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HomeMy WebLinkAbout37676 Dusty Saddle Ln340-MADISON IV CMU Garage Right - Elevation -I3 SBUT MEX NUMBER: 5HEE7 NAME: NUMBER: SHEET NAME: CS COVER SHEET CS-3 SCUARE FOOTAGE CALCULATIONS E-I.0 ELECTRICAL PLANS - FIRST FLOOR F-10 FOUNDATION - SLAB PLAN E-22 ELECTRICAL PLANS - SECOND FLOOR A-I.0 FIRST FLOOR PLAN A-32 MISC DETAILS A-2.0 SECOND FLOOR PLAN A-33 MISC DETAILS A-3.4 MISC DETAILS A-320 FRONT/REAR ELEVATIONS I OPTION 3/ROOF PLAN A-321 SIDE ELEVATIONS I OPTION 3 A-40 BUILDING SECTIONS ENE%Y REQUIREMENT SCHEDULE EXTERIOR WALLS (FRATE) R-13 EXTERIOR WALLS (BLOCK) 41 FOIL ATTIC CEILRIG R-30 GENERAL NOTES THE STANDARD GENERAL SPECIFICATIONS FOR AMERICAN HOMES 4 RENT 4 AMH DEVELOPMENT SHALL GOVERN EXCEPT AS MODIFIED r SUPPLEMENTED BY THESE WINDOW INSTALLATION: PLANS. 1. WNDOW9 SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WI7W THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS THESE PLANS HAVE BEEN DESIGNED TO MEET THE REQUIREMENTS OF: INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. SEPARATING THE DLELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. 2023 FLOE IDA BUILDING CODE, (RESIDENTIAL, STH EDITION -26 GAUGE (0.40 —) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL OCCUPANCY: SINGLE FAMILY RESIDENTIAL FLOOD ZONE REQUIREMENTS: HAVE NO OPENINGS INTO THE GARAGE. I. PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. GEILINY CONSTRUCTION: 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE I. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BATH AREAS: INSTALLED ABOVE THE BASE FLOOD ELEVATION AND SHALL ALSO CONFOp"I TO THE BY NOT LESS THAN 1/2 INCH (12.1 —) GYPSUM BOARD APPLIED EDT THE GARAGE I. IN97ALL 2x4 BLOCKING TOILET PAPER AND TOLLEL BAR LOCATIONS, SEE MANUFACTURER'S N9TALLATION INSTRUCTIONS. SIDE. GARAGES BENEATH WABITABLE ROOMS SHALL BE SEPARATED FROM ALL DETAILS. WABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8 INCH (59 mm) TYPE "X" GYPSUM 5. AUXILIARY DRAM PAN. CATEGORY Iv CONDENSING APPLIANCES SHALL BE BOARD OR EQUIVALENT. WHERE THE SEPARATION 19 A FLOOR -CEILING ASSEMBLY, KITCWENS: PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDNG THE STRUCTURE SUPPORTING THE SEPARATION SHALL AL50 BE PROTECTED BY NOT I. INSTALL 2X6 BLOCKING AT 89" AFF, ON CENTER FOR UPPER CABINET COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE N THE CONDENSATE DRAIN LESS THAN 1/2 INCH (121 —) GYP5Ul-1 BOARD OR EQUIVALENT. INSTALLATION. PIPING SYSTEM. 