Loading...
HomeMy WebLinkAbout37729 Dusty Saddle Ln340-MADISON IV CMU Garage Left - Elevation - J3 SHEETINDEX NUMBER: SHEET NAME: NUMBER: SHEET NAME: CS COVER SHEET C5-3 SQUARE FOOTAGE CALCULATION5 E-10 ELECTRICAL PLANS - FIR5T FLOOR F-IPJ FOUNDATION - SLAB PLAN E-20 ELECTRICAL PLANS - SECOND FLOOR A -ID FIRST FLOOR PLAN A-32 M15C DETAILS A-2.0 5ECOND FLOOR PLAN A-33 MISC DETAILS A-34 MISC DETAILS A-3.40 FRONT/REAR ELEVATIONS J/ROOF PLAN A-3.41 51DE ELEVATIONS J A-4.0 BUILDING SECTIONS GENERAL NC7E5 THE STANDARD GENERAL SPECIFICATIONS FOR AMERICAN HOMES 4 RENT 1 AMH DEVELOPMENT SHALL GOVERN EXCEPT AS MODIFIED s SUPPLEMENTED BY THESE PLANS. THESE PLANS HAVE BEEN DESIGNED TO MEET THE REQUIREMENTS OF 2023 FLORIDA BUILDING CODE, RESIDENTIAL 8TN EDITION OCCUPANCY: SINGLE FAMILY RE51DENTIAL GEIL ING CONSTRUCTION: I. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2 INCH (121 —) 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 (15.0 —) TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION 15 A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL AL50 BE PROTECTED BY NOT LESS THAN 1/2 INCH (121 —) 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 FRAMING 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 CODES, IF THERE 15 NO ACCESS TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44' ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM. 2. IN 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 OPENING OF THE WINDOW 544ALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR. OPERABLE SECTIONS OF WINDOWS SHALL NOT PEFO-1IT OPENINGS THAT ALLOW PASSAGE OF A 4" SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHE5 OF THE FINISHED FLOOR PER THE CURRENT APPROVED BUILDING CODE. FLASHING: I. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS. AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. 2. APPROVED CORRO51ON-RESISTANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR 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 FLA514ED IN ACCORDANCE WITH THE MANFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS 5HALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW FLOOD ZONE REQUIREMENT5: I. PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION BATH AREAS: t INSTALL 2.4 BLOCKING AT TOILET PAPER AND TOWEL BAR LOCATIONS SEE DETAILS. KITCHENS: I. INSTALL 2X6 BLOCKING AT 85" AFF, ON CENTER FOR UPPER CABINET INSTALLATION. TUB AND SHOWER AREAS: I. CEMENT, FIBER -CEMENT, OR GLASS MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM CI288, C1325, OR CIITB AND INSTALLED WITH -8 x 1-1i14" 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 SHOWER AREAS TERiI"IITE TREATMENT: TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED 7ERMI7ICIDE5, 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 HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT 15 IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER 51ERvICE5" MECHMIIGAL AND HVAC: I. ENERGY GALGUL ATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE MECHANICAL ENGINEER AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR PERMIT 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (762 —; DEEP AND 30 INCHES (762 —) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. ENERGY REQUIREMENT 5CHEDULE EXTERIOR WALL5 (FRAFE) R-13 EXTERIOR WALLS (BLOCK) 41 FOIL ATTIC CEILM R-30 3. DUC75 IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN 46 GAUGE (0.48 —) 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 M14113, 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 SHALL NOT DISGHARSE 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 IN SECTIONS M1502 451 THROUGH M1502AS3, THE MAXIT"ILIM LENGTH OF THE EXHAUST DUCT SHALL BE 35 FEET FROM THE CONNECTION TO THE TRANSITION DUCT FROM THE DRYER TO THE OUTLET TERMINAL. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 25 FEET (162 mm) FOR EACH 45 DEGREE (0.1S RAD) BEND AND 5 FEET (1524 esn) FOR EACH W DEGREE (Ib RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER 50057ER FAN MI IS INSTALLED D 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 IS INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER IS LOCATED. A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THIS DRYER EXHAUST SYSTEM IS EQUIPPED WITH A REMOTELY LOCATED 5005TER FAN." 4, PROVIDE BACK DRAFT DAMPERS AT INTAKE AND EXHAUST LOCATIONS AS REQUIRED BY THE CURRENT APPROVED BUILDING CODE. ou�s�kj ��e ISSUED: 4/30/2024 VERSION: 5.0 SQUARE FOOTAGE ALL WORK SHALL COMPLY 'WIT H PREVAILING CODES FLORIDA SUiLDiNG CODE NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES �,IUN p 1024 � F VIE N DATE ���T� Or ZEPHYRHtLl, A4 excludeP1 IN ER, s 4R ASSEi IIAANA(?EMENT SO. FT. HEATED AREA Sq. Ft. MAIN LEVEL 843 SECOND LEVEL 1134 TOTAL AH4R SQ. FT. (SlehtCtawl) 1977 METHODOLOGY: ANSI Z78ST003 The total me takNAatetl from the outside-to-oulaitle of framing, iiduAing optional finished basement options as shown. The area aw DEYELOI+EM W NDT SCALE nEaE DRduKE. vERF1' dIIDIC ORDlidilGN WLN CQIIRICTQi AND SIZE qNb pEi01E C061RCT10r1 THESE ORNeCaS DO NDT CprtdM SFEGFIL KGRNTgN FOR ANY SiRC11RdL F113O05 RO DE AY'/Dm DIENEEN BT" ENGeHR 6 liL01®1 All1" DCO@PdMLY (N'ENSIDI/S. DpBTfdipl, ETC 1 THESE DRAYYd drD T4E AaeocuTm DRAaq'A.+ela SITE yUll BE FIEFORW 1 LCwIRALTOR AT L1t'f YO NO GWB,RIGIION WALL PFC= Ulfl CORRECTED. iNE 0011ardGTDM 4YUE5,NE FFSN7115E11i1' TO 1@T dLL IECIdIffFEMS OF LDCY EuaDNa IcuLe I To rorLr wn+ STATE euLDws CODES L J OI�IR IiE VERSION: 5.0 off'"COVER SHIM1 swo 4c;I:S-1 SQUARE FOOTAGE CHART ELEVATION 'T L J SQUARE FOOTAGE CONSTRUCTION AREA CALCULATION HEATED / CONSTRUCTION AREA Sq. Ft. MAIN LEVEL 843 5EGOND LEVEL 113b TOTAL HEATED/CONSTRUCTION AREA (SANCir M) 1979 METHODOLOGY: ANSI Z765-M The total area calculated trom the outside-rooutside of framing, includng optional fidshed basement options as shorn. This area excludes staiwel at highest level above grade, garage, covered pauo/porches. BUILDING ENVELOPE AREA (ALL AREAS UNDER ROOF) Sq. Ft. GARAGE 416 FRONT COVERED PORCH 42 TOTAL BUILDING ENVELOPE (SkWCMWI) 2497 COVERED LANAI 120 METHODOLOGY Bulldog E"I Ana: The total area calculated, including HeateWrK Cotrucaon area as calculated, and also including garage, covered patio/porches. MAXIMUM DEPTH MAXIMUM WIDTH "MAXIMUM BUILDING HEIGHT A.F.F. OW Y DEALO W DO NOT Z&E ,IEEE DRAae(A �Y euLDw+ OREMATIAI UN CONTRACTOR NO SnE PLANS BEFOM CMTSICTIOrI nESE DRNKA DO NOT CONTAIN SPEC:C e/CRUMN"ANT STIeCIIRAL ELSI MS fTO BE P11010 D BY BGIEER O RECI=), ANT Dscp"AC fDEENICn. CROWD( ETCI BlEtWIN 1NESE DRAKWA AIO T1E ASSOCUTED DRAWW adfor WE DRAMW 6NN1 BE FEPORIED T CONTRACTOR AT ONCE UO NO C"INLICTIO! SNALL PR%FED 1NTL WRIECTED. TIE CONTRACTOR AS LKS TIE WBFOWWLITY TO FEET ALL RWA21FETENTS OF LOCAL &XDEG IGIALS T TO Cl TenY WIN STATE BIRDERS CODES. r- cV O � w a� Z O �w� 04 �<- U Uwo C� o�° w sCOu; fox O O � } N 2 a LU kn v) N twrNW. I BE VERSION: 5.0 t/�rtwE SOUARE FOOTAGE CALCUATIONS S@T/ CS-3 21'-8" OVERALL ._4' S' 4„ 4' 4,_O� a ----------- LANAI SLAB 4' CONCRETE SLAB MFN. OVER 6 MIL U O VAPOR BARRIER SLAB SHALL BE ZZ O OVER CLEAN COMPACTED FILL W) 0 9 ro' u0 I IJ W 4- COSLAB MIN, d NC m FIBER•E5N A/C PAD p 9 W/ FIBER MESH I ~J I I L OCATION I FW 5ECOID FLOOR / SANITARY DROP - _. TRICAL LQOU � FOR �� - ISLAMD ---_ �, - = O 1 1 - •1r� WAD CNA5E BASED ON O L LCLAAON PlI ----------II / GON ETE 5L415 Li / A- CONCREYi SLAB MIN. OVER 6 HIL r r ,j1 VAPOR ER SLAB SHALL BE OVER ? uJU CLEAN ACTED FILL Wi FIBERMESN / %4 iD / II' Sh.. � D 0 hD FLOOR 1 SANITARY DROP - 31-T' IZ'-a.. 1 e_B.. PORCH SLAB 4 CONCRETE SLAB MIN. OVER b HIL 4 Vi1 3, ffL BARRIER SLAB SHALL BE OVE AN COMPACTED FILL Wi IL. Oe e� 1 �p 4°GONG U 8 5LAB - - - _ - - _ _ - - _ _ _ _ - - - - - - - u FIBER MESH 0 W W r u CONGRE AB o a - n I-. 4' CONCRETE MIN. R 6 MIL u LL VAPOR BARRIER SHALL OVER ..CLEAN Za'JPAC:ES FALL WtF SH.... O a I m NB 1 I �'----- 1 m -- — L, I6'-3.' OPENING 7'-B}4" 4' 8" 4" 21'-8" OVERALL SLAB PLAN - ELEVATION FJF EGYE NFTNP BWT) ommE TUM1TA o" FOUNDATION PLAN NOTES ALL WOW 514ALL BE N STRICT CO'PLIANCE WTN BUILDWS CODE, RESIDENTIAL. AND CONTY BUILDFG DEPARREW. STRIP TOP6OL, TREES, STUMPS, ROOTS, ETC. FROM ALL AREAS WERE C"TRUCTCN WLL OCCUR UNO. FILL $HALL BE FIRMLY COMPACTED, CLEAR SANDCLAY MATERIAL FREE OF ROOTS. ORGANIC MATTER OR 04ER INTERIOR BEARNG LOCATIONS SNOOD BE COORDINATED UN TRUSS HANFACTURER 15TRCTIRAL ENGFEER PROVDE SOL TREATMENT AND VAPOR BARRIERS AT ALL SLA85 (INTERIOR). IIml Am DEVELOREM DO NOT SCALE THESE DRA~ VERFY BULDRG ORBRTATION UTN CONTRACTOR AND STIE PL/ BEFORE C06TRCTDU THESE DRAWA DO NOT CZIn- SPECFD KORLITIOI FOR ANY STRCTIRAL ELEMENTS 170 BE PRFVDED BY EIGFEER OF RECORD) ANT DI 3EPAP CT f►PETSM. A16RATIp1, ETC) BETKEEN LESE DRA~ NO THE ASSOCIATED DRAIKA ANNR SITE SHALL BE REPORTED T CONTRACTOR dT ONCE AID NO CONSTRCTION SWLL PROCEED IFRL CORRECTED. TIE COMRACTOR ASWNES THE RESPQWBSITT TO FEET ALL IEORiT b R LOGY MXDNp OFFICLALS I TO CQPLY UT4 STATE BULDRG CODES Q U D J J N � Om >O W I.L i A W C Y/�\I � O •O Q x Q� IlBIEERB I NMM FEWB N& r- (V C) OL Q M V vwo oQ° W sou; O O _ 0111 N d LU F"I in CNO N F_ 7 RAT W. I RE VERSION: 5.0 ow"""'FOUNDATION SLAB FLAN BB:TBR. F-1.0 HANDRAIL 1-1/2" MIN GRABPACLE HIANDRAIL+ I I/4' MM TO I MIN. DIMETEIR� m RET AR y HANDRAIL m OECT PLAN PRWIDE NAlDRAIL N COT'PLIANCE WTH THE CUR ROC APPROVED M LOM CODE, STAIR DIAGRAM C I FLOOR PLAN NOTES F%MDE IR' (MNI•U'U GYPSUI BOARD SEPARATION AT WALLS AND SO' TYPE x CEILINGS N THE GARAGE ADJACENT TO THE MAIN HOIJ5E AND ATTIC AREAS. W 6WN 6 MAC4W IS ALWAYS LOCATED LEFT OF THE DRYER ftES6 NOTED OTWRUSE. ALL E)CERIOR WALLS ARE DRAIW AT 8' OIJ LKE55 NOTED OIHERWLSE ALL INTERIOR AND CO'T,CN WALLS ARE DRAWN AT 3 IQ' LICES6 NOTED OTHERWISE HEADER FOR FIRST FLOOR 15 AT 8'-C' W 9'-4' CLG + SECOND FLOOR K AT 1'-0• WN 5' CLG HANDRAIL LEW SHALL BE 36"MANKED VERTICALLY FROM THE NOSING OF THE TREAD. 0) DENOTE5 EGFE55 LLRDOW ARIIOIDRN.R YIW % Z NaoEe wrorAEwlwa •Rv.m �- .NLTRB.RaRO ODA.COMRi rwruTAT.IR M04 nc+R.as.Ra OPT. BOOT BENCH DETAIL U.S. STONE VENEER — PER COT" SPECS F_4" 5' 4'' LANAI 9'-A' CLG, AFF. CONCRETE A C PAD LOCATION i G-w TA' 3' I I 25 I I 25 SH DINING ROOM 9'-4' CLG lg VWYL PLANK ITGHEN 2x6 WALL R 9'-4'CLG 3.4 0 AFF FAMILY ;X; ROOM o OvNTLPLarxD al 9'-4' CLG � I vrNYL PLANC 0 o � I o I II II — �fl JU 3'-5Y," _ _5i" S._10Yt" 5'-C' 4'-2" WALL HT. in 42' H. 2R4 OEEWALL — BELOW STAIRS d 13 Q A 10 9 8 1 6 5 41 3 2 DRY 1 V I vMYL PLG ti� 9 rc$ 1 IP R m i / 4LWaT5: 51 L TAD OJ T4: OFE CLG D (LEFTL LR� LINE OF p --7•ART ABOVE - � zesa � 20 TIN RATED PWDR G uF1 w DOOR _ .p 9'-4' CLG �fr II M vMYL PLAW M GARAGE WALLS CA WTH FPE LIVID 4FEp HavE ur• BOLLL. ON 5'%5' DRYWALL 5EP TION (MN. 2 -CAR BASER TE MN FIRE)GARAGE OPT. 3068 9'-4' CLG AFF. CONCRETE ENTRY W I „ 3010 TRANS I � 9 I e FRONT FORGH 9 9'-4'CLG AFF. CONCRETE ---- i SRFrt , AT 5'-0' M LWE OF 2TC FLA ABOVE 1'-0' OW GIMAGE DOOR I� -4" 21'_8" 6 0" 2-1-8" OVERALL RRST FLOOR PLAN - ELEVATION OX ECYE ur-,Ie vw7) �,x.,IVa" 45 A IMI"DEVELORERT CO ROT SCALE ,IEEE DRAMrA 'tRFT BULnrG OF"ATIOR MY CONTRACTOR AHD on PLANS BEFORE ODGTRGTIOI THESE DRAWWA CO NOT COWAN SPECFIC WOPUTION FOR IITT STIUCNEAL ELSIM (TO DE PRDVIOM BY D6HMR OF RFCOI®) ANY DISC EPAI ,DM*04, CRENTATCR ETCJ BETWEN THESE D"WA AND T" ASSOCYTED DRAWW Idb SIZE DRAWNGA WALL K REPORTED T CAlTRACTOR AT ONCE UD NO COI9TRCTION SHALL PROCEED LM CORECTED. THE CONTRACTOR AS$"$ THE IElFC1GE{61A TO IEET ALL REOAMMEWS OF LOCAL BWDRG OFFICALS 1 TO f11TPLY RRN STATE dILDK+CODES � uQJ Jim 4 e ? O �� lu LLL w W o u a 5x Q� r R ffi E 1 4".l FEWMM L J M mr. I RE VERSION: 5.0 .Ef,LEE FIRST FLOOR PLAN two —1.0 HANDRAIL 1-1/2" MIN GRAWAKE eIMDRAIL. I VA• nN TO fLM'/�N IL .1 .5E TG �Oi PL PROVIDE NANORAIL M C IANCE WTII TIE COSffNT APPROVED BNLLDNG CODE. STAIR DIAGRAM _C 10" FLOOR PLAN NOTES PROVIDE IR' (MN"r) GYPSi1 BOARD SEPARATION AT WALLS AND 54' TYPE X CEILW.5 N TIE GARAGE ADJACENT TO TIE MAN NGVSE AND ATTIC AREAS. UASHW, MAC 4K LS ALWAYS LOCATED LEFT OF TIE DRYER XES6 NOW OT1EFWdSE ALL EXTERIOR WALLS ARE DRAIN AT B' LMI ULES6 NOTED OTVERWLSE ALL INTERIOR AND C0110N WALL5 ARE DRAIN AT 3 IR' &LE55 NOTED OTNERUSE. 