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HomeMy WebLinkAbout37734 Dusty Saddle Ln370-Rooseveit Cmu Garage Left - Elevation I3 SHEET MEX NUMBER: SWEET NAME: NUMBER: SHEET NAME: CS COVER SHEET C$-3 SQUARE FOOTAGE CALCULATIONS A-32 MISC DETAILS A-33 MISC DETAILS A-3A MISC DETAILS A -LID FIRST FLOOR PLAN A-20 SECOND FLOOR PLAN A-3,40 FRONT/REAR ELEVATIONS I OPTION 3/ROOF PLAN A-3AI SIDE ELEVATIONS I OPTION 3 A-40 ]BUILDING SECTIONS E-1.0 ELECTRICAL PLANS - FIRST t SECOND FLOOR P-0.1 PLUMBING RISER DIAGRAM GENERAL NOTES THE STANDARD GENERAL SPECIFICATIONS FOR AMERICAN HOMES 4 RENT 4 AMH DEVELOPMENT SHALL GOVERN EXCEPT AS MODIFIED r SUPPLEMENTED BY THESE PLANS. THESE PLANS HAVE BEEN DESIGNED TO MEET THE REQUIREMENTS OF: 2023 FLORIDA BUILDING CODE, RESIDENTIAL, 8TW EDITION OCCUPANCY: SINGLE FAMILY RESIDENTIAL GEILRNG CONSTRUCTION: 1. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA Y NOT E THAN i IN N (12.1 tam I B O LESS R C (2. )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 tam) TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHEN THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRICTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2 INCH (12.1 tam) GYPSUM BOARD OR EQUIVALENT. EXTERIOR FINISHES: THICKNESS CF TEXTURED FINISH OVER FRAME APPLICATION SHALL BE PER THE CURRENT APPROVED BUILDING CODE AND ASTM C926. INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER THE CURRENT APPROVED BUILDING CODE AND ASTM C. 1063. EGRESS: 1. EACH BEDROOM MUST HAVE ON WINDOW THATCOMPLIES WITH IF E EGRESS CODES, THEM IS NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF TWAT PARTICULAR ROOM, 2. IN DWELLING UNITS WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR NI THE IN A MINIMUM 4 OPENING OF E WINDOW SHALL BE MU OF 2 INCHES ABOVE THE FINISHED FLOOR OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS TWAT ALLOW PASSAGE OF A 4" SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER THE CURRENT APPROVED BUILDING CODE. FLASHING: 1. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS. AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. 2. APPROVED CORROSION -RESISTANT FLASHING SHALLI BE APPLIED SWI NGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR 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 MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW FLOOD ZONE REQUIREMENTS: I. PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION I. INSTALL 2x4 BLOCKING AT TOILET PAPER AND TOWEL BAR LOCATIONS, SEE DETAILS. KITCHENS: 1. INSTALL 2X6 BLOCKING AT 89" AFF, ON CENTER FOR UPPER CABINET INSTALLATION. TUB AND SHOVER AREAS- , CEMENT, FIBER -CEMENT, OR GLASS MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM CI288, CI325, OR CII18 AND INSTALLED WITH -8 x 1-1/14" DAGGERZ PFIILIPS 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 SHOUTER AREAS. TERMITE TREATMENT: TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING 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 PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING WAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RILES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." MECHANICAL CALAND HVAG 1. ENERGY CULATIONS 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 ACCESS BLEFOR INSPECTI ON, 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. A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 tam) DEEP AND 30 INCHES (162 tam) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. ENERGY REQUIREMENT SCHEDULE EXTERIOR WALLS IFRAM) R•S EXTERIOR WALLS (BLOW 4.1 FOIL ATTIC CEILM R-38 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 (0.46 tam) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE INSTALLED ABOVE THE BASE FLOOD ELEVATION AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 5. AUXILIARY DRAIN PAN. CATEGORY Iv CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS MI4113. EXHAUST FANS AND VENTING: I. OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM 514ALL 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 TI-E 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 METHODS SPECIFIED M SECTIONS M502ASJ THROUGH M1502A53. 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 tam) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH W DEGREE (Ile RAD) BEND. TINE 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 MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL 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 THE CURRENT APPROVED BUILDING CODE. I S SUED : 4/3 0/2024 VERSION: 5.0 SQUARE FOOTAGE AW ASSET MANIIGEMENr S(XFT. HEATED AREA Sq. Ft. MAIN LEVEL 1102 SECOND LEVEL 1215 TOTAL AHIR SC. Fr. (311WCMVd) 2377 METHODOLOGY: ANSI Z785-M The total area mutated from the outside-Es-ouhWe M traming, kmkx g optional finished basement optons as shown. This area exdudea stairwell at highest level above grade, garage, covered patio/porches. ALL WORK SHALL COMPLY WITH FIREVAIUNO CODES FI1 ORIDA NATIONAL ELECTRIC CODE, AND THE CITY OF ZFpHYRHILLS ORDINANCES REv'�o� 5 PAN gyp` -11 sst� cio -3 � �_) �3 V 7_""' CCNTRACTCR AND BITE PL" BEIM morlacTot TIES] DRAMA DO NMW WM OKCFIC WOFMTION I'm ANY STRETIAM ELBI Me (TO BE PROVM BY BCAM R RECOR)) ANT DBCREPANCT (DMWO, ORENTATIO ( ETC) TdM I -ON DRALLWA YD TN 'TO 1'EE7 ALL LOCAL M&DI MY WIN bid Aj W 0 J N � A W�° a x as o O J OCC- cc O � M pC, U z UW C0 O LIE A'.I O M 0 r cM L■_ VERSION; 5.0 swm COVER SHEET swo AC Li \ I 4" CONC SLAB MIN 9 WFIBERMESN e \\\ _ \\\ PATIO SLAB WAC CHASE 4' CONCRETE SLAB MIN. OVER 6 Ng BASED ON \ LOCATION -;7n MIL VAPOR BARRIER SLAB SHALL I I BE OVER CLEAN COMPACTED FILL CELEC oR FEtERMESN ISLAND , • \\ 0 CONCRETE SLAB D I I \ \ I I \ 4' CONCRETE SLAB MIN. OYER 6 MIL ! I I \ VAPOR BARRIER SLAB &WALL BE \ CLEAN COMPACTED FILL W/ FIBE II u \ \ \ FI- -=u \` SECOND FLOOR ( I C C -7c WART DROP J —14 • •1 f _ :_ :.:..:: _ , I 'I I II I! n n I I it il, i!I D W 4h I I - -. I ; I ZZ� p4' CONC SLAB M4 0 UV FIBERRMESN -v H 1 t I --------- ---------------------- ----------- - -- u --------- I PORCH SLAB 1 1 L �� r'rollcREu Im LL I 4' CONCRETE SLAB Mk OVER 6 MIL VAPOR - aAs R bP1 VAPOR BARRIER SLAB &ALL ISE OVER BARRIER SLAB &BOLL BE OVER CLEAN COMPACTED CLEAN COMPACTED FILIj Wi FEER'ESWW - 'n I FILL W/ FEIERMESFI 0 I i I I i8 I I I W1'-3" OPENING 2•_0%i° 8'-4" �I '-4" 30'-m" OVERALL Sins PLAN - ELEVATION T smut," FOUNDATION PLAN NOTES ALL WOW WALL BE IN STRICT COMPLIANCE WTN BWLDNS CODE, RESIDENTIAL, AND COIMY BULDNG DEPARTMENT. STRIP TOPWIL. TREES. 67M, ROOTS. ETC, FROM ALL AREAS WERE W 6TRICTION WLL OCCUR UNO. FILL WALL BE FIRMLY COhPACTED, CLEAR SAD/CLAY MATERIAL: FREE OF ROOTS, ORGANIC MATTER OR OTTER INTERIOR BEMN6 LOCATIONS SHOULD BE COORDINATED WTN TFM MWACMER W 6TRZTURAL ENGSEER PROVIDE SOLL TWATMENT AND VAPOR BARRIERS AT ALL SLABS INIERM.. 4-J 00 0 � m O �0 w x ��Q � e lqt O (D 1V� �j •LV cu 0 r'1 u UwQ c".) d ova O I.L A 0 N M en+T OIgEIEf.� TIE VERSION: 5.0 IIiimm FONNDATION SLAB PLAN .WA F-1.0 HANDRAIL 1-1/2" MIN GR2ABPABLE HANDRAIL! 1 va° Mw To 11/2" -IR" MAX MIN. D IAMETER`p� �1 IRETURN SECT y HANDRAIL Nl I PLC PROVIDE HANDRAIL IN COMPLIANCE WITH THE CURRENT APPROVED BUILDING CODE. STAIR DIAGRAM C _E FLOOR PLAN NOTES PROVIDE IQ' (MNIMAt1GYP&M BOARD SEPARATION AT WALLS AND 5/8' TYPE X CEILINGS N THE GARAGE ADJACENT TO THE MAN HOUSE AND ATTIC AREAS. WA5HNG MACHINE 16 ALWAYS LOCATED LEFT OF THE DRYER UNLESS NOTED OTHERWISE. ALL EXTERIOR WALLS ARE DRAWN AT 8" CMU UNLESS NOTED OTHERWISE ALL INTERIOR AND COMMON WALLS, ARE DRAIN AT 3 IQ' UNLESS NOTED OTHERWISE. HEADER FOR FIRST FLOOR 16 AT V-0" W/ S'-4' CLG 4 SECOND FLOOR IS, AT T-0' W/ 8' CLG. HANDRAIL HEIGHT SHALL BE 36' MEASURED VERTICALLY FROM THE NOSING OF THE TREAD. I. DENOTES EGRES6 WINDOW AC PAC LOCATION ro 3'-6" J 3'-10" T SOFFIT I A'IE8'-0" NT. 25 SH 25 SH COVERED PATIO S'-4" CLG AFT. DINING CONCRET 5'_0" 1-4" 4-_g" R OOM S'-4" CLG 2868 VINYL 25 SH _2.6 WALL 34 IR' AFF. ;X`il �I GREAT 0 i ROOM O 0 w 5p- I 5'-4" CLG VINYL PLINK - I I 2'-Il V-2" l'-I�i" 3'-&Vi" 5'-5Xi" 4'-2" 4'-5)<t„ BATH I 2068 , S'-4" CLG VINYL PLANK 9'-4" CLG r' L —'C VINYL PLANK •�+ PANT VNYL PLANK 5 $H 4v L ^' sss Lo M1� T/ - _ IR -s - - x, �; O SLOPE CLG , rym� s 'A /S 6PED�LL6. 1U8/SHg1ER �•_�7° 4'-6" 3'-E.VA" 4'-2"� 5'-5y2" 9 LAUNDRY � % p Fri priAGNc � u I p - BEDROOM 2 s Q o- ' 9'-4" CLG <w VINYL PLANK p k2O La LPFT 3 m �•H�' D W -1-------- ._-.-..- GREY BOx �i2 c I & DRYER VENT LOCATICN _p - FOYER LOCATION FOR (21 W 4 AS -- _ _ - 5'-4' CLG VINYL PLANK CODE REQUIRES PER OPT. BOLL rvi n; TYP. IH3454! 