7HE5E PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M14113. EXTERIOR FINISHES: TUB AND SHOLLER ARE45: THICKNESS OF TENURED FIN15W OVER FRAME APPLICATION SHALL BE PER THE I. CEMENT, FIBER -CEMENT, OR GLASS MAT GYPSUM BOARD (NO GREEN BOARD EXHAUST FANS AND VENTING: CURRENT APPROVED BUILDING CODE AND ASTM C526. INSTALLATION OF EXTERIOR ALLOWED) N COMPLIANCE WITH ASTM C12BB, C1325, OR CIi18 ,AND INSTALLED WITH '8 I. OUTDOOR 0151 THE AIR REMOVED BY EVERY MECHANICAL EXHAUST LATWING AND FRAMING APPLICATION REQUIREMENTS TO BE PER THE CURRENT x I-I/IA" DAGGERZ PHILIPS WAFER HEAD CEMENT BOARD SELF DRILL SCREWS W/ SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED APPROVED BUILDING CODE AND ASTM C 1063. COATING SHALL BE USED A9 BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. AND WALL PANELS IN SHOVER AREAS. EGRESS: 2, EXHAUST AIR FROM ATH AN TOILET ROOMS 9H NOT B ROOMS D O LE ALL O BE I. EACH BEDROOM MUST WAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF TERMITE TREATMENT: RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW MUST WAVE A TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND MAXIMUM OPENING HEIGHT OF 44' ABOVE FINISH FLOOR LINE OF THAT PARTICULAR INCLUDING SOIL APPLIED PESTICIDES, BAITING 5YBTEMS, AND PESTICIDES APPLIED TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER ROOM. 70 WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR AREAS INSIDE THE BUILDING. U5E AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION, UPON COMPLETION OF 2. IN DWELLING UNITS (WERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF 3. DUCT LENGTH. THE MAXIMUM ALLOWABLE EXHAUST DUCT LENGTH SHALL BE MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE COMPLIANCE SHALL BE 156UED 70 THE BUILDING DEPARTMENT BY THE LICENSED DETERMINED BY ONE OF THE METHODS SPECIFIED N SECTIONS M1502 a51 THROUGH LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE M502.453. THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE 35 FEET FROM INCHES ABOVE THE FIN1544ED FLOOR OPERABLE SECTIONS OF: WINDOWS SHALL NOT BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF THE CONNECTION TO THE TRANSITION DUCT FROM THE DRYER TO THE OUTLET PERMIT OPENINGS, THAT ALLOW PASSAGE OF A 4" SPHERE LLHERE SUCW OPENINGS SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS TERMINAL, THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 25 FEET (162 mm) ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER THE CURRENT ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 —n FOR EACH 90 APPROVED BUILDING CODE. SERVICES." DEGREE (lb RAO) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES N07 INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FLASHING: MECHANICAL AND HVAC: FAN 15 INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM I. FLASHNG SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND I. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES 5WALL BE LENGTH OF THE EXHAUST DUCT, NCLUDINIG ANY TRANSITION DUCT, SHALL BE WALL INTERSECTIONS, AT GUTTERS. AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, FURNISHED BY THE MECHANICAL ENGINEER AS AN ATTACHMENT TO THIS PLAN SET PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURER'S AND AROUND ROOF OPENNb5, AT THE TIME OF APPLICATION FOR PERMIT. INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, 2. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO W-IERE THE FASHION N SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR TWE WORDS "THIS DRYER CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." COMPONENTS. THE FLASHING 544ALL EXTEND TO THE SURFACE OF 744E EXTERIOR BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE WALL FINISH. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT AT LEAST 30 INCHES (162 —) DEEP AND 30 INCHES (162 —) WIDE 544ALL BE 4. PROVIDE BACK DRAFT DAMPERS A7 INTAKE AND EXHAUST LOCATIONS AS ALL REQUIRED LOCATIONS PER THE CURRENT APPROVED BUILDING CODE. PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. REQUIRED BY THE CURRENT APPROVED BUILDING CODE. ISSUED: 1 /8/2024 VERSION: 5.0 SQUARE FOOTAGE ALL WORK SHALL CCMPL'r WITH PREVAILING CODES FLORIDA BUILDING CODE. NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANC-FS R�-1t� ,7 C, �Y�41�����R AFAR A88ET MANA�if 80. FT. HEATED AREA Sq. Ft MAIN LEVEL 843 SECOND LEVEL 1134 TOTAL MIIR80 Ff.(SYhC�wq IonMETHODOLOGY, ANSI Z1962009 The total area ealeulated from the outside-toaNeida of fuming. Yxijdig opUorul Rrlished baement options a shown. The meaxduda atanvel at Hghest b.el above grade, garage, covered paEo/pardros. M M H O� � � Q O�� � U C x wyx W O 0 A L_ J VERSION: 5.0 R!! COVE11SHEET R!1 SQUARE FOOTAGE CHART ELEVATION T 0 l I ------------- L------------- J saeoallua-ralat* SQUARE FOOTAGE SQUARE FOOTAGE SQUARE FOOTAGE CONSTRUCTION AREA CALCULATION HEATED / CONSTRUCTION AREA Sq. Ft. MAIN LEVEL L345 SECOND LEVEL 1141 TOTAL HEAlID1OONNTRUCIION AREA (SIB CMM) IM METHODOLOGY: ANSI Z?064009 The total area calculated from the outside-lo-outside of framing, kwAx Yg optional hushed easement opts— as shown. The area excludes staff vel at highest level above grade, garage. covered patnolpordnes. BUILDING ENVELOPE AREA (ALL AREAS UNDER ROOF) Sq. Ft. GARAGE 416 FRONT COVERED PORCH 42 TOTAL KX DW ENVELOPE (SYhCMVQ 2W6 COVERED LANAI 120 METHODOLOGY Building Envelops Ana: The total area calculated, including Heated/Construction area as calculated, and also Including garage, covered patio/pord— MAXIMUM DEPTH MAXIMUM WIDTH = 2T-6' "MAXIMUM SUILDING HEIGHT A.F.F. = 25'-2- fB T SCALE DPA DD NDt AVS TWA DRNSCd Mary RACTOM DRE/11.t, tRH oulcmCT01a AID end n W 0DRAS OOIDO NOT CO TLESE AWN" SPECITISTRUCTURAL AL EU91 KN r T BE 61RC1VlK By Bff>f rT0 BE RECORD) T BYrREPA OF �IEW50 , OI DtlTATO(ETC fOeB UE S OIB1fAA 11D T SETWW TEIEAWe PdW TE AIlDDLLTm ALL KCA PORT. et1E MALL T ICE AN N