN(FIRST 3 BAYS OF SEE PLAN FOR IamNIIII IRAMMOMY) ATTACHMENT ER FRAMING TO OF ALL PERMANENT BRACING STRUCTURAL SHEATHING. w/ 10d A 4. O.C. 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Lkf- 1/ c NOT TO SCALE LOO-160 L16 T TO SCALE LGG-18411E-4s01— P.E.# 86025 •A�ORIDP, • lz i ��`♦ �/�,ONAU '�I� 05/03/2024 ��♦ DATE ��111111111��` Mk tdgm 3400 Auburn Rd Suns 200 Aubum Hills, MI 48326 +1 248.622.4035 Florida 12906 Tampa Oaks BNd. Suite 150 Tampa, FL 33637 +1 813.466.3310 www.fieldstonene.com N F O Y � Q 7 I W QAi conw LU �+ C" 2 N C r- L J IDRAWN BY: I FAE VERSION: 5.0 SHEET NAME DETAILS - FLOOR SHEET #t S4.3_ alEanEnoocrllr ��� �IM/IMUAMEORMMMM (1Mti IWnKaMMEMM�AMR tKi RMT� 1@�MMEO stmMMteoeAwruEt atsaMMawA MROM�MMMMocA tMMr M® rrlwtwNeoe arnMnMtr MEMMLMwAMIM1DMML11Ml bMamr w zaf�A>AIwa T FL°°R OAK UMO MM♦ItRMMn 191� RMM > dw. ulmummm 1EMMMRMM NK ROMMMIMMAf. IIOE1/ISaMi. 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EMMC.EtE{IM MEEtMiMM./IM ill, (F-4r FIN. FL D'Ar FIN, -(r FIN. rEMaa tM�oo. 11MMw "• RMIMiMtM - RMISON W ��.ttf11MUA�MR1rM MElECRM.EIML1MlEMlf �+ :."r' • MMMMiRgMEMM/MtaMSMEMAMR MMMMIMMIEIt Y MQMwMMM.MKRO IMOtMAtLMM.� R1MMl� Mli��, RMMMtM11LMif.� � MyM� �A pMp MMIMfaB MEMEI MItOaRMMtt'aCA MROMRA.YOGA drIIM1MB aIrII�IMM! �I SO4ATYPI AL29MW&SECTION 1110112023 Sol TYPICALISMWALLSECIION 11/01/2023 E TYPK,JIL1Si0R ULSECIION „0,�� Sto TYPICAL STMDETALS tv,2no2, i WSGM1 WSM-010 WSM-020 WSG104 u0% Fieldstone C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERING: C 29349 E] IBRAHEM ELAYEB, PE P.E.# 91476 ■ BENJAMIN NIESE, PE P.E.# 86025 05/03/2024 DATE No. 8 i�Q ST OF MXORIDP'. ' �2�� is101VAI. 11111\ Mkt 3400 Auburn Rd Suite 200 Aubum HRIs, MI 48326 +1 248.622.4035 FWdds 129M Tampa Oaks Blvd. Suite 150 Tampa, FL 33637 +1 813.466.3310 www.fieldstorteae.com Y Z vFj W W O � A `� Q a — O r L J I I DRAWN BY: I FAE I I VERSION: 5.0 SHEET NAME DETAILS - MISC. SHEET � S4.3.1 FASTENERS ALLOWABLE LOADS CONNECTOR CITY TYPEIbs GRAVITY 1.0 UPLIFT (Ibs)@,D 1.6 LATERAL Rb5 L6 META16 8 0.148"xl-1/2' -- 1450 F1:340 F2: 770 META16 9 0.148"z1-1/2" - 1810 F3:340 F2: 770 (2) META16 is 1: 10 D148"xl-1/2" -- 1875 880 71F2:770 (2)METAl6 14 0.162"z3-1/2" -- 1795 F1: 1285 F2:]080 (2) 1-Ply 1- ]0 0.148"x1-1/2" -- 1920 F1:680 F2:770 (2) META16 2- or 3-Pty 12 0.161"x3-1/2" -- 2365 F1: 1350 F2: 1430 HSTMI6 8 0.148"xl-1 2" -- 1110 F1:120 F2: 90 4 4"xl-3 4' CONIC SCREW LGUM28-2 6 3 8" x4' TITEN HD 8250 243S 6 34'z212"SDS SCREW MSTC28 36 0.148"x314" 3460 MTS12 14 0.148"xl-1 2" 990 2 MTS12 28 0.148"xl-1 2" 1980 - MTS16 14 0.148"X1-12" 990 HU210-2 18 14"x234"CONIC SCREW 35M 180D -- 10 D.348" x 3" HT516 32 0.348"xl-1 2' 2,090 2 HTS16 16 0.148"xl-1 2" 1310 MT520 24 0.148"XI-1 2" 1310 LSTA12 10 0.148"x2-I 2" 925 LSTA18 14 0.148'x2-1 2- 1235 LSTA30 22 0.148"z2-1 2" 1640 -- MSTA24 18 0.148" X 21 2" 1640 2 MSTA24 36 0.148" X 21 2" 3.280 MSTA36 26 0.148"X212" 2050 2 MSTA36 52 0.148" X 2 3 2" 4.100 -- MSTA30 22 0.1413" . 