1EADER FOR FIRST FLOOR 15 AT 6'-0' N V-4• CLG I SECOND FLOOR 15 AT 1'-0' W7 6CLG NMDRAIL IEGNT SHALL BE 36' MASMD VERTICALLY FROM TIE NOSSY OF THE TREAD. (•) DENOTES EGRESS WRDADOW DOOERNAE10M O� FADAAL" DOOR I��FaDsa �u DODRI M1IMODD�d G �A - �HVAC RAISED PLATFORM NBE - - - �7-FRAME WALLS I NSLLATICN SJRFOUDRG W/(1) LAVE SNO&Rma• TTH RID -PI ,. ��• 5 5 BN - I RIS m u( TEMP R LREN-I WIG PRIMARY SUITEv L PLA PLANK 6 -0' CLG. FDBAARY VINYL PLANK, B'-0' CLG _ - VINYL PLANK � IRIS � I BEDROOM 4 0 B'-0' CLG i. VNYL PLANK 9 c4bm FROVIDIE 35' POST dl s -lo)i, 3'-8" 5-5 d I NOOK 42'KEEWDLL NOOK, J B Q it 10 9 B l 6 5 d B'-O' CLG T1 16 5 W J VINYL PLANK, NVAC ON RAISEDPLATFORI rc III WIC B'-0' CLG Q'ly n PER DETAIL B RIS 9 FRAFE WALLS ut a AW ALE'a", S1IRROUDNG SNOIIERrtIE • 9 ATTIC B n T� 2 x N IB' OL d' _ I R15_ _ ACCE55 - - L- - - -1 6'-0- CLG N& LATICN n VINYL PLANK IIY (1) LAYER TNERW-PLY OR EO)IV �B'-O' CLG VNYL PLANK, - �/O%A/o TFMP, N I BEDROOM 3 BEDROOM 2 m B'-O' CLG B'-0' CLG VNYL PLANK VINYL PLANK, — B/Ox /0 SN (•) 9 SECOND FLOOR PLAN - ELEVATION FJF RIGIPTJtiroOCToI EGYE: tlF'.ro RBv9 IMI AFN DEVELOPIENT DO NOT SCALE TWA DRANYA 4WFY BALDFG ORIENTATION 01N CONTRACTOR AND SIZE FLANS BEFORE CO STRLCTIfM I ESE DRAW" DO NOT CONTAN SPECIFIC FEO UTILN FOR ANY STRCIIJIM ELO•DITS (TO BE PIVVOED BY EIG EER O RECORD) ANY DBfiEPANCY (DPENSOB. ORIENTATION ETC) WMEEN 11ESE DRAW" Alp THE A960CIATED DRAW" AM/a SITE DIWIOW SHALL BE REPORTED TO CONTRACTOR AT ONCE AND NO COLSTRC1O1 SHALL PROCEED LNTL CORRECTED. THE CONTRACTOR ASS MS THE RESPON IIm TO MEET ALL REOAETENfS OF LOCAL BILLDNG OFFICIALS I TO COPLY ANN STATE BULDFG CODES W 0 J N fP oLu �0 �I � TQ ��� �D Q w � u � Q x Q� ry I mmm 4mm FIEWSM F 7 L- I M�IRI FM VERSION: 5. �TRIEE SECOND FLOOR PLAN ow, IA-2.01 SOME OM INFra(1m� 2GIE,R-,NPpeOq k� ZONE I ATTIC VENTILATION: (300 50 FT ATTIC SPACE / 150 FT VWILATOW CALCULATIONS REFLECT 50% RIDGE AND 50% SOFFIT VENTS If18 50 FT UNDER ROOF ATTIC / 300 W FT / 150 FT • 353 50 FT vENTILATICN SOFFIT VENT 5 50 N EACH ORE -RIDGE VENTS W SQ N EA 3.S3 50 FT . 50% • 196 SQ FT HIGH. 151, SO FT LOUT HGH VENT NG L% 50 FT a W 50 IN•28111 50 IN REQUIRED (3) OFF-RDGE VENT R W 50 N . AW 50 N LOW VENTING L% SO FT . W 50 N .2W 11 50 N REQU RED 2W11 / 5 • 31 SOFFIT VENTS (CORNIJOIS VENTED SOFFIT) ZONE 2 ATTIC VENTILATION: (3mo 50 FT ATTIC SPACE / 150 Fr VENTILATION) LN 50 FT UNDER ROOF ATTIC / 300 SQ FT / 150 FT . 41 SQ FT VENTILATION SOFFIT VENT S 5Q N EACH LOU VENTING 4150 FT . W SQ N •61b8 50 N REQUSED 61bB / S • 8 SOFFIT VENTS (CONTINUM VENTED SOFFIT) ZONE 3 ATTIC VENTILATION: (300 W FT ATTIC SPACE / 160 FT VENTILATON) 41 50 FT UNDER ROOF ATTIC / 300 50 FT / 1 50 FT . 14 50 FT VEN71LATICN SOFFIT VENT 5 50 N EACH LOW VENTING 14 SQ FT a W 50 N •2016 50 IN REQUIRED IO16 / 5 • 1 SOFFIT VENTS (CONTINUOUS VENTED SOFFIT) ZONE 4 ATTIC VENTILATION: (300 50 FT ANTIC SPACE / I SO FT VENTILATION) 00 50 FT UNDER ROOF ATTIC / 300 5Q FT / 150 FT • 40 50 FT VENTILATION SOFFIT VENT 150 IN EACH LOW vENTFG AO 50 FT . W 50 N .5160 W IN REQUIRED 5160 / 5 . 6 SOFFIT VENTS (CONTNIOU5 VENTED SOFFIT) 6 3' BOARD R BATTEN 5 p p SIDING • I6' OC. PER Q 5 5 CCII SPECS 12 ARCW SHINGLE 8' BAND ROOF (TYP) BOARD _ _ _ _TOP OF FASCIA_ hd FLR CEILING WINDOW LFE 4" HEADER TRIM 6' FRIEZE 4" COSI TRIM -. HORIZONTAL LAP SIDING V SWTTER 9 PER COF'M. SPECS IS. SWTTERS. TTP. r y - - 4'WRDOW SILL - - - - ------- 9ECOND FLR _ Q '� LINE OF 4/p PITCH AM PITCH - - Ul n FLASHING (TYP) ARCH 514W.LE ROOF (TTPJ v ('FRIEZE- 6' RAISED STUCCO bt FLR CEILNG TRIM CEIIII TOU5 STUCCO Oka l� PER DOI SPECS _ COACH LKaWT PER- COMM SPECS - - 0 STUCCO TRP �� �71 � �� i0 � StOPERV -NEAP '� ILO = El El = D SPECSO a a FN FLR ELEv FRONT ELEVATION RJR OPTION 3 samalm-,Hrn,lm KKR Mtwo q p 4' VEIN p 5 5M PITCH 5 ARCH SHINGLE ROOF (TYP) _TOP OF FASCIA_ 2.4 FLR CEILING L WRIDOW ME - 6' FRIEZE 0 � WORIZONTAL FLASNNG LAP SIDING — Ll La PER COI?1. SPECS 12 14 8 5/p PfiCW 8 _ SECOND FLR - 4' CORER v TRtM CA P bt RR CEILING - ❑ IIAHDOL LIME v 0 QT CEMENTITIOUS m STUCCO PER CO'M. SPECS FIN FLR ELEv REAR ELEVATION RJR SGXE u-rapmn 2nEE,Rr.INro" I OW a„ DEVELOTEM DO NOT SCALE THESE DR IM-L. VERET BUEDlG ORENTATION WTH CO/IRACTOR AND 5M FLAW BEFORE CONSTRUCT IOL THESE DRAMI DO NOT CONTAIN SFECFC /FCRWIICN FOR ANY STRICTUM ELEMENTS TO BE PROVDED BY Br4EER OF RECORD) ANT DBdffPANCY ,DP'EFL506, ORDITATM ETC) WIME. THESE DRAIRCd AND TIE A56XUTED DRAT I Rd In SITE SHALL BE REPORTED T GO WMACTO R AT ONCE ND NO CCNSTRCTICN SHALL PROCEED LWTL CORFECTED. THE CONTRACTOR AMI THE FESPO MLLITT TO FEET ALL IET' iEO1PEWS OF LOCAL BRILLDNG OFFICIALS 1 TO DOFPLY IFTH STATE BULLDNG CODES B U � J JN OT O�o W N �B � u a 5x Q� FI e IBHREBRE MdIM J —W. I FIE VERSION: 5.4 IIETINE FRONTIREAR ELEVATIONS i ROOF PLAN IIIIETF A-3.401 OOII A DEVELORW DO NOT SCALE TWM DRAWW6 VERFY MEOW ORENTATIO N Wiu CONTRACTOR AD STE PLMS BEFORE CONSTFAGTY)1 THESE DRNRY6 DO NDT CONTAIN SPECIFIC F*M UTON FOR ANY STRI CTUM ELEMENTS (TO BE PAOVIDFFD BY BGEEER O RECORD) ANY DISCREPANCY (NEW", ORIENTATION ETC) BETWEEN rIESE DRAMA AD TIE 455000TED DRAFRCA MWtl ETE DRALWA 6NALL BE REPORTED T CONTRACTOR AT BCE AND NO Q C06TRICT04 IW Y PROCEED 5 NTR CTOR AS ED. TIE CONTRACTOR ASTED. T THE R-PONST" To TEST ALL REOAIFENENTS OF LOCA TIILLDM p A, VE177 OFFICIALS A TO COMPLY 0751ATE BIADN" CL s 5 5/Q PI7I ARCu 5uNGLE ROOF (TYPE TOP OF FASCA Ind RR CEILNG }y J O �i•-i1 J N � _ URDQU LIFE � r M WMIZS DFG 4' AL CORNER TRIMLAP Q W O 0 PERCOMM. SPECS 9 �° G) k W > O J LL1� N 4' COFaTRIM FLA5NTNG W LL C Q S D Q aSECOND FLR i d SR RTLu - - 4 Qa CJAIEEP - 4t FLR CEILING �I YIFDCL LRE �N IBDEROE MIEM CET'ENTITIOUS STUCCO PER Q COFM. SPECS CETENTITIOUS - - . In 57L4:w STONE CAP lbPER COMM - SPECS STONE VENEER PER COF?T. SPECS FIN FLR ELEV LFFf SIDE ELEVATION RJR EDRE:INI"p TA� WANT tmlmpeOq N 0 � w a� � �w� p 4' VENT p O Q ESN: 5� QS 1E.'ii.l� M 5/p PITC14 V v w a 5/D PITCN J - 5/Q PITCu _ - _TOP OF FASCIA 6 0 O ARCH SNRGLE RJa (TYP.I - - LL 7rdFLRLEILSG HORIZONTAL LAP SIDINGPER CR J SPECS 9 EJ A' CORER } FLASNNG ram O C4/�/ O N = r. a 4 5 SECOND FLR C.,N 5@ PTCu - - - � r CJNEEP CJAEEP I. FLR CEILING wwou LRE CEMWITIOUS o 57UCW PER 9 ' STONE GAP - HI- CEMN7ITIOUS COW SPECS � STUCCO m L J STONE VENEER - PER COW PER COMM. SPECS SIHIIIR ME SPECS FN FLR ELEV - - - - VERSION: 5.0 RIGHT SIDE ELEVATION RJR �* M&IR•roQM7� SIDE ELEVATIONS DTI -3.41 BUILDING SECTION NOTES PLEASE NOTE: UESE DETAILS ARE STROUT ARCHITECTIRAL. REFER TO STRCTUPAL 51EETS FOR HOPE RFOR'LITION SECTM 54MILAR TO OTWR ELEVATION5 AND &D IGEG 2.6 EXTERIOR WALLS TOP OF FASCIA Tnd FLT7LE7L1FTi YAFDCTL LRE _ ro o SEcc c FLR v y, bt FLR CEILNG IIRDOW LINE FN FLR ELEv 12 12 5� PRE-MAWACTURED MISSES Q5 MSULATII. PER FBC AND ENERGr FORT SUBMITTED WITH PERI'TIT APPLICATION S _TOP OF FASCIA Fd RRZEILTG WNDOW LEE _ �e NOOK \\ j \\ 5EC4>0 FLR \ LRE OF T'-0' \ \ a 1 t RR CEILN& � LAUNDRY mNu29 IN FN RR ELEv LA CC"'ACTED. TER'TITE TREATED SOIL RNAPOR BARRIER BUILDING SECTION 'AN eaWE u-POp,a� BDAOOITUIDNN-NLEIPMIIhlYM ealr` vnrapmq BUILDING SECTION'BB' I M IMITa SM APN M 4LOPUT DO NOT 3CA F ,IEEE DRAMfA rWY MXDNO ORENTAnM Uri c[MRAcTOR Alp NIE FLA* BEFM OLMTRUCTION T1E5E DRAW" DO NOT COWAN SPECIFIC KORIATION FOR dM STRSTURAL E1EPS" (TO BE FWWDED BY BC04MR R REC4=2 ANY DBOEPANOY ,I)MMONS. OROWATO(M KIKM 1NESE DRAOA-A AND TIE AMOCATED DRAEKA• SITE SHALL H REFCRTED T CCNIRACTOR AT ONCE MO NO C"TNDTY}J SHALL PROCEED wTl CORSCTED. TIE COMPACTOR AULM TIE IMWON15MITY TO PEST ALL REOI.EI'EMS OF LOCAL OLRDM IaALS T TO COTTFLY WU STATE VADFA-a CODES r— (V 0 a� � la Z V O ) Ld U UwWO 0,00 o�LL yDJ_ gip= a/ Qccv2 a W)MN L J oEnlw: RE VERSION: 5.0 .sTIEEE BUILDING SECTIONS -4.0 ELECTRICAL LEGEND GAS GAS LINE RECESSED CAN LGW -4 CW COLD WATER [} 9-0514 MOM LED 0 ELECTRICAL PANEL 2 WALL MOUNTED LGHT ELECTRICAL METER WALL SCONCE Q' DISCONNECT SWITCH ---ti FLUORESCEIN LKHT .4 BULB $ SWITCH O FLUORESCENT LGINT w/2 BULBS 3 $ 3-WAY SWITCH ® VAPOR PROTECTED LrWT 4 $ 4-WAY SWITCH O EXHAUST FAN $ DIMMER SWITCH p EXHAUST FAN w/ LIGHT �] BUTTON EXHAUST FAN w/ VEAT N LIGINT CD DUPLEX CUTLET SMOKE DETECTOR pUADPLEx CUTLET ® CARBON MONOXIDE DETECTOR SWITCHED DUPLEX n THERMOSTAT OUTLET F� L7c)0 FLOOR OUTLET Ip DIRECT WIRE cli 6 GFI OUTLET T PHONE JACK WaGFI WATER PROOF GFI M) 6 OUTLET T MEDIA JACK CLG CEILING MOUNTED ® OUTLET CABLE Tv OUTLET zza ® 220V CUTLET DOOR CHRE5 CEILING MOUNTED ® SECURITY PANEL LGWT HANGIG CEILING FLOOD LIGHT MOUNTED LIGHT n n C-#=D CEILING FAN C- -D CEILING FAN w/LraHT U U ELECTRICAL GENERAL NOTE5 SWITCHES TO BE 45' AFF. RECEPTS TO BE U' AFF. - 42' F OVER A CANTER ALL WIRING TO BE M ACCORDANCE WITH NEC ARC FAULT CIRCUIT MTERRIPTER PROTECTION SHALL BE PROVIDED AS REQUIRED IN NEC 210.12(A) AND 5NALL BE INSTALLED N A READILY ACCESSIBLE LOCATION. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTOR. GR OID FAULT CIRCUIT NTERRIPTER SHALL BE PROVIDED AS REQUIRED IN NEC 210NA) AND INSTALLED N A READILY ACCESSIBLE LOCATION. IT IS TWE RESPONSIBILITY OF TIE LICENSED ELECTRICIAN TO INSURE THAT ALL ELECTRICAL WORK 15 IN FULL COMPLIANCE WITH NFPA ICA - NEC AND ALL APPLICABLE LOCAL STANDARDS, CODES. AND ORDINANCES PROVIDE INTERSYSTEM BODNG TREMMATION AT SERVICE LOCATION PER NEC 250.54 LU°TNIAIFES N CLOTHE5 CLOSETS SHALL BE INSTALLED PER THE PROVISIONS OF NEC 4I0.16(A) N (5) RECESSED LGHTIG TO BE AIR TIGHT AND IC RATED 100% OF TINE LAMPS N PERMANENTLY INSTALLED FIXTURES SHALL BE HIGLN-EFFICIENCY LAMPS REFER TO ENERGY CALCULATIONS FOR ADDITIONAL INFORMATION. PROVIDE THE REQUIRED CLEARANCES AROUND PANELS AND DISCONNECTS N COMPLIANCE WITH NEC 110201, ALL RECEPTACLES 5HALL BE TAMPER RESISTANT PER NEC 40612 THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) N A GARAGE 514ALL NOT SUPPLY OUTLETS OUTSIDE OF TWE GARAGE AID NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE NSTALLED FOR EACH MOTOR VEHICLE SPACE. AFCI PROTECTION - 210.12 (B) DUELLING WITS. ALL 120 VOLT. SINGLE PHASE. 5 MID 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DUELLIG UNI15. FAMILY ROOMS, ONIG ROOMS. LIVID ROOMS, PARLORS, LIBRARIES, DENS. BEDROOMS SNROOMS, RECREATION ROOMS, CLOSETS. HALLWAYS, OR SIMILAR ROOMS OR AREAS 54ALL BE PROTECTED BY A LISTED AFCI COMBINATION TYPE. INSTALLED TO PROVIDE PROTECTICN O BRANCH CIRCUIT. EXTERIOR GARAGE 200 AMP PETER MAN COMBO 00 AMP I'TdN LWG INTERIOR PANEL I I I I I F I 1 ,ti#s G 4,y AL 5ER CABLE � � a,L I \ � K,p�}-I DISCONNECT WVGF ..: �__. FLOG GROUNDING ELECTRODE " SHALL COMPLY WITH- 5EC 25052 i 0 ELECTRICAL R15ER DIAGRAM _ N.T.S. F GFI f 24' I E� UNDER 0 O _ CAB' b' IIYj" STRUCTURED O MEDIA CABIET TO G51 0 \ NOLWDE CAT5/6, r \ F COAX, USB WFI RAKER SPACE CFI ,n AND POWER VERIFY EXACT ef1 f 1�4 1u \ FEQIIREMENI, 2_7•' 1 0 LOCATION AND MOUNTING. NErlw $\ M \® _ PRIOR TO NSTALLATIpJ v CFI+42VEDIA\W 911- 0 Y /1 �) _2 C-Fl G'FI�41_' W 114?