T CCNIIPALTOl11l � AND NO C 41alCTlplMMLLt, D am CDIUFLW T-e CCNn1ACTOR ASSAES TIE /EINnE/LL" TO?W ALL REQUIEM" O Laid MULDa6 CWCLAL& t TO C M-L* tsiH STATE OLKZSG CODES M M 0l L I�1 � Q 1:4 cle) 0 O O V a x C/)00 C W y C x W 6 O AN W F'1 sessif VERSION: 5.0 BIBIB 80UARE PoOTAOE CAI.ClU1TION4 B!I CS-3 OVERALL 4' 0" '-4" LANAI SLAB ------------- I 4• CONCRETE SLAB MN. OVER 6 MIL I VAPOR BARRIER SLAB SI{ALL BE I I OVER CLEAN COMPACTED FILL UAL I zO 8 I a FIBER'ESN M I O I m w I e 9 A/C PAD I O a !' CCNC SLAB MN I m 0 LOCATION I i i m W/ FIBER MESH i I I m WE \\ ,\ II ,\ CO�V FLOM \\ 9 SANITARY DfAP 2-0" \ \\ ELECTRC4 \\ , CCmDurt FOR I •� uTLAFD�� INAC CHASE BASED ONLOCAICN CONCRET SLAB w---__-----�� 4' CONCRETE SLAB MN vER 6 MIL \ VAPOR BARRIER SLAB &W4L BE OVER \` L N CLEAN COMPACTED FILL W/ IBERMESN r, n — — ` L I � `\\ - o s � o 7TFLOOR �: SANITARY DRIP = i = 3, FORGN SLAB 4' CONCRETE $LAB MIN. OVER b dPOR BARKER. SLAB SHALL BE COMPACTED FILL W/ FIBS"I r� ! CG1C u o I 9 'T "E W/ MEU p FIBER SH u CON - 4" bL MRL OVER 6 MIL 8 "1 VAPOR TER A5 SHALL BE OVER U CLE ACTS FILL W/FIBEF3'E5N W I � - 'a I m I � I QI '_<" a' B" �'-✓ i" 1&'-3" OPENNbS 21'-B" OVERALL SLAB PLAN - ELEVATION'? i FOUNDATION PLAN NOTES ALL WOW, $Ai BE N STRICT CCMIANC: WTN IYJLDNG CODE, RESDDITLAL. AND CONTY BUILDNG DEPARTMENT. STRIP TOPSOIL. TREES. STUMPS. ROOTS. ETC. FROM ALL AREAS WERE WNSTRCTIOI WLL CCCR LINO FILL SHALL BE FRM Y COMPACTED, GEAR SAND/CLAY MATERAL: FREE OF 11=5. ORGANIC MATTER OR OTTER INTERIOR BEARRY LOCATM !*MD BE WOWI ATED WTN TRIES MANFACTURER T STRICTWAL ENSI EER PROVIDE SOIL TI EATPW AND VAPOR BARIiER5 Al ALL SLABS WERORR) ImR" DEV£l.OR1B1f DO NOT SCALE AREAS DRAWWA VERPY DULLDW, CRENTATIOW WN CONTRACTOR AND SITE PLA* lBOIM CONSTSrt THESE DRMN•A DO Nor COWAN SPECRC NFORMATON FCR ANY ETR[TIRAL ELSMOM (TO BE PROVVEO DY BGSBR O IEC001 ANY DRSOSPANCY /DN'+♦MIOIE, ORNTATIO t M TM DRAEKA 40 TE ASSOCIATED DRA~ PNVV SM DRAINGA Swl1 H IMPORTED TO CONRACTOR AT OHM AND NO CONSTIU;TION SHALL PROCEED INR CORRECTED. TE CONTRACTOR ASEVES TE IWONSMILRY TO MWt ALL RE4AMTEMS OF LOCAL OIIEDNO OFFICIALS . TO COPLY WiN STATE aRLDSL CODES. M M A cdo LaEn cc V 0 O 1 U G U x � N 04 H C A F L I MIR IR VERSION: 5.0 FOUIIDATION SU! PLA1N .111II0 F-1.0 HANDRAIL 1-V2" MN GRABPADLE HANMAIL � I V4• MN TO I I/2" I-I/T' MAX MIN. DIAMETER In RETt q HANDRAIL 9C4I1PJ 1"1A�q PROVIDE "AW' IL N C01•PLiANCE WTH THE OUF.EM AFPROlM BUILD!. CODE STAIR DIAGRAM Cl� i-- FLOOR PLAN NOTES PROVIDE I/J' (MNM,M)GYP51M BOARD SEPARATION AT WALLS AND 516' TYPE x CEILNGS N TLE GARAGE ADJACENT TO TLE MAN flOM AND ATTIC AREAS. "SWING M4CNNE 6 ALWAYS LOCATED LEFT OF THE DRYER LKE56 NOW OT EWSE. ALL EXTERIOR WALLS ARE DR" AT B' CM ULES6 NOTED OTIEFdUSE. ALL INTERIOR AND COMiON WALLS ARE DRAW AT 