2-GAR 3010 TRANS 2z4 WALL GARAGE 6' 3'-4" 1 -0 3'-10" 9 9'-4' CLG CONCRETETE PORCH SET SOFFIT B'-4" CLG AFF. aT 8'-0' HT. CCFICRETE I — — — — — QI -------------------- ------- i , - - ------- LNE OF WALL ABOVE w1_� IS,'-0" z T-0" O.H. GARAGE DOOR OPENING 2'-2" V-4" 20'-4" 30'-0" OVERALL FIRST FLOOR PLAN - ELEVATION 'I' BTALBIM-1'001117) MAE:1/4'r-row 6021 AMH DEVELOPT£NT DO NOT SCALE THESE DRAWINGS. VERPY WILDW, ORIENTATION WTN CONTRACTOR AND SITE PLANS BEFORE Cp151RCTlp1 THESE DRCIUNGS DO NOT CONTAIN SPECFIC RFOSMATICN FOR ANY STRICTIR.AL ELEMENTS (TO BE PROVIDED BY ENGINEER OF RECORD), My DISCREPANCY (DIMENSIONS. ORIENTATION, ETC) BETMEN THESE DRAUMGS AND THE ASSCCIATED DRAWF6.5 end/a SITE SH4. BE REPORTED TO CONTRACTOR AT ONCE AND NO OOL5TRCTION SNALL PROCEED UNTIL CORRECTED THE CONTRACTOR AS°111ES THE KSPCNSBILITY TO FEET ALL RECUUEMENTS OF LOCAL BUILDING RFICIALS 4 TO COTPLT WITH STATE BI)ILDIh LODES. t i J Z � � O w�O O a� J W/ LL O � u � x F�a a@ 1861EOLTE 1 4mm REVNIM r-1 l ' OCD J I� gu r ^ V l /LCc v W M Z, m U U Q >� w (D � N F 7 L- J d1YY118f. FAE VERSION: 5A 71FIRST FLOOR PLAN BffTI IA-1.0_1 HANDRAIL 1-1/2" MIN GF`ABPA6LE 1 I/A" MM E CIAMETMMIN. DIAER'S m RETUfa y HANDRAIL m SECTION PLAN PROVIDE NAIDRA.IL IN COMPLIANCE WTN T1E CURRENT APPROVED BIILLDNG CODE. STAIR DIAGRAM C r FLOOR PLAN NOTES PROVIDE L'2' (MNrW)GYP" BOARD SEPARATION AT WALLS AND 5R' TYPE X CEILNGS N T1E GARAGE ADJACENT TO TIE MAN ROUSE AND ATTIC AREAS. WASWW. MAC14M IS ALWAYS LOCATED LEFT OF THE DRYER LNLESS NOTED OT1EFWISE. ALL EXTERIOR WALLS ARE DRAWN AT B' CM UNLESS NOTED OTT-ERWISE. ALL INTERIOR MID COMMON WALLS ARE DRAWN AT 3 10' INLESS NOTED OT ERUSE. LEADER FOR FIRST FLOOR IS AT 8'-0' R) S'-A' CLG R SECOND FLOOR IS AT T-O' W) B' CLG. HANDRAIL 1EI64T SHALL BE 36" MEASDRED VERTICALLY FROM T1E N05NG OF 71E TREAD. (-) DENOTES EGRESS WNDOW DOOEIRNIE� %��FAuealrAaR srr Ipppp��FFImm mnm FMNAAWAlLFRODD G B HVAC RAISED PLATFORM SECOND FLOOR PLAN - ELEVATION T Sd4E TR-POrytllln SCALE' 14-TVP 111871 AMN DEVELOPI'ENT DO NOT SCALE THESE DRAWrY 5. VERIFY BUILDNG ORIENTATION ATH CONTRACTOR AND SITE FLANS BEFORE QMTR CTN?1 THESE DRAWNGS DO NOT COWAN SPECFIC N'ORWTICN FOR ANY STRILMPAL ELEMENTS (TO BE PRO✓DED BY ENGWEER OF RECORD). ANY DBCFEPANCT (DIMENSIONS, ORIENTATION. ETC) BETWEEN THESE DRAM AND TI AMOCIATED DRAWNI Aed/ 611E SHALL BE REPORTED TO CCNTRACTOR AT ONCE AID NO CONSTRICTION SHALL PROCEED UNTIL CORECMD. THE CONTRACTOR AWILMES THE RESPONSIBILITY TO MEET ALL REQRFM NTS OF LOCAL BUILDNG OFFICIALS F TO COIPLY WTH STATE BUILDNG CODES J N � O Lu o a o TQ W a � U Q x Q0 r— .4 O J W Z L^^ rrCc O 04 mz- V L) 120 oHa � O �A� DIWMft. I FM VERSION: 50 BEEF NYE SECOND FLOOR PLAT 9HTI --/^J O ------------..K____i_______________Z�I L� R b R �6 R ______________________________________ ARCH SHINGLE ROOF (TYP) 6/O FITC 4 IT ARCS SWINGLEROOF (TYP) TOP DF FAKL 21d FLR CEILMG 1' -0" TYP. I 4, Vi'NT O ZONE I i I 4' CORNER TRIM 11 ® TYP. - - LLINDOW LINE ~ FRIEZE 6, FREZE 4• TRIM AND 1 m 6' _ HORIZONTAL LAP SONG Lu S ANITY PER COMSPEW (TYP) 9 3:0 yMx� � Z i LE OFIm FLASHMG (il' - - - - - - - - 4' GORIER TRIM 4• TRIM J SILL Z a< a a - NO PITON ARCH SWNGLE ROOF (TYP) 4A7 PITd I I W RAISED ARCH 9NNfA F ROOF (TYP) kt FLR CEILING a j I STUCCO TRIM _ _ - 0 WRDOII LIE m COACH LIGHT PER COMM CEI'ENTITIOI)S S .. . I ✓A I PER COMM. 5PEC8. ®®®®®® 4" RAISED STUCCO TRIM TRIM N SILL ,Q} i 4• RAISED STUCCO TRIM a 9 STONE CAP.;., ,. Q~ ®®®®®®® �:. m e. STONE VENEER PER SPEM. J = ...., .. ..:. .. EIEIEIEI DO ..._' _.:._.., .Ca" q, �y N OaU .: :. ' } © IL-VOOOOOOO FIN FLR - � I ------"---------- I t I 1 FRONT ELEVATION T OPTION 3 ET4umF..tVpLTTR 41611E w ROOF PLANTS ZOW I ATTIC NEWTILATICIN: OW 60 FT ATTIC SPACE / 160 FT VENTILATION) CALCIEATIO6 REFLECT SOFA RIDGE AND W% SOFFIT VENTS 1316 80 FT UNDER ROOF ATTIC / 300 80 FT / 160 FT . 433 60 FT VENTILATION OFF -RIDGE VENT . W 60 N EACH (4' VENT) SOFFIT VENT . 9 60 N EACH 439 60 FT x 5W% . 2.19 80 FT HIGH, 2.1%60 FT LOW HKdI VII4TNG 2)3 50 FT x 144 50 N .38E4 50 N REWIRED(3) OFF -RIDGE VENT x °SD N 414 50 N LOW VENTING 2)9 50 FT x 144 60 N .35J4 50 N REWIRED 3654 / 9 . 35 SOFFIT VENTS (CONTNL" VENTED SOFFIT) ZO►E 2 ATTIC VENTILATION: OW 60 FT ATTIC SPACE / 180 FT VENTILATION) 210 50 FT UNDER ROOF ATTIC / 300 SG FT / I W FT ..10 80 FT VENTILATION SOFFIT VENT 9 60 N EACH Low VENTING .10 50 FT x 144 W N -WW W N REWIRED IOOEO 15 . I SOFFIT VENTS (CONTNONS VENTED SOFFIT) ZONE 3 ATTIC VENTL ATION: (300 SOT FT ATTIC SPACE / 150 FT VENTILATION) 56 SOT FT UNDER ROOF ATTIC / 300 80 FT / I W FT . A 80 FT VENTILATION SOFFIT VENT 9 50 N EACH LOW VENTING )9 80 FT x 144 80 IN .26W 50 N REWIRED 26A3 / 9 . 3 SOFFIT VENTS (CCNTNIWS VENTED SOFFIT) ZONE 4 ATTIC VENTILATION: (300 W FT ATTIC SPACE / 150 FT VENTILATION) 142 50 FT UNDER ROOF ATTIC / 300 50 FT / I W FT . Al SO FT VENTILATION SOFFIT VENT S SO N EAOH LOW VENTING .4160 FT x 144 W IN .68)6 W N REWIRED 66)6 / 9 . 6 SOFFIT VENTS (CONTINUOUS VENTED SOFFIT) 12 b� 4 vENT Qb 02 PITCH ARCH SHINGLE ROOF (TYP) J � N � O Q' Q I% W J LL s A pu U xas Q y z 0 N I L J 011im1! I TIE VERSION: 5.0 .BRIE FROM/HEAR ELEVATINS O A ROOF FLAN EB1 A-3.401 CEMENTRIOUS STUCCO PER COMM. SPECS. R 6� A' VENT R R b� �6 R 612 PITCH 6A7 FMCM ARCM SNEYiE RDa (TYP) b 6AY PIT I TYP. b' FRIEZE HORIZONTAL LAP SIDNG PER LME OF COMM SPECS FLASMMG fTYP)---- A. CORT-R TRIM b A VENT \ b 6A7 PITCH ARCH 514NGLE R09 (TYP) LEFT SIDE ELEVATION T OMON 3 SMIeu.Trr A ICAIEwowp " R -,,Jb R �6 TOP OF FASCIA 2naFLRMEW b MIUCEF _9ELR00.R bt FLR CEILNG _ WNDOW �6E 0 iO FN FLR ELEv TCP CF FASCIA 20W«(MLIW- —u1FbZa lw 7O NOT ACALE IME DRAMS& MtFY D&M ORB:ATION WTI WWRACTOR AND NTE MA0 affm CCNNR)CTNN IN ORATRY6 DO NOT COWAN SPECFC NFOW11OW FOR ANY 61RICNRAL EL ROM (TO BE FMvDEO SY R✓Am OF RFCANDL AM ONCRPANCY (OPENDNS. OR WATDN ETC) FfkW IM ORWW MD TN ISRI7NN Ury TOIw ALL A MMME A6 OF LOGY. MILDI �-J i�V J N DN ^ O9 W � IWL � C A oo� Q x Q° N rim V O J `v ,,L^^ v/ 1 IrlV/1• U W W > A�,4 0) H vi c�a C 7 er+T N F L BUILDING SECTION NOTES PLEASE NOTE: THESE DEALS ARE STRICTLY ARCNTIECTIRAL, REFER TO STR TWAL SHEETS FOR MORE W-MUTIOR SECTIONS SIMILAR TO OIFER ELEVATIONS AND WEN Miry 24 EXTERIOR LLALL$ io SIDE FRONT nCRAFSTMAN BRACKET � lCatE 1k'1+P R b� C b� O Q b —FOUNDATION (SEE BUILDING SEMON OAK STRUCTURAL PLAN) WmaUU411WW'S✓m6 b� Q b M-MANFACWI) TRME6 /-INSULATION PER FBC AND ENEMY FORM SUBMITTED WITH PERMIT APPLICATION \\ / LOFT / PRIMARY SUITE / / b 6 O D W 0 \ GREAT ROOM / r COMPACTED, TER TM TREATED SOIL &VA" BARIM TOP OF FASCIA 'TndARZELLfB 12 Q A _ SECOND FLR Yt R.R CELLPG _ _ UANDOW LSE — FM FLR ELEV —FOUNDATION (SEE STRUCTURAL PLAN) I L J O fft. I RE VERSION: 5.0 amw�. BUILDING SECTKM mo -4.0 ELECTRICAL LEGEND GAS GAS LINE � RECESSED CAN LK�11T —}py GOLD W47ER {F] FLUSH MOUNT LW [J ELECTRICAL PANEL Q WALL MOUNTED LIGHT ELECTRICAL METER � U4LLL SCQICE d' DISCONNECT SWITCH FLUORESCENT LIGHT len euLe $ BWITLN o FLUOFESCENT LKaIIT W J BILKS 3 $ 3-WAY SWITCH ® VAPOR PROTECTED LIGHT 4 $ ' 4-WAY SWTLN O EXHAUST FAN D $ DA'A'IER SWRCH th 1' EXHAUST FAN W LK.N1 4 ® EMWISI FANW HEAT 1 LKalit dD DUPLEX OUTLET ® SMOKE DETECTOR � WdDPLEx OUTLET ® EXTERIOR GARAGE 30m AMP METER MAN COMBO DISCONNECT FLOOD LIGHT R.I.wommiaw ;,-, M '- ------------------ AMPMAN LW INTERIOR PAWL W"l G 4/0 AL SER CABLE FI +24' GROUNDING ELECTRODE Grll ----- BUTTON I UNDER SHALL COMPLY WITH \ SEC 15D51 FI \ GFr� I CABINET B m I CARBON ELECTRICAL RISER DIAGRAM II /FI n GFI I_w ' GFI +24-GFI ® /" \`1 b'-�+' 3 LIGHT WFGFC — = � FIXTURE db r = — --I GF _..._.._—. GFI �7Tr ® ) / � I I 5'_� f Ili II II 22W GFI' W �I " GFI +42' 3 GFI +4 \ ® G I _� GFI m L I O JJ w CLG GFI I I- W w '------- - --_---J- -� I - OPT. DEDICATED 50 AMPS (14-5® NEMA / 2400 IF REWIRED BY CODE P -- FIRST FLOOR ELECTRICAL PLAN - ELEVATION'1' NYLt LR11PryMn IDRE 11MVF DETECTOR LOCATION. 19 R W THE RESPONSIBILITY OF tHE LK:ENSED ELECTRICIAN TO INSURE THAT T�I O J r� V � O � M U UW� �r V! d ova O �A� pax Mr� M I L J SYSS/C SE VERSION: 5.0 SASS ELECTRICAL PLANS FIRST FLOOR mwo E-1.0 ELECTRICAL LEGEND —+GAS GAS LIE RECESSEDLIGM CANLGNf _{. OW COLD WATER {i} FLUSH MOUNT LED 0 ELECTRICAL PANEL 2 WALL MOUNTED LOW ELECTRICAL METER WALL SCONCE =' DISCONNECT SWITCH I FLUOkT:SCENT LGHT wA BULB $ SWITCH O FLUORESCENT LIGHT m/ 2 BULBS 3 $ 3-WAY 9WTCN ® VAPOR PROTECTED LIGHT 4 $ 4-WAY SWITCH Q E)61AlSt FAN $D DIMMER SWTCN th EXHAUST FAN w/ 1' LIGHT BUTTON4] ® EXHAUST FAN m/ HEAT a LGHT ED DUPLEX OUTLET ®D 81' K DETECTOR dIADPLEX OUTLET ® CARBON MONOXIDE DETECTOR SWTC1ED DUPLEX (1 T ERV15TAT OUTLET Y FLOOR FLOOR OUTLET DIRECT WIRE GF PH GFI OUTLET T PW%E JACK V/PGFI WATER PROOF GFImi MEDIA JACK OUTLET T C® CEILING MOUNTED MN%j CABLE TV OUTLET OUTLET `�rr' 220� ® 270v OUTLET DOOR GNIEB CEILING MOUNTED ® SECURITY PANEL LIGHT 41 HANGING CEILING FLOOD LVHT V'� MOUNTED LIGHT n n C_#=C CEILING FAN C: =C CEILING PAN w/ LIGHT U u ELECTRICAL GENERAL NOTES SWITCHES TO BE 4S' AFF. RECEFTS. TO BE 12" AFF. - A2' F OVER A COMER ALL WIRING TO BE IN ACCORDANCE WTH NEC ARC FAULT CIRCUIT INTERRUPTER PROTECTION SHALL BE PROVIDED AS REQUIRED IN NEC 21012(A) AND SHALL BE INSTALLED IN A READILY ACCESSIBLE LOCATION ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQPPED WTH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. GROUND FAULT CRC UIT MERIUnER SHALL BE PROVIDED AS REQUFED IN NEC 210&A) ADD INSTALLED IN A BEADILY ACCESSIBLE LOCATION IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO INSURE THAT ALL ELECTRICAL UM IS IN FULL COMPLIANCE IIATH NFPA IVA - NEC AND ALL APPLICABLE LOCAL STANDARDS. CODES. AND ORDNANCE$. PROVIDE INTERSYSTEM BONDING TREMNATION AT SERVICE LOCATION PER NEC 25VS4 LUMNIAM IN CLOTHES CLOSETS SMALL BE INSTALLED PER THE PROVISIONS OF NEC 410J5(A) 8 (B) RECESSED LIGHTING TO BE AIR TIGHT AND IC RATED 10011 OF THE LAMPS N PERMANENTLY INSTALLED FIXTLRES SMALL BE HIGH -EFFICIENCY LAMPS REFER TO ENERGY CALCULATIONS FOR ADDITIONAL INFORIATION. PROVIDE THE REQUIRED CLEARANCES AROM PANELS AND DISCONNECTS IN COFPLIANCE WITH NEC ION.. ALL RECEPTACLES SMALL BE TAMPER RESISTANT PER NEC 405J2. THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) N A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE. AFCI PROTECTION - 210.12 (S) DUELLING UNITS. ALL 00 VOLT, SINGLE PHASE, B AND 20 AMP BRANCH CIRCUIT$ SUPPLYING OUTLETS INSTALLED N DUELLING WITS FAMILY RD", DINING RDOTB, LIVING ROOMS, PARLORS, LIBRARIES, DEN$, BEDROOMS SU&OOMB. RECREATION RLD", CLOSETS, HALLWAYS, OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED AFCI, COMBINATION TYPE, INSTALLED TO PROVIDE PROTECTION OF BRANCH CIRCUIT. r- — — — — — — — — — — — — — — — — — I— — — — — — — — — — —� SECOND FLOOR ELECTRICAL PLAN - ELECTRICAL T Q W � W RO To J A` A o� x Ada 0 u e-1 O 1� V A' cc v'^) CD V/ E V U W > Q [2y yy� S�a L; Q NO O M rri M n l tlIMI�C IIE VERSION: 5.0 S EU ELEOTINICAL PLANS SECOND FLOM owe �E-2.0 IMI AR DEYELARlNr DO NOT BDA E THE DRMMYA VERFY BW.DFC ORENiAIM ON COlMGIf= 40 NE MANS BEFORE CONRRR mU J1M MRA6MM DO Nor MWAN SPECMC NOWNTION FOR ANY ..!MURAL E DIM (To BE PFZYCED BY DrAM OF ME[ANDA A" DMOERACY (DWINO y,OMMATCRM mEnMTNM DF'KW M AD DRAMA AMMATED a" NE DRAI'm!HALL BE REPORRm TO C&ORAOTOR AT OCE AID M CCNPML MOML PM M 211 VTR on CORBECrED. m Y, T CQBRACM AMMEBW RE!lVRMMY TO M ALL I 0,MMEM Ms OF LOLL MAb A TO CQPLT W N STA coDEO I I � SHOWER i V 2'R WC LAV o+ ' 2" VTR 3" if y a I 211 I � Ll1 LL .6 LuLL q I 3" AUTO x Q VENT WC e3l' V3FF 2R LA' K1T 2FF TUB mom 3" 3" 3' 2" VTR 3" I LAV TUB211 31' WC 0 J WASHER 2" 3" 31I N 3FI cc 3'R cc 311 V � M M C.O. 311 04 TO SEWER M N I PLUMBING RISER DIAGRAM N.T.& L J EnwwI VERSION: 5.0 >�SEE ELECTRICAL vows SECOND FLOOR EESI P-0.1 ow ANTI CEYFLCPlw i CO NOT SCALE SM DI OWA HOUIIEWRAP BMN3! (UPEALL JOKE) OVER ME RDE aEATING vet SPEC3HEATHNG ToovEBAPRIReERITs� FLASHING RLME!®7HRIFWALL RASHM EXTEND UP a VMCALLY W MN VEDICMPROJECIION ''��NN AI OVESTRORJ RA.IRIM ToOUTSIDE PACE OF BECK THRU-WALL FLASHING NOT TO SCALE IM NOG F W M7WM HROUSEWRAP MINES AND MCK VEIEEFTYPICAL NP a WEEP HOLES AF COURSE ABOVE RASHING- W O.C. IIORQOMALLY o MOVE RASFNG- 2R' O.C. SOLD GROUT LEND �HOMOMALLY FNST COURSE FOUIDA1Kk1 POUR®FOUNDAIION am IEDGE WALL THRU-WALL FLASHING @ BRICK LEDGE HOUSEWRAP SAWM (TAPE ALL xmq OVER ERIEUOR SFE;AA7lEX' PER SPEC-SHFATMIf FL&SOOAP RUB\ RANIN6 HOLIEWRAP LMM- REFR TO DETAL FOR CURING COORDINATE 1ST NIIDING FELT LMMATWM"OPNING. APPUCA310H VIA NIOKVENEERE SPICIFED FOLD HOUMRM DOWN OVER HEAD FLASHING AND APPLY CORNER PATCH EXTENDING I• MIN. BEYOND BARRIER CUT INSTALL FEND FLASHING OVERLAPPING WINDOW FLANGES A MN. RIDER HOLEEWRAP APPLY JAMB FWRING OVER SIDE WINDOW RANGES - Aft 1'AIOVE HEADANDS'OVERAPATSIL NSUu WINDOW OVER SEALED AND FLASHED PREMAHPACRMEDSLL PAN BEFORE TAPING- FILL ENINE NIEUOR PE AEMR GAP W / NON -MA DING FOAM OR SEALANT TAPE SEAM OF OVERLAPPING PLASTIC SILL ROOT PlI MAMPACTURED PLASTIC SILL ROOT WINnnw npimikiR 9:1 AC411kin. NOT 70 SCALE GANEEDWHDIE000URS REFER ELEVATORS AND DETAINS 12 �PMLAN TYPICALROOFCOVEINGPERSPEC PLAN TYPICAL EGG!>RIxrg PER SPED TYPICAL ROOF INSULATION PER SPED ROOF DRIP RIDGE PER CODE B COMA SPEC TOP�CMO. REIEtiO EEVAIDNt ITT. M.CLG. MATERIAL -PER SPEC FASCIA PER CODE i O0W lL SPEC. ROMM IDSTR CIURAE TYPICALSDFAFRM PERVM FORTIMMID WALL TEE IMM- REFER STRUCTURAL CONNECTION I MPERELEVAMONPERSPEC a CMu HOCK REiIiR SIRIICITIRM LSIIIOCOMHIONILOO(R SPEC SPEC TYPICAL I TEMOR WALL FNSHA DNSIMTRON �--- WAINSCOT PER ELEV. PER3PEC IYP1CMw r VERIFYFOUDA11ONPROFILE.VARBIFY ND PER SPEC I LOCAMONIOONONS RISE SMICIRAI. VI IFYDEU FORIS ROMIDN WALL FNINATFOL"MTDN PM BNAI ON A MOM& Q� FN. R RISER TO ROTP AN FORSLOPE COIIGMMOHN NOT TO SCALE MMIEI®BM WAU RAVING. MlM UP S VERTICALLY W MIN VEIIIOM PROJECIION APOVESUNLOOR(, TRIM 10OursIDE FACE OF I RICK — — — — GAME END WH ERE OOMltS 12 � MMEEVAIIMANDOEMRS SEE ROOFPLAN TYPICAL ROOF COVERING PER SPEC TYPICAL ROOF 1RIEES PER 3PBC TYPICALRMNWTKINPERSPBC DRIPEDGE PER CODE BCOMM. SPEC LAZAAAAAAA FA.W. �70EUNAIIONS FASC A PER CODE A OOMM SPEC. REFER M SIRICRIM FORiRUSSTOWAM TYPICALSOR RMPERSPBC CONNECTION TYPICAL WMLR6HI ON FRAME*/ 9PJL11NG, PER E.EYAnoN PERSPED _T TYPICAL 2c FRAME WALL AND SHFATHNG - IdiERSIRUCRMAE ZFi. tTDMATDNS WATERPROOF WALL FINISH TRANSITION VARI BY ELEVATION, IETER WARS A►D SPECS T.Ow. REER1�0 AIiEV TDNS DAP RIDGE, CRACK OONIROL AND WINS - IdEFER MARS A DSPECS lE TEAM REFS RSIRUCTUM a CMU(LOCKREELSRUCIU M TYPCASRICCO REHON MOCK PER SPED TYFICALNO" WALL AEH AND MULAWN WAI6COFPEt EEV. PERSPED VENT FOUIMATKIN PRORE VARIES BY TYPICAL BATE LOCATION /OODM ONS PER3PLC "FRI'MIORRAL VERFYDETALFOR10D NATAN WALL FINISH AT FOUNDATION PER EEVARON AND MAMMAL MNFl E3ER M PLOT PLAN FOR SLOPE CONFIGURATION TYPICAL 1-STORY WALL SECTION TYPICAL 2-STORY WALL SECTION NOT TO SCALE N07 TO SCALE - BSI KM FELT MIWEEN ' B=VEN®FTYPIC*i \.. sTONESu O CONTINUOUS MORTAR NET NICK ROWIACK - /REFER TO ELEV. WAINSCOT DETAIL NOT TO SCALE OM34Da VBMCALLY E%IBUOR SEALANT 1 CASTSFONESLLOR BRICK ROIVLOCIF mm To ELEVATION WEEP HOLE 1HR"ALL MEMBRANE FLASHING TO FACE OF ll=w/M H.2f VERTICAL LEG. LAP UNDER IURLNG WRAP. 7111'STUCCO OVER FRAME (SIEATFE4GG.2 LAYER WJL L. IATHANDSI100001 -PER3PEC PM S,STICK BRIDGE RASING. SHNGIE LAPPED OVER STUCCO ACCESSORY VINYL PIASTER DRIP SCREED - PER SPEC INSTALL PER MANUFACIIRM INSTALLATION INSTRUCTIONS CAP SINGLE- DO NOT STAPLE OR NAL ROOF CEMENT SHINGLE ROOFNG ON ROOFING UNDE LAYMEN! PER SPEC PEEL S, SLICK BRIDGE MASHING .OVERLAP ON TO ROOFING UPDELAYMENT OW CO2ROSM RESISTANT BASE RASHNG-PER SPED PRE434GINERED WOOD TRUSSES SEESMUCNRAL AND TRUSS DRAWINGS FOR SPACING AND CONNECTION DETAILS NOI6ALL IROORNG MA70 M (PER ELEVA11014 SHALL BE INSTALLED PER MANUFACTURER'S INSTALLATION INSTRUCTION. VERIFY ROOF SHEATHBHG WITH SMUCTIRAL DRAWINGS ROOF TO WALL AT RAKE 2 SCALE: 3'• I' -IV 7/aSNCCO OVER FRAME RIEAUIK'.2 LAYER WJRJL.LATHANDSTUCC01 —SPEC PEi LSnMER MRADE 9ElGLELAPPED OVERSRI000AOCEIS0RT VINYL KAM DRIP SCRIM -PER SPEC INSTALL PERMANUFACRIM 16TA11A110N INIRRUMONS CAP IIHING E- DO NOT STAPLE OR NAIL ROOF CsvM SW CORROSION RESISTANT RASE RASING (M( PR6BXa'NIENED WOOD TRUS7631E sRucluRAL AND TRUSS DRAWINGS FOR SPACING AND CONNECTION DETAILS TYPICAL WEIOR WALL ASSEAILY-SEE SIRUC'NRM DRAWINGS NOTE ALL ROOFING MATERIAL (PER ELEVATION MALL BE INSTALLED PEtMAIIPACILMn INSTALLATION INSTRUCTION. VERIFY ROOF SHEATHING WITH SIRIICRWAL DRAWINGS ROOF TO HEAD OF WALL - SHINGLE 1 SCALE= 3'• I'-0' Imm MoPDTEM. WE C MACIM AGUM TIE IF2PCNIlLIIr-70H@T ALL ammeNre o Lam euHnNM �}4J•,11 i••1 i+l J � oe > J A p�iw x ��a d 0 Y--�1 J O cc v/ I O V � � M U� W C.,) FGa<'1 > A co pMx Mr M FMMN RIFE VERSION: 5.0 r—.MC. DETAILS mo -3.2 ABOIETFESTMNOSIIL W DINYNWLEOOIRMIOUSPEIAJEROFBMBTL I WALS NNLLE1WCLlAROFALLA0IMCE FMMAIEIMSANDEOB NIALRT:TMTOWALLORMWIXEAt*r NORDS/✓ CMWL ORER monmPoomurRIwNNBNapamOMNi FMO O/UFOCE 71HEI S, FWDIWSSHNLEANDESIDOINWHNNOOWP A7BEQIDORI6N EO. 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BABEIOMD W FLYRDODTREADB 2 1 1/4' MIN. - 7 MAX. 1 7/4"MIN. • 7 MA%. 1 1/2' CLR. n 3/4' HNDWOODTOP F1IL c m T� WNIBRACETAT W w *VOAMAL J 3/4' WrRYNOOD EfBN PPANSION RULE BNMCEDATI W O,O,� b b TYP. 902NOTC EDSTOM t 6AP 81BLA9 )/ EXPANSION —MR — / OAP TYP. / paD261RISE16M. 2A2NOR7®SNWIBEI I/ ATMD .D. WTWEX'ST AnATALLWUSAND k k s = / 13ELMOFENCLDM LVAI ESPACE I .. WBAs811WIWI8M. ONDBASTMI WM"RSW.SD.ATALLWWU A=W STANMD WMLMD CERNSOFIBUDGE I UBNLESPACE UNDEISTMI LANDING/STRINGER DETAIL HANDRAIL STRINGER/LANDING DETAIL SCALE: 1 1/2'. I'-0" SCALE: I V!'. 