- 1. 4" / J LL�FI sa w' OPT. DEDICATED 50 _An!I4_-50NET'MA ............................................. - __ _. -._ 240V) F REQUIRED BQLODE I NIS I r WIP W. PART. FIRST FLOOR ELECTRICAL PLAN - ELEVATION V IICKE: W."h Tn IGME: UM1T'4W RI 4ml" DEVELOFMINT DO NOT SCALE UESE DRAIWA VERIFY BADNG ORIENTATION UTR O NTIItXTOR MO ORE RlM !BRAE ADONOTICOTIM DRAWYACMATI CONTAIN STIXCTSPECFr A EUE B T FOR ART pTR VVOM 15Y EW. (TO BE ECOROI 8T EISC EER C OF RrENSONANr DCAiPNCY RNfETw 01®IfATILN, 0 Ti aElkEw TWEEE OWW A NO THE DRA~ED DRAIRCR wa�w SITE pwR1 !ENCE ORWAND T CONTRACTOR AT AL-E R O NO CO1 INTL O N CTE4ALL PROCEED IML CORRECTED. IRE CONTRACTOR TOt*LSSM iAE R JIREM l OF LOCAL ALL REAI¢IEMO O LOCAL EULDAT OFFICIALS . r0 CART RRu p}diE WLDNB CODES i� U J J V) O Q• ZBm W � 0 > J W � � U � a a° 5x N (V 0 7� IF--1 v/ C) LL 04 Z M U ego R: o<° W s�vi F " !n J_ Fri Q = QNV = a F tncoN I L_ J OMIIR FRE VERSION: 5.0 ELECTRICAL /E EIEOTRICAL PLANS FIRST FLOOR �HTI IE-1.0_1 A WArN DEYELORW 00 NOT BCAIE ma DRAlwa - VEYFY RULDfG OREMATION VIM COMIRACTOR AND NIE FL" - EEFg1 ommiRCum um DRA10"PONOTOOTAN SPECNe Ifam l"fmMY NRIcnwL am*" (TO EE FWAM er BKNFER OF Mr-Ml arc DRCIIIFA CY (RrRIR O 1E, oY Rrtat aLltc MS: DRASNSS AND M Antllor WIN DRAWNAS SKALL E TO SHALLSE IC *0NT COMACTORSIXICIVI AtONCE!ODNO OGIRTRCCo SHALL PROCEED CORFECIED, M CONIRaCTOR aSRPFSM IVR IIESPgRCLRY TOT@T ALL PEaNWIM OF LOCAL RIRDM 0WAAL6 TO COIPLY ON STAIN NRDW CODES J J N Z�m m n A ai2'�7 V am F•-I 04 Q a FI B g GFI N CARBON — l ® Ilf1EStlB ATRSW 3CLG DISCONNECT 1 AHU W \ O cV r z2a GFIPIF — I _4„ , �— — LK� J Gfl +: 4.. �E---- -- -- __ __ ® ®j Rt L�w� I F1 O �WN gM V Vwo 000 C N d inc)N SECOND FLOOR ELECTRICAL PLAN ELEVATION V - SCNl TA'�iV'n 11O� SDuvr-FOpOq L J . RYMN: �SEI VERSION: 5.0 SSQRSE ElEC1AICAL PLANS SECOND FLOOR -]L-- SlII 1JE-2.01 ELECTRICAL LEGEND —+rw9 Gas LEE {� RECESSED CAN LWNT �.qAr COLD WATER {�} FLUSH MOUNT LED 0 ELECTRICAL PANEL Q WALL MOINTEp LKFStt 8 ELECTRICAL PETER � WALL SCONCE C� DUCONECT BWTOH FLUORESCENT LEiHT YA BULB $ SWTLN O RIk7FiSCEM LKeHT Y/ 1 BULBS 3 $ 3-WAY 61WTCH ® VAPOR PROTECTED L�Vii 4 $ 4-WAY 6WiCN Q IXSUIJBT FAN D $ DIMMER 9WRCH {i EXIWI6T FAN Y/ LK.NT 4 eurroN ® IXHAIBT FAN Y/ HEAT I LIGNi ED DUPLEX OUTLET ® SMOKE DETECTOR � OIIADF'LEJc OUTLET ® MONOXIDE DETECTOR � SIWTC�D�IFLEX (1 THERMOSTAT Y� F ® BOOR OUTLET DIRECT AAR£ Gfl PFI GFI OUTLET T F'HGE JACK v �Fl WATERPROOF Gfl T MEDIA JACK cEILNG noli+TED � CABLE TV OUTLET OUTLET Y' 2� ® 1i0V OUTLET DOOR CHEffB CEILMG MOUNTED ® SECURITY PANEL LKiifT r!� HMIGNG CEILMG � FLOOD LKaFR MOINTED LKlR n n C-#=C CEILMG fMl C-=C CEILMG FAN Y/LIGHT U U ELECTRICAL GENERAL NOTES SWTCFE6 TO BE 45' AFF. RECEPTS. TO BE D' dFF. - 41" F OVER d COUNTER ALL WIRING TO 8E M ACCORDANCE WTH NEC ARC FAULT CIFdCUR MTERFNPTER PROTECTION SHALL BE PFSOYIDED As r�anr�o M NEC 210.D(AJ AND SHALL 8E METALLED M A READILY ACCESSBLE LOCATION ALL SMOKE DETECTORS °.aIALL BE HdIPDWIPED INTO AN ELECTRICAL POSER SOURCE AND SHALL BE EQUIPPED WTN A MONITORED BATTERY BACKUP. PROVIDE AND SBiALL HOUSEWRAP BARRIER (TAPE ALL JOINTS) OVER EXTERIOR HOUSEWRAP BARRIER (TAPE ALL SHEATHING PER SPECSIEATMNG JOINTS) OVER EXTERIOR TO OVERLAP SHEATHING PER SPEC -SHEATHING TSB BIDG REST BETWEEN FLASHING TO OVERLAP RUMS UM HOIISEWRAP BARRIER AND RASING BRICK VENEER -TYPICAL IF 3 RIABEIQ® TRMBLWALL RUBBER®THRU-WALL FLASHNG. EXTEND U r FLASHING, EXTEND UR S -- VEIMCALLY W MIN VEFIICALLY (! MIN VERTICAL PROJECTION VBFIICAL PROJECTION ABOVE SIIROOR), ABOVE SUBROOR), TRIM _- _ _ TUBA ro oR115DE FACE ro OUTSDE FACE OF WEB HOLES AT COURSE OF BRICK BRICK - ABOVE FRAMING - 2P O.C. HORQONULLY = SOLD GROIN BERD THRU-WALL FLASHING NOT TO SCALE HOUSEWRM BARRIER - RBR TO DEAL FOR CUTTING COORDINATE I5N BUILDING FELT BARRIER AT WINDOW OPENIN('. APPLICATION WHERE BRICK VENEER 5 SPECIZ FOLD HOUEWRAP DOWN OVER HEAD FLASHING AND APPLY CORNER PATCH FOTIEDNG 1' MN BEYOND LATTER CUT INSTALL HEAD FLASHING OVBUM%NG WINDOW RANGES A MN. OF 2' -INSTALL UNDER HOUEWRAP APPLY JAMB FLAMING OVER SIDE WINDOW FLANGES -MN. ''ABOVE HEAD AND S OVERLAP AT SILL INSTAL WIDOW OVER SEALED AND RASH® PREMANUFACNRED SILL PAN BEFORE TAPING - FILL ENTIRE INTERIOR PERIMETER GAP W / NONJWANDNG FOAM OR SEALANT TAPE SEAM OF OVERLAPPING PLASTIC SILL BOOT PREMANUFACTIRED PLASTIC SILL FOOT WINDOW OPENING FLASHING NOT TO SCALE GABLE DO WHERE OCCURS REEK REVATIONS AND DEALS 12 SEE ROOF TYPICAL ROOF COVERING PER SPEC PLAN TYPICAL ROOF TRUSSES PER SPEC TYPICAL ROOF INSULATION PER SPEC TYP. INT. CLG. MATERIAL -PER SPEC REM TO STRU CIURAL FOR TRUSS TO WALL CONNECTION TYPK-AL NIB" WALL FTAH AND ISUATON OVER BLOCK PER SPEC TYPICAL BASE PER SPEC - DRIP EDGE PER CODE B COMA. SPEC h TOP OF CAIU. REBRTO BEVATON6 1 SI BLDG FELT BETWEEN HOUSEVRAP BARRIER AND BRICK VENEER -TYPICAL COMNUOUS MORTAR NET WEB HOLES AT COURSE ABOVE FLASHING -M O.C. HORIZONTALLY FOUNDATION \f/ POURED FOUNDATION NECK LEDGE L THRU-WALL FLASHING @ BRICK LEDGE NOT TO SCALE GABLE END WWRE OCCURS 12 REEL BEVATONLS AND DENS SEE ROOF PLAN iTPK:AL ROOF COVERING PER SPEC TYPICAL ROOF TRUSSES PER SPED TYPICAL ROOF INSULATION PER SPEC RUBS IO STRUCTURAL FOR TRUSS TO WALL CONNECTION TYPICAL NIBBOR WALL RAH AND LASE PER SPEC TYP. Nr. CLG. MATERIAL -PER SPEC - DRIP EDGE PER CODE LOOMM. SPEC hT,O.W. v RB&roELEVNONS FASCIA PER CODE B COMM. SPEC. TYPICAL SOFFIT RAH PER SPEC TYPKAI. WALL RAH ON FRAME W/ SHEATHING, PER BNATKON, PER SPEC TYPICAL 21 FRAME WALL AND SHEATHING - REFER STRUCTURAL RE& �� 2ND FP. NI roEEYATON$ - WATERPROOF WALL FISH TRANSITION VARIES BY ELEVATION. REFER DETAILS AND SPECS T.O.W. ,DINE - DRIP EDGE. CRACK CONTROL AND WEDS - REFER DETAILS AND SPECS TIE BEAM FASCIA PER CODE i COMA. SPEC. REEK SRUCRRAL TYPICAL SOFFIT FINISH PER SPEC TIE BEAM -REFER STRUCTURAL TRIM PER ELEVATION PER SPEC R CMU NOOK REFS! STRUCTURAL TYPICAL STUCCO FINISH ON ROCK PER S CMU BLOCK REEL SMUCR RAIL SPEC TYPICAL STUCCO FISH ON HOCK PER SPEC TYPICAL INTERIOR WALL FINISH AND INSULATION WAINSCOT PER EN. PER SPEC OVER BLOCK PER SPEC r VERIFY FOUNDATION PROBE VARIES BY WAINSCOT PER EEV. PERM LOCATION / CONDITIONS VERY FOUNDATION PROBE VARIES BY REFERSIRIICIRA TYPICAL EASE LOCATION / CONDITION; VERY DEAL FOR TERMINATION WALL PER SPEC R69RSTRUCTURAL RAH AT FOUNDATION PER EEVATBON A VERIFY DEAL FOR IEMWATON WALL �MATERIAL RANI AT FOUNDATION PER ELEVATION AN Vd Y MATERIAL FN. R It, oY FL REFER TO ROT PLAN FOR SLOPE CONFIGURATION REFER TO ROT PLAN FOR SLOPE - - CONFIGURATION REEK TO STRUCTURAL FOR TRIES IO WALL CONNECTION TYPICAL 1-STORY WALL SECTION TYPICAL 2-STORY WALL SECTION NOT TO SCALE NOT TO SCALE FRAMING SYSTEM GT/�1GR�SYT ABOyJ!6BN0\- CAS7 STONE SLL BRICKROWLOCK - REFER TO ELEV. BRICK SOLDER (OR) 3 BRICK COUR513RBER TO ELE. THRU-WALL MEMBRANE FLASHING WAINSCOT DETAIL NOT TO SCALE HOUSE WRAP OVER WALL SHEATHING - PROVIDE ENOUGH OVERLAP TO COVER METAL FIASNING AND THROUGWWALL FLASHING TAPE OVERLAPPING SEAM SIDING PER SPEC '12" BENT METALRASIUNG- EXTE D E VETBCALLY EXTERIOR SEALANT I CAST SFONE SILL OR BRICK ROWLOCK- REFER TO ELEVATION I BRICK TIE WEB HOLE TIRLLWALL MEMBRANE FLASHING TO FACE OF BRICK W/ MIN. 2, VERTICAL LEG. LAP UNDER BUILDING WRAP. 7ff STUCCO OVER FRAME (SHEATHING, 2 LAYER W.R.B.. LATH AND STUCCO) - PER SPEC PEEL L SLICK BRIDGE FLAS NG, SHINGLE LAPPED OVER STUCCO ACCESSORY VINYL PLASTER DRIP SCRIM - PER SPEC MALL PER MANUFACTURER'S WALLATON ► STRUCTIONS CAP SHINGLE - DO NOT STAPLE OR NAIL HOOF CEMENT SHINGLE ROOFING ON ROOFING UNDE2LAYMBNT- PER SPEC PEEL A, STICK BRIDGE FLASHING. OVERLAP ON TO ROOFING UNDERLAYMENT 6"W CORROSION RESISTANT BASE FLASHING - PER SPEC PREN6NGNEERED WOOD TRUSSES SEE STRUCTURAL AND TRUSS DRAWINGS FOR SPACING AND CONNECTION DETAILS NOTE: ALL ROOFING MATERIAL (PER ELEVATION) SHALL BE INS AILED PER MANUFACTURER'S NSTALLATON NSIRUCION. VERIFY ROOF SHEATHING WITH STRUCTURAL DRAWINGS ROOF TO WALL AT RAKE 2 SCALE: 3"= I'-D" RAY SR1CCO OVER FRAME (SHEATHING. 2 LAYER NUS. LATH AND STUCCO) - PER SPEC PEEL NL STICK BRIDGE RASINNG, SHINGLE LAPPED OVER STUCCO ACCESSORY VINYL PIASTER DRIP SCR® - PER SPEC MALL PER MANUFACTURERS WALLATION INSTRUCTIONS 'VFLASHING CAP SHINGLE - DO NOT STARE OR NAIL ROOF CEMENT CW CORROSION RESISTANT LASE FLASHING UP) PRE-ENGINEERED WOOD TRU556 SEE STRUCTURAL AND TRIMS DRAWINGS FOR SPACING AND CONNECTION DETAILS TYPICAL EXTERIOR WALL ASSEMBLY - SEE STRUCTURAL DRAWINGS NOTE: ALL ROOFING MATERAL (PER ELEVATION) SHALL BE NSULLID PER MANUFACTURER'S INSTALLATION INSTRUCTION. VERIFY ROOF SHEARING WITH STRUCTURAL DRAWINGS 1 ROOF TO HEAD OF WALL - SHINGLE SCALE: 3'• I'-D" RMI AI'N DEVELOFTW DO NOT SCALE t1EAE DRAW GA VERIFY BNLDM ORIENTATION UN CONTRACTOR AID SITE FILAS WORE CONSTRICTION THESE DRAUMGS DO NOT CONTAIN SPECIFIC WORUTI N FOR ANT STRICIIRAL ELBENTS fi0 BE PROVDED BY ENC VEER OF RECORD) ANY DB6EPANCY (MEISIOIS, ORENTATICK ETLJ BETWEEN THESE DRAWLS AID THE ABGOC"TED DRMUYd m SITE M"l BE REPORTED TO CONTRACTOR 4T RICE .YID NO CONSTRCiON SHALL PROCEED INTL CORRECTED. TIE CONTRACTOR ASSURES TIE R ESPONy1BLRY TO GEET ALL R:OI4fElENTS OF LOCAL W DW OFFOALS R TO C:LYPLT VT4 STATE BWLDNS CODES. 9 U � JN OP QILL, m0 ^>° W LL W m ,Cp (�( U Q 5x IT HBEfEBOB N�1 iENSgN& r- N O _ V W 1+1 g Z M Q U uw< 19 oaWO_j O N 2 d V%O^'JN F L J BVNUIR I AE VERSION: 5.0 IffTIQNIE MISC. DETAILS I@TIF -3.2 WWDMSSNMLLNNELMTfW WORMOMTWINWNIBNff A80Y MSDINNOWNB FM MUSHA LEODIRMOUSFERRIINTOFSTAW1.W WB IWLE1115C"OFALLAD 4WRANIMMTERUADBDS D LIETM MWFLOR79MMTEIt/4'?NDIROB6 ECIIOIML MEW ORWPWADEMWLW,NMAUPOSTSORMFE TBYINA HANDMSS SHALL BE NO E SMOOTHWWM NO STAIR AND NAM SUPPLER INSTALLER SWIRL SATISFY ALL Rum i I)SYM 831TAPPROVAL REMAREl"M FOR THE PRODIJIMTIEY PROVDE OR INSTALL GUARDRAILS IL NOT SE LEES 20D In BROILa a n TIMN WNHEIGHT ANYDIRECTIONANY LOCATION— 1AA k THE HADRALOONSINICRON I A LN:ABLETO FENTA IOW OFMM LHSAPPL!®NAWO EMM ATANY PONE AOSD THE TOP PAL O WAS WALL MVE NTENI DATE RASSOR AN MAY rN= b. iOPEN EN ORNAMTAL PATTEN NICH TMTAC DL41CM BPFBE GNNNNDTPASSTHROUIU THROW SSPI WY TFEGIWDRALODISTRICRONBFINLEABM NIOTPARS TO RESIST ACONCENTRATED LOAD OF200 LOSN ANY DI EC" TIETRIMM LAROPBIISAT THS DWIMM ILLUSTRATES THE STAI7IEAQ RIEI A BOiTOY BPECRC IIEERSOFTIE BWL E SUCH THATAF DIAMETER BIIIOSD (:fDENDI(NLYAN AD SM GINNOYPAIMITHROUML FORMING OItiRF ND CONSTRICTION HANDRAIL/GUARDRAIL CODE DATA SCALE: 1 IQ". 1'-0" FNIM MU FACE aw PLYWOOD TIEADB Z wg ya ¢w W N E GP PLYWOOD RIBS ME NOTCHED SWAM W TYPE TQYP. W AT ALL WALLS AND CH2D OF ENCLOSED USABLE SPACE UNDER STAIR O.TREADS SEE PLAN 314' TVP LEJ�ANSION FF GAP W 2X12 STRINGERS TYP. LANDING/STRINGER DETAIL SCALE: 114'• 1' 0' FIMIMPJFAM EO. TREAD: SEE PLAN SN' PLYWOODTIEAOS �g ¢w ant NDia®sIiIDBLp w N STWIIE6MINATEACH STAIR RM8 UN' PLYWOOD FAM SMUE VOIDED BRIDEITO SLL RATE L 9)ZK128TVN(ERSTYP. WnH FTRN I NG ANCHOM ✓EASE RATETO NAB WTM NOT PNB ALL WOOD N DIRECT CONTACT VIM COME M E PRESSURE TWATEDOR PRDPDE RIEMOII —M MM1E SEPNMTION A8 MOWED SY COOE FLOOR/STRINGER DETAIL SCGL: 1 V. I'-0' 11/4'MIN.-2'MAX. 11/4'MIN. ZMAX. 11/2-CLR MIDYAOD TOP RAL WALLIMDIETAT f4C. O.MAIL BALUSTERS SPACE) AT 4 W or- MAX bon STAIR MID WALL IATD HANDRAIL SCALE. I IQ`. I'-0' MATCH LEI ♦TURF OF BASEBOARD SI FRAIq - DIP. BD. IX 0SKFTBOARD 2TI2 SIMMER adSPACER SITYPTGW.BDATALL WAILS AND CEILING OF ENCLOSED USABLE SPAM MOEI STAIR SKIRT/WALL DETAIL SCALE: 1 14". I'-0" 314'1 GAP TYP �j SSTALIM(Fill iiI NSfA0F, FBESfOPATIE BPAII OF BRIIEi (3)W28TRNGBITYP. 