3 I/2' W-E55 NOW Cr ERWSE. LEADER FOR FIRST FLOOR B AT B'-0' .1 5'-4' CLG N SECC D FLOOR B AT T'•0' W) B' CLG. HANDRAIL IEIWLT WALL BE 36' MEAWED VERTICALLY FROM TLC NOW. OF TLE TREAD. (•) DENOTES EGRESS WNCCW � ort xou R. u..t w a Uowo IF. IH Iw u.o rin rcon .m v�.tmv •In eo+o Ko ovo�- OPT. BOOT BENCH DETAIL LE U f q '-4" I ; LANAI ® 9'LA NC CC RETE AIC PAD LOCATION 7.p 3'-B" T4i' 2S SN 25 5LN I I 25 SH I I DINING ROOM n W-4' CLG VNYL PLANC 2sb W4L1 • KITCHE 34 FAM I L Y �• AFF 5 -4" CLG ROOM VINYL PLAN` I' a B' 4• CLG vMYL PLAN, O i (x 3 yp� o b 3[ I 3 I O n� - 4._2" 5._01, 5'_10%i 2'-SXN= 2xoo 4 W4LLcAP of w ELoIU ELC5w srARs _ 1 2 314 5 6 T B 910 n Q B y P 1 ° �� :i a SLOPE : WA5WER AL16G- - 9 LINE OF 1RS2 #r, L WALL ABOVE L LEFT W :LEFT 0 D 111 — — — — FWD 20 MIN. RATED m 'l W-4' CLG ? DOOR VINYL PLANK GARAGE Coll" COWTH OPT. 2' BOLLARD ON 5'— LIVM ARE MUST WAVE IR' °f 2-CAR DRYWALL ARATION MIN GARAGE 2B MN FI OPT, 3ma 9'-4' CLG AFF. ENTRY W 3010 TRANS CONCRETE 1' 10" 3'-0"-2' i FRONT PORCH o ---- 9'-4'CLG AFF. CONCRETE SO:IT 0 SET Ar B'-0' M. L IRE L 214 FR ABOVE — — — — _ — — — — — — — T 16'-0" . 1'-0' OR GARAGE DOOR z] . 10 2 16, 0. �. 10• 21'-8" OVERALL RRU FLROm�OR KM - ELEVATION le SMWWIWPW —STONE VEI$R MR Corr SPECS M M C tF i � Q O V � U C � � W N a W � O N Act F ��R LIE VERSION: 5.0 Elm FIRST FLOOR PLAIN IA-1.0 HANDRAIL 1-1/A" MIN GRA&PADLE IJA)IDRAiL. I w• nN rO I IR" -RNA• T-Ipk 111N. DIAMETEI�..I �' REnsa•I y NAN7RAIL SECTIDN flAy PMOvDE MNDRALL N COPPLANCE W. TE CUETEW APPRCVW IN LLDK. CODE STAIR DIAGRAM C ry FLOOR PLAN NOTES PROVDE IR' (MNMM)GYPSIM BOARD SEPARATICN AT WALLS AND 5/6' TYPE X CEILINGS N TIE GARAGE ADJACENT TO TIE MAN NOWISE AND ATTIC AREAS. WASNNG MACNI E 15 ALWAYS LOCATED LEFT OF THE DRYER INLEW NOTED OTHERWISE ALL EXTERIOR WALLS ARE DRAWN AT B' CM INLESS NOTED OTHERWISE. ALL NTERDR AND CLM'ION WALLS ARE DR" AT 3 0' IfLES6 NOTED OTHERWISE, HEADER FOR FIRST FLOOR 5 AT B'-ID' W V.A- CLG R SECOND FLOOR IS AT T-o' WV B' CLG NAIDRAIL MEOW SMALL BE 36' IEASURED VERTICALLY FROM THE NOSING OF THE TREAD. I•) DENOTES EGRESS WINDOW DOOR FRAME TO FAU --\ CLOSET FAU EQUIPMENT I CLOSET WALL PER PLAN Y1" GYP. BD. OVER PLYWOOD DECK ON 2X FRAMING SUBFLOOR HVAC RAISED PLATFORM BWA R. 7/4•- 1'-O' 2'-8" x 54"\ DOOR ELEVATION DIMENSION VARIES PER PLAN VENT NSILATCN FRAME WALLS (U LAYER I SUIOtOUDFG E -:LY 51DWERrtLE IRe 9- 5SH y L6EN R W M GL 5 CL V-0" CC PRIMARY x° VINYL SUITE PRIMARY ' yC BATH V-0' CLG. - 6'-0' CLG NNYL PLANK a VNTL PLAW. 0 L I RR6 0 '9 I N nl o o BEDROOM 4 o B'• CLG 0 VINYLL PLANC - PROVIDE 35' P05T 41' RQEE WALL VNOOK l 5 6 l 8 9 iD II Q D u 6 I6 Tt 8'-0" CLG VINYL PLAN, 9 < M I- ON a _ FOR WE FOR HVACPUTFOTBAFRA1'E �O WALLS F 5 6H O 4OWEL16 OL.. ��S Fwlor -l'0BATH 2 ATTIC I - - - - - N51LATICIN8'-0'CLACCWV (I) LAYERVINYL PLdNC RER1D-PLY OR ECNIV I RR5 � I wIc Tr B'-0' CLG - All. PLAN, 2/Oxa/o YET-TP BEDROOM 2 BEDROOM 3 6'-0' CLG V-0' CLG VINYL PLAN, VINYL PLAN, SECOND FLOOR PLAN - ELEVATION T omvr N Mm 00 AFH DEVELOP EXT DO NOT SCALE IW* DRAOPA VERIFY ELLDIG OWCATIOI nN CONTRACTOR AND NE RIM BDOE GOMTRIGTpI THELE DRAW" DO N7f GOVAN FPECFC NORIATON FOR ANY STIUCTLRAL EURIM (TO OE PROVIDED BY 9C&M OF RECOR)l ANY DeCIMPANCY ,DITNN N .ORIENTATION. ETW 1NEN DRNKA AND TWE A&SODATED DRAEKA b INTE DRAPM YI&L BE REPORTED TO CONTRACTOR AT ONCE AID NO COWIN CTCN OWL PROCEED UNTIL CONNECTED . TIE CONRACTOR Abl"S TIE REIPOMELITY TO MIST ALL RE2BAIR'606 OF LOCAL ORDW CW& T TO CORY NSTATE &TA MADNG CODE& 000 M M l O t^R i C [� v 0 O F-E-1 � U C � w y cc x N 0 o �A El- L I MIR I RE VERSION: 5.0 SECOND FLOOR PLAN mt 2.� I I I S I s � ; I t 1 1 1 Q ZONE I ATTIC VENTILATION: ILATION: (300 60 R ATTIC SPACE / I SO FT VENTILATION) -CALCULATIONS REFLECT 501E RIDGE AND 50% 5OFFIT VENTS It65 60 FT DOER ROOF ATTIC / 300 SO FT / I SO FT • 356 5O FT VENTILATION SOFFIT VENT 5 50 INEACH OFF -RIDGE YEWS D6 5O N EA 35b OCR . 5M . I°W W FT HGH, ISS 5O R LOW N.H &WNG T50 FT . w 60 IN•26536 50 INREQUIRED OFF -RIDE# VENT • DB 50 N . 4H 50 N LOW VENTING I W 60 FT . w 50 N •26536 50 N REQUIRED 25536 / 5 . 32 SOFFIT VENTS (CONTINUOUS VENTED SOFFIT) ZONE 2 ATTIC VENTILATION: (300 50 FT ATTIC SPACE / 15O FT VENTILATION) W SO FT DOER ROOF A / 300 50 FT / 150 FT . 43 50 FT VENTILATIM WRIT VENT 5 50 N EACH LOW VENTING 43 50 FT . w 50 N •62.40 60 N REWIRED 62.40 / 5 • T SOFFIT VENTS (CCNTNUOUS VENTED SOFFIT) ZONE 3 ATTIC VENTILATION: (300 W FT ATTIC SPACE 1150 FT VENTILATION) 42 50 FT UNDER ROOF ATTIC / 300 50 FT / 150 FT • W 50 FT VENTILATICN SOFFIT VENT 5 50 N EACH LOW "W, W 50 FT . w 50 IN .2OJ6 50 N REQUIRED 20K / 5 = 2 SRFIT VENTS (CCNTINJgf VENTED SORER) ZONE 4 ATTIC VENTILATION: (300 50 FT ATTIC SPACE / I SO FT VENTILATION) 00 50 FT LI OER ROOF ATTIC / 300 50 FT / 150 FT . 40 50 FT VENTILATION 5OFFri VENT 5 SO N EACH LOW VENTING .40 50 FT . w SO N .5160 W N REQUIRED 5160 / 5 • 6 SOFFIT VENTS (CONTINUOUS VENTED SOFFIT) _TOP OF FASCIA 214 FLR CEILING WINDOW LIFE � e E OC `� V = SECOFD FLR H � 0 }►t FLR CEILING, WLG1U LSE FINFLR ELEV _TOP OF FASCIA 2 d RR CEILING WROQU LSE FLASI SECOFO FLR 4` Y bt FLR CEILR. ILROQU LSE a 0 io FN RR ELEY p p 5� 5/p PITON 5/D PITCH \� ARCH 5HRC{E ROOF (TTP) 5 410 PITCH 410 PITCH ARD4 SHINGLE ROOF(TYPJ uu 1:11:1 El E FRONT ELFVATM T OP71ON 3 alawa01El1RP.TfM.1 D 4 VENT R S [ 5/p PITCH 5 A.1 5ZLE ROOF (TYPJ FRIEZE -4' HEADER TRIM �4.. CORNER TRIM _HORIZONTAL LAP SIDS. PER comm. SPECS —4" TRIM AND SLL LINE OF FLASHING (77P> 6' FRIEZE b' RAISED STUCCO TRIM m: �CEI'ENTMOIG STUCCO PER COMM. 5PK5 —COACH LGNT PER COPTT SPECS 4' RAISED