1'-0' SCALE: 110'• I'-0' F L J YIIWIBF. I WE VERSION: 5.0 rum MISC. DETAILS k3-3� EXTERIOR INTERIOR FMCBMSDBMOVER TYVNt'OREGUAL NOIIEMRMOVBt E(IEtlOR 6'WDESEF SIfATIMIGAND FRAMMM ADHEI Ms.SE1F PERSMUCRNALDWO3. HFAIWG WATERPROOF f WDESE FAD16MIG, WHEAINGWA7RIPROOF HIMSPACEPER MEABRAFEIMDE12EAYE3 MANUFAGRW OFK%DNGPAPM- TAPFRFALCDN6S RECOMMEDAIM CORROSION RESMAHT MIETALIEADRARNG CALlor TYPICAL WITH WRAPPED ENDS WNDOW ASSBMLY BaERSORGRADENALANT IVALLEDW IH am yACKER 1,MIERIAL CONINUOUS SEALANT EADATRANGEPRIORTO NSIALLATION NOR WINDOW MSE ILYTO BE FASHMID SIRRICNREPER WRCOW M ANLIPACIURE S HEAD AT FRAME WALL SCALE: 3'. I'-0' EXTERIOR SEFA0111IMSEF HEATRIG WATERPROOF MBIRANESLL DAMCONMCMN. IR 2AMIS SEALAMOVER� RAGIER"191AL FIBERCBINTSUM OVER TAW OR eam HOIRflVRAP OVER EIOEI mollS1RNG A D FRMNM PER INTERIOR WINDOW ASM&Y NSTALLED WUNCONWRIOUSUAIAM READATRANGEPM10 W[ALLATON �— CAUSIMr-TYPICAL ,i— 11C2 WOCO DAM RarAUPLYwooD. PAIRMILACRR NID WMDOWSAT DORM n n?. NOR WINDOW ASAMILYlON FASSMID SILL AT FRAME WALL SCALE: 3'. P-0' HORl1APSem NSmm FORFBNG. PER IIOBQLAPSONGNSTALLEDPERhm FOR FRMG. PER AM NSINICIIONl o/BUIDMW SMICTURAL DEALS NSIRUCIDNKaBUDRMRAPEta SIRUCRIRAL DEEMS P RAL GYP. BD. MSMUCUADOOM (PER GYP. BD. RUDE E DEEARSI 11R ' LAP B LDMOPAM AM7 o/ GSM DRIP EDGE RA94NG SDCCO RMSFI COAT o/ FOAM MASEEE VATION 21OA GSME�EDGE �. DK6 ICE 6 WATER Val) ATCONNERS. a`6 ..�� E1DED6'tIP WALL Ix WD.lSM N WOODTRMISEE Ei& POR TRACKASSEABEY SEALANT 2 c RES DR. HEAD 2FRES DR. LAMB GARAGE DOOR 2MMSIRP GARAGEDOOR GARAGE DOOR TRACK OVERHEAD GARAGE DOOR JAMB SCALE: 1 IR'. I'-0' OVERHEAD GARAGE DOOR HEAD SCALE: I I,?'- P-0' FlER CE19if SDRIG OVER YYVet' ORDGIMLNOIREPIRNP" FXIEINVIE IFNGAND FRAAMM M51110CRUALOWM BWDESeFAMBIMIC>.MY fam WAIECPR00FME.lIRAFE OVet IOIH LAYM OF IIRDNG PAPS! Ecf ESOR GRADE sEAIANr Duet MCIHR MATeRAL 6' WDESBFATNEIMM, seF FIFAING WATERPROOF MEMIRME INTERIOR H PAVACEPER AANMFACRW WCOMM11"1ICM :AUU30TYPIC4 MNDOW ASSBMLY NSTALLED Wn" DON111HA NSEN" EADATRANGEPRIOR >O BITAELAIION NOTE WINDOW ASSEAYYTO BEFASTENED TO SIDICBIRE Pet W I DOW MIAN UFACTUM BEIAIIATION 09QUMFM MAM WCOMMEDATIONB JAMB AT FRAME WALL SCALE: 3'. I'-V LAPE 3l)W MALL PER MANY. o/ GRADE SY IEDG. PAPERo/SIRUCLNEAIFNG SEALANT �WDTRMASEE EUM FORSH IYPECNDYi PAPeto1 M06fOP NCMN. LAP) o/ YIRDOW PNISH SDLW SIOBK' fLIMS DOOR FRAME SLIDING GLASS DOOR HEAD SCALE: 3'. I'-0' rl Itt J O V rn Try cc 0 V/ L O C W M U Uwa > Q (D d co) M I L I mmom. FM VERSION: 5.0 IllorWFI MIRC. mo" II�F -3.4 GENERAL STRUCTURAL NOTES: 1. ALL WORK SHALL CONFORM TO THE 2023 SII EDITION OF THE FLORIDA WrERNATIONAL) 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 N 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 CIVRUSITE DRAWINGS. COORDINATE THE STRUCTURAL DRAWINGS WITH THE REQUIREMENTS SHOWN IN THE OTHER COMPONENTS OF THE CONTRACT DOCUMENTS. 4. TYPICAL DETAILS AMID 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 N 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. S. THE TERMS 'CONCRETE SCREW AND UASONRY SCREW SHALL BE USED INTERCHANGEABLY WITHIN THESE DRAWINGS. CRY SCREWS AS GENERICALLY SPECIFIED WITHIN THESE DRAWINGS SHALL REFER TO ONE OF THE FOLLOWING ACCEPTED MANUFACTURER PRODUCTS: SIMPSON STRONG TIE TTTEN TURBO, GENUINE TAPCON, OR HILTI KWIK-CON II. 10. CONTENT LINKED WITHIN OR CODES THAT MAY BE SHOWN WITH THE DRAWING SET ARE FOR INFORMATIONAL PURPOSES ONLY AND THE PROFESSIONAL SEAL ON THIS DRAWING DOES NOT APPLY TO CONTENT CONTAINED WITHIN ANY OR CODES. 11. POST INSTALLED EPDXY ANCHORAGE GENERICALLY NOTED WITHIN THESE DRAWINGS SHALL BE EITHER SIMPSON STRONG TIE SET3G, OR HILTI HIT-HY-150 DESIGN CRITERIA: 1. BUILDING RISK CATEGORY =11 2. 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 DECKBALCONY 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 U240 U240 1' FLOOR Jammu" I LJ360 1.1480 i 1, NOTES: 1. MAXIMUM TOTAL LOAD DIFFERENTIAL DEFLECTION BETWEEN ADJACENT PARALLEL MEMBERS SHALL BE 5/8' 2. ANY MEMBER SUPPORTING BRICKIMASONRY SHALL BE LIMITED TO A TOTAL LOAD DEFLECTION OF LB00 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 COEFFICIENT = +/- 0.18 (ENCLOSED) SEISMIC CRITERIA SITE CLASS =D SEISMIC DESIGN CATEGORY =A 4. EARTH PRESSURE LOADING: ALLOWABLE SOIL BEARING CAPACITY TOTAL LOADS (INCLUDING WIND & SEISMIC) -2000 PSF LATERAL EARTH EQUIVALENT FLUID PRESSURE WALLS UNBRACED AT TOP =40 PCF WALL BRACED AT TOP =55 PCF 5. GUARDRAIL~DRNL LOADING: ALL GUARDRAIL/HANDRAILS SHALL MEET 2DO 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 OCC-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', AG 315R. 7. REINFORCING STEEL AND WELDED WIRE FABRIC SHALL BE PLACED WITH MINIMUM CONCRETE COVER AND TOLERANCES AS FOLLOWS: SIA94DN4121RADE: WITHHIN UPPER 213 OF SLAB AND 3/4" MINMUM COVER AT INTERIOR CONDITIONS; 1-1/2" MINIMUM COVER AT EXTERIOR CONDITIONS CONCRETE ffOLNNWTKON AGAINST EART)t 3" FORMED GONCEETE: 1-1/2" (#5 REBAR OR SMALLER) 2" (#6 REBAR OR LARGER) TOLERANCE: +/- 3/8• 8. REINFORCING STEEL SHALL NOT BE CUT, BENT OR STRAIGHTENED IN THE FIELD UNLESS APPROVED BY THE STRUCTURAL ENGINEER OR AS INDICATED ON THE DRAWINGS. 9. WELDING OF REINFORCING STEEL IS PROHIBITED UNLESS SPECIFICALLY DETAILED. WELDING WHERE DETAILED SHALL CONFORM TO AWS DI.4 SPECIFICATION. CONCRETE NOTES (CONTINUED): 10. CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH AS FOLLOWS: FOUNDATIONS & FOUNDATION WALLS: 25W PSI SLAB -ON -GRADE & CONCRETE BEAMS: 2500 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 31S. LOCATION OF LAP SPLICES SHALL BE AS INDICATED ON CONSTRUCTION DOCUMENTS. 13. DOWELS INTO FOUNDATION SHALL MATCH SIZE MID SPACING OF VERTICAL REINFORCEMENT AT ALL COLUMNS, PIERS AND WALLS, UNLESS OTHERWISE NOTED. 14.CONTRACTOR SHALL OBTAIN APPROVAL PRIOR TO PLACING OPENINGS OR SLEEVES NOT SHOWN ON THE DRAWINGS, THROUGH ANY STRUCTURAL MEMBER. 15.ONE 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.W.F.) 6XS-W/.4XW1.4. WELDED WARE FABRIC SHALL BE FURNISHED IN FIAT SHEETS (ROLLS NOT PERMITTED) AND SHALL CONFORM TO ASTM AA 064 AND HAVE A MINIMUM SIDE AND END LAP OF 8INCHES. • MICRO- OR MACRO- SYNTHETIC FIBER REINFORCEMENT FIBER LENGTHS SHALL BE 1/2" TO 2-114" IN LENGTH. DOSAGE AMOUNT SHALL BE FROM 314 TO 3.0 POUNDS IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C7116. THE MANUFACTUREWSUPPLER SHALL PROVIDE CERTIFICATION OF COMPLIANCE WITH ASTM C7116 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 306.1 "STANDARD SPECIFICATION FOR CONCRETE CURING" AND ACI 308R*GUIDE TO CURING CONCRETE". FOUNDATION NOTES: 1. CONTRACTOR SHALL VERIFY ALL CONDITIONS, INCLUDING UNDERGROUND UTILITIES AND FIELD MEASUREMENTS AT JOB SITE AND REPORT ANY DISCREPANCIES TO OWNER'S REPRESENTATIVE. 2. TOP OF SPREAD FOOTING ELEVATIONS NOTED ON PLAN ARE MINIMUM ELEVATIONS. IN ALL CASES FOOTINGS ARE TO BEAR ON UNDISTURBED NATURAL SOILS OR ENGINEERED FILL HAVING A MINIMUM NET ALLOWABLE BEARING CAPACITY OF 2000 PSF. 3. SIDES OF FOUNDATIONS SHALL BE FORMED UNLESS CONDITIONS PERMIT EARTH FORMING. FOUNDATIONS POURED AGAINST THE EARTH REQUIRED THE FOLLOWING PRECAUTIONS: SLOPE SIDES OF EXCAVATIONS AS APPROVED BY GEOTECHNICAL ENGINEER AND CLEAN UP SLOUGHING BEFORE AND DURING CONCRETE PLACEMENT. PROVIDE POLYETHYLENE VAPOR RETARDER COMPLYING WITH GOVERNING BUILDING CODE LISTED ON THIS SHEET AGAINST SOILS WHERE CONCRETE IS TO BE PLACED; LAP ALL EDGES 61NCH (MINIMUM) AND SEAL WITH ADHESIVE. 4. WHERE FOOTING STEPS ARE NECESSARY, THEY SHALL BE NO STEEPER THAN ONE VERTICAL TO TWO HORIZONTAL U.N.O. 5. FOOTINGS SHALL BE CENTERED UNDER COLUMNS AND WALLS UNLESS SPECIFICALLY DETAILED OTHERWISE ON THE DRAWINGS. 6. NO FOOTINGS OR SLABS SHALL BE PLACED ON OR AGAINST SUB -GRADE CONTAINING FREE WATER, FROST OR ICE. SHOULD WATER OR FROST, HOWEVER SLIGHT, ENTER A FOOTING EXCAVATION AFTER SUB -GRADE APPROVAL, THE SUB -GRADE SHALL BE REINSPECTED BY THE GEOTECHNICAL ENGINEER/ TESTING LABORATORY AFTER REMOVAL OF WATER OR FROST. 7. CONTRACTOR SHALL FURNISH ALL REQUIRED DE -WATERING EQUIPMENT TO MAINTAIN A DRY EXCAVATION UNTIL BACKFILL IS COMPLETE. 8. A GEOTECHNICAL ENGINEER REGISTERED IN THE STATE OF WORK PERFORMED SHALL INSPECT THE CONDITION AND ASSURE THE ADEQUACY OF ALL SITE PREPARATION, SUBGRADES, FILLS, BACKFILLS BEFORE PLACEMENT OF FOUNDATIONS, FOOTINGS, SLABS AND WALLS. HE SHALL SUBMIT REPORT TO THE ARCHITECT/ENGINEER DESCRIBING HIS INVESTIGATIONS OF ANY NON -CONFORMING WORK BACKFILLING: 1. DO NOT PLACE BACKFILL AGAINST FOUNDATION WALLS - DESIGNED AS SUPPORTED AT TOP AND BOTTOM - UNTIL BASEMENT LEVEL AND FIRST FLOOR SYSTEM ARE IN PLACE. SHORE AND/OR BRACE WALLS AS REQUIRED IF BACKFILLNG 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 01557), 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 630.1, 'SPECIFICATIONS FOR MASONRY STRUCTURES." 2. CONCRETE MASONRY SHALL CONFORM TO ASTM C90 AND HAVE A MINIMUM COMPRESSIVE STRENGTH Pm = 1,600 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,OOD PSI. MORTAR BELOW GRADE SHALL BE TYPE M. ELSEWHERE MORTAR MAY BE EITHER TYPE M OR S UNLESS SPECIFICALLY INDICATED OTHERWISE. USE EITHER PORTLAND CEMENT/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)-#5 CONTINUOUS VERTICAL REINFORCING BARS.. 9. HORIZONTAL BOND BEAM AND VERTICAL REINFORCING SHALL BE CONTINUOUS U.O.N. LAP SPLICE REINFORCING PER THE SCHEDULE OR USE MECHANICAL SPLICES ADEQUATE FOR 125% OF SPECIFIED YIELD STRENGTH OF THE BAR. LAP VERTICAL REINFORCEMENT WITH MBSMUM DOWELS OF SAME SIZE AND SPACING THAT HAVE BEEN PREVIOUSLY INSTALLED IN THE FOUNDATIONS. DOWEL EMBEDMENT IN CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF THE CONCRETE NOTES. BAR SIZE LAP SPLICE LENGTH BEND DIAMETER ACI HOOK #4 20' 3' 10" #5 25' 33/4" 10" #6 34' 4-1/2' 11" MASONRY NOTES (CONTINUED): 10.REINFORCING BARS SHALL L 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 YOW LIFT GROUTING" OR "HIGH LIFT GROUTING" AS OUTLINED N THE NCMA-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. 