44FTYP'X' GYP. E. ATALLWMLL8A D C9IND OF ENCLOSED USABLE SPAM UNDER STAR STRINGER/LANDING DETAIL SCALE: 1 IQ'. I'-0' (RMACAL UESE DRAQ* DO 1Y)t bC.LE TESE AIIN OF VERFYCON 1AlCTOR V UTE P N S BEF,1N.006TOL THE P146 DDRM GQ6,NOT T�EOCMANE oCFr W DO 110i N FOR N SPECFlC NLR,4,Ip, fTO ME SiNC,IR.L BY MOI re RO OE RECORD) DEW m DYA12R OF C IPECORDI ANT DNCIEP V rDrENKNS, D RAWWYM D Tu BETWEEN t1ESE AMW .1D TIE .bBOG.IED DR/444'R Nero. b11E 9TOR T ICE AIV N T ON5TMGT01t.r ALL PRO 1q CCN LNTIL OR0. ECTE TIE TAIL CORRECTED A ED S T CPI,R.LTOR.Y ME TIE FESPTW$ OF i0 MET ALL FEONALS A TO C LOCAL dAvw DULb r i0 DpFLY S, STATE IL dDbY CODES N O 7V Ir-�-1 bQ vJ O LL v 4 � QZ m 1 V v Lu a! o<o W =�:, Ef J � 0 O O } N 2 �(L E— Ftnc)N F- OWNIwt. I TIE VERSION: 5A BED— MISC. DETANS INffTA A-3-31 EXTERIOR FM CE06 SIDING OVER TYVw OR BMW HOUSEIVRAP OVER EXTERIOR SHEATHING AM FRAMING PER STRUCTURAL DINGS. E WOE SELF ADHERING, SELF HEALING WAIBPROOF MEMRRN E UNDER 2 LAYERS OF BUILDING PAPS! - TAPF/SFAL CORNEAS COMO" RESISTANT METAL HEAD HASHING WITH WRAPPED ENDS OVER LAM MATERIAL INTERIOR 6' WDE SEE ADHERING. SEE HEALING WATE SOOF MEMBRANE SHIM SPACE PER MANUFACTURES! RECOMMENDATIONS CAULKING —TYPICAL WIDOW ASSEMLY BSAUED WITH CONIM1016 SEALANT READ AT RANGE PRIOR M INSTALLATION NOTE WIDOW ASSEMBLY TO BE FASRM TO STRUCRXE PER WIDOW MANUFACTURES NSUWAIION REQUIREMENTS AID RECOMMENDATIONS HEAD AT FRAME WALL SCALE: 3°. I'-0' HOBO LAP SIDING, NSAWD MR Mms ImRucnm o/BINDING PAM o/ SHEATHING AS OCCURS m SIRUCTURM DEEMS) I STUCCO FINISH COAT o/ FOAM IRIM SEE EI VATION 1a WD.TRIM SEALANT — 2K RES DR. JAM JAMBSIRP — GARAGE DOOR OVERHEAD GARAGE DOOR JAMB FOR FRMG. PER STRUCRWAI DETAILS GYP. BD. 2z6 9 O TRACK ASSEMBLY EXTERIOR SELF AD6NG. SELF HENNC WATERPROOF MEMBRMESILL DAM-GOHIMIE B MIL UP JAMBS SEALANTOVEE_� RA ME R MATERIAL FINELR CBANT SIDING OVER 7YVEK' OR EQUAL HORSE~ OVER HJISEWRSHEATHm AND FRAMING PER STRUCTURAL DVM— NORQ LAP SIDING INSTALLED PER MM 167M LDM o/ BUILDING PAPER o/ SIEATHNG AS OCCURS (PER SIRUCRIRAL DEEMS) LAP BUIDW PMEt MN T W GSM DRIP EDGE HASHING 24 GA GSM DRIP EDGE RARNCr— ICE i WATER SHED AT COMM. EXTEND E UP WALL — W000TRIM SEE ELEV FM Sf INTERIOR WBDOW ASSEMBLY I SIMDED T READ AT RANGE PRIOR TO INSTALLATION CAULKING-IYPICAL ICJ WOOD DAM ►STALL PLYWOOD. PANSED RACK BEIND WRDOWS AT DODOM TYP. `/ NOTE: WBDOW ASSEMBLY ro BE FASIENED ro STRUCTURE PER WlOOY MANUFACIURELIS INSTALLATION REQUIREMENTS AND RECOMMEEXATDNS SILL AT FRAME WALL SCALE 3'. I'-0' FOR FRMG. PER STRUCTURAL OEARS GYP. BD. Ox6 h 2z RES OR. HEAD GARAGE DOOR GARAGE DOOR TRACK OVERHEAD GARAGE DOOR HEAD 13 I�M0T FINE! CEMENT SDNC OVER 7YWi OR EQUAL HFOUSEWRAP OVER EXTERIOR SHEARNG AND FiRAArU- PER STRUCTURAL DINGS. C WDE SELF ADH6IIX'. SELF HEALING WATERPROOF MEMBRANE OVER BOTH LAYERS OF BUILDING PAPER E TE TOR GRADE SEALANT OVER BACCER MAMISAL S WIDE SELF ADH6RK', SELF HEALING WATERPROOF MEMBRANE INTERIOR MSPACEPER MMDFACRURB' RECOMMENDATIONS CAU Mr-TYPCL WIDOW AAEIBLY MTAILEDWFH CONNUOUS SEALANT BEAD AT RANGE PRIOR ro IISTALIAIKDIN NOTE WINDM ASSB.MIY ro BE FASTBED TO SHNCTUE IS WIDOW MANEACIUR9IS RSALLATION VEOUSBAM AND TKCOM ME!"WNS JAMB AT FRAME WALL SCALE: 3'. I'-0' SIDING MALL PER MANE. W GRADE DG. PAPER 0/ SRRUCT. SHEARING ANT ITEM SEE BEV. FOR SIZE TY RDG PAPER o/ MOLSTOP RL LAP) 0/"DOW HIM AM NG GLASS DOOR AE SLIDING GLASS DOOR HEAD SCALE = 3'. I'-0" IMI"DEIELORENT DO NOT SCALE T1ESE DRA WA vERFY MULDKe ORIENTATION LNN CONTRACTOR AV IRTE axe EBOFE Q"MCTIDN TESE DRALRCA DO NOT CONTAN SPECFC NFOWIATION FOR ANY STRIICIIRAL EEPIEN" (TO BE P47VM By EWAEER OF IECORPI ANY DROEPACY (MfYKNS. ORIWATIOR ETC 14M DRNRYA A P TIE ASSOCIATED DRALKA I SITE DRASWA YWL H REPORTED T CONTRACTOR dT ONCE AND NO CONSTRUCTION SHALL PROCEED INTL CORFECTED. TIE CONTRACTOR A551ES TIE RESPO 501" TO TEST ALL REOAETENT5 OF LOGY BL LDN0 COLS F TO CORY VTW STATE ISADNS COVES l` (V O `7.J a z �S Cc cl O LJU �. Z � ISy Q U v Lu oN° � Dn J O = O O�} N = d Lu E-i tn cl) N F L 1111WINt. I FRE VERSION: 5.0 �mwm MISC. DETAILS swo -3.4 GENERAL STRUCTURAL NOTES: 1. ALL WORK SHALL CONFORM TO THE 2023 881 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 SECTIONSMETAILS, 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. C DO NOT SCALE STRUCTURAL DRAWINGS. IF DIMENSIONS ARE OMITTED OR NOT CLEAR, CONTACT THE ENGINEER. 7. CONSTRUCTION SHALL COMPLY FULLY WITH THE APPLICABLE PROVISIONS OF OSHA AND THE LOCAL GOVERNING CODES, CURRENT EDITION, AND ALL REQUIREMENTS SPECIFIED IN THE CODES SHALL BE ADHERED TO AS IF THEY WERE CALLED FOR OR SHOWN ON THE DRAWINGS. THIS SHALL NOT BE CONSTRUED TO MEAN THAT REQUIREMENTS SET FORTH ON THE DRAWING MAY BE MODIFIED BECAUSE THEY ARE MORE STRINGENT THAN THE CODE REQUIREMENTS OR BECAUSE THEY ARE NOT SPECIFICALLY REQUIRED BY CODE. 8. THE ENGINEER'S SEAL 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. CONCRETE/MASONRY SCREWS AS GENERICALLY SPECIFIED WITHIN THESE DRAWINGS SHALL REFER TO ONE OF THE FOLLOWING ACCEPTED MANUFACTURER PRODUCTS: SIMPSON STRONG TIE TITEN TURBO, GENUINE TAPCON, OR HILT$ KWIK-CON 11. 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. I I.POST INSTALLED EPDXY ANCHORAGE GENERICALLY NOTED WITHIN THESE DRAWINGS SHALL BE EITHER SIMPSON STRONG TIE SET-3G, OR HILT! HIT-HY-150 DESIGN CRITERIA: 1. BUILDING RISK CATEGORY =11 2. VERTICAL LOADING: ROOF TOP CHORD LIVE LOAD =20 PSF (REDUCIBLE) 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/RALCONY LIVE LOAD =40 PSF NOTE TO TRUSS & (JOIST MANUFACTURERS - ROOF & FLOOR SYSTEM DELEGATED DESIGN SHALL CONFORM TO THE FOLLOWING DESIGN STANDARDS. LOCATION I TOTAL LOAD( LIVE LOAD DEFLECTAL TION TRUSSES ROOF TRUSSES L/240 L240 U240 L240 1' !ROOF FLOOR JOISTS/TRUSS I U360 IJ480 115 1. MAXIMUM TOTAL LOAD DIFFERENTIAL DEFLECTION N BETWEEN ADJACENT PARALLEL C MEMBERS SHALL BE 5/8' 2. ANY MEMBER SUPPORTING BRICK/MASONRY SHALL BE LIMITED TO A TOTAL LOAD DEFLECTION OF LJ600 3. FIELDSTONE AE CANNOT BE HELD RESPONSIBLE FOR ANY STRUCTURAL ISSUES RELATED TO ANY BUILDING COMPONENT IF COMPONENT SHOP DRAWINGS ARE NOT SUBMITTED TO FAE FOR REVIEW PRIOR TO FABRICATION, DELIVERY, OR INSTALLATION 3. LATERAL LOADING WIND CRITERIA: BASIC WIND SPEED =140 MPH EXPOSURE CATEGORY =C INTERNAL PRESSURE COEFFICIENT = +/- 0.18 (ENCLOSED) SEISMIC CRITERIA SITE CLASS =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/HANDRAIL LOADING: ALL GUARDRAILMANDRAILS SHALL MEET 200 LBS (MINIMUM) CONCENTRATED FORCE APPLIED IN ANY DIRECTION. IN -FILL COMPONENTS OF GUARDRAIL SHALL MEET 50 PSF. THESE LOADS ARE TO BE EVALUATED INDEPENDENTLY AND ARE NOT TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD. DEFLECTION OF GUARDRAIL SHALL MEET THE CRITERIA SET FORTH BY THE INTERNATIONAL CODE COUNCIL EVALUATION SERVICES (ICC-ES) AC 273 -'ACCEPTANCE CRITERIA FOR HANDRAILS AND GUARDS' CONCRETE NOTES: 1. STRUCTURAL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE PER ACI 332'RESIDENTIAL CODE REQUIREMENTS FOR STRUCTURAL CONCRETE-. 2. CONCRETE PRODUCTION AND PLACEMENT SHALL CONFORM TO THE REQUIREMENTS OF ACI 332 "RESIDENTIAL CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" EXCEPT AS MODIFIED BY STRUCTURAL REQUIREMENTS NOTED ON THE DRAWINGS. 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', ACI 315R. 7. REINFORCING STEEL AND WELDED WIRE FABRIC SHALL BE PLACED WITH MINIMUM CONCRETE COVER AND TOLERANCES AS FOLLOWS: BIABdN-GRADE: WITHIN UPPER 2/3 OF SLAB AND 3/4- MINIMUM COVER AT INTERIOR CONDITIONS' 1-1 ' CONDITIONS MINIMUM COVER AT EXTERIOR 2 CONCRETE (FOUNDATION) AGANJST EARTH: 3- FORMED CONCRETE: 1-1/2' (#5 REBAR OR SMALLER) 2" (#6 REBAR OR LARGER) TOLERANCE: +/- 3/8" 8. REINFORCING STEEL SHALL NOT BE CUT, BENT OR STRAIGHTENED IN THE FIELD UNLESS APPROVED 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 D1.4 SPECIFICATION. CONCRETE NOTES (CONTINUED): 10.CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH AS FOLLOWS: FOUNDATIONS & FOUNDATION WALLS: 2500 PSI SLAB -ON -GRADE & CONCRETE BEAMS: 2500 PSI 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 318. LOCATION OF LAP SPLICES SHALL BE AS INDICATED ON CONSTRUCTION DOCUMENTS. 13.DOWELS INTO FOUNDATION SHALL MATCH SIZE AND SPACING OF VERTICAL REINFORCEMENT AT ALL COLUMNS, PIERS AND WALLS, UNLESS OTHERWISE NOTED. 14.CGNTRACTOR 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.) 6X6-W1 AXW1.4. WELDED WIRE FABRIC SHALL BE FURNISHED IN FLAT SHEETS (ROLLS NOT PERMITTED) AND SHALL CONFORM TO ASTM A4064 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 MANUFACTURER/SUPPLIER SHALL PROVIDE CERTIFICATION OF COMPLIANCE WITH ASTM C1116 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 1-12 INCHES INTO THE FIRST POUR OF CONCRETE. 17. PROVIDE POCKETS OR RECESSES IN CONCRETE WORK FOR COLUMNS AND BEAMS AS REQUIRED EVEN IF NOT SHOWN ON THE DRAWINGS. PROVIDE CONCRETE FILL AFTER BEAM ERECTION. 18. CURING OF CONCRETE SURFACES SHALL CONFORM TO ACI 308.1 'STANDARD SPECIFICATION FOR CONCRETE CURING' AND ACI 308R "GUIDE TO CURING CONCRETE'. FOUNDATION NOTES: 1. CONTRACTOR SHALL VERIFY ALL CONDITIONS, INCLUDING UNDERGROUND URLMES 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 6 INCH (MINIMUM) AND SEAL WITH ADHESIVE. 4. WHERE FOOTING TIN STEPS ARE NECESSARY THEY SHALL BE NO STEEPER THAN ONE VERTICAL TO TWO HORIZONTAL U.N.O. 5. FOOTINGS SHALL BE CENTERED UNDER COLUMNS AND WALLS UNLESS SPECIFICALLY DETAILED OTHERWISE ON THE DRAWINGS. 6. NO FOOTINGS OR SLABS SHALL BE PLACED ON OR AGAINST SUB -GRADE CONTAINING FREE WATER, FROST OR ICE. SHOULD WATER OR FROST, HOWEVER SLIGHT, ENTER A FOOTING EXCAVATION AFTER SUB -GRADE APPROVAL, THE SUB -GRADE SHALL BE RE INSPECTED BY THE GEOTECHNICAL ENGINEER/ TESTING LABORATORY AFTER REMOVAL OF WATER OR FROST. 7. CONTRACTOR SHALL FURNISH ALL REQUIRED DE -WATERING EQUIPMENT TO MAINTAIN A DRY EXCAVATION UNTIL 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. BACIFILLING: 1. DO NOT PLACE BACKFILL AGAINST FOUNDATION WALLS - DESIGNED AS SUPPORTED AT TOP AND BOTTOM - UNTIL BASEMENT LEVEL AND FIRST FLOOR SYSTEM ARE IN PLACE. SHORE AND/OR BRACE WALLS AS REQUIRED IF BACKFILLING OPERATIONS ARE TO BE CARRIED OUT PRIOR TO PLACEMENT OF FLOOR SYSTEM. 2. WHERE BACKFILL IS TO BE PLACED ON BOTH SIDES OF FOUNDATION WALLS, PROVIDE A BALANCED RACKFILL AGAINST FOUNDATION WALLS TO ELIMINATE LATERAL LOAD EFFECTS, OR PROVIDE NECESSARY TEMPORARY LATERAL SUPPORT TO THE TOP OF THE WALL UNTIL PERMANENT SUPPORT IS INSTALLED. 3. BACKFILL MATERIAL SHALL CONSIST OF CLEAN, WELL GRADE GRANULAR SOILS, FREE OF ORGANIC MATERIAL AND BE COMPACTED TO 95% OF MAXIMUM DENSITY, AS DETERMINED BY THE MODIFIED PROCTOR METHOD (ASTM D1557), IN LIFTS NOT EXCEEDING 8 INCHES. MASONRY NOTES: 1. CONCRETE MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530. "BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES- AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 530.1, 'SPECIFICATIONS FOR MASONRY STRUCTURES." 2, CONCRETE MASONRY SHALL CONFORM TO ASTM C90 AND RAVE A MINIMUM COMPRESSIVE STRENGTH Pm = 1,500 PSI U.O.N. MASONRY SHALL HAVE A TEXTURE SUITABLE FOR STUCCO APPLICATIONS WHERE ARCHITECTURAL DRAWINGS INDICATE STUCCO APPLICATION. 