STUCCO TRM STONE CAP STONE VENEER PER COPH. 6 SPECS FRIEZE LAP SIDN. PER Cott. SPECS 4" CORER TRIM STUCCO PER COt" SPECS * I AN DeVEL ,,W DO NOT VALE TIESE DR.RRre VERFY MADM ORIENTATION WITH CONTRACTOR AND 611E PLANS EBOIRE CONSTRGiIOHI TIESE DRA~ DO NOT CONTAIN SPECK NFpdL„011 i ANT TIMM & EU31 MS (TO K P16DVOED ISY E r*m OF RECOFD) — D16(IEPACY (DFINM", OREMATCK ETC) KII rWAE D1RUWA AND THE A66000TM DRYIKA W. S TE DRI NYLL H REPORTED T CdIRACTOR AT ONCE AND NO COI.TRCTION SHALL PR'T® Um CORRECTED TIE CONTRACTOR AMM TIE RESPONSIMMY TO FEET ALL IEONE•EWM OF LOCAL dADR. OIFICALS R TO CRTLY IL M STATE WI DN6 CODES. M M C of 1�1 En L cc O O1 U o Wm Ply N °P46� � E-4 A H F L J MI.6 i a1 VERSION: 5.0 .l.E. FTONiRiEAR ELEVATIONS i Roof PLAN TOP OF FASCIA 7.6 FOR a ERG WNDLW UNIF m 9 5ECCW FLR v Yt FLR LEILRG �LLRIDCW LSE STONE CAP STONE VENEER PER COMM, FIN FLR ELEV SPECS TOP OF FASCIA_ _ hd FLR CELNG WNDQU LINE - - - m° SECCND FLR a Yt FlR CEILNG _ - WNDOIU LSE ;T CET'ENTITIOUS 9 5TUCCO PER COM'I. SPECS m FN FLR ELEV P 5� P A 1�NT P S � 5)4 PrtCN � 5 ARCH SNEGLE ROOF(TTPJ A^ CORNER TRIM I � — 7AP';I •"" U LAP SIDMG PER COI M. SPECS FLAS 4W- A` CORNER TRIM P P A SR PITCH 5 RIGHT SIDE ELEVATION T OPTION 3 smw."%IW LEFT SIDrytER7�ELEVATION Or OPTION 3 lmw STUCCO PER COP". SPECS STONE CAP STOW ANEER PER COM7. SPECS OWIB DEVELOREM DO NDT SCALE UM DRAMA ,ER.T DULDNs ORENTATION SRN CCNTR DR ANO SITE K," p@OR CCMTRDCTILN TESE DRA~ DO NOT CONtM SPECEC MCRtAMN FMr SIR CAVAL ELEPOM fTO H F%WUM W ENSNFETt A IECORD) Y DEOEPANCT fNfAIONb. MEWAiNM ETC) DETNEEN new DRARKA AND 11E ANDC MED DRALWA -Lb SrtE S"I BE /EPORW T CONTRACTOR AT ONCE NO WO CONGT.CTION SWLL PROCEED WTI WINECTED.i E COMM* AMM THE IESPOI.EL" TO lw ALL 'maXMTEM6 OF LOUL &ADM C1 L6 . TO COWLY I- STATE lIADSG CODES L J VERSION: 5. SIDE El"ATIOW . f - -3.21 BUILDING SECTION NOTE5 PLEASE NOTE: TWESE DETALL.S ARE STRICTLY ARO=ITECTIRAL, REFER TO STRIXTIRAL SWEETS" MOM KORIATICH SECTIONS SIMILAR TO OTWER ELEVATOWS ARID .EN 41m 7.6 EXTERIOR WALLS BUILDING SECTION EBBS pEl tA.N �EpITR�I•.LOdOORYNI ECEE IRM1N� 12 12 5 FIE-MINFACTUFED TR IB ES 5 -W.LLATCN PER FBC AND EnER'Y FOW / &ASMITTED WITH PERMIT APPLICATION ..... •.iA� "V COIPACTED. TERMITE TREATED SOL NNAPOR BUILDING SECTION RARE BARRIER EED.Gt/-..I..ITfal•.LOEIR.I.YM GE.1RM1mPf TOP OF FASCIA TFdFLwm7LW. _ WNDOW LEE e SECOFD RR 4t RR CEILITG WINDOW LEE FM FLR ELEV .M " DEVEIDPW DO NT SCAE TIME DRAW"A YERFY WIDFG ORENTATION INiM CWRUCTOR AD STTE PL" 094M CONSTRICTKM TWEM DR4WA DO NOT OONTAN VUFC EFO UTICN FOR A STwCIUM EURIMS "D EE PI.VIDFD BY BC*M OF RECQOA ANY DGCIWACY TN7AIOS, OFMCATDC ETCI BErAM 1WESE PRAFPM AV TWE ASSOCIATED DPJAWA W STTE DRALWA b1ALL M REPORTED T CONTRACTOR AT QEI Ap ID CONSTRCTCN SMALL PROD Mm CORMCTED TIE CW MACTOR