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 WIND LOADS UNTIL FLOORS AND ROOFS ARE IN PLACE, AND THE MASONRY HAS REACHED 76%OF THE REOIRED STRENGTH PM. BRACING SHALL BE PROVIDED IN ACCORDANCE WITH OSHA - CONSTRUCTION SAFETY STANDARDS FOR MASONRY WALL BRACING AND NOMA TEK 3-4B - "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 (OSS) SHALL CONFORM TO "VOLUNTARY PRODUCT STANDARD PS2 PERFORMANCE STANDARD FOR WOOD -BASED STRUCTURAL -USE PANELS". 4. ALL BEAMS AND HEADERS SHALL BE (2)-PLY U.N.O. S. WOOD SILL PLATES AND WOOD WALLS SUPPORTED ON CONTINUOUS CONCRETE OR MASONRY SHALL BE ANCHORED WITH 1/2' DAMETER CAST -IN -PLACE ANCHOR BOLTS WITH 7" EMBEDMENT, 4" (MINIMUM) AND 12" (MAXIMUM) FROM END OF SILL PLATE(S), LOCATED WITHIN THE MIDDLE THIRD OF THE SILL PLATE, WITH NUT AND 3'x3"x0229' 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. S. ALL LUMBER IN CONTACT WITH EARTH, CONCRETE, OR MASONRY - AND WOOD BEAMS POCKETING INTO CONCRETE OR MASONRY WALLS HAVING CLEARANCES LESS THAN 1/2' ON TOP, SIDES, AND END(S) SHALL BE PRESSURE TREATED OR SEPARATED WITH AN IMPERVIOUS MOISTURE BARRIER. 7. STRUCTURAL SAWN LUMBER SHALL BE SPRUCE -PINE -FIR NOA /NO2 OR BETTER U.N.O. WITH BASE DESIGN VALUES: Fs= 875 PSI F = 425 PSI FT = 450 PSI F,= 1150 PSI Fv= 135 PSI E= 1400 KSI WITH THE MOISitIRE CONTENT OF THE WOOD IN SERVICE WILL NOT EXCEED 19%. S. BEARING AND EXTERIOR WALL STUDS SHALL BE CAPPED WITH DOUBLE (2)0 TOP PLATES INSTALLED TO PROVIDE OVERLAPPING AT CORNERS AND AT INTERSECTIONS. END JOINTS IN DOUBLE (M TOP PLATES SHALL BE OFFSET AT LEAST 24 INCHES AND SHALL BE NAILED WITH NOT LESS THAN (8)-0.162'4-1/2" 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: FO- 110O PSI F - 665 PSI FT= 675 PSI F,= 1450 PSI FV- 175 PSI E= 1400 KSI WITH THE M0ISTLIA CONTENT OF THE WOOD IN SERVICE WILL NOT EXCEED 1S%. 9. STRUCTURAL COMPOSITE LUMBER SHALL CONFORM TO ASTM D U56 WITH THE FOLLOWING ALLOWABLE DESIGN STRESSES MBCROLLAM LVL PARALLAM PSL (1) TIMBERS TRA1D lSL E - 2000 KSI E - 1900 KSI E = 1300 KSI F, - 280D PSI Fs - 2400 PSI Fe - 1700 PSI (') -'BOOZER BEAM 2A E' ARE AN ACCEPTED ALTERNATE TO PSL COLUMNS SPECIFIED ON PLANS PROVIDED THE SOOZER BEAM 2.1 IF IS OF EQUAL OR GREATER SECTION DIMENSION TO THE PSL COLUMN AND OF EQUAL OR LESSER HEIGHT 10. FLOOR SHEATHING SHALL BE 23/32 INCH, APA RATED SHEATHING, 48/24 MIN., EXPOSURE 1. INSTALL WITH THE LONG DIMENSION OR STRENGTH AXIS OF THE PANEL ACROSS SUPPORTS AND WITH PANEL CONTINUOUS OVER TWO OR MORE SPANS. PANEL EDGES SHALL BE TONGUE -AND -GROOVE. FLOOR SHEATHING SHALL BE GLUED AND NAILED TO SUPPORTING MEMBERS. ADHESIVE SHALL MEET APA SPECIFICATION AFG.01, APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. PROVIDE 0.131 "x2-1/2" COMMON NAILS AT 8INCH O.0 ALONG SUPPORTED PANEL EDGES AND 12 INCH O.0 AT INTERMEDIATE SUPPORTS. I I.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/IK IJAK 1JAK 8 1J/1K 1J1IK 1J/2K 8 1J/1K 1J/2K 1J/3K 10 1J/2K iJ/2K 1J/4K 2x4 12 1J/2K 1J/3K 1J/4K 14 16 m 18 WIN PEED OF <- 140 EXP. C WALL HEIGHT 8F7 OFT 10FT STUD SIZE HEADER SPAN (FT) 4 14/1K 1J/1K 1J/1K 6 1JtIK 1J/1K 1J/1K 8 iJ/1K 1J/1K 1J/1K 10 1J/1K 1J/IK INIK 2x6 12 1J/1K 1JtIK iJ/iK 14 1J/1K IJ/1K 1JAK 16 1J/1K /J/IK /J/IK 16 1J/1K 1JAK 1J/IK 13. WALLS SHOWN ON THE FRAMING PLANS ARE LOAD BEARING WALLS; WALLS NOT SHOWN ON STRUCTURAL FRAMING PLANS ARE INTERIOR NON -LOADING BEARING PARTITION WALLS. 14.LOAD BEARING WALLS SHALL BE CONSTRUCTED WITH 2X STUDS AT 16" O.C. MAXIMUM U.N.O. NON4JDAD BEARING PARTITION WALLS SHALL BE CONSTRUCTED WITH 2X OR METAL STUDS (18 GA. MIN.) Q 24- O.C. MAXIMUM. I S. STUD COLUMNS UNDER LOAD BEARING POINTS OF GIRDERS/BEAMS SHALL MATCH THE GIRDER/BEAM PLY COUNT WITHIN IIZ TOLERANCE (2-PLY STUD COLUMN MINIMUM). SOLID BLOCK ALL GIRDEWBEAMS THRU FLOOR SYSTEMS AND TO THE FOUNDATION. 16. WHEN NOT SHOWN ON DRAWINGS OR DETAILS, THE NAILING SCHEDULE FOR WOOD FRAMING ELEMENTS SHALL COMPLY WITH THE IRC TABLE R602.3(1). 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 MANUFACTURER'S 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 IJDIST 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/Y (MINIMUM) EXTERIOR GRADE SOFFIT BOARD WITH A CEMENTITIOUS KNOCKDOWN FINISH IS ACCEPTABLE PROVIDED THAT IT IS PAINTED MEETING THE REQUIREMENTS OF ASTM C932 TO GIVE THE CEILING WATER RESISTANCE. THE SOFFIT BOARD PRODUCT SHALL BE ATTACHED PER MANUFACTURER SPECIFICATIONS TO BE IN COMPLIANCE WITH R703.1. 2. THE SOFFIT DESIGN PRESSURE IS AS NOTED N THESE DOCUMENTS. WITH KAYCAN VINYL SOFFIT INSTALLED IN ACCORDANCE WITH MANUFACTURERS REQURRMENTS AND INC-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 N CONFORMANCE FOR THE INDICATED LOADS WITH ANSVTPI 1 "NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION.' FINAL PRE-ENOINEERED ROOF TRUSS FRAMING LAYOUT AND DESIGNS TO 13E 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 RENEW OF MASTER TRUSS FILES. ANY LOT THAT DEVIATES FROM THE MASTER TRUSS FILE ON RECORD,OR FOR PLANS FIELDSTONE AE IS NOT CONTRACTED TO PERFORM TRUSS REVIEW ON, THE CONTRACTOR IS RESPONSIBLE TO ASSURE THE DIRECT COMPLIANCE OF TRUSS MANUFACTURER LAYOUT TO THESE DRAWINGS & VERIFY ALL TRUSS CONNECTORS ARE SUFFICIENT TO WITHSTAND THE UPLIFT/LATERAL LOADS IMPOSED 4. TRUSS MANUFACTURER SHALL PROVIDE HANGERS AND CONNECTIONS ADEQUATE FOR LOADS AT ALL TRUSS -TO -TRUSS, TRUSS -TO -BEAM, AND BEAM -TO -TRUSS CONNECTIONS. 5. REFER TO ARCHITECTURAL DRAWINGS FOR TRUSS SHAPE, OVERHANG, DIMENSIONS, SLOPES. SPANS, DRAINAGE, BEARING WALL HEIGHTS, ETC. 6. THE POSITIONS, WEIGHTS, AND METHODS OF ATTACHMENTS OF ALL MECHANICAL UNITS, ELECTRICAL FIXTURES, PLUMBING, FIRE SPRINKLERS, ETC SHALL BE INCLUDED IN THE DESIGN OF THE TRUSSES BY THE TRUSS MANUFACTURER. SEE ARCHITECTURAL DRAWINGS FOR ATTIC ACCESS SIZE AMID LOCATIONS. 7. SUPERIMPOSED LOADS FROM SECONDARY FRAMING (I.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.83 IN ADDITION TO PERMANENT BRACING SHOWN ON THE TRUSS DESIGN PROVIDED BY THE DELEGATED TRUSS ENGINEER. PRE -APPROVED FIELD REPAIR NOTES: 1. MISPLACED DOWEL REPAIR: THIS NOTE DESCRIBES ALTERNATES TO MITIGATE THE CASTING OF REBAR VERTICAL REINFORCEMENT AT AN INCORRECT LOCATION. IF THE WALL HAS NOT BEEN BUILT: DRILL AND EPDXY #5 REBAR (36" LG.) INTO THE THICKENED EDGE OF SLAB AT THE CORRECT LOCATION. AS WALL IN CONSTRUCTED, LAP REBAR IN ACCORDANCE WITH MASONRY NOTES LAP SCHEDULE, PLACING A HOOKED BAR WITH 12- TAP AT THE TOP OF WALL WITH THE CONTINUOUS REBAR IN THE TIE BEAMIBOND BEAM. COMPLETE GROUTING OF WALL IF THE WALL HAS ALREADY BEEN BUILT: PRIOR TO GROUT PLACEMENT, OPEN THE WALL AT THE CORRECT LOCATION APPROXIMATELY 16" (H) x 4" (WI AT FLOOR LEVEL DRILL AND EPDXY #5 REBAR (32- LG.) INTO THE THICKENED EDGE OF SLAB. LAP VERTICAL REINFORCEMENT IN ACCORDANCE WITH MASONRY NOTES LAP SCHEDULE, PLACING A HOOKED BAR WITH 12" LAP AT THE TOP OF WALL WITH THE CONTINUOUS REBAR IN THE TIE BEAM/BOND BEAM. COMPLETE GROUTING OF WALL 2. MISSING/MISPLACED ANCHOR BOLT: ALTERNATE SILL PLATE ANCHORAGE SOLUTIONS MO CONCRETE A 1/2'x6" TITEN HD WITH 13/4" MINIMUM EDGE DISTANCE AND S" MINIMUM END DISTANCE IS A DIRECT 1:1 REPLACEMENT FOR A I DIAMETER ANCHOR BOLT WITH 7" EMBEDMENT INTO CONCRETE A 1/2' THREADED ROD SET-3G EPDXY 7' EMBEDMENT WITH 13/4" MINIMUM EDGE DISTANCE AND 7-1/2" MINIMUM END DISTANCE IS A DIRECT 1:1 REPLACEMENT FOR A 1/2" DIAMETER ANCHOR BOLT WITH T EMBEDMENT INTO CONCRETE. INTO GROUT FILED MASONRY (OFCMLG: A 1/2"4' TITEN HD WITH 13/4' MINIMUM EDGE DISTANCE AND 8" MINIMUM END DISTANCE AT W-8" O.C. REPLACES A 1/2" DIAMETER ANCHOR BOLT WITH T EMBEDMENT AT B-0" O.C.; LIKEWISE A 1/2'B" TITEN HO WITH 1-W4" MINIMUM EDGE DISTANCE AND W MINIMUM END DISTANCE AT 2A" O.C. REPLACES A 1/2" DIAMETER ANCHOR BOLT WITH T EMBEDMENT AT 4'-0" O.C.. 3. SIMPSON MASA 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 &4r 140 1'-w 150 1'3' NOTES: 1. MASA SPACING BASED ON NO MORE THAN ONE IN THREE INSTALLED WITH ONE LEG INSTALLED VERTICALLY ATTACHED TO STUD 4. MISSING/MISPLACED TRUSS STRAP ANCHOR: REFER TO "MISSED TRUSS STRAP REPAIR" DETAIL WITHIN DRAWINGS. FOR MISLOCATED TRUSS ANCHORS WHICH ARE GREATER THAN 1/8' BUT LESS THAN 1-1/2" FROM THE FACE 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 THAN 1-IM , INSTALL NEW ANCHORS. 