3. CONCRETE MASONRY UNITS SHALL BE LAID IN RUNNING BOND. 4. MORTAR FOR ALL MASONRY SHALL CONFORM TO ASTM C270 WITH MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. MORTAR BELOW GRADE SHALL BE TYPE M. ELSEWHERE MORTAR MAY BE EITHER TYPE M OR S UNLESS SPECIFICALLY INDICATED OTHERWISE. USE EITHER PORTLAND CEMENT/LIME OR MASONRY CEMENT FOR MORTAR. 5. GROUT SHALL CONFORM TO ASTM C476 WITH MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 2.500 PSI. 6. STEEL BAR REINFORCEMENT SHALL CONFORM TO ASTM A615, GRADE 60. 7. VERTICAL CELLS CONTAINING REINFORCING AND GROUT SHALL FORM A CONTINUOUS CAVITY FREE OF MORTAR DROPPINGS. 8. VERTICAL CMU WALL REINFORCING SHALL BE AS NOTED ON THE DRAWINGS. DOWELS TO CONCRETE FOUNDATION TO MATCH SIZE AND SPACING OF VERTICAL REINFORCING UNLESS NOTED OTHERWISE. REINFORCE CMU CORE AT CORNERS, EACH SIDE OF CONTROL JOINTS AND EACH SIDE OF WALL OPENINGS WITH (1)45 CONTINUOUS VERTICAL REINFORCING BARS.. 9. HORIZONTAL BOND BEAM AND VERTICAL REINFORCING SHALL BE CONTINUOUS U.O.N. LAP SPLICE REINFORCING PER THE SCHEDULE OR USE MECHANICAL SPLICES ADEQUATE FOR 125% OF SPECIFIED YIELD STRENGTH OF THE BAR. LAP VERTICAL REINFORCEMENT WITH MINIMUM DOWELS OF SAME SIZE AND SPACING THAT HAVE BEEN PREVIOUSLY INSTALLED IN THE FOUNDATIONS. DOWEL EMBEDMENT IN CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF THE CONCRETE NOTES. BAR SIZE LAP SPLICE LENGTH BEND DIAMETER ACI HOOK #4 20' 3" 10, #5 25' 3-3/4' 10" #6 34- 4-1/2' 11" MASONRY NOTES (CONTINUED): 10. REINFORCING BARS SHALL BE HELD IN POSITION BY WIRE TIES OR OTHER APPROVED MEANS TO ENSURE DESIGN LOCATION AND LAP. PLACE BARS AND LAP PRIOR TO GROUTING. 11. GROUTING OF MASONRY WALLS SHALL CONFORM TO RECOMMENDED PROCEDURE FOR -LOW O LIFT GROUTING' OR "HIGH LIFT GROUTING' AS OUTLINED IN THE NCMA-TEK 3-2A - GROUTING FOR CONCRETE MASONRY WALLS AND ACI 53WASCE 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 REQUIRED STRENGTH FM. BRACING SHALL BE PROVIDED IN ACCORDANCE WITH OSHA - CONSTRUCTION SAFETY STANDARDS FOR MASONRY WALL BRACING AND NCMA 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 (OSB) SHALL CONFORM TO "VOLUNTARY PRODUCT STANDARD PS2 PERFORMANCE STANDARD FOR WOOD -BASED STRUCTURAL -USE PANELS'. 4. ALL BEAMS AND HEADERS SHALL BE (2)-PLY U.N.O. S. WOOD SILL PLATES AND WOOD WALLS SUPPORTED ON CONTINUOUS CONCRETE OR MASONRY SHALL BE ANCHORED WITH 1/2' DIAMETER CAST -IN -PLACE ANCHOR BOLTS WITH 7' EMBEDMENT, 4- (MINIMUM) AND 12- (MAXIMUM) FROM END OF SILL PLATE(S), LOCATED WITHIN THE MIDDLE THIRD OF THE SILL PLATE, WITH NUT AND 3"0'4.229' WASHERS AT THE ANCHOR SPACING BELOW: MAXIMUM ANCHOR BOLT SPACING = 7-0' O.C. REFER TO -PRE-APPROVED FIELD REPAIR NOTES" SECTION FOR ALTERNATE ANCHORAGE APPROVALS. FOR OTHER ANCHORS NOT LISTED, SUBMIT TO ENGINEER OR RECORD FOR REVIEW. 6. ALL LUMBER IN CONTACT WITH EARTH, CONCRETE, OR MASONRY - AND WOOD BEAMS POCKETING INTO CONCRETE OR MASONRY WALLS HAVING CLEARANCES LESS THAN 12" ON TOP, SIDES, AND END(S) SHALL BE PRESSURE TREATED OR SEPARATED WITH AN IMPERVIOUS MOISTURE BARRIER. 7. STRUCTURAL SAWN LUMBER SHALL BE SPRUCE -PINE -FIR NO.1 /NO.2 OR BETTER U.N.O. WITH BASE DESIGN VALUES: F.= 875 PSI F, = 425 PSI Fr = 450 PSI F�= 1160 PSI Fv= 135 PSI E= 1400 KSI WITH THE MOISTURE CONTENT OF THE WOOD IN SERVICE WILL NOT EXCEED 19%. 8. BEARING AND EXTERIOR WALL STUDS SHALL BE CAPPED WITH DOUBLE (2X) TOP PLATES INSTALLED TO PROVIDE OVERLAPPING AT CORNERS AND AT INTERSECTIONS. END JOINTS IN DOUBLE (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: Fa= 1100 PSI FG= 565 PSI Fr= 675 PSI F,= 1450 PSI FV= 175 PSI E= 1400 KSI WITH THE MOISTURE CONTENT OF THE WOOD IN SERVICE WILL NOT EXCEED 19%. 9. STRUCTURAL COMPOSITE LUMBER SHALL CONFORM TO ASTM D 5456 WITH THE FOLLOWING ALLOWABLE DESIGN STRESSES MKNKXLAM LVL PARALIAM PSL Cl TIMBERSTRAND LSL E = 2000 KSI E = 1800 KSI E = 1300 KSI FB = 2600 PSI FB = 2400 PSI FB = 1700 PSI (') -'BOOZER BEAM 2.1 E' ARE AN ACCEPTED ALTERNATE TO PSL COLUMNS SPECIFIED ON PLANS PROVIDED THE'BOOZER BEAM 2.1 EIS 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 0.1 31"x2-1/2" COMMON NAILS AT 6 INCH O.0 ALONG SUPPORTED PANEL EDGES AND 12 INCH O.0 AT INTERMEDIATE SUPPORTS. 11. FOR INTERIOR WALL HEADERS PROVIDE (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 8FT 9FT 1OFT STUD SIZE HEADER SPAN (FT) 4 1J/1K iJ/1K iJ/1K 6 1J/1K 1J/1K 1J/2K 8 1J/1K 1J/2K 1J/3K 10 1J/2K 1J/2K 1J/4K 2.4 1J/3K 1J14K ��,J/3K 1J/4K ENG 1J/4K ENG ENG ENG WINDSPEED OF <= 140 EXP. C WALL HEIGHT 8FT 9FT 10FT STUD SIZE HEADER SPAN (FT) 4 1J/1K 1J/1K 1J/1K 6 iJ/1K 1J/1K 1J/1K 8 1J/1K 1J/1K 1J/1K 10 1J/1K 1J/1K 1J/1K 2x6 12 1J/iK J/1K 14 1J/1K ffi 1J/1K 16 1J/1K 1J/1K 18 1J/1K 1J/1K 13. WALLS SHOWN ON THE FRAMING PLANS ARE LOAD BEARING WALLS; WALLS NOT SHOWN ON STRUCTURAL FRAMING PLANS ARE INTERIOR NON -LOADING BEARING PARTITION WALLS. 14. LOAD BEARING WALLS SHALL BE CONSTRUCTED WITH 2X STUDS AT 16' O.C. MAXIMUM U.N.O. NON -LOAD BEARING PARTITION WALLS SHALL BE CONSTRUCTED WITH 2X OR METAL STUDS (18 GA. MIN.) @ 24" O.C. MAXIMUM. 15. STUD COLUMNS UNDER LOAD BEARING POINTS OF GIRDERS/BEAMS SHALL MATCH THE GIRDER/BEAM PLY COUNT WITHIN 1/2' TOLERANCE (2-PLY STUD COLUMN MINIMUM). SOLID BLOCK ALL GIRDER/BEAMS THRU FLOOR SYSTEMS AND TO THE FOUNDATION. 16. WHEN NOT SHOWN ON DRAWINGS OR DETAILS, THE NAILING SCHEDULE FOR WOOD FRAMING ELEMENTS SHALL COMPLY WITH THE IRC TABLE R602.3(1). 17. FLOOR SYSTEMS ARE DESIGNED BY THE TRUSS AND/OR WOOD I- JOIST MANUFACTURER'S DELEGATED ENGINEER AND BE IN CONFORMANCE WITH THE LOADS & DEFLECTIONS IDENTIFIED IN THE DESIGN CRITERIA NOTES SECTION. INSTALL PER MANUFACTURERS RECOMMENDATIONS, NOTES, AND DETAILS. FLOOR FRAMING CONCEPT LAYOUTS SHOWN WITHIN THE DRAWINGS ARE FOR ILLUSTRATIVE PURPOSES ONLY TO DEPICT FLOOR SYSTEM -TO -WALL CONNECTIONS. CHANGES TO THE CONCEPTUAL FLOOR LAYOUT SHOWN IS NOT PERMITTED WITHOUT A LETTER AND REVIEW FROM THE ENGINEER OF RECORD. PREFABRICATED WOOD (JOIST SHALL CONFORM TO ASTM D 5055. JURISDICTION SPECIFIC NOTES: 1. FOR PARTIALLY ENCLOSED AREAS, INCLUDING BUT NOT LIMITED TO LANAIS, PORCHES, AND BALCONIES A 12' (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 IN THESE DOCUMENTS. WITH KAYCAN VINYL SOFFIT INSTALLED IN ACCORDANCE WITH MANUFACTURERS REQUIRMENTS AND ICC-ES EVALUATION REPORT ESR-1495 THE SOFFIT WILL COMPLY WITH R703.1. PRE-ENGINEERED ROOF TRUSS NOTES: 1. ROOF TRUSS SHOWN ON STRUCTURAL DRAWINGS IN CONCEPTUAL ONLY TO ILLUSTRATE TRUSS -TO WALL CONNECTIONS AND DOES NOT SERVE AS A ROOF TRUSS DESIGN. ROOF TRUSSES SHALL BE DESIGNED AND MANUFACTURED IN CONFORMANCE FOR THE INDICATED LOADS WITH ANSI/TPI 1 'NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION' FINAL PRE-ENGINEERED ROOF TRUSS FRAMING LAYOUT AND DESIGNS TO BE BY ROOF 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 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 UPLIFULATERAL LOADS IMPOSED 4. TRUSS MANUFACTURER SHALL PROVIDE HANGERS AND CONNECTIONS ADEQUATE FOR LOADS AT ALL TRUSS -TO -TRUSS, TRUSS -TO -BEAM, AND BEAM -TO -TRUSS CONNECTIONS. 5. REFER TO ARCHITECTURAL DRAWINGS FOR TRUSS SHAPE, OVERHANG, DIMENSIONS, SLOPES, SPANS, DRAINAGE, BEARING WALL HEIGHTS, ETC. 6. THE POSITIONS, WEIGHTS, AND METHODS OF ATTACHMENTS OF ALL MECHANICAL UNITS, ELECTRICAL FIXTURES, PLUMBING, FIRE SPRINKLERS, ETC SHALL BE INCLUDED IN THE DESIGN OF THE TRUSSES BY THE TRUSS MANUFACTURER. SEE ARCHITECTURAL DRAWINGS FOR ATTIC ACCESS SIZE AND LOCATIONS. 7. SUPERIMPOSED LOADS FROM SECONDARY FRAMING (I.E. SOFFITS, PARAPETS, VALLEY FRAMING, UPPER TRUSSES, ETC) SHALL BE INCLUDED IN THE DESIGN OF SUPPORTING TRUSSES. 8. CONTRACTOR TO PROVIDE TRUSS BRACING PER BCSI-B3 IN ADDITION TO PERMANENT BRACING SHOWN ON THE TRUSS DESIGN PROVIDED BY THE DELEGATED TRUSS ENGINEER. PRE -APPROVED FIELD REPAIR NOTES: 1. MISPLACED DOWEL REPAIR: THIS NOTE DESCRIBES ALTERNATES TO MITIGATE THE CASTING OF REBAR VERTICAL REINFORCEMENT AT AN INCORRECT LOCATION. IF THE WALL HAS NOT BEEN BUILT: DRILL AND EPDXY #5 REBAR (36" LG.) INTO THE THICKENED EDGE OF SLAB AT THE CORRECT LOCATION. AS WALL IN CONSTRUCTED, LAP REBAR IN ACCORDANCE WITH MASONRY NOTES LAP SCHEDULE, PLACING A HOOKED BAR WITH 12" LAP AT THE TOP OF WALL WITH THE CONTINUOUS REBAR IN THE TIE BEAWBOND BEAM. COMPLETE GROUTING OF WALL. IF THE WALL HAS ALREADY BEEN BUILT: PRIOR TO GROUT PLACEMENT, OPEN THE WALL AT THE CORRECT LOCATION APPROXIMATELY 16' (H) x 4" (W) AT FLOOR LEVEL. DRILL AND EPDXY #5 REBAR (32- LG.) INTO THE THICKENED EDGE OF SLAB. LAP VERTICAL REINFORCEMENT IN ACCORDANCE WITH MASONRY NOTES LAP SCHEDULE, PLACING A HOOKED BAR WITH 12' LAP AT THE TOP OF WALL WITH THE CONTINUOUS REBAR IN THE TIE BEAMIBOND BEAM. COMPLETE GROUTING OF WALL. 2. MISSING/MISPLACED ANCHOR BOLT: ALTERNATE SILL PLATE ANCHORAGE SOLUTIONS INFO CONCRETE: A 1/2'x6' TITEN HO WITH 1-3/4" MINIMUM EDGE DISTANCE AND 6" MINIMUM END DISTANCE IS A DIRECT 1:1 REPLACEMENT FOR A 1/2" DIAMETER ANCHOR BOLT WITH 7" EMBEDMENT INTO CONCRETE. A 1/2' THREADED ROD SET-3G EPDXY 7' EMBEDMENT WITH I-X4" MINIMUM EDGE DISTANCE AND 7-12' MINIMUM END DISTANCE IS A DIRECT 1:1 REPLACEMENT FOR A 12" DIAMETER ANCHOR BOLT WITH 7' EMBEDMENT INTO CONCRETE. INTO GROUT FRIM MASONRY (GFCMU): A 1/2'x6' TITEN HD WITH 1-3/4" 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 1/2'x6' TITEN HD WITH 1-3/4" MINIMUM EDGE DISTANCE AND W MINIMUM END DISTANCE AT 7-8" O.C. REPLACES A 1/2" DIAMETER ANCHOR BOLT WITH 7" EMBEDMENT AT 4'-0" O.C.. 3 SIMPSON MASA SILL ANCHORS MAYBE USED AS AN ALTERNATE TO THE ANCHOR BOLTS AND SPACING NOTED HERE -IN ACCORDING TO THE FOLLOWING TABLE: BASIC WIND SPEED(MPH) MAXIMUM SPACING <140 6-0' 140 1'-C 150 V-3" NOTES: 1. MASA SPACING BASED ON NO MORE THAN ONE IN THREE INSTALLED WITH ONE LEG INSTALLED VERTICALLY ATTACHED TO STUD 4. MISSINGIMISPLACED 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 1-12", INSTALL NEW ANCHORS. 5. MASONRY WALL OVERHANGING SLAB BLOCK OVERYIANO REPAIR < 518" NO REPAIR RE 'D 5/8" < OVERHANG < 1-1/2' GROUT SOLID BOTTOM 3 COURSES OF AFFECTED WALL LENGTH >1-12' CONTACT ENGINEER OF RECORD FOR REPAIR 6. NOTCHED TOP PLATES & STUDS REQUIRING REPAIR AT STUDS: STRUCTURAL REPAIR IS REQUIRED AT STUDS WHEN A STUD IS NOTCHED TO A DEPTH GREATER THAN 25% OF THE WIDTH IN BEARING WALLS, OR 40% IN NON -LOAD BEARING WALLS; OR WHEN A HOLE IS DRILLEDIBORED TO A DIAMETER EXCEEDING 40% OF THE STUD WIDTH IN BEARING WALLS, OR 60% OF THE STUD WIDTH IN NON -BEARING WALLS. IF THE MAXIMUM HOLE/NOTCH SPECIFICATIONS ARE EXCEEDED THEN A STUD SHOE MUST BE INSTALLED. STUD SHOE REPAIRS ARE AS FOLLOWS: FOR 2X STUD USE HSS2SDS1.5 WITH (12)-1/4-X1-12' SDS SCREWS. FOR MULTI -PLY 2X STUDS USE HSS2--#"-SDS3 WITH (12)-1/4-X3- SDS SCREWS, WHERE "#' CORRESPONDS TO THE NUMBER OF STUDS IN THE MULTI -PLY. 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 1-12' WIDE AND MUST BE FASTENED WITH (8)-160 NAILS ON EACH SIDE OF THE OPENING. 000 Fieldstone . 3 C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERING: o. 86 29349 O IBRAHEM ELAYEB, PE P.E.# 91476 ■ BENJAMIN NIESE, PE .10 OF �� ' !��OR1D P.E.