2050 MSTC28 36 0.148"x 314" 3,460 MSTC52 62 0.148.0-3 4" 4735 MSTAM24 9 0.148" X 3" 1.425 -- s 4-X214' MSTAM36 13 0.148"X 3" -- 1,870 -- 8 14"X214" (2) MSTAM36 M 16 0.148" X 3" 1 4" X 2 4" -- 3740 MSTCM40 30 14"z2-14"CONE SCREW -- 2800 14 0.148"z3- 4' MGT 22 0.14SN3" - 3965 F1:775 1`2:525 1 5 "ATR HGT-3 36 0.148"x3" -- 10,790 -- 2 3 4" ATR VGT0. or L 2225 F2:6 0 16 1 4"x3" SOB VGTR/L 2 5 "ATR - 5545 F1:6SO F2: 630 32 4'k3" SDS VGT 1 5 "ATR - 4940 F1: 1185 F2: 590 16 4'z3'SDS (2)VGT 2 5 "ATR - 7185-2pN 8890 31AV F1:1185 F2:590 32 14'x3"SDS DTT2Z 1 8 1/2" ATR 14"x3"SDS 1825-2x4 min 2145 22x4min HTT4 1 5/8- ATR -- 3610 -- 18 0.148"x3-1 2" NTTS 1 5 'ATR -" 6670 -- 26 0.148"x3" HTT5KT 1 5 B"ATR -- 544S -- 26 SD RIDx2-I " ABU44Z 1 5 8" ATR 7570 1900 -- 12 0.162"x3-1 " ABU66Z 1 S "ATR 18205 2475 -- 12 0.162"z3-1 2" H2.5A 10 0.131'x2-1/2" -- 565 F1:110 F2:110 H10A 18 0.148"x1-1/2" -- 1340 F1:565 F2 : 285 H10A-2 18 0.148"xl-1/2" -- 1080 FI - 68D F2 : 260 HUC48 14 1/4"z2-3/4"CONC SCREW 3S00 1135 -- 6 0.148"x3" HUC414 24 1/4"x2-3/4" CONC SCREW 5065 2015 -- 12 0.148"A3" LUS26 4 0.148"x3" 865 1165 SPH4 12 0.148"xl l/2" Side :640 Center :1280 - DTC dips 4 3/16"x2-3/4" CONC SCREW Fl : 85 F2 : 135 2 0.131'x2-1/2" A35 12 0.131"1,1-1/2- -- -- F3:650 F2:670• SDWC15600 1 SDWC15600 -- 615 F1:130 F2: 225 SDWC15450 I SDWC15450 295 F2:150 HTU26 20 0.162-'0.1/2" 3200 1250 -- 14 0.148"x3" LGU3.63-$DS 16 1 4" X 2 1 2" 6.720 5.555 -- 12 14"X212" HDUS-SDS2.5 1 7 "ATR -- 7,870 -- 20 1 4" X 21 2" SDS HDUl1-SDS2.5 1 I"ATR -- 11,175 -- 30 14"X212"SD5 THD26 20 0.162"x 3" 2940 3240 -- 20 D.149" x 13 2" THD28-2 28 1161" x 3" 4310 4860 -- 16 0.148" x 3" PRECAST LINTEL GRAVITY LOAD TABLE ,4.21 LOADS LISTED HAVE BEEN CALCULATED OR COMPILED FROM APPROVED MANUFACTURERS: CAST-CRErE, IOTrS CONCRETE, OUAUTYPRECASTCO. MAXIMUM LOAD (PLF) APPROX. LINTELLENGTH MAX.CLEAR OPENING TYPEA 8"UNI 8'TYPES 8-TYDEC. 12"TYPEB 12-TyPEC:={'TYPE(" 14"TYPEB'• 16"TYPEB 16-TYPEC 20"7YPE8 2VWPEC 24"TVPEB 20TMC 28"TYPES :-rTYPEC 37TYPEB 3r TWEC Y IV, 116, 2231 3059 3719 328D 5163 6607 8054 9502 100DO 3069 4505 5206 6113....... 7547 814 I= 10000 3- 1" Y 2" Z231 3069 3719 3280 5163 6607 8054 9502 100DO 3069 460.5 5205 6113.. 7547 9974 30000 .10000 4'0" Y 8" 1783 2561 2751 328D 3820 4890 5961 7034 8107 2551: 4605 521Ri� - 6113 7547 8974 70000 'W000 4'6" 3'2" Li43 1959 2110 2992 2931 3756 4576 5400 6224 i969 4375 3206 6113 7019 8572 10001) 10000 4'8" 3'4" 1217 1349 1438 1715 1999 2560 3132 3696 4249 13419, 3090 456 5366 '. JIM ,917 7074. 