5. MASONRY WALL OVERHANGING SLAB BLOCKOVERHANG REIRAIR < 5/8" NO REPAIR REO'D 518" < OVERHANG < 1-112" GROUT SOLID BOTTOM 3 COURSES OF AFFECTED WALL LENGTH >1-1/2" CONTACT ENGINEER OF RECORD FOR REPAIR 6. NOTCHED TOP PLATES & STUDS REQUIRING REPAIR AT STUDS STRUCTURAL REPAIR IS REQUIRED AT STUDS WHEN A STUD IS NOTCHED TO A DEPTH GREATER THAN 25% OF THE WIDTH IN BEARING WALLS, OR 40% IN NON -LOAD BEARING WALLS: OR WHEN A HOLE IS DRILLEDBORED 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 HOLENOTCH SPECIFICATIONS ARE EXCEEDED THEN A STUD SHOE MUST BE INSTALLED. STUD SHOE REPAIRS ARE AS FOLLOWS: FOR 2X STUD USE HSS2-SDS1.5 WITH (12)-1/4"X74/2" SDS SCREWS. FOR MULTI -PLY 2X STUDS USE HSS2-"#"-SDW WITH (12)-1/4"X3" SDS SCREWS, WHERE "#" CORRESPONDS TO THE NUMBER OF STUDS IN THE MULTI -PLY. AT TOP PLATES: A HOLE, CUT, OR NOTCH THAT IS GREATER THAN 50% OF THE PLATE WIDTH IS REMOVED FOR PIPING (EXCEPT WHEN THE SIDE OF THE WALL WITH THE NOTCH OR CUT IS COVERED BY WOOD STRUCTURAL PANEL SHEATHING), OR THE PLATES ARE CUT THROUGH. THE REQUIRED REPAIR IS A GALVANIZED 16-GAUGE METAL TIE THAT IS AT LEAST 1.112" WIDE AND MUST BE FASTENED WITH (a)-16D NAILS ON EACH SIDE OF THE OPENING. OHO Fieldstone �pMl C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERING: No. 29349 - O IBRAHEM ELAYEB, PE P.E.# 91476 ■ BENJAMIN NIESE, PE OF P.E.# 86025 'i��t�' '•��ORID� . ����� DATE 24 '''�� S�ON/��. MkhiW 3400 Auburn Rd Sults 200 Aubum Hills, MI 48326 +1 248.622.4035 Flodde 12906 Tampa Oaks Blvd. Starts 150 Tampa, FL 33637 +1 813.466.3310 www.feftionew.com W g9 W Q n rr }<0 H- J 2 CO Us- n _ a co N SWAT IN? �Rb �v OMOOLM PLM COMOMMOIN =11M MRM 28TORY F0aM~rAn WX1fM 11101 --M F=10 WOOLS RM NM RM MU NM WOOLS WN VN.W.M ff.NW.M WKNOV.0 FMoku MRM cmMNOW ? 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(E�R FZi;120 OWAMIERM rOPAIMSF.RNKM NEM fOOMCRaRFLM eumnorasm IBEMOEFFE RWR001 ulopmMlow SEE FOUNDATION PLAN 9 1/4' SEE FOUNDATION PLAN ly-w ---------------------- ----------- .5 Monak MWIE -ANY NFED SPBEAM PBMTION - C111) 11/12/2021 26 N SLAB @ NOW FMM-130 F17IZ200 40020 Fieldstone C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERIN_QL, 29349 E3 IBRAHEM ELAYEB, PE P.E.# 91476 ■ BENJAMIN NIESE, PE P.E.# 86025 06/10/2024 DATE r -I �DRAWN BY: I =FAE � VERSION: 5.0 SHEET NAME FOUNDATION DETAILS SHEET # S1.0 W le0• 4-10• 3'-r Iv- w 24"44'xir CONC. FTG. w/ #4 VERIFY M.O. vERIFY M.O. BARS 01r O.C. EA. WAY w/OP7. SCREEN ENCLOSURE r11 _ O � O ad f§. N w4•4r X-C s-1w 4•-W N VERIFY 1§° M.O. } VERIFY M.O. w I m I � a! i a I I �•' qD I I b/ 1 12-21/2' 3'-63/4' B3 i/r 4'-2* 4'-71141 N Zo _4 _-----__ - -- ------ -- - - - -- --- - -- -- --------------------- �--- � -- m I � I I`I l�l I I;I I m b I 1 IM I:I I o ---- — ----�; I § b (I I —VARIE ••I Ri •• 0= 1n — —• 20-1111r , a VERIFY 9 M.O. T VERIFY '-Y 4'-0' b II OF 11A b aP a I N h I v B',e. I FrG. w/ #4 CONC. FfG. BARS 1r O.C. EA. WAY b aD • VERIFY M.O. r Iv-W r 20'-W 9'-6• W-7 FOUNDATION PLAN — ELEV. Hill SCALE: 1/4•-1'4Y NOTt>8: 1. 31/r CONCRETE SLAS ON GRADE OVER VAPOR BARRIER 2. REFERENCE FINISHED FLOOR ELEVATION - 17-0w 3. REFER TO LING 30.1 FOR GENERAL STRUCTURAL NOTES OHO Fieldstone C.O.A.# ARCHITECURE: _ AA26002802 C.O.E.# ENGINEERI 29349 D IBRAHEM ELAYEB, PE` P.E.# 91476 ■ BENJAMIN NIESE, PE P.E.# 86025 06/10/2024 DATE Michigan 3400 Aubum Rd Sufte 200 Aubum Hills, Ml 48326 +1 248.622.4035 Florida 12906 Tampa Oaks Blvd. Suite 150 Tampa, FL 33637 +1 813.466.3310 www.fisidsioneae.com C) a 1 w v Z� o gM > JO w p0 yLL LU �a J 2 Q � — n _ a V) <h N DRAWN BY: I FAE VERSION: 5.0 SHEET NAME FOUNDATION PLAN - SLAB SHEET # si.. 11 J CONTINUOUS LINTEL OVER - MASONRY COLUMN. DRILL 3" HOLE IN BOTTOM OF LINTEL AND EXTEND VERTICAL REBAR THROUGH LINTEL. BF76-OB/17 25 SH 25 SH V LINE OF FLOOR ABOVE wlt BF76-1B/17 0 Bf32-OB/1T 8F76-OB/1T W LINTEL RECESS 25 SH 2868 DOOR F76-OB/1T W LINTEL RECE J68 DOOR 3010 TRANS ABV. BF16-OB/1T LINTEL RECESS 8F76-OB/1T 3080 DOOR 1 H34 SH LINE OF FLOOR ABOVE LINE OF FLOOR ABOVE 8F76-0B/1T ---------------- PORSOLID BF341B/1T POURSOLID 18070 OHGD FIRST FLOOR WALL/HEADER PLAN - ELEV. IT' SCALE: 1/4"=1'-0' NOTES: 1. REFER TO DWG SO.1 FOR GENERAL STRUCTURAL NOTES SIY POUR SOLID COO Fieldstone C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERING,� 29349 O IBRAHEM ELAYEB, PE P.E.# 91476 ■ BENJAMIN NIESE, PE P.E.# 86025 06/10/2024 DATE LINTEL AND BOND BEAM LEGEND t. NNOIFwBro.rlPlorxaurnnacwlNPSswIIroul®561q L�IMgISA11wB19NE7Bt aFBBucIME ! MIMMfN,1.NLiMIOFBIBDeINIeBgiAB187J�Sf l 11101111WHA08YIOPM IDIIWTF Mt!fN11LLBE FRNHEM l 8NOffAMBPI.f rUAA S GM OOMLKR1.INFINTNBEA7OI9WREOF HdFOAALL LMURORBFAIBI TYKD NNMTID11 F.F11MWMffW1U•WUB N WffrYOF* I®'IAATNMRNOF LNrELW 8F16-1 B/1 T OIMMIIROFISI®YIATIOF NMNMLHEW NAWLMM 150MATTOPMMm NNO 1-1/2• CLEAR va � � OAI 0 w aWF x #5 MIXrWrrNIOFLKR ow � 1980N,iN MMIZINIMl9 7-5/8' ACTUAL 8" NOMINAL HEIGHT 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 w"t Z O F co J Q J 0-4 Lu LuCn w 0 Ir O CA v, Q U) L J (n U w Ln cc D_ 0 CC — M = n a M LU 0 W F- DRAWN BY: FAE No.860 _ VERSION:5.0 SHEET NAME FIRST FLOOR WALL/HDR PLN ST F �� F�ORIDP` •?\ SHEET # S2.11 111111 MSTCM40 FROM (2) 2x BUILT UP COLUMN TO CMU WALL BELOW w/ CONCRETE SCREW: T7xNM s> TYPn�z MSTA30 FROM BASE OF (2) COLUMN TO GIRDER BELOW CONT. ABOVE & BELOW COLUMN TO GIRDER BELOW OPENINGS PER SW6/S4.2 SECOND FLOOR WALL/HEADER PLAN - ELEV. IT' SCALE: 1/4=1'-0" NOTES: 1. REFER TO DWG SO.1 FOR GENERAL STRUCTURAL NOTES MSTCM40 FROM (2) 2x BUILT UP COLUMN TO PRE -CAST LINTEL BELOW w/ CONCRETE SCREWS ODO Fieldstone C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERING_ 29349 O IBRAHEM ELAYEB, PE P.E.# 91476 ■ BENJAMIN NIESE, PE P.E.# 86025 06/10/2024 DATE 8 .�o=Eom S a k s° >• 5 6 a�? o o Efs��ozs =g`�m �afraToafr 8tl��°�w o- x gg a ° °lfifio o E'9 E��5Q�a Michigan 3400 Auburn Rd Suite 200 Auburn Hills, MI 48326 +1 248.622.4035 Florida 12906 Tampa Oaks Blvd. Suite 150 Tampa, FL 33637 +1 813.466.3310 www.fieldstoneae.com v w z LO ' o a rMi zw > J 0 w 0 Q C/) w Q JO 0 ri 0 LL ui H� U W U) C x 0 pc W Cl) M N 0 7 L_ ` DRAWN BY: I FAE No. VERSI0N:5.0 — SHEET NAME _— ' SECOND FLOOR V � �� � E OF •� WALL\HDR PLAN SHEET# S2.21 v META16 PER MANUF. THA422 OR HANGER PER MANUF. (2) 1 3/4'x16" LVL lilt ILIT OR GIRDER PER MANUF. (2) 1 3I4k18• LVL OR GIRDER PER MANUF. SIM. � I I OR GIRDER PER MANUF. 13'-5' - - � R7I �1 (2) 1 3/4k16" LVL OR GIRDER PER MANUF. - C& FLOOR TRUSS:I 2z VERTICAL W REQ. AT THIS LOCATION FOR 2nd _ FLOOR STRAPPING. DESIGN FOR A CONCENTRATED REVERSIBLE WIND LOAD Iul OF 2,000 LB Ilpll � I�fl 8L1 FLOOR/LOW ROOF FRAMING PLAN ELEV. "I" SCALE: 1/4-=1'-0 NOTES: 1. REFER TO DWG SO.I FOR GENERAL STRUCTURAL NOTES 2. REFER TO DETAILS ON DWG S4.1 FOR ROOF SHEATHING REQUIREMENTS Inl —� UP COL M(2DTT2Z @LT Nil II II II II II V MCOLU BASE OF COLUMN w/ (8, ._� BASE O N W (8) 1/4N1-1/2" SDS & 112" 1ANXI-1/2" SDS & 1/2" ATR SET-XP EPDXIED ATR SET-XP EPDXIED TO TOP OF CMU WALL TO TOP OF CMU WALL BELOW, MIN. 6' EMBED BELOW, MIN. &' EMBED W ROOF FRAMING PLAN ELEV. IIIII SCALE: 1/4"=1Ar NOTES: 1. REFER TO DWG S0.1 FOR GENERAL STRUCTURAL NOTES 2. REFER TO DETAILS ON DWG S4.1 FOR ROOF SHEATHING REQUIREMENTS O0O Fieldstone C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERING`— 29349 13 IBRAHEM ELAYEB, PE�, P.E.# 91476 ■ BENJAMIN NIESE, PE P.E.# 86025 06/10/2024 DATE TRUSS NOTES UNLESS OTHERWISE NOTED ON PLANS: 1. ALL TRUSS STRAPS TO MASONRY ARE TO BE META16. 2, ALL TRUSS STRAPS TO WOOD TO BE SIMPSON H1OA. WHEN INSTALLED ON EXTERIOR WALLS SHALL BE CONNECTED THROUGH EXTERIOR SHEATHING. (2) H2.SA TO BE USED TO MULTI -PLY TRUSS, (1) EACH SIDE w/8d NAILS MIN. SIMPSON H2.SA MAY BE USED ON JACK TRUSSES ON THE EXTERIOR OF THE WALL w/8d 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 SDWC15600 B) MULTI -PLY TRUSS REQUIRE (2) SDWC15600 AT F.A. 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. DISCLAIMER FOR PLANS FIELDSTONE AE IS NOT CONTRACTED TO PERFORM TRUSS REVIEW ON, THE CONTRACTOR IS RESPONSIBLE TO ASSURE THE DIRECT COMPLIANCE OF TRUSS MANUFACTURER LAYOUT TO THESE DRAWINGS & VERIFY ALL TRUSS CONNECTORS ARE SUFFICIENT TO WITHSTAND THE UPLIFT/LATERAL LOADS IMPOSED. IF ANY TRUSS CONNECTOR SHOWN IN THESE DRAWINGS CAPACITY HAS BEEN EXCEEDED, THE TRUSS MANUFACTURER SHALL NOTIFY THE ENGINEER OF RECORD IMMEDIATELY 111111III // `0 No. _ i STATE OF ��� •. A�ORIDp'.•' ���� �0NAI. 'C 111111 ao�g��os@<ev^ 025'86:&iE�:, o&tea Tae€offs Michigan 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.fieldstoneae.com O 17 w I Z N Z CM g c7 Q z w J LU J W Q0 O *^ Q Q tz (n LL (n U UW W J Vn ¢ 0 a H LLJ M N L J DRAWN BY: FAE VERSION: 5.0 SHEET NAME FLOOR/LOW ROOF FRM PLN SHEET # S3.1 1_ STRUCTURAL SHEATHING SEE PLAN AND DETAILS FOR ATTkHM PRE-ENGINEERED 1 1/2' WOOD TRUSSES 1 /2' AT 24'0.C. 