# 86025 05/15/2024 ,• AL DATE i f III `�•?G -1 16 so =€° g b�aa otlgoy. o 5__6E.Y-' e aa?a5= Michigan 3400 Auburn Rd Suite 200 Auburn Hills, MI 48326 +1 248.622.4035 Florida 12906 Tampa Oaks Blvd. Suite 150 Tampa, FL 33637 +1 813.466.3310 www.fieldstoneae.com N M a -W am Z V r) Q JLLI M W Q V) WQrr C) �LL U J�_� W U) vi < a: X 0 0- O O N L0 7 SWAT L J DRAWN BY: I FAE VERSION: 5.0 SHEETNAME COVER SHEET SHEET # SO.1-140 MMCW COLRA CWCM." CW ctLpm f CKW.MF. KM MNCNaLm MRCW C(LRA RMI RAN CW aLRA RAM fINMNI w IH616F.Nii. RM �6161I.Nii• wItNNR.INF,IMRARM M9R.IiF.191 M31r.NK.RA RM MM ¢ - U/RARM a-0' IDIE IMRARMI < RM R1.16 RM ISIE F.RA a-0 PUN M1.Caieffol R as IOIE y RlIINCE as > as RNIIaYa RWAOFIM CaaEEW0Is $ C RMIaYM Ia6IaINRA/Eo w c RIFIIaINRAN& § m o § m o CaCa1ElOOIMI § m wo > It10111A § m p MKIN ORM CMII C2MR)NIBRARM •/ :l". - m 0 aCEIEFaINRARM PLAN o LOOEIiRaa6RARM PLAN _ C) LdPER PLAN �)E c7 11 96 PLAN PER PLAN 1 WnlWRarWt9Calr.a PER PLANPER PER ,/{�py�p ������y 2STORRY ����/y,py /�/� ��p����/� ����/y�py COMMCOLUMN �1EXTERIOR MASM WALL FrG 11/01/2M RVM7LAY COL. ON SPREAD FrG. MASONRY CO 1 M COLUMN 2nS/2022 nrolnoz3 ry 1 ... rvu�. ... FMM-O70 FGM-030 FGM-033 fnN,NAt.SEPIARM f CW,MAf. NNF. RARM Ia•®MORCWNOa ��' /p11NNRalaNE f � _ 'ate - - - - - RNNIa10E -0-0' IO RNNOMaCW NOa '- RNNNYOE z z ?P _ ?- _ 1'-0' VNIM arWMM.a 1'-0' I IRCRar�NCaR.a ,•�•@ a1N1 1'-4 nIFI 2 STORY 2 STORY STP NMASONRYWAIL @ GARAGE 11/o,no23 FMM-040 rNAW R OF.RARM1 f ONl16C IBF.ORM 101/2' Ial®MaoW I0a Id1E0MaCWNOIX 0--V IOE IOl4 b IOWWRarWAMMON W0181I11" , @ ax RarplNC ff.a CIS 2 STORY 021011 `s••"•• 019100011 �1GARAGE DOOR K-CE7SM SILL 11101/2023 rw ... FMM-O80 00011RIPM 5 WaRANM a IN1R91!m Q He 1FLLtFle n RIIlhRAI&IRNI1� NI Wa NEIa3a�x NRWVALrrr.NLRAE a NRNtENNLrr.LaLItN1E MOOINuaaaRN{ IENANR aaAAWaO i WMTAB 1O w 7 3' a own 1f1� OC FORM R111UN Ia1l;UJlO. as IOi ,�RAN�p�o� aooE WFBPLM am ONIMIUNa. aBR31RM .�� PICK iN9MD UK -, 1L 1 a`. 3. on algalu, 1 ,. IpMCOa.aCNIRpiM 92 21S STORY Naw 1 NmRIaNIEE , , IItNBIMtaa 'YLMIONa1OM 'YI/IIC�IOM �y�p ryy�p �y 2 STORY 2 STORY , RLONNICKTHOW 2 STORY I/�U��� �� �p /��-WAW p��p� 7�,II/�U[�I� �� �p /��p�/� dLy� F07 L/11 LflR/rl W Vfl JI� 2nB/2022 �IV1 EMI SMW 11 NAM (NON FMNG) 11/01/2023 I rIM�L7�LY JL/1D 171YYN7L �EAILIR7) 11/01y 023 FMG-070 `/ FMG-080 FMG-090 Q SUARI II�®Nf1IIBI1N1 p E0WAT0RA WKE0 111TEL NIA ME IIaMEaa.IIW NNF.INF aN61 Wlr ufH�N WE INE INn10RNIL1raFIMRNENi6YL aRWENY1rP.T.tuRaE pap�MC, s3RaCN•6NWaIRrr NEaaMf.RaNNi NMUNa "RM "Off.a HWINfW 11ENNNf6AENNOiO� 0CIMPSIPUN Ra IN' NNI m l� Na610FaNBIIN U M CMN MIu I IrsARFaa.rM ••• , Cx"F91 M9NNaNC WOENiW WMaar.a ,�-O—,I• KM NIEIMonfilm 1911CfLoa6M RX00FROPM CNMf' LAP SPLICE RM WIMIMLOM IDREI®IMIIn�EOat1OILM '1NNLDMLDM WIN. PER PLAN &THV�UEMD SM@ INT. WALL (BEARING) 11/01/2023 &��REENED IN 01110 AES 11/01/2023 SR�!F ORCEMENT @ FTG. CORNEAS 11/01/2023 FZwo FMG-113 FGG-120 fO11,MHII.IiF. RAMN aICIMRARM FIl1NME FRERNOW MIME' MEWN kUV=RCRARM BEARING PENETRATION' CMU N Mlvi R/NINEYj RiEiRMPPE RIMROa IOah 410N® PCs&*, ROIt1B' 93CUMHa.RM MN "LFIF1'IOWNPRU 11/12/2021 FMM-130 4020 Fieldstone C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERING: 29349 0 IBRAHEM ELAYEB, PE P.E.# 91476 ■ BENJAMIN NIESE, PE P.E.# 86025 05/15/2024 DATE No. 86 _ �Q STATE OF 111111 °Pe 8 E SLUE L E��• ;�fi2sso€T xT;` o €o•b E Sh`a E fi�s Michigan 3400 Auburn Rd Suite 200 Auburn Hills, MI 48326 +1 248.622.4035 Florida 12906 Tampa Oaks Blvd. Suite 150 Tampa, FL 33637 +1 813.466.3310 www.fieldstoneae.com N M '7 Z W � r� V QQM > W Q LLJ Vi W 17 r C) O ty COLJL 04 J�_� W cn J In a" QDFE W 0: m } Q N = C7r,a CD N U) 7 J J DRAWN BY: I FAE VERSION: 5.0 SHEET NAME FOUNDATION DETAILS SHEET # S1.0 27F 1' e' 1 s-o• 1 a-0' ® Orr. r11 SCREEN as 24'x24'x1 Y CONIC. „ . R1 G. w/ 4M BARS AT .. lU OOM 1 Y O.C. EA. WAV § t SCREEN . ® OPr. p SCREEN � y 2-0• 1'-11' 3'-10' 3'-6' 1'-11' 1'A' 3'- 0' 3'.10• VERIFY M.O. VERIFY C M.O. I VERIFY O. VERIFY M.O. ni b 12-5 3/4' IT-Ir 6'-6 1/4' Rh \J R• a,o 7� Fa VARIE � aA vARI � 21'-0' m n LVERIFY J M.O. b a 24'124'x12' CONC, 00 ± rn FTG. w/ #4 BARS AT 1Y O.C. EA. WAY 0 m y24x24'x1 Y CONC. FIG. w/ #4 BARS AT y 4 - 1 Y O.C. EA. WAV ?P N N L---- - M.O. as VERIFY 21'.8' 27. r FOUNDATION PLAN - ELEV. 11J11 SCALE. 11-1 Q NOTES: 1. 3 1/2CONCREU TE SLAB ON GRADE OVER VAPOR BARRIER 2. REFERENCE FINISHED FLOOR ELEVATION = d-0- 3. REFER TO DWG SOA FOR GENERAL STRUCTURAL NOTES 24844'x1 Y CONC. -G. w/ #4 BARS AT 1 Y O.C. EA. WAY m b al OIRO Fieldstone C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERING 29349 D IBRAHEM ELAYEB, PE P.E.# 91476 ■ BENJAMIN NIESE, PE P.E.# 86025 05/15/2024 DATE \��� ��pM N / yj �•f STATE OFLORIV 111111 a gas'S 3�Eeye�Bar-�"fr�sa g�oFaE�oQao��e 3�€_sfioaa=s��Efi' �@5bss'fr�ex�8g� Michigan 3400 Aubum Rd Suite 200 Auburn Hills, MI 48326 + 1 248.622.4035 Florida 12906 Tampa Oaks Blvd. Suite 150 Tampa, FL 33637 +1 813.466.3310 www.heldstoneae.com N ui v �./ QQM � W Q LU J Cn LU 0rr — 0 IL (n LL U LU W In J Q) YZ cr li � } Ana (D N F-' 7 L -i DRAWN BY: FAE VERSION: 5.0 SHEET NAME FOUNDATION PLAN SHEET # S 1 a1 J]- 88Ft&OR/1T1) 8F16-OB/1T� BF32-OB/1T 25 SH w/ LINTEL RECESS 2868 DOOR LINTEL AND BOND BEAM LEGEND 1. eaa.w.roffrloaacarteaxxml�s.narouimsan. OON NWAROUOPEAMOFSINUCLUE E NNA11110VA LN'r1WNP91B111@1M ORA4RIM9Y W&F.. S LNTBSYMMIA(1r MSRYILDWT*MT4 KUIE PRE91PFW A BNOBSWSEV.rf UIEO. S GRIM DOOR LIMELH3WMAYNWEATX VMF0F4rFORALL LNIBBS ORGOTER TYPEDESN.ATION F • FETID IMIH W0X 1 U - UW LHl NYNMLY OF A IEMA AT BN10111 OF ■ ■ LMELCAVRY ■ B/1 T �F16-1 OUYMOYOFAIEBWATTGP Nommul GlIf NOW WTH 050 MATTOP W (V CONTINUOUS LINTEL OVER IBM c MASONRY COLUMN. DRILL 3' a�01IMFENFI)FIXIGPIOMEONWEL 1-1/2"CLEAR HOLE IN BOTTOM OF LINTEL row AND EXTEND VERTICAL a20 O REBAR THROUGH LINTEL. -aw iNIEMffBORpI0FI1MEL a" 0 lei 7-5/8` ACTUAL 8• NOMINAL HEIGHT BF34-16/1T 16070 OHGD BF16-OB/1T 25 SH 25 SH ■ 8F20-OB/1T w/ LINTEL RECESS 3010 TA 3068 DOOR (OPT.) 3F110B/1T w/ LINTEL RECESS 3080 DOOR - POUR SOLID 0 ' 8F76-OB/1T � FIRST FLOOR WALL/HEADER PLAN - ELEV. "J" ' SCALE. 1/4=1-� -_ NOTES: 1. REFER TO DWG SOA FOR GENERAL STRUCTURAL NOTES O0O Fieldstone C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERING: 29349 -� O IBRAHEM ELAYEB, PE P.E.# 91476 ■ BENJAMIN NIESE, PE P.E.# 86025 05/15/2024 DATE 4b i STATE OF F "/4`r10NAL C\\\�� £ _ 2 4 E 88om �w^S°v�M PSfrosi' g <^e$ ge E .�eiME::u!S EE 8S'"S . a x5:'2S' frcaooH2 Michigan 3400 Auburn Rd Suite 200 Auburn Hills, MI 48326 + 1 248.622.4035 Florida 12906 Tampa Oaks Blvd. Suite 150 Tampa, FL 33637 + 1 813, 466.3310 www.fieldstoneae.com N (~ I Zw 0Q r►� M ZV > W Q J J 0 fi O U Li w J U) En W U) J_ C3D2 <0cc W QN= C7Ca _o M ui � L�L l� DRAWN BY: FAE L_ VERSION: 5.0 SHEET NAME WALL/HEADER PLAN SHEET # S2.1 J J MSTCM40 MSTCM40 SECOND FLOOR W, SCALE: 1/4'=V-- MSTCM40 GIRDER BELOW HEADER PLAN - ELEV. "J" 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 05/15/2024 DATE F i No. Q STATE OF iS111NAL < wUtapn S°me4�9 I iI. E.°.'c:- "gDo e$�x: ®s`P.cP.EoaY°Ses 0 0 on a€s Michigan 3400 Auburn Rd Suite 200 Auburn Hills, MI 48326 + 1 248.622.4035 Florida 12906 Tampa Oaks Blvd. Suite 150 Tampa, FL 33637 +1 813.466.3310 www. fiel dstoneae. com N M � Z W LO � Z LO M Q Q M J J tr � O 0 LL U J J W U) J_ (j 2 frm>- W QN= ch N _o r L 7 J DRAWN BY: I FAE VERSION: 5A SHEET NAME SECOND FLOOR HEADER PLAN SHEET # S2.2J--J Is IN SLl 81.1 111 � I LOCATION OF PLUMBING DROPS (TYPICAL) \� U2 L02 II i L12 S1.3 — saa - (2) 1 3Wx16" LVL OR FL GIRDER PER MANUF. I I I A01 (2) 1 3/4"x16" LVL OR FIL 54.1 GIRDER PER MANUF. L18 L18 Sl3 SA3 3t, _ FM Sf.1 FLOOR/LOW ROOF FRAMING PLAN ELEV. IIJII SCALE: 1/4" '-U NOTES: i. REFER TO DWG S0.1 FOR GENERAL STRUCTURAL NOTES 2. REFER TO DETAILS ON DWG S4.1 FOR ROOF SHEATHING REQUIREMENTS HTS16 TO (2)2x4 BUILT UP —' /' �— HTS16 TO (2)2x4 BUILT UP COLUMN, D72Z w/ COLUMN, D72Z w/ (8)SDS 1/4"x1-1/2"TO (8)SDS 1/4"xi-1/2"TO BASE OF COLUMN & 112" BASE OF COLUMN & 1/2" ATR w/ SET-XP EPDXY TO ATR w/ SET-XP EPDXY TO CMU BELOW, 6" EMBED, CMU BELOW. 6" EMBED PER DETAIL L26/S4.3 PER DETAIL L26/54.3 i 11(f2 S1.1 ROOF FRAMING PLAN ELEVATION IIJII SCALE: 114°=1W NOTES: 1. REFER TO DWG SO.1 FOR GENERAL STRUCTURAL NOTES 2. REFER TO DETAILS ON DWG S4.1 FOR ROOF SHEATHING REQUIREMENTS IN I ORO Fieldstone C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERING: 29349 O IBRAHEM ELAYEB, PE P.E.# 91476 ■ BENJAMIN NIESE, PE P.E.# 86025 05/15/2024 DATE TRUSS NOTES UNLESS OTHERWISE NOTED ON PLANS: 1. ALL TRUSS STRAPS TO MASONRY ARE TO BE META16. 2. ALL TRUSS STRAPS TO WOOD TO BE SIMPSON H10A. WHEN INSTALLED ON EXTERIOR WALLS SHALL BE CONNECTED THROUGH EXTERIOR SHEATHING. (2) H2.5A TO BE USED TO MULTI -PLY TRUSS, (1) EACH SIDE w/8d NAILS MIN. SIMPSON H2.5A 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) SID C15600 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. DIMMER 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 dz�— no. a �0 STATE OF V 10NAL \V? 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 1` N M Z W V V O Q M JJ� C%i LllOE Q O LL (n LL J H U J (� W (n _J 0_ <�� W Q CJ = 0 n d M N _o F_ L_ DRAWN BY: FAE VERSION: 570 SHEET NAME ROOF & FLOOR FRAMING PLAN SHEET # S3.1 J STRUCTURAL SHEATHING, SEE PLAN AND DETAILS FOR ATTACHMENT 11/7 PRE-ENGINEERED WOOD TRUSSES AT 24' O.C. MAX. -OR- 2x BLOCKING AT 2x RIBBON BOARD SHEATHING EDGES w/ (3) ATTACHED TO TRUSS Bd NAILS INTO TRUSS w/ (3) tOd NAILS, 24' CONTINUOUS O.C. CENTER MAX. STRUCTURAL SHEATHING SPACING NAIL PER TYPICAL CONTINUOUS STRUCTURAL SHEATHING DECAL SHEATHING NAIL PER TYPICAL SHEATHING DETAIL TYPICAL TRUSS ANCHOR PER PLAN DETAIL AT TRUSS HEEL > 9 1µ• TYPICAL TRUSS ANCHOR PER PLAN NOTE: REFER TO ARCHITECTURAL DRAWINGS AND/OR TRUSS MANUFACTURER DRAWINGS FOR SPECIFIC TRUSS PROFILE INFORMATION. (i.e. HEEL HEIGHTS, SLOPE, OVERHANGS) STRUCTURAL SHEATHING, SEE PLAN AND DETAILS FOR ATTACHMENT PRE-ENGINEERED WOOD TRUSSES AT 24' O.C. MAX. TRUSS ANCHOR PER PLAN %rm FASCIA, (SEE ARCH DWGS)BONDBEAM PER PLANDETAIL AT TYPICALTRUSS w/ HEEL < 91/4- �'PWI0N11V11TA\I71 11101no23 NflU1T7 JNO; TO SCALE RWM-010 � wLLTETMIwBalfOr, wILTEr ■LrL=XKRAT 1MNIFDI1rOr, aNrrpw SFAlIrEFORM a601MERIMNI II/a007E7W1 7Nwl1w,l1LA M1w017wrpw LABa maLTanM1w IOBAFNBMww am a J wILTETIDaa1f0r, SGM OPLIIN IOE 691AbIB.Ka1wEAlgllw BBRAE1La601FElEMMNO wEAL71Be1wwlaf81C1.Ib1E MTNLIOIANOIBII 110�L k I11a1®1L aOL Owlllp IIFBwB3®MOa MIw9aLNOr,aOL 11 -a- aa0L9EIMSBONEFD®rpE alLwaLlwaAMAD®AMlwr 11LUMonas pwLLM1,LIror,oBlBllw fAOE 07MEI7REaCM1rLaBlMaEIYL 181111C1aBM11E MDl 0]MENafwCllNLaBIMrIB 71l FBITMf11La6m1B®L FMMaE181RM IMraEla M7MATMIwIIH>I1If IIM EBCMIYLawlaLglffRMNO MWRI11 1TA01BR 11ESwfBwmmiw ffyu WE VANDOFBMLNI R1wE181RM iQ FMAJEMaaq ODIINEIaBELwsBirIiiswL ISOTMpl/DMIXUL Val E9LAT7'IIrYLA1wr18i<I W TAIwAaOlr: /LLf.wUEAE®�AIIEBf.wLBaIE/wiQilEBa IEIw► 7ERLLQw1aEEfL®10107a1m17aM7t a M.L1R1111.071E,7011aEIW.l1B01Fi111000EEA1Lat w.7rAi70vElEU1D�L1E1E411>•®7E11{MiL 1="Mww11 1EaEf.101DMEalEi0ilE1E1 AEI17N11N0LLlANMIMArAf1D071B1a1101Aa FA. fEErFmlwosnouwlEemw®7wuwr. a MEL1fRD11Nw10A11017NwA1RMw.wrWNi 071NE7AID�L1wE900r®fwl{71R. &MM ON FRAMING 11/OI/2o23 RW W-020 4° 1, H �4'-u' // 3. +l- tµ' 3µ' 3/4' +l- 1µ' +/- 1/4' 20`-2 0°-25` 221/2° 221/2' OPTIMAL OPTIMAL A�-5 221/2' TRUSS OR SSORPTI RAFTER TRUSS OR RAFTER TRUSS OR RAFTER 30` RAFTERSDWC7560(2) SDWCI5600 (2) S�O-R= 600 (2) SDWCI5800 T m 0) IDOVEPHANG OVERHANGOVERHANG OVERHANG PER PLAN PER PLAN PER PLAN PER PLAN 1/2'-1 3/4' 3/4'-1 1/4- 311'-1 1/4' 1/2--l' 1/2'-1' 1/2'-7/8' 1/2'-7/8' EML�(>dfYMiBIA EeLL81L:aalaLMnae DOEFaLCo7FEURBBrA OOLEEaC00Ba1a1B1e 1DIEEaccaFE7Leo1D (wwORiTROIFRB) (win" limpal lowawm"Im (ww011w"No1C) souLLMD§"T OMWBLNmTCPRAlE IawLMQBIlanmxmlxAm*lm WUUMwIN11MPMMMINMNFT91 wwLTWOOTOROMO IaINLMlMLE1WR10EEmM1aEYFT81 MwMfi81 ims RD3 R TO DWU MP MTE JMEW WNNEC MN 11101/2023 RW W-030 CONTINUOUS CONT. 2X4 (MIN) w/ STRUCTURAL STRUCTURAL (2) 1 Od NAILS SHEATHING PER PLAN SHEATHING, SEE PLAN FOR 2X4 OUTRIGGER AT 24- O.C. REQ'D , ATTACHMENT OVERHANGS GREATER THIN 15'. 