5'4" 4'0" 1006 1349 1438 1716 1999 2560 3132 3686 466 1%9 309D 45W 5365 4766 1 5817 7874 am 510' 4! 6" 860 1105 U73 1600 1631 2090 2549 3009 3470 2622 4242 4360 3942 am 5817: 6662 6' 6" 5 2' 710 1232 1 2177 3738 3480 3D31 3707 4383 5061 ,. 12R2 , 2177 : 2730 Mao-:. 5381 am :: am 75M 7- 1" 6 2" 570 1729 2108 2632 2205 2698 3191 3685 :1 991 1729 2106 282- 3898 -5561 4742 5501 8' 4" 7 0" 498 699 U60 1516 1626 2564 3486 2818 3302 1245 1516 Ill 2w 3A86 29W sm VC go" 416 699 1160 N/A 1625 1 2564 3486 2818 3302 699 _.. 2245 N/A ' IM3 "'.:. am ':3186 '- am 10, 6" 5 2" 354 535 890 N/A 1247 2D93 2777 2163 2536 US IM4 N/A ISB3 XW 2781 2259 2615 ll' C 10 0" 315 567 890 N/A 1366 1946 2423 3127 4006 567 945 N A. 1W 1846 2A23. 31Z7 AM 0' 12' 10, B" 292 525 873 N/A 1254 1684 2193 2805 3552 525 -. 873 N/A 1254 1684 219 2805 am 12' 6' IV 2" 277 471 755 N/A 1075 1428 1838 2316 2883 471 755 N/A 1075 2428 ]838 2316 286 13' 4" 17 0" 255 471 755 N/A 1075 1428 1838 2316 2535 471 755 IMA 1075 1428 2838 2316... 2M 14' 0' 1Y 8" 239 424 7D6 N/A 1002 1326 1697 2127 2278 424 705 NIA I= 1328 107 2127 2530 14'8" 138" N/A N/A N/A N/A N/A N/A N A N/A N/A NIA M. NIA 123{'- 147i'.. 1779` 21B8'. . 2662' 15"r 14' 0" N/A NIA N A N A N A N A N A N A N/A N/A . 7Ur N/A . 1160' - MI* 9w 2032' ' 2459' 17' 4" 16 0" N/A N/A N/A N/A N/A N/A N A N/A N/A A 5A8• N A 952- Inr 1379• 167r L"r 19'4" 180" N/A N/A N/A N A N/A N/A N A N/A N/A - A 420'. N A. 750a 960' u7r 1415' 111 20'd' FN/A 18, 8" N/A N/A N/A N A N/A N/A N/A N/A NJA 3A0' N/A sm. b1.5' 3114' 2345• 14W 24'0' 278" N/A N/A N/A N A N/A N A N A N/A N/A A i 25V N A 450'- 650' '880 ]D90' 1220• PRESTRESSED •' 8' W/2" RECESS LLLINTELS Type A = Unfilled no Reba; Type B = Continuous Grout, Steel per Plan In Bond Beam Only; Type C = Continous GroutSteel per plan in Bond Beam & Lintel LEGEND 8x8 FILLED CELL W/ (1) - #5 REBAR - - BEAMS ■ i 8x8 FILLED CELL W/ (1) - #7 REBAR" HEADER - WIDTH TO MATCH WALL ------ GIRDERS E2 8x8 FILLED CELL W/ NO REBAR REOD ------------- 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) ® BALLOON FRAMED 12z12 FILLED CELL WI #4 REBAR WAL SIGH R BEARING WALLS (IN COLUMN) CONCRETE TIE BEAMS 1$19LFY ELEVATION INDICATOR ® PLUMBING PENETRATION FOR DETAIL INDICATOR FRAMING LAYOUT HDR SIZE LINTEL OR WOOD HDR DESIGNATION OPEN SIZE (ALL WOOD HDR'S TO BE (2) PLY U.N.O.) 4 I)-- BRACED WALL LINE ABBREVIATIONS: AB ANCHOR BOLT EA EACH TNT 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 MIS( MISCELLANEOUS BLK BLOCK EW EACH WAY MO MASONRY OPENING BLKG BLOCKING EXP EXPANSION NOM NOMINAL BOF BOTTOM OF FOOTING EXT EXTERIOR NITS 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 