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EDGE NAILING SHOWN END TO ADJACENT TRUSS WEB 2X4 LADDER FRAMING AT 24'O.C. REDO AT WITHIN THE GABLE. IT IS (OR BOTTOM OVERHANGS UP TO IS'. ACCEPTABLE TO USE f CHORD NAILING ATTACH TO TRUSS TOP 'EDGE NAIL SPACING TO AS SHOWN) CHORD / �2) 1. NAILS BOTTOM CHORD OF TRUSS AT 16'0.C. TO TRANSFER LOAD. 2X4 BLOCKING GABLE TRUSS w/ TOE -NAIL SHEATHING EDGE w/ VERTICAL WEBS AS EDGE NAJUNG (2) 1 Od CD EA. END NOTED IN THE SHEATHING TO ADJA ENT STUD C F RAMING SHEET A -A SPLICIED SHIATHING 131 1 Od NAILS 13 10d NAILS TRUSS NOTES BLOCKING AS REQUIRED FOR BRACING BY TRUSS MANVFACTU R, SEE REQUIRED BRACING PER TRUSS MANUFACTURER (..e. BSCI REOMTS) Al L:� - PERMANENT TRUSS BRACING PER TRUSS MANUFACTURER 9 10-0- MAX. SPACING. (1) ADDITIONAL FLAT 2X4 WITH BLOCKING EXTENDING A MIN. OF (3) TRUSS BAYS PLACED BETWEEN PERMANENT TRUSS BRACING SntcwmfommpLm (RESULTING IN 51-& MAX EA TRUSS CHORD EIA. TRUSS C!!,t, 04F L NAIL BOTTOM C!, 4®RD T10F a OVERALL BRACING) OF GABLE TRUSSW WW"IL"IBIlIn'FeIffil �FMWNWMNM =Mmumillm-mm 12d's AT Ir O.C. HORIZONTAL 2x K.L.Mlialo rot OM811WIN BLOCKING BETWEEN A35 Aa5 MASONRY 1119MRFM j 211120111.111 FIRST 3 BAYS OF FOR FRAMING TO SEFLMFORUM�OFALL ATTACHM PERMANENT BRACING AA SEE PLAN I � :111IMM9101FABIWORW STRUCTU ENT OF ALL RAI SHEATHING. 10d (90 4- O.C. WEENDTIMMNGDETAIL 11/01/2m GW DO TM DETAIL 11/01/2023 EDM=FKW RWG-M ��,:�INO� TO SCALE D09C — STRUOTURAL SHEATHING PER PLAN FORM CONT� 2X4 .1(2) 12d NAILS SEE REQUIRED BRACING PER TRUSS MANUFACTURER FK-Bwoowmlm= 0401K 11IMMIDLING) VALURF111110111AFIr0f.11111DIII �MEKSTAtr,MWMMM Twom.0flainawwoz MRCRK *601111111"FUll 3 am ROM Rommiawway , ff=1,TEkwwNtwMBK&wLff0w?0 t ffV9MMfflD0fLffGIEVAT0M I ATSMUMBUMIWUENVAVNMPFA.IMIM�OOK316M I ATMWM"MIWLKCIEVALAUNDMXVMKMWKVMI Im NM \r55� % _ FL=- waFaBmioEFarBmwmFIixieioR*1q&rnx XNAWIM IMEWMAMWMCBMBVWWCRRM RFUN Or, WjL FMMfEMCKWANN CIAIWUMFUN 71 4; "1 Pff %&THING ATTACHMM DMMM 1111111811100 ORM PMOOFOWHOPq 11/01/2023 �Rlull RWG-110 FMIMMM61-ft :::] W TM MNG DUAL @" HIP) &,D'�NVTCH 11/01/2023 0_1� TO SCALE RZ-100 U00 Fieldstone 0 C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERINQ=_-.:� 29349 13 IBRAHEM ELAYEB, PE P.E.# 91476 0 BENJAMIN NIESE, PE P.E.# 86025 06/10/2024 DATE No. 86 0 STATE OF p 4OR190. N '*ONAL. 111111111%W Ab 2 I _v 2 % § �L i b Michigan 3400 Aubum Rd Suite 200 Aubum Hills, MI 48326 +1 248.622.4035 Florida 12906 Tampa Oaks Blvd. Suite 150 Tampa, FIL 33637 +1 813.466.3310 www.fieldstoneae.com 0 S2 W "t Z LO C.) CV) < < w z > 0-4 111 0 00 < 0 L U) LU -J C/) u, U) < cc Cr C, W N F L _j �RAWN BY: I FAE� VERSION: 5.0 SHEET NAME DETAILS - ROOF S HEET # S-4-11 EXTERIOR WALL SHEATHING I'Mmwn I - W11131111 I — 11� WIMIN IN rat tru WRIMIEWIM "MR0110111NAL s191111011119011 Or 128 KIM WASO RM DaMWALLWTft 110410 lnr� FIX trot Kaw INIMMINUIS I& Or FEDWAKTV. NWMLM Im FtMPNK" sts"MmWarammlomm wow= MNQA Sw 11810� �Wft 4FT Lou <140 IFI V001 �Wwll In um FIRME LLT20M 41211111110A IDow dOW 41r xff1f*w"1wwTM <wm OR <11m In ffmw*~IWWTM IV "Imm DEPILKINIM POU11)(MIFIRFUN F I I I 7W.UKA STDHEAMCMIDATO am nont�MOMIMNDMEUMMDFMMCFMMWMML&SKRIN810) F%m 11DRUIDIMML Knolifflown? UPA IW01FMM^N".w xwMaw WMFBK* WaDowam. WINKCIA 8w am <141111% 41`1 Los �141111% IFT w= <10111110 In EM LLTVAMPO WIWCUI NDEW <WWN 71 CrAffLa <14W In PIP. - - LA. <01W 6Fr 121WIL11 -xRYMvW104V8PAWwFW&M8w10 ALT. HEADER CONFIGURATION �IMX SOW DIRAIL ME END SHEATHING DUAIL 11/01/2023 TYPMO"NG NEAM WAL "M 11/0112023 N TO, O�TO SCALE WGW-01D SCALE WGG-M WE;0w U hSTUXIIIII1011111FIR WOMFISOUN wkwIlINIRMINVNIMIL M Mow 1/2= Wil - BEAM WALL W/o UPLIFT 11/0 WE;111 511JIMMISMaXIMI RMERNWANIUM off RINUIVIE 110POFROMMID - RM faEMwwM0ff.ff&=1ff0w '0' an ww MIRRIMILEDIEWANSFUN NNE VNERRIUMMIFIRFUMI UNTOMMIM aulwommPIVUSIFIR UNN FUMI WALL MM AT STAIR OPENING 11/0 1'202' E) ;w-- WGW-121 BILVALFORM VAIDMIlwor.W&EDETao INT. WALL CONNEM M EU. WALL two UPTRU ATOOMMMIRM NOWNWIM ISIRIMPRIMUNINIINIIII. am am a - 0911M hollawalkalowdolffir fcmmnurac�'flw '- W-0 IWIFE M BEAM NNDOW ATTACHMENT DETAIL '14l)ITWA &.7 11/01/2023 TO SCALE W�rI40 VIVNI ffMWMMRM VIDDLUM"M tK &P .. tNUFFIRIUMINOW 1 nVU1911111193LAMOWIRIMIRMIND I1W N. 1111113WIMPAWWOMPM Wfe r.1 . 132111131IN W011MCMUML WWOMANDNA NUM1100111115=0111 rMFA= wow "00 if IS 4 -U. W- Ifewpapull am"INIULMCINIMMIS mi WIMIORMINDW W&Vroutwoua 110POIF14611MUT110012101`11Y 9091010119owd rim 1"NEWIFINU11ru IMUMMINVADOND t� PLATE HEIGHT PER PLAN 111MCKKINUMIMPLIN --�GCFMIACMER 7/1612021 188 O� TO SCALE WGZ80 E�- CMU RH 11IMPERFUN 0 a nsaaq Ty nw GARAGE DOOR T"A CMU IWERCTO DOOR ATTACHMENT DETAIL 11/01/2023 16 ATrADNENT 11/01/2023 DETAIL 11101/2023 16 (WI 5�P —n�Ck \__/NOT TO SCALE WGM-150 \,_/NOT TO SCALE W�X-iW \__/NOT TO SCALE W��182 )RI12MI11MAKIDUM am ORM ANWOWN00 IEW WIEW"FUN ANDIIIIIIHM100IIIIIEL AWYMMINnID FUDIML&PERNI fifaEaCLIZALLFIS MLI WFIRNMIUVISIDIEW WIVIIIIIIIIISIRIM 2/28/2022 W0112M 9 )MM MNFOW RWED M1 DETAIL WGW-181 E�--; TO SCALE W��-190 I is WUMQUIS FORM JIPLATEHEI HTPERPLAN 01.0117WENZINY" KNOM WILBEOMPO KmkwmwtL UNSUE 1111AMMIARUft IMPLIN #QFWU@VL w DID LBIUN www NRW*W V I 111110raw FTAO ffA WU 11101/2023 W;;120 I I fill /// ORO Fieldstone x'iI%%j11 1. C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERING: No. 8602 29349 13 IBRAHEM ELAYEB, PE P. E.# 91476 0 BENJAMIN NIESE, PE 0 P.E.# 86025 RID 06/10/2024 At DATE - 11111110% t i z 81 8 Michigan 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.fieldstoneae.com uj -q z LCOO 0 < w > 0-4 w w 00 < C) LL In LL L�j ? U w I V) 5 Ir ir 0 w C) - r, o- r 0 r- r- c) U.1 c') F DRAWN BY: F=AE FvERSION, 5.AO SHEET NAME DETI LS WALL SHEET S4.2 T FMLMKWUIB WMANFUN OFUN RMTWMM"Rywa 11/01/2023 -TK-0 —T1 L;Z10 =ft4=r—M-w-99 : MIATWW ==KM PaPUN 0 FERKW MWWMMRM �/ \� WWWRINFIRWAF SME FMFLM EDEKSOM mfillw=om Off NUMMOMMONVERPAtMEIRMON 1LL09MCWffl1WffXP(1FWAWW b�=LMRAWKSKMEVOMKJ IKCW�affmmmw FMCM1118MUM" eswun MRACKWWWWO &a= wouratim"aft SPUN �MSLVUN "MmantulOOLUNI &�WORMLOM& FRAMSEVOSLArMCNIERPM WITIORWORUMBITiondem NRMKN UNNUM RalfROKS19imm 109kaw RAWN"Romem �NDMIBL — ad�11111~840104 �-\\ 1001 00RDWRIMPMR10 IDISIMSTOf. =101001111PIAIEFUROF RM MIJULUDISMAIWOF �PRPLM rcwvaLMMA BXEKS� "RFUX IRCRK�i9gow @war, ORM FORM 18MOFFISFUN WISOM911wWwrot PUMA TM To MASW W&L FW TRLW w/ QWLM IDEAME MOD (i-02�'R—n" 11/01/2023 (04/1112023) ROM NOT TO SCALE \��.O�T. SCALE L.Z(F..10) FRWMLPMKM z z z z ;�\z z z z 0DW1M=�FffiKM21K"MU301 MOMPLIN FIEEKTROB hMEWILORFE NUFM Paw".81WPOPUN awfawmemmEw FLM &VUKffPMKM SENUMORM rUMMISNAVEff.w. WrWORIUMMIALIM RPUN 1XIMMMSION)m 01wow"Ka n9mmorm ON. Lwaswalfiqueasm WOMNIMANUMM WINIKSOMMUMOPM 910UME 108kinfill 7� RM RAKMINLORROMEMIX rC1UwtL="&Vw.w.Fffl 0EPLLffl1�MAMWW1WM1AL PRFUN PLM MAUMMORM ODMI M BOND BEAM DETAIL 2/2 8/2022 NG WAU FLOORW TRUSS 2/2812022 --�ROORMMOW WXL @ LOW P" 2J28/2022 ROORIUM&ODC1 Famomm �MNG LO SNOT 112 &N.; KAM LGM-260 TO SCALE LGG-M TO SCALE LTM-120 -PM P*8GWTW0WAF.WA0R ROOR JIW @ LOW ROOF -- )12-STORY GOWN AT BEAM ( 1:6 \,�YNO; TO SCALE ��NO-� TO SCALE L&:150 LGG-161 4000 Fi 0 C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERINV"'--�- 29349 13 IBRAHEM ELAYEB, PE P.E.# 91476 1-- 0 BENJAMIN NIESE, PE P.E.# 86025 06/10/2024 DATE No. 8 F MAL I111111110\ 4 W-w�g;K —'2 1 66 E Michigan 3400 Aubum Rd Suite 200 Aubum Hills, Ml 48326 +1 248.622.4035 Florida 12906 Tampa Oaks Blvd. Suite 150 Tampa, FL 33637 +1 813.466.3310 www.fieldstoneae.com 0 w "r Z U) I z c) Cl) < w 0-4 LU 00 < -i C) rL 10 LL 04 L. � 'q U w -j -i q: W N F L --1 DRAWN BY: I FAE 1**N:5--0-j SHEET NAME DETAILS - FLOOR SHEET # S4.3 pass. I I IfrwL r7- TFI -r WWWWAMMME WILEPUMPOPEr4 VOWIlmn CMl§[WlQ�0 111MINSIMM I I URLSITIMIRUVEIM11NININW. KWUNWIR 7111119MM01011EX ORCRAILIUMM PRICROXIEGM �nnnnnnnn 314',11/4-NM NUMM"UOK�Wlaff- moo M10111INZWOM XMIDORCMIM X FORS&INIOMIM FMINUNIUMPIR QALL MEM PUP faumn Mirm rm ROMMOMEW9111 WAM IM1019mWap" M1101wilmon 1=111MOSParm TYPIX STAIR DETAILS 11/1212021 BEL WWWROW S, ANWWNM - F*0011911ONVIRMOMMTKIN N�T TO SCALE WSG-101 PILEFIRM PILEOW4 MFPW anowpa 1RAIMIN VW.DEM rWMw n,lnlnl 'Inn PIM10FUN W w w 11 it W W W v it v v 11 AtIOMMFUN Keplik"MPS TOP OF FLOOR WAF RAMPIROMUMPM PM KMOMMIllpffirm MHOM MVM ROMPS CMKIFY MPUW WOUPRINI&F. 1111ampatiffiff. FMWLNE w8weEhmiiiam w. MKIN WIRCRIMP131100. am twglwfrAl�m CK1011,0111W ww TOP OF CMU AIR MAILI 2/28/2022 .113F.Im w ALLW.IM T y 11 SG-1D3 Dam DMOR -@�Wwj iwm 28W.Mim INERN IEIWMVU NKKPM IwG RAW= FCRWAWM MROORM1110*04MIrAlfum WROL WFK1L WWNIS 1�111011 F�WM "Wolrommosk M1101 WaMR0.111 EMMKIFIX11FOR WwT04-wwt11mK*mw1 WK111MINNIM IRTM DTM WKDEFrK&SFfM 7 ETTYP!1CALLA STIRY WALL MM 7/1 6202, A I STORY WALL SECTION 7/1612021 &��AIR OWLS WSM-01D WSWIMALLOHM IFUREEMIYURR "a= LY-(Y FIN. FL WIE w3QwM1Ew&wwMVU FCAWKM%1WF.1M 2 STWY W&L SEM 11/01/2023 WSG-041 OL STAIR LANDI G -UNAMOMM AIGLKW NR0MJ0W3#W=MM1#UJ11X WAM fqnm plum WNWIFAIMMIRM 7 m IMPOSMID Fi e C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERINGis-- 29349 [3 IBRAHEM ELAYEB, PE P.E.# 91476 0 BENJAMIN NIESE, PE P.E.