1 Od TOENAILS @ AT TO GABLE DROPPED TOP CHORD OUTRIGGER TO 8' O.C. TRUSS TO (2) A35 @ EA. w/ T1P TRUSS CONNECTOR PER PUN TRUSS w/ (3)10d HORIZONTAL BRACE, TOENAILS TOP PLATE ONE EA. SIDE WALL FRAMING ALONG TOP PLATE STRUCTURAL DROPPED TOP GABLE WI OUTRIGGERS PER PLAN SHEATHING PER PLAN WOOD 2X4 BLOCKING @ CONT. 2X4 (MIN.) w/ REQ'D AT 170 MPH OR GREATER EDGE NAILING SHEATHING EDGE (2) 10d NAILS IN LIEU OF BLOCKING AND w'/ 121 ,Od @ RA EDGE NAILING SHOWN END TO ADJACENT 2X4 LADDER FRAMING AT WITHIN THE GABLE, IT IS TRUSS WEB 24. O.C. REO'D AT BLOCKING AS REWIRED ACCEPTABLE TO USE (OR BOTTOM OVERHANGS UP TO 15'. FOR BRACING BY TRUSS 'EDGE NAIL SPACING TO CHORD NAILING ATTACH TO TRUSS TOP MANUFACTURER. PERMANENT TRUSS AS SHOWN) CHORD w/ (2) 16d NAILS BOTTOM CHORD OF TRUSS ( BRACING PER TRUSS TO TRANSFER LOAD. AT 1 e• O.C. 2X, BLOCKING @ SEE REQUIRED MANUFACTURER @ 1O-0' TOE -NAIL GABLE TRUSS w/ SHEATHING EDGE w/ VERTICAL WEBS AS BRACING PER TRUSS MAX. SPACING. EDGE NAILING (2) 1 Od @ EA. END NOTED IN THE MANUFACTURER (WITH BLOCKINGADDITIONAL FLAT 2X4 SHEATHING TO ADJACENT STUD FRAMING SHEET A -A A -A (i.e. BSCI REQMTS) EXTENDING A MIN. OF (3) SPLICED SHEAT1Mq TRUSS NOTES TRUSS BAYS PLACED BETWEEN PERMANENT (3) 1Od NAILS @ (3) 10d NAILS @ TRUSS SPACING EA. TRUSS CHORD EA. TRUSS CHORD 11awwR11AEr1ROL1NNOBIw11NfI (RESULTING IN 5'-0' MAX. NAIL BOTTOM CHORD YQriNREaB6NDTB®.IDIOIIIDLa OVERALL BRACING) RUSS OF GABLE Tw/ a1MESFAWWTRw,Ml100NO 12d's AT 4. O.C. aDOrB01BIR10E HORIZONTAL 2x ffli❑ Muerpwfuxlwa ❑ MASONRY BLOCKING BETWEEN BIIS ��( ' A35 �' A35 ;' Y�m,�011118EAKaRY®�FwP�YI FIRST 3 BAYS OF SEE PLAN FOR FRAMING TO pRawasaworar. WH1A f f0Y11111,HNJN aFAMrEM91FUN A�IVfODD'1 ATTACHMENT OF ALL FOIIE®6WSwl1®GOBIMLHRNIAIDMDL PERMANENT BRACING REarwalwarar, IUIMMLIBF. a �- a STRUCTURAL SHEATHING. w/ 10tl @,' O.C. R06 TRUSS VALLEY SET OVER FRAME 11/01/2023 Rob ' NG @ PffMDICULAR BRG. WALL ""EAR) 11/01/2023 Rog 113E END TRUSS BRACING DETAIL 11/01/2023 NOTTO SCALE RWG-060 RWM-080 NOT TO SCALE RZO90 VARM BATMOLrpw NRxME IGUNK M TMMELSOMIN MFSwBi®MIBATVOr, q�lE aE01rE181RN1 f011AILONNR71M31L IEANATa007E AOF. R07 WALL BRM @ NDIATT7. W. WAIL ,1/01/2023 RWM-070 LTA MEBwB3®ML MATmat T•aMGw 7- T•NAIOE T-OHME am 7 C l=, �7r 1 C C'� C LLa IBM 1oa C � CI man BwEIiB — — 9 BOSIO N GW 1 Mlw81WFUIRNI 1LDLFLIWIaB an WFMB M E"Ift 1 : 1 i OWE MN> momaw" N1fl( aawaw m for, far, for, a 111f1w nL: ILR tfM LMFD L1BIMaB a waRSD m for, far, for, LfDI: 1Lrraw ILMFDaBaME NM I.LOBI--OFIW B10ElBPBUMMM TM ORMRFAFP117L L mM trA0L1N7oN4LwoM31(reFBBE1u a111asa iLMMSaEA6lND1MEL9aLAMFEIOGLIdEMOFLaBOIT01Ef FalE6FDw EfLE 1Bw • f 1tiE f � IBE • 4 mE E 1LM 1Ow • f wE E fw IBIE . f IDE � B9Bi®10aIB0T18wATX Ob WR �wa OEMIITOF I� MIwlORYr I� l7®1 p W �,1M1F LOOMON, ISpL 1EN117a a N1N>Q W L11101M a 7eE w Mx aFwu A i�vn,-u a p MIRUMINIB,T.I®mm 0-- n►mcmuml momhlmpIN+R081 B7FQEEkA LOfM � p111r,:wLwaNM 11011nA7FAIAW 00m17a60E 1. MF WLLE1aMBELDwn MMUTUM1,INtOW.. L IUTAG MONIRL111LTTl1w)IRG1M FFBDoDIEIOaMMOMw 6LIEOMWRM aN0W0FEWB0NRwL19EIIIXM 8MF SHEATHING ATTACHMENT DIAGRAM - pmFEDFwrxmg 11/01/2023 MISSEDTW $TRAP REPAIR 11/01/2023 11101/2023 RWG-1R1310 NOTTO SCALE RWM-130 ORO Fieldstone C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERING:G 29349 O IBRAHEM ELAYEB, PE P.E.# 91476 ■ BENJAMIN NIESE, PE P.E.# 86025 05/15/2024 DATE Ii1,1111111/l// \ G_ No.860 _ .,Q STATE OF FXORIDP' •" X CG �\ 11111 ��aaa��'oP1�es�8 §afi61s§§$o�gxo 3ofi€o?EfraFQ�12 3€� a a • _ 0 0 _ eEe 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. li eldstorleae. com rN� C •'2 0ZM �0 Q J Lh zV J J ,-1 LLI rr Cn Q o LL (n LJ U U �tn W In J [L] Er 0} QN= }[r-. c7 r, a O_ N DRAWN BY: FAE VERSION: 5.0 SHEET NAME DETAILS - ROOF SHEET # S4.1 f1 LOWNFBO Orrat AIBIWNTB11fMsmOrRIID OIL 1600118 OON3f IVgMDOOI�ff IB1rM.A W1ASNOM EXTERIOR WALL SHEATHING fwlEaimlmP4 � rMamENfNe Fr as � iRfNBfNB Y r0A x0G am MBIFMENQIB IM 1 O 11WI MINALL fB0110B1B3 s 1< w YBIEwI®EFNIOB s OONEIYL.Ex100 VNa0W0 MsoiemaAswufwRa DINWI WALL SHFATHNG NBNfBI®1m M4 Ml INBB1ffIM110 IBD fMIO ROMB raw 11UNFA" Y r04 IF= MLLO® � s ar NND1NlMFAI016 y� FROWAIRTIP. ���l/� S1VlFlfl®E F SFrae Pmeaw"s IWALSHEATHING DETAIL 11/01no23 ,GABLE END SHEATHING DETAIL 11/01/2023 v Z2 �JNOT TO SCALE WGW-010 NOT TO SCALE V; -020 mllEhwFLME IowwFl•oEBETSBSIBnlsnoa I01911NOI.RM wFWE 0=00aEMBaMAIDW.I PmEon • MMNfVNNOIs mNNomma 6 P"PETASEffFWf e MPL l mNVOlf1 9NMKRM OM MEOIMIOIO M PMKMa M901814wuams"t now OONFIIwRlOE w"11100V0EIW9IB1asMa hlRdxICI0PN8BBYL RWENW ORM WIrf 4'a1N101 IBB ONOIBIFUN oNBILEwlorr. IIEfOr®m1NNSFBII1fIFf 1rOG Yq/OfONM111Ra llwf P81 FtMpraaAM AlM1f NCFwU1N111NAMDAIfiY.I piaiawj NVI®IDIwN34Yr19TNVE ILTMW N® M NIO1 a1w sNM ImIM Mx1 Or <IO N IFT Iers MWI iFr um fFA110PBIRIN QFN11WWOIa/WIM.1u1s0M1mfelEf 0111112, lum m 1mYR01 f® xM Iofatwr c1aMl Irt OFIQr*wtl•wlwf11M1 ID' dWlNl IR MNrwwfi-wWsfasFMxllBl dow EFT �r�wtl uE1N1f1NBl P/awFUAE 0E11LNAN11 r rffJIMMPIRKIN OEM, on it I I I II I I I I II II I I II I O hMOss!MOBP81RMfgi6 -� I,,1��I�p �yyI �.�yy� M.uln STD HEADER CONFIGURATION Nf1mMaNFao1 �a01M�MBBrtOpmptTAB11DNYLEamIIM®FCAAIRCFVIE WIE191alLEBalf IMBED AAUDOMwu TYPICAL OPENING 0 WMNG WAIL IMCNMLefalfssaDA1B1 WWEWWRT.NLPWE P81MN IBM Muolsousaawftaff ENLwI 1DWIJAA �YQ NMLLIY�gIMM1E16ff OGMTI11010 IE ff 1E rNL RM w naL1 NM w®IEaN vsOfoBIalLTx. mawmwIWIELT nam MKO IEMH1PN11M f IIE.IMAIM11N1W. A�EBSMmMmM�mIVBB1R IBIRML 11NYaB V90AMWONOMs1 M RIM ONa00adIm.7N. QumNRMT0R1mM1nfF MRS* Wawnae A11xxFtElfIs1RAVN8 � 11WAEAwIiIIL1ItRr1 NEA ZWEAV1Ps1ME W ML'MD Na 1maaCLA xM aw 1mYf <Wwlf 41FT MIN <WIVN 1rt IMP, MxFI 5Fr WON LL7=WvmIWR M IAEOWI <Ww Or CFWxIA <WWH OFT NWWLi- MIIN /rt CFMA18 'MRrMMw1D4UaI WAIm1WsM1W1D f101•A M.INN J fOmfIRa001B1f: IIpMdP.i.aQAMn1U IINmD aOaM wKffM1fTK8frMO = h P.T. NOL MA x ac IBwmt aaa rAaPAlu FIpI a0W NIWOVFORM MOW NFM I001N60MFIIFIaaIRmUfTMRD1IL g ■ICONE •; amw IIaMFA Rama Dow NafREMofxacaNNlBAet WPa0r1011MALUI&1Of FNEyKlTV. ALT. HEADER CONK UMTION �OIMOYOp1El00NH7Ea IBrN01N I W IAIIDIAAmM9MT101� PAM 1 WGW-050 NLFIM, J EOaNpIA901BR: haffl®INQIAY16pN/ timm Naw11101a<1w•vl+rweuWAsaenfr acEaoc RalfoMoxoAFllsfmLr,wBfENB1 aaamaPNFINa NAWCrN"M O .. MTBIWB haMlFFrtsualOffaNr NAAaF1WEllontaualrTNaaf rFFaea •• Psk NFa11 FLM h60rIOIno L PIRMPEEAMEOM Lj c PII9QERVOEOFIWE) s ppams0� q91� NFaNNIR1IUN h60rIOIlU0ENY1p10Y1t WIN LLs. r5 • rO11MILe0DEWE100.IBF. FMIUW EMNV A aLTVt1E1�<tw•LFXYWIIfpNa frNO1BmMOxoGIBWABIr,w ef®IB1 slo R1EN191 MWxoO FBwfeLafamansuFUTLMO YaOBfIBIINSIM90011110 L o�� IIIIOVCtLLTPDIN o" o•\ o 8 o OEM w/ UPUFT PMUMMm_11/01/2023 %1„LOAD BEARING WALL W/0 UPUFT 11/0112023 FRAME WALL ON MASONRY WALL 11/01/2023eTVffA WINOW ATTACHMENT DETAIL 11/01/2023 DOOR ATTACHMENT DETAIL 11/01/2023 El��MAIL "BIYIDVAiRFNRF1) WGW-105 `/ ... WGW-111 ^1 rr 1 ... WGM-121 r. WGM-140 `/ d WGM-150 QIBMICWYEL alw3 BIIWIBLum VIMMIUMD1018AONrw1f TURMNrlfZW&NTIlBI NDsrr YMBfQ1rOG1YMIfffwMA } INIOIaPIMNsffwlrwgNr ww@rOGsWl® wxar RNETO W 10 wow lT0BM0YMLL W NKMMOBV.. WIMISMMD1MOM�IOa41OVV�M VAOF r� FFwEA TYPICAL GARAGE DOOR ATTACHMENT 11/01/2023 KLYr i6 NOT TO SCALE WGM-160 mUNOBE0f801' MWLNWMBVM Y anur ,' w2s DEG• CRNR DETAIL W/ COLUMN BEL 2/28/2022 WGM-250 hMpfxOG hs1LDMIWIHAomm WU BWNIDMRKr Dr tw*wwuf x0G 11xOwlMffxOG hwufx0G IRJM LN6uNSFMRM W18 CKIRM ER 7/16/2021 WGW-180 m1VaYIL(W41111N OW iAE f0aCO1�1BNO1B1 a00IQx� fBBVIOaIENIBaTL1011 I®1RI91RM Lq MIS R TYPICAL CMU INTERpLV, M\ DETAIL 11/01/2023 Bo .o. VV � _182 TANNDILYI POPLM NiIm11tCC1O.N10A ISO MIWifRNIIMI YV3M VSRKNWD RM LLIIERAN 1619aN MWK TWOFMImIQ/1LRIFD CBII FORWINIFENOM @R1ICOMIUWMDETME TYPICAL REINFOR(ATD FILLED CELL DETAIL 11/01n023 yr i� NOT TO SCALE WGM-190 E1(r.NMLPLNFLM fAeml OMMINIM18sBN MAswR onsHaBD INT. WALL COW" TO EXT. WAIL M 1011aELi08ME 6100I fDOVOAEFILNYM )FAMMUIPAUM®IT10 NMIMUL a/NB1B,11B.IL am MFraBIAMMOU — AELRATEPT.YBIN c3wvfmlCIETE 0000 Fieldstone C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERING: 29349 O IBRAHEM ELAYEB, PE P.E.# 91476 ■ BENJAMIN NIESE, PE P.E.# 86025 05/15/2024 DATE 2/28/2022 WGW-181 N1111I1111/// No. _ =* *_ �Q STATE OF F40RIDO' •' N iS�ONAt- I*'I 111111 5 saes-n gdexSeQ€w�b�oc$ F�'gg`AEEB off'^ Fi6SfisM.7ggxs �o�Sc •D;frs�b'S�`gEE Michigan 3400 Auburn Rd Suite 200 Auburn Hills, MI 48326 +1 248.622.4035 Florida 12906 Tampa Oaks Blvd. Suite 150 Tampa, FL 33637 +1 813.466.3310 www.fieldstoneae.com N 1) Z w� r� QQM J J 0 0 tz <LL w J f U wcn-j V) (1 =) S Cc: m} Q N = n Lij _o N LO F- L DRAWN BY: FAE VERSION: 5.0 SHEET NAME DETAILS - WALL SHEET # S4.2 7 EMEENLLORWONROaRIM,01MoM PRO MLEEaEM O0DIBIIRM 20MVILLR11RM MAIRM Ifowni 1101M UMl1EiaD10MIIRE or.rRE0lEpfar.Ma► K^Wff.MMRDMIWU RM100R.NmRamamto •ElersoLMwII.1ar1DUMDaEfaofr RMEMLRERMIOAR.aRME RaaawllEiaaoleRFa®efLMRE1 ErlmwfalmEo• EiwamaEwue MEB®A. r�wMl�IfaG isms RMIm6�111.1X1a ilorlAl ,E10EiM mom W&OKO" MIFUfxwffM EIIellaaNEXPOWWOU Raa960M 1190 lB ONK 1DEII1110000 MWAdIRUMOKNOPA E Meem1R.la/owif w i M %11,6M i� MCA11lEW11E1RDa1BRRR fMIERaIEIiNREEaapIBIFRE .i>MI- wlaMlw"MerA MwIw3Ad.I1QI0M¢IfOG 11wR#RNI RYfl.IEIWIB RIflWEAM Ralw[MIpIR001E1.1V WIENIlE6a/6iaGa1BR RACpQ.MA91RaaB,1Ol EEMIERERMI EIEMfBwffRIMIRrAM ww EIMRERMI isna MzIeL RERIM MLI1MLEfAMERM9C,IBR fO11MLLnMNMIGII.M. aMEilllpflOaAUA,a11AEf1® r aFANERM lAM ERNERELRMRM100R.ERME fPWK3 EHIfEWLLRERML�ILERME-fWIMMU IRICRIYLEEAIEEEa0a1BR iRYMEMLRERMLOOR.ERME RERM FORM IIQNOP RMI - f wM14wwMAW.Eif. •Nor. •oro6 PR� WnwNW�d1U6 RDaEFg axrvaBIFRMa3E11lm ROaEEWNfBiaGgIBIfR#®611I0B CMMVION epri�-0-11 MASONRYWALL 11/012023 RMTRUSSTOMASONAYWALL 11ro,r2m Raaa6alfEiavalefleleaL TM- E11B LTM-010 �J LTM-020 TIMPIRRIM REBB IRlR31WRF.V EMENLLa1REM91MRM aRw EM ULaREBE111MRM REIIMF,IIIMRRRMI IEMRERMI REaEE7ffRIMRMEMF,111W Rw 111MOII[NOMM&LEW W Y WOR IBM WIL71NL169100calu E ME001EIeR®IeL1EMpIWIIw=A1 f(MUORK OaEfMilIN.EEF. 19RMIDUMPtawmew0O faiumat. 6Y1NiE.EEF. pEILM'(W> UX"M OMR.EI00g1 wMpIId010DaElel®Ir EEL9a4EEp111iMUDWRM TWAN1001 CQ1.,7E11 111MMlOwrAlYIIENYIDA51MlIfLA FORM RMRMI ERI MISMAAgllAl RMLO7EMRBIROa6101 EELEIIMMMNNE RaFp.DEfOr. f011EYLIDID1eWiMII.EMF. pIMMRWOdILMMIENOr. LUILEIEOOfR1INlrpw/q EPAMERM FOR MI RMR ERL ULIe1RMLa(XEE RMil0EWAS)IO 1EE1 MN7EilAW1fEIM R VMLLWM RaEI(pslMEIiEN0. lNeDMM1Q0ADAAYI MU MNR NWICAUMMr1MMM MIALLM11NO DIDIM MIE111AM9i �EIE 1PLOILlNRINRa001BR CaR.EM1EEINU1fOr. 9EEEIlERMDeIU ®LIEEERIR®UMA>M/IRREREDE F/11.WIRERMI Fe1RMl R001EFAIfaiaREMIEIIF R00°f""'E"s'R"' we61a�Erf or. &111)hROORTOMASONRYWALLQLOWROOFzneizozz,1FL0_ORTDMASONRY WAIL Q LOW ROOF 2nw202z9--;TOSCALE LOORTOMASONRYWALLQLOWROOF,z/17n0z1 0001T ,_ i s eEFMl OT TO SCALE LTM-110 NOT TO SCALE LTM-120 LTM-130 sEaxM IEMDortIaRrM, / V REealDffAu1191rwF.lmwa J M E RNRIMUCUlLa sEallEIelR,w eEEKSUMRE W� Off MLMU M.MMEWatoOFIENO 1 IEMIJatRMRNI �/� EEa1EERMRML MI.aM11E81R11A,MWNi. EilMORR0alI1M aRIM OW .1m MI M]e111AE W RE E1LL EEa1EM IBE C0lVW ®OMRMIREIfUtlrOO MMa1EMMEM ERWEMILRMRIM aD=tKl0=P0RMI4MELO WAa emMllurfrL el® pfMm11EAMEER MLDFBA b'MMIRMERERMI Eaa01MBLEBEWRMRMM4 VOMi RF�IEwwpm RMI f(WEEL,WOMi16R.SERD RMf &'66STORYCONNEC110N AT BEAM 6na zozz 2 RY CO STONNECTIONAT BEAM WI LOW ROOF6n BEARING STUDS TOoizozz BOND BEAMDETAILvzs zozz OT TO SCALE LGG-160 �J w U06484 LGM7@60 ODO Fieldstone C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERING: G 29349 O IBRAHEM ELAYEB, PE P.E.# 91476 ■ BENJAMIN NIESE, PE P.E.