CONTROL JOINT 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 HD HOLD DOWN SP SOUTHERN PINE #2 OR BETTER DBL DOUBLE HDR HEADER SPF SPRUCE PIR FIR #142 08 BETTER DIA DIAMETER ILO IN LIEU OF TYP TYPICAL DWG DRAWING IN INCH IUNO UNLESS NOTED OTHERWISE 140 WINDSPEED CHARTS 140 MPH 2O23 FL - C & C Pressures ASO EHeRive Wind Area Gable Roof C ane is I N Roof Com onents MR Co nerds Zone 1 Zone Z Zone 3 1 Zone 1 Zone 2 Zone 3 Zone 4 Zane 5 A>100 SQFT(Grd-) 17.1 -35.3 17.1 -42.7 17.1 -49.0 14.8 -30.3 148 -36.5 14.8 -36.5 31.1 -34.1 1 311 1 -38.0 A-SOSQFr(%Mndoxs) 19.2 -4Q4 19.2 1 -549 1 19.2 1 -63.9 1 18.7 -36.0 1&7 1 -327 1 18.7 -45.9 32.7 -35.9 1 327 1 -413 A< 10 SCIFT(Fasteners) 24.2 -52.0 262 1 -83.1 I 24.2 1 -99.6 1 27.3 -49.0 27.3 -67.5 1 27.3 -67.5 3&5 Components and Cladding Pressures (ASD) - 2023 FL Positive Ne ative Width Height Effective Pressure Pressve Deserlo Z!?ffi 16070 OHGD 16 7 112 30.8 -34.4 3068 w/3030 TR ENDS 3 8 24.0 34.6 -05.1 3068 w/3010 TR 4 3 8 24,0 34.6 -37.7 3080 DOOR ENDS 3 8 2G,0 34.6 -45.1 25SH 4 3 5.25 15.8 35.6 -38.7 6D68SGD 4 6 6.67 40.0 33.4 -36.6 2868 DOOR 4 2.67 6.67 17.8 35.3 -38.3 30505H 4 3 5 15.0 357 -3&8 3050SH ENDS 3 5 15.0 35.7 -47.3 2040SH ENDS 2 4 &0 36.5 -49.0 60FD IGD 4 6 8 48.0 328 -36.0 DESIGN PRESSURES SHOWN ARE MINIMUM AILOWAM VALILS. VALUES AM TO BE NCK4SED AS REWIRED BY MORE STRINGENT LOCAL REQUIREMENTS ORO Fieldstone C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERING: 29349 13 IBRAHEM ELAYEB, PE P.E.# 91476 ■ BENJAMIN NIESE, PE P.E.# 86025 05/03/2024 DATE � \R� OCAaR 0 STATE �� ' . A�ORION. ' Fs '���� S�ONAL 1�0� 111111 . 8 as�a ��oo�E6$Bo2frY>o's 8S1g�^�§g°#ss. afi�€ s6 �8 o$r o5 2b�6p61EHT r8 Ts�6 e afr';a€656;80 O c6S5 �5 Ei`g>'8 e�9 Michigan 3400 Auburn Rd Suite 200 Auburn Hills, MI 48326 + 1 248.622.4035 Florida 12906 Tampa Oaks Blvd. Suite 150 Tampa, FL 33637 +1 813.466.3310 www.fieldstoneae.com 0 NL C�' 0 I--1 m 0 ~ �♦Yi O �j IF��I W U1 CW^ I 2 Ioc cc 'o w I r L DRAWN BY: FAE VERSION: 5.0 SHEET NAME REFERENCE CHARTS SHEET # S5.1 J CM Ys, DErELDRSit W ACACE MM 'I, dAVM ORENtAT WIM CWMI CTM A NE RN6 evV fiMTACm TI w DRAW! DO N f AN MFCNC M TM FM AR OTRGMA O EE AOYDEO W CR 160Q®1 ANY DdCRW CT(DPENI ' OREMATOR ETCI WNEW TIDE DRMDM OV TIE. AMbIXAAtm pRYRf6YiNw ArtE DRAWW SHALL BE R!1'CRIED TO CQIRrILTQT AT DICE A1L ROC -ftzC Id 41AL P TW CC IML A961ME0. F9CQARA - O MWA T1E W1 MQ VM 10 t$i ALL REO.lmtNM TF pi QHCIAIE IOfIL S fOTLT-1 C EIILLDNf OD"DE6. °o C u� I�. v p _M O z 3° u Qo° 'o x a °' m R3FA4 MdE WApsl R vs�o a 0 t✓ Q U O ^>` L.L DMAV R! R4 tcu[ u-rapv+a u•ra�an MHTWIE COVEN SHEET MHi1 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 �8G7� s(z Lae. �j •