# 86025 06/10/2024 DATE No. 8602 STATE A IV NA I1111111 %\\\ 11112J2021 VZ�-105 E i 7�0 i, - 1 E i N 2 L Michigan 3400 Aubum Rd Suite 200 Aubum Hills, MI 48326 +1248.622.4035 FWda 12906 Tampa Oaks Blvd. Suite 150 Tampa, FL 33637 +1 813.466.3310 www.fieldstoneae.com w -'r z z Lo Cl) < W z > 0-4 Ui -i m Fr 00 < —j 0 tz 14 LL: w 9 �.(") U w U) —i q < cr Z) 1 < cr) W N 01 F- L DRAWN BY: I FAE I VERSION: 5.0] SHEET NAME DETAILS - FLOOR SHEET # S4.3-1 PRECAST LINTEL GRAVITY LOAD TABLE .4.21 LOADS USTED RAVE BEEN CALCULATED OR COW LED FROM APPROVED MANUFACTURERS: CAST-CREIETE, LOTTS CONCRETE. QLEAUTYPRECASTCO. MAXIMUM LOAD (PLF) APPROX� UNTELLENGTH MAX.CLEAR OPENING TYPEA 8"UNTEL 8' TVPEB 9'7YPEC 12'TYPEB 12'TYPEC 14'TYPEB- 24TYPEC- 16'TYPEB IrTYPEC 20'TYPES 2VTYPEC 24'rYPES 21rTYPEC 28"TYPEB 2rTYPEC 3TTYPEB 3rTVPEC1 2'IT VIS, 2231 3069 3719 32W 5163 5607 OD54 9502 WOOD 3059 460S $200 6213 7547 8914 1100110 "M 3- 1� 7 2' 2231 3069 3719 32M 5163 6607 81354 9502 10000 31369 AM 5205 6213 7547 8974 30000 2001110 4-0- z V' 1783 2561 7751 32M 3= 4B9O 5961 7034 8107 2561 AM 5206 6113 7547 8974 IOXID 10000 4-6- 32' L343 1969 2110 2992 2931 3756 4576 5400 6224 M 40375 52M 6213 7019 8572 20000 200DO 1. 34' 1217 1349 1438 1716 1999 2560 3132 3696 4249 13" 30510 4567 $30 4766 5817 7074 am 5-4- 4! or IDONS 1349 1430 1716 1999 2560 3132 3686 4649 1349 311190 4567 SMS 4766 SB17 7074 8208 5110, Ir 61 860 i105 n73 160D 1631 zM 2549 3DO9 3470 1105 2622 42Q 4300 3942 4809 5817 6662 6'6" 52' 710 1232 2177 3736 3480 3031 3707 4383 5061 1232 2177 2738 300 5381 836D 9525 759D T16" 6 2" 570 991 1729 210B 2632 2205 26" 3191 1 3685 991 V29 220 2612 389B 5661 4742 55M V 4' 70, as �099 116C 1516 1626 2564 3486 2818 3302 09 1245 2526 M3 2564 3w 2964 3397 9'4' go' 416 699 1160 N/A 1625 2564 MIS 2818 3302 d" 3245 N/A IN3 2564 3486 2964 3387 IV 61 9 2' 354 535 89C N/A 1247 2D93 2777 2163 2536 535 11054 N/A 15213 2M Z781 2259 2w 11'4! 10, o" 315 567 89C N/A 1366 1946 2423 3127 4006 557 so N/A 1366 1946 2423 3127 4006 12' Of 1981, - 292 525 873 NIA 1254 1694 2193 2805 3552 US 973 N/A 1254 1614 2193 28M 3552 12'6' Ir 2' 277 4 755 N/A !C75 1428 1839 2316 2893 755 N/A im ma Hills 2316 2= 13'N 1z 01 255 471 755 N/A 1075 1428 1838 2316 2535 472 755 N/A 1075 ma I83B 2316 2m 14'01 128, 239 424 7D6 N/A 1 1002 1326 1 1697 2127 2279 424 706 MIA 10D2 1328 M97 2127 263D 14'lr 13'4' N/A N/A N/A NIA N/A N/A N/A N/A N/A N/A M. IN/A IM' 2421- 1779- ztu* 2w 15"V 14! G' N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 710* N/A 11w* 1331' im- 2mr 2459- 17'4" 160, N/A N/A /A N/A N/A N/A N/A N/A N/A N/A 5W N/A 952' iiir 1379* 1672* 199r 1. 1� ijr 0' N/A N A N A N/A N/A N/A N/A N/A A NIA 750* 9W* 1177* _N/A 1415* 1615- 20'0' is,$, N/A /= N N/A N/A NZA NZA N/A N/A NIA WA 30110' N/A 598* 945- n14* 234P 1401' 2ey 2Z 8' I N/A N A N/A NIA N/A N/A NIA A 25W PRESTRESSED 9 W/2" RECESS L�LJNTELS Type A= unfilled no Rebw; Type B= Continums Grout. Steel perPlan in Bond Beam Only;Type C = Continous Gmut.Steel per plan in Bond Beam & Lintel LEGEND FM7 8X8 FILLED CELL W/ (1) #5 REBAR WT] 8X8 FILLED CELL W/ (1) #7 REBAR F01 8X8 FILLED CELL W/ NO REBAR REOD 45' CMU - FILL CELLS W/ #5 REBAR 12X12 FILLED CELL W/ #4 REBAR (IN WALL) 202 FILLED CELL W/ #4 REBAR 1 IN COLUMN) ELEVATION INDICATOR a DETAIL INDICATOR LINTEL OR WOOD HDR DESIGNATION OPEN SIZE (ALL WOOD HIDIR'S TO BE (2) PLY U.N.O.) <�>- BRACED WALL UNE BEAMS HEADER - WIDTH TO MATCH WALL GIRDERS ------------- PLUMBING WALLS (FOR REFERENCE) ------------- BEARING/SHEAR WALLS (FOR REFERENCE) ROOF BLOCKING zKd BALLOON FRAMED WALLSMIGHER BEARING WALLS = CONCRETETIE BEAMS io PLUMBING PENETRATION FOR FRAMING LAYOUT FASTENERS ALLOWABLE LOADS CONNECTOR CETY I TYPE IG Ty IbIRIAN"' 1. 0 UPLIFT fibs) 0 1.6 LATERAL (Ibs) @ 1.6 META16 a 0.148".1-1/2" - ISO F1.340 F2: 1. HETA16 9 0.143-.1-in. 1810 FIE 340 F2 T70 J2) META16 P I -ON 10 0.14r.1-in" 1875 F1.680 F2 770 (2) META16 A 2- or 3-dEr 14 0162-.3-1/2- 179S FIE. 1285 F2 : 1080 (2) HETA16 0 1-01,, 0.148-1-1/2' 1920 F1:680 F2 � 770 (2) HETA16 0 2- or 3-0w 12 0.162�0-1/2` 23*5 F1�1350 F2: 143D HSTM16 6 0.148"xcl-1/2" 1110 F1;120 F2 90 4 114')KI-3/4- CONIC SCREW LGUM28-2 6 318" x V TITEN No 8250 2435 i 6 114"x 2 1/2� SDSSCRIEW MSTC28 36 0. 148' . 3 1/4" MTS22 14 290 (21 MTS12 0.148'XI-112" 1980 MTS16 14 0.148".2-212" 990 W210-2 18 1/4'. 2 3/4'CONC SCREW 3500 1BOO 1 10 0. 148". 3.' NTS16 32 0.142- /2" 2.890 (2) HTS16 16 0.148"xl-112� 1310 HTS20 24 0.149-.1-1/2- 1310 LSTA22 10 0.148'.2-1/2" 925 LSTAIR 14 0.141�Q- " 1235 LSTA30 22 O.148'-x2-1P- 160 MSTA24 18 0.149"X21/2' 1,640 (2) MSTA24 1 36 1 0. 248- X 2 1/2' 3.280 MSTA36 26 0. 14ir'X 2 112' 2.050 - JjV�A36 52 D.149"X21/2' 4,100 - A30 22 0.140"x2-1n� 2D50 MSTC28 M 36 0. 148' . 3 1/4' 3,460 MESTCS2 62 0.148-6-1/4- 4735 MSTAM24 9 0.148"X 3" 1,425 5 1/4' X 2 1/4" MS�TAM36 13 0.148'X 3" 1,870 a 214- X 2 1/4- (2) MSTAM36 26 16 0-148" X 3" 114'X2 114" 3740 MSTCM40 iO 1/4N2-1/4"CONIC SCREW 2800 0.148".3-2/4" MGT 22 0148".3' 3965 F1,775 F2:52S 1 518"ATR HGT-3 16 0-148".3" 10,790 2 3/4- ATR VGTIR of L 1 S/8"ATIR 2225 FI:650 F2.630 16 2/4'.3" SIDS VGTRIL 2 518, RE 5545 F1:650 F2:630 32 1/4"x3" SDS VGT 1 SIS'ATR 4W F1:1185 F2: 510 - -76 1/4"x3� SOS (2) VGT 2 5/8-ATR 7185.2ply 8890. 1I.I. F1,1105 F1590 32 1AN3"SDS DTTZZ I 8 1/2'ATR 1/4-.3- SDS 1825-2.4 min 2145-4212.4- HTT4 I 5/8-ATR 3610 is D.148�N,3-1/2" HTTS I. 5/8� ATR - 4670 F6 1 0.148".3" HTT5KT I S/8'ATR - 5445 26 SO 81Ox2-Vr ABU44Z I S/Ir ATR 7570 1900 12 0. 162'.3-1/2' ABU66Z 1 5/8' ATR IB205 2475 12 0,162'.3-112" R2.5A 10 0.131'.2-112" - 565 F1.110 F2: 110 HILDA 18 0.148"xl-1/2' - 1340 F1:565 F2 :285 HIOA4 is 0.148'xl-1/2' 1080 F1:680 F2 260 HUC48 14 1/4".2-3/4'CONC SCREW 3SOO 1135 6 0.148"x3j� HUC414 24 1/4N2-3/4-CONC SCREW SwS 2015 12 0.148"x34' LUS26 4 0,148'.3' 865 1165 SPH4 12 D,14B'xl-1/2� Side: 640 Center : 1280 DTC,hp, 4 3/16'.2-3/4" CONC SCREW F! 85 F2:13S 2 D.131'.2-In" A35 12 0.131".2-1/2" F1.650 F2 . 670' SDWC1S6OO I SDWC15600 615 F1.130 F2:225 SMIC154SO 1 SOWC15450 295 F2:150 HTU26 20 D.162".3-1/2' 3200 1250 14 0.148'N3" LGU3.63-SDS iS 1/4' X 2 1/2' 6,720 5.555 12 2/4' X 2 - HDUB-SDS2.S 1 7/8� ATR - 7,870 20 1/4- X 2 1/2- SDS HDU11�SDS2.S 1 1" ATIR 11,17S 30 114" X 2 1/2- SDS THD26 20 D162". 3" 2940 3240 0.148'. 11/2- TH029-2 28 DA62'. 2 K 431D 4860 16 n"... ABBREVIATIONS: AB ANCHOR DOLT EA EACH INT INTERIOR AFF ABOVE FINISHED FLOOR ELEV ELEVATION JST JOIST ALT ALTERNATE EMBED EMBEDMENT MAX MAXIMUM APPROX APPROXIMATE EN EDGE NAIUNG MFR MANUFACTURER ARCH ARCHITECTARCHITECTURAL EO EQUAL MIN MINIMUM ATR ALL THREADED ROD ES EACH SIDE MISC MISCELLANEOUS BILK BLOCK EW EACH WAY MO MASONRY OPENING BLKG BLOCKING EXP EXPANSION NOM NOMINAL BOF BOTTOM OF FOOTING EX7r EXTERIOR NTS NOT TO SCALE BOT BOTTOM FO FLOOR DRAIN OC ON CENTER ERG BEARING FON FOUNDATION OPING OPENING BTWN BETWEEN FIN FINISH OPP OPPOSITE CANT CANTILEVER FLR FLOOR PEN PLYWOOD EDGE NAIUNG CIL CENTERLINE FN FIELD NAJUNG PLYWID PLYWOOD CIP CAST IN PLACE FT FOOT / FEET REINIF REINFORCING/REJNFORCEMENT Ci CONTROL JOINT GALV GALVANIZED REOD REQUIRED CLR CLEAR GDR GIRDER RO ROUGH OPENING Cmu CONCRETE MASONRY UNIT GIRD GRADE SC STUD COLUMN COL. COLUMN GWB GYPSUM WALL BOARD SHTG SHEATHING CONC CONCRETE GYP GYPSUM Sim SIMILAR CONT CONTINUOUS HD HOLD DOWN SP SOUTHERN PINE *2 OR BETTER DBL DOUBLE HDA HEADER SPF SPRUCE FIR FIR #142 OR BETTER DIA DIAMETER ILO IN UEU OF TYP TYPICAL DWG DRAWING IN INCH UNO UNLESS NOTED OTHERWISE 140 WINDSPEED CHARTS 140 IMPH 2023 FIL - C & C Pnessures (Aso) effedi- WhW A- rw. 1111.�d ampoinents Hipolo.1 W.111 Comip.-d. Z­ 2 Z Z 3 2-1 Z-4 A, 100 SCIFT(Girdiarii) -353 11.1 -417 17.1 -49.0 14.! i '30.3 As 1 -36,5 1 14.8 1 -36.5 31.1 1 -34.1 - 7L?��38.0 A�50SQFT(Wind-) !,1 40.4 1 19.2 1 -54,9 1 19.2 -63.9 1A.-I -36.0 18.7 1 -317 1 18.7 1 -45.9 1 -35.9 32.7 1 -413 A<10SCU`TjFaStenrerS) 520 242 -831 11 F _32.7 Componantsand Cladding Pmowares(ASIDil -2023 FL Positive Netadve Width Height Effective Pressure, PretiIiAirs, z= Ud LM Are-014 Lsaft LOEB 161300OHM --- 16 7 112 30.8 �34.4 3068 W/3010 TR ENDS 3 8 24,0 34,6 -45.1 3M W/3010 4 3 8 2,tO 34,6 -37.7 3080 DOOR ENDS 3 8 24.0 34.6 -45.1 25SH 4 3 5,25 15,8 35.6 -38.7 6D68 SGD 4 6 6. 67 ADD 33.4 -36,6 2868 DOOR 4 2.67 6.67 1 17.9 35.3 -3113 4 3 5 a 35,7 -38.8 305DSH ENDS 3 5 1 15.0 1 35.7 -47.3 200SH ENDS 2 4 &0 36.5 -49.0 WWSGD 4 6 9 4EL0 32.R .36,0 DESEGN EfEESSURIS SHOW ARE MINIMUM 4LOWABLE VALUES. VkUES ARE TO BE WMASID AS REWRIED By MORE STRINGENT tDCAL REI)AEMENTS COO Fieldstone 0 C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERING: 29349 IBRAHEM ELAYEB, PE P.E.# 91476 BENJAMIN NIESE, PE P.E.# 86025 06/10/2024 DATE =w �STATEOF 'jA .INONAL loo E 2 2 2 % 3 2 45 z 0 Michigan 3400 Auburn Rd Sufte 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 w I z Z LO CI) C#) < < z > w r .n LIJ n rr 0 0 V) < -J 0 11) LL 04 LU U) U w 0 < or < C) a. Lu N L -j DRAWN BY: � 77F4--] VERSION: 570 SHEET NAME REFERENCE CHARTS SHEET # S5.11