# 86025 05/15/2024 DATE - - vmiz�-- _ No.86 _ ., 0 _ STATE OF i� F�ORIDO' • ���� '���sis�ONAL. v llllll _ � 1 "! V i b 3 B!2E �'fikfr-E"sp B 6aiaE o€� Ss�a a°= oie Michigan 3400 Auburn Rd Suite 200 Auburn Hills, MI 48326 + 1 248.622.4035 Florida 12906 Tampa Oaks Blvd. Suite 150 Tampa, FL 33637 +1 813.466.3310 www.fieldstoneae.com N E� 3 _ V Z LL ,I QQM J J 0-4 tr C) —00 LL LL w ~� Jtn U wcn-j cn 0=)_ CCm>- N Ca7�a LLI _o �N ��// 04 r 7 L J DRAWN BY: I FAE VERSION: 5.0 SHEET NAME DETAILS - FLOOR SHEET # S4.3 IMCONLMa111MMMONERK 10' al a �9F1. W aE11101Ma1610061sII Wp a1W1 1 t/r lal 1MYR1 WIaOOIA 1fA SOLM MNMNLa0 1FINSO _ IOff1EAMBE191>IF1;J 5 aFAatYIpaEI�IIM�tEi10M0 � MMF.EOWB�a IIIOLa10llIQ 1! aM98t11EaaRLIQEaW91TMMW. MIMIMWROP.Ea ,, aU1BfMaf�ElE911NL9A®INE - IIa1�MlMEaaR p1Lag �' 3/4•. 11H'I[!♦a MaIFllataaRllQEat20aMR>l. EIaWNaOfRlaffll ElaAaaCAAr!!aA T MWINi011611M MURNI&0 R11 ma@'J - MI�OOIMINla9: IMINa111 111AMNR1 EClal MM arm !& FAIMUC MUNnraS wf9a1EEf1a6e1rs - �WOFtaat3 IIFBY®®b6111A8 XMIO lalIM M N M10111fil L1111 AAf10611Na1aa6 11f MS MMINW 11/12/2021 NM _ - NMRT19ffasaE Qepl. NMNTIbOFafYF IE9BI�WOFIIwwam111MI Div plRElaaBl PiEWW4 Yflf aA NOT TO SCALE WSG-101 - Wiatirla TaalaMla faLLT.Ef11 11aLT.EDf1 ER#WMNIIt V 11 V 111111VIIIIWLMa�EFaRllffll�lE TpP OF FLOOR L off. ROaGRUMMMUN T P FLOOR - FMORNNC1111MIraM _ MMAIa 7\ F c(Owwa9: 0W - OW61f1619 rm OW1MM1fJIB FarmFarmROaIAfIaaMlIM&PRE MIa - Is0EA1N31M1 FIRM M !•Anil I,WII91NM1F. aNIN MIMITLMa EIaAMDROaAAEaL 1aW WIN311E1F. LsmweuaaaselW OPLAI am @NEW lrnawrlaFlax. 9a6Nam •E1aa�lA ILLOR I TOP OF CMU - ESAA.WA Ie91A9eq NLWIM EIMLtIa I 1flA STAR DUALS NLENF.EQ 2/28/�22 1 EXTERIOR EXTERIOR ie9lWgP eEv� u W 03 II\IGfbHfl�� TAIR DINS, STAIR INCz - E11RA,T.ETNB EIfU,T.ETN1 NflLKM NEKKU RA1R1oaa IORWRIU M MiROaA111NM'OA1018NIOUNIS wRO jortse r0Cmumvi laa MIRK.r�af,"FRFL NrWa WAM aj91" WMIEW - Rf!®9ME N0®WOE =11ruameEk �MIEW M9OMFI9,EE I M SMUMKfIaIC11RlEiN1AR WIIl09IEElFOR INTEI;IOR E)iTEI11OR WNl10FWiffiKM NWNEN11N9mafN r •aREsaA saiLORA MFIM rIRNtlNf0.41fBEt1YmEIWf 101NafIEIEA 101EIMfMlr61 �1TYPIGAL T 17I Vn L 1►� JLV I M\ 7/1 fid2021 �� I I f11M1L STOW Vfl l ff/Y1 �7LV I M\ 7/16 2021 uv r avc // r. WSM-010 �/ WSM-020 ENACLWMNLEW M E1MLT.E9i11a WA 9M 01-0'FIN. FL. 1Q W I1C RD. E aRA.,9ML Eft, .•••: faWIRKM"l1EMFOR SO4A IIfR//1L 2JIV111W&LSEVIM\ 11/01/2023 W 041 TYPICAL STAIR DETAILS O0O Fieldstone C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERING;,, 29349 O IBRAHEM ELAYEB, PE P.E.# 91476 ■ BENJAMIN NIESE, PE P.E.# 86025 05/15/2024 DATE 11/12/2021 Ws' 105 \ No. 86 .,Q STATE OF C� //SiS'OjVAL-1�?�\ I11111111 i,601E'-SeE £� s�ifr°^�freFs�o:� �ge'aS'9S:gx�e 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 1\ N c') ' 0 W VJ Q Q M �WQ LLI V) W 0 it O —00 �(nLL U J�� W J Vi �D_ ern} Q N = 0 M a lyi^� 01 O_ M N 0 F- L DRAWN BY: FAE VERSION: 5.0 SHEET NAME DETAILS - FLOOR SHEET # S4-3-1 J PRECAST LINTEL GRAVITY LOAD TABLE v4.21 LOADS LISTED HAVE BEEN CALCLAATED OR COW ILED FROM APPROVED MANUFACTURERS: CAST-CRETE. LOTT'S CONCRETE, QUAUTYPRECASTCO. MAXIMUM LOAD (PLF) APPROX. LBITELLENGTH MAX.CLEAR OPENING TYPEA 8"UNTEL 8"TYPES 6"TVPEC.. 12"TYPES 1YTYPEC 14"TYPE1" 14"TY►EC- 16"TYPEB 16"TYPEC 20"TYPEB 20"TYPEC 24"TYPEB 24'TYPEC 28"TYPE8 2117TYPEC 21ZTYPEB 3TTVPEC Z 16 116' 2231 3069 3719 32W 5163 6507 BD54 9502 100DO Boas AMOS 5206 6123 7547 8974 1110111) 10000 3' 6r 2 2' 2231 3069 3719 3280 5163 6607 8054 9502 100DO M am 5206 6213 7547 111974 NON 10000 4' 0" Z 8" 1783 2561 Z751 328D 3820 4890 5961 7034 8107 2561 4W5 5205 6113 7S47 8974 NON Im 4'6" 3 2" 3343 1969 2110 299E 2932 3756 4576 5400 6224 3%9 4375 $205 6113 M19 8572 20000 10000 a' 8" 3 6" 1217 1349 1438 2716 1999 2560 3132 3686 4249 1319 am 45P sm 47W 5817 7074 111203 5' 4" p 0" 1006 1349 1439 1716 1999 2560 3132 36M 4649 1344 3090 4567 5356 4766 5917 7074 am 510' t 6" 860 11D5 1173 160D 1631 2090 2549 3009 3470 111105 26I2 424E 1 4350 3942 5917 6662 6' 6" 5 2' 710 1232 2177 373E 3480 3033 4383 5061 1232 2177 2739 340D 5382 am 759D 76" 62' 570 993 1729 2100 263E 2205 3685 992 1729 220B 2632 3896 t3707 55M V 4" 70" 499 re9 1160 1516 1626 2554 3302 W9 I245 1526 1863 2%4 33a7V 4" roll 416 699 1160 N A 1625 2564 i 3302 09 INS N A 103 2564 : 33P w 6' 92" 354 535 890 N A 1247 2093 2777 2535 S35 2054 N/A 193 2a93 2761 2625 1114" IUD, 325 567 11% N/A 1366 to" 2423 3127 1 40M .7 945 N/A 1366 1a46 2423 3127 4006 12'0' 108" 292 525 873 N/A 1254 1694 2193 2805 355E 525 a73 N/A 1254 TIM 2193 28M 3552 12' 6 Ir 2" 277 471 755 N/A 1075 1428 1838 2316 28M 472 755 N/A 2075 Min law 2316 2883 13'tr 320" 255 471 755 NIA 1075 1428 1938 2326 2535 471 755 N/A 1 3075 1428 ion 2316 211113 14' 0- 12 8" 239 424 706 N/A 1N2 1326 1697 2127 2278 424 706 N/A SOD2 1328 ISO 2127 2630 1 .1' 134' N/A NIA N/A N/A N/A N/A N/A N/A N/A N/A 783e N/A 1234' 1421' 1779' 218Y 26Qe 25'4r 14'0" N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 730• N/A I1Ne 1331e 1660• 2D32' 24W 17,r 160, N/A N/A NIA N/A N/A N/A N/A N/A N/A A so- N/A SM. 1117e 1379e 167r 199r 19'e" 110" N/A N/A N A N A N!A N/A N 4 N A N/A A 410• N A 750' 960' 3177e 1415' 1676• 20'0' 118" N/A NIA N/A N/A N/A NIA N A N A N/A WA 3W N/A 598. Be. 1114• 1345' 146B= 24'0" 2Z 8' N/A N A N/A I N/A N/A N/A N A N A N/A A 25D' 1 N/A 45V (Bo. 'Ba(I 2090, 1220' •PRESTRESS1D -1' W/2" RECESS LLLINTELS Type A = UntlBed no Reba; Type B = Continuous Grout. Steel per Plan In Bond Beam Only; Type C = Contlnous Grout,Steel per plan In Bond Beam & Lintel LEGEND 8X8 FILLED CELL W/ (1) - #5 REBAR - - - - - BEAMS NMI 8x8 FILLED CELL W/ (1) - #7 REBAR HEADER - WIDTH TO MATCH WALL ------- GIRDERS 8x8 FILLED CELL W/ NO REBAR REOD----------- PLUMBING WALLS (FOR REFERENCE) ---- ---- --- -- BEARING/SHEAR WALLS (FOR REFERENCE) � 45° CMU -FILL CELLS W/ #5 REBAR ROOF BLOCKING 12x12 FILLED CELL W/ #4 REBAR (1N WALL) ® BALLOONMED FILLED CELL W/ #4 REBAR WALl BEARING WALLS ❑© (I2X12 N COLUMN) CONCRETE TIE BEAMS `iIiELEV ELEVATION INDICATOR ® PLUMBING PENETRATION FOR FRAMING LAYOUT au DETAIL INDICATOR HDR SIZE LINTEL OR WOOD HDR DESIGNATION OPEN SIZE (ALL WOOD HDR'S TO BE (2) PLY U.N.O.) 4 )- BRACED WALL LINE FASTENERS ALLOWABLE LOADS CONNECTOR CITY TYPE GRAVITY Ibs 1.0 UPLIFT pbs)l1.6 LATERAL 1.6 META16 a 0.148"x1-1/2" -- I_ FI:340 F2: 770 NETA16 9 0.148"x1-1/2" - 1810 F1: 340 F2: 770 (2) META16 1 do 10 0.348"xl-1/2" -- 1875 Fl : 680 F2; 770 (2)META16 14 0.162"x3-1/2" -- 1795 F1: 1285 F2: 1080 (2)HETA16 I-olly t0 0.148"x2-1/2" -- 1920 FI:680 F2 : 770 R1 ISETAI6 2- or 3-ply 12 0.16E"x3-1/2" -- 2365 F1: 1350 FI .2430 HSTM16 a 0.14a'xl-2 2" -- 131D F1: 120 F2: 90 4 1 4'S51-3 4' CONC SCREW LGUM28-2 6 3 8" x4' TITEN HD 8250 2435 6 4"x 232"SD5SCREW MSTC28 36 0.148"x314" 3460 MTS12 14 0.148"xl- 2" 9w 2 MT512 28 0-148"XI.1 " 1980 MTS16 14 0.148'x1-3 " 990 HU210-2 18 14"x23/4"CONC SCREW 3500 law10 0.148'x 3" NTS16 32 0.148"x1- 2,890 2 HT516 1 16 1 0.148"xl-1 " 1310 HTS20 24 0.148"x1- 1310 LSTA22 10 0.148"x2-1 25 LSTAIS 14 0.148"x2-3 " 1235 -- LSTA30 22 1 0.148"x2- 1640 MSTA24 8 0.148" X 2 1640 '2 MSTA24 36 0.148"X2 2" 3180 MSTA36 I6 0.14W X 2 2' 2,050 f21MSTA36 52 0.148" X 2 3 2" 4100 MSTA30 22 0.148"x2-1 " 20% MSTC28 36 0.148"x3 4' 3460 MSrC52 62 0.148"x3-1/4" 4735 MSTAM24 1,425 -- S 1.148 4" MSTAM36 13 0.148" X 3" 1.870 -- 8 4'X2 4" (2) MSTAM36 26 16 0.148" X 3" 4" X 2 4" 3740 MSTCM40 30 4'k2-14"CONCSCREW ZNO 14 0.148"x3- 4" MGT 22 0.14BN3" .- 3965 F1:775 1`2:525 1 5 "ATR HGT-3 16 0.148"x3" -- 10,790 -- 2 3 4"ATR VGTR or L 1 5 "ATR _ 2225 F3:650 F2: 630 16 1 4N3" SDS VGTR/L 2 5 "ATR _ 554S F3:650 F2:630 32 1 4R3"SDS VGT 1 5 "ATR 4940 F): 3185 F2: 590 36 34"x3"SDS (2) VGT 2 5 "ATR _ 7185.2ply 8890. BOW F3 :1185 F2: 590 32 1 4'x3"SDS DTT2Z 1 8 1/2"ATR 4'"" SDS _ 1825.2x4min 214542)2.4.i. HTT4 1 5/8" ATIR „ 3610 -- )8 D.348"x3- HTTS 1 SA- ATR - 4670 26 0-148'k3" HTTSKT 1 5 "ATR .- 5445 26 SD W10x212--- ABU44Z I 5 ATR 7570 1900 -- 12 0.162"x3- ABU66Z 1 5/8"ATR 18205 2475 -- 12 0.162"43-1 " H2.SA 10 0.131"x2-1/2" -- 565 F1.110 F1 11D HIDA 18 D.148"xl-1/2" -- 1340 F3:565 F2: 285 H10A-2 i8 O. itB"xl-3/2" -- 1080 F3:680 F2 : 260 HUE48 24 1/4'12.3/4"CONIC SCREW 3500 1135 -- 6 0.148"x3' MUC414 24 1/4'12-3/4"CONIC SCREW SOB$ 2015 -- 12 0.148'k3" LUS26 4 0.148'k3" 865 1165 SPH4 12 0.148"xl-1/2" .. Side:640 Censer:1280, .. DTC clips 4 3/16"x2-3/4" CONC SCREW Fl : 85 F2:135 2 0.131"x2-1/2" A35 32 0.131"41-1/2" -. -- F3:650 F2: 670• SDWC156M 1 SDWCI5600 -- 615 FI:330 F2 : 225 SDU'C1SAISO 2 SDWCI54SO 295 F2: 150 HTU26 20 0.162"0-1/2" 3200 1250 -- 14 0.141IN3" LGU3.63-SOS 6.720 5,555 -- 12 14"X212" HDUS-SDS2S I 7 "ATR 7,870 -- 20 1 4" X 2 12" SDS HDU31-SDS2.5 1 1"ATR -- 11,175 -- 30 4"X21 2"SDS THD26 20 0362"x 3" 2940 3240 -- 20 0.148'x 1 2' THD28 2 28 11.162"x 3" 4310 4860 -- 16 0.148"x 3" ABBREVIATIONS: AB ANCHOR BOLT EA EACH INT INTERIOR AFF ABOVE FINISHED FLOOR ELEV ELEVATION JST JOIST ALT ALTERNATE EMBED EMBEDMENT MAX MAXIMUM APPROX APPROXIMATE EN EDGE NAILING MFR MANUFACTURER ARCH ARCHITECT/ARCHITECTURAL EO EQUAL MIN MINIMUM ATR ALL THREADED ROD ES EACH SIDE M18C MISCELLANEOUS 8LK BLOCK EW EACH WAY MO MASONRY OPENING BLKG BLOCKING EXP EXPANSION NOM NOMINAL BOF BOTTOM OF FOOTING EXT EXTERIOR NTS NOT TO SCALE BOT BOTTOM FD FLOOR DRAIN OC ON CENTER BRIG 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 REDD REQUIRED CLR CLEAR GDR GIRDER RO ROUGH OPENING CMU CONCRETE MASONRY UNIT GRD GRADE SC STUD COLUMN COL COLUMN GWB GYPSUM WALL BOARD SHTG SHEATHING CONC CONCRETE GYP GYPSUM SIM SIMILAR COW CONTINUOUS HD HOLD DOWN SP SOUTHERN PINE #2 OR BETTER DBL DOUBLE MDR HEADER SPF SPRUCE PIR FIR #11#2 OR BETTER DLA DIAMETER ILO IN UEU OF TYP TYPICAL DWG DRAWING IN INCH UNO UNLESS NOTED OTHERWISE 140 WINDSPEED CHARTS 140 MPH 2O23 FL - C & C Presswes Aso H1eRIxe WMdArca e.bte etdC erreresF Hip Rod Cn arrenis Wta rents 7Asre 1 zone 2 Zaxxe 3 Ears 1 Zdse 2 Zone 3 Zare 4 zone 5 A> 100 sQFT(CA riders) 17.1 -15 17.1 -427 37.1 -s.0 14.8 -30.3 14.8 -365 14.8 -365 3L3 -34.1 3L3 -3&0 A<50SCIFT Windows 19.E -4Q4 19.2 -549 19.2 -63.9 18.7 -36.0 18.7 -327 18.7 -45.9 327 -35.9 327 dL3 A<IOSOFT(Fasteners) 2d.2 -520 24.2 -83.1 24,E 1 -98.6 27.9 1 49.0 1 271 -67.5 27.3 -67.5 365 -39.7 36.5 -49.0 Olmponents and Cladding Pressures (ASD) - 2023 R. Positive Ne a1We VAdth Height Elfe4NW: Pressure pressure Denumicod ieD4 no W Area( Lain LOA 16070 OHGD 16 7 112 1 30.8 -3Q4 30613 W/30107R ENDS 3 8 24.0 34.6 -45.1 W MOTR 4 3 8 24.0 34.6 -37.7 309D DOOR ENDS 3 8 24A 34.6 -45.1 25SH 4 3 5,25 15.8 35.6 -39.7 60685GID 4 6 6.67 40.0 314 -36.6 29%DOOR 4 267 6.67 17.9 35.3 -3d3 30505H 4 3 5 1&0 35.7 -38.8 30505H ENO 3 5 15.0 35.7 -47.3 2040SH ENDS 2 4 &0 36.5 -49.0 608DSGD 4 6 8 48.0 328 1 -36.0 DE901 PRESSURES SHOO ARE MINIMUM ALLOWABLE VALUES VALUES ARE TO BE INCREASED AS REWIRED BY MORE STRINGENT LOCAL REQUIREMENTS O6O Fieldstone C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERING:---- 29349 D IBRAHEM ELAYEB, PE P.E.# 91476 ■ BENJAMIN NIESE, PE P.E.# 86025 05/15/2024 DATE \\\I1111IIIt//// M1 I /���� _ No.860 toz: ., Q STATE OF �40RIID • ���� 0:101VAL 111111 asBa- -E Bo`4oEa o�ofr:^€a`eEg@E fro` yDo€^ N€X��g.tl„ ice gb`a aosfroEs Michigan 3400 Auburn Rd Suite 200 Auburn Hills, MI 48326 +1 248.622.4035 Florida 12906 Tampa Oaks Blvd. Suite 150 Tampa, FL 33637 +1 813.466.3310 www.fieldstoneae.com N 3 a _ Z -ZCC) z 'wo C/i W p cc C) O LL Cj) LL w J cd U wEn-I C7 (r0� [7� Q N = o th N F DRAWN BY: I FAE VERSION: 5.0 SHEET NAME REFERENCE CHARTS SHEET # S5.1 7 I 37 72 9 be's) * ela 7� .r Go&Sirs 0