AMITIES T E RESPCNSIEETTY TOTEET ALL REOPiFENTS OF LOCAL WILDTNS 10.ALSeuLLD.G coD. i0 LQRYE.WM STATE � Q _d V � J O F� Lu > O _Q JW W i LL W L U e � M M L � C Q rx rCc 1Lc v O O U � U x W c N � a l C) W N F'' O ccl Arm F-4 F L I �! RE VERSION: 5.0 .l.E. .u-04 SECTw.s "a",-4.0 ELECTRICAL LEGEND EGA GAS LIE RECESSED CAN LGHT —} ON COLD LATER [}F FLU%4 MOUNT LED 0 ELECTRICAL PANEL ni WALL MICWTED LGfr ELECTRICAL METER WALL SCONCE DISCONNECT SU.4TC4 FLUORESCENTS $ SWTCH 0 FLUORESCENT L&P 4 2 BLL.BS 3 $ 3-WAY SWTCH ® VAPOR PROTECTED LKfuT 4 $ 4-WAY SWTCN O EXHAUST FAN $ DR'I'ER SOTC44 ExHAUST FAN W LGHT 4 B 1TTON ® EXHAUST FAN R/ EAT 4 LGHT 6 DUPLEX CUTLET ® VOICE DETECTOR 0 QUADPLEX OUTLET ® ICN9XIDE DETECTOR &uITCD DUPLEXOvtL (1 THERMOSTAT `lp FL a FLOOR OUTLET DIRECT WIFE GFJ GFI OUTLET T PHONE JACK VlPGFI WATER PROOF GFI MJ MEDIA JACK CUTLET T C0 CEILING M CEILOUNTED tp, OUTLET Y CABLE TV OUTLET 220. ® 4) 220Y OUTLET DOUR C44MS CEILING MOUNTED ® 5ECURITY PANEL LGW 4 LIA45W.L CLIENT � ROOD GHT MOD LGHT NTE UNTE n n C-#=:D CEILING FAN C CEILING FAN R/ LISW U U ELECTRICAL GENERAL NOTE5 50ICHES TO BE 45' AFF, RECEPTS TO BE 12' AFP - 42' F OVER A COUNTER ALL WRING TO BE N ACCORDANCE WTH NEC ARC FAULT CIRCUIT NTERRPTER PROTECTION 544ALL BE PROVIDED AS REOUIRED N NEC 210.12(4) AD SHALL BE INSTALLED N A READILY ACCESSIBLE LOCATION ALL SMOKE DETECTORS SHALL BE HARDWRED INTO AN ELECTRICAL PCU.ER SOURCE AND SHALL BE EQUIPPED IUITI A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. GRWC FAULT CIRCUIT NTERRPTER SHALL BE PROVIDED AS REOUIR£D N NEC 210S(A) AND INSTALLED N A READILY ACCESSIBLE LOCATION IT 15 THE RESPONSIBILITY OF TIE LICENSED ELECTRICIAN TO INSURE THAT ALL ELECTRICAL WOdC I$ IN FULL COMPLIANCE WTH NFPA. 10A - NEC AND ALL APPLICABLE LOCAL STANDARDS. CODES, AND ORDINANCES. PROVIDE INTERSYSTEM BCI DIG TREMINATICN AT SERVICE LOCATION PER NEC 250.54 LUMINAIRES N CLOTS CLOSETS SHALL BE INSTALLED PER THE PRCIVISIOIS OF NEC 410.CA) 4 (B) RECESSED LICfuTIYA TO BE AIR TGHT AND IC RATED 1005 OF THE LAMPS IN PERMANENTLY INSTALLED FIXTURES SHALL BE HGH-EFFICIENCY LAMPS REFER TO ENERGY CALCULATIONS FOR ADDITIONAL INFORMATION. PROVIDE THE REOUIRED CLEARANCES AROUND PANELS AND DISCONNECTS N COMPLIANCE WITH NEC 11026. ALL RECEPTACLES SHALL BE TAMPER RESISTANT PER NEC 40612. THE BRANCH CIRCUIT SUPPLYING TIE RECEPTACLE(S) N A GARAGE SHALL NOT SUPPLY OUTLETS ONSIDE OF TALE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHCLE SPACE. AFCI PROTECTION - 210.12 (B) DUELLING WITS. ALL 00 VOLT. SINGLE PHASE, B AND 20 AP BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED N DWELLIG WITS, FAMILY ROOMS, ONNG ROOMS, LIVING ROOM, PARLORS, LIBRARIES, DENS, BEDROOMS SWROOMPV, RECREATION ROOMS, CLOSETS, HALLWAYS. OR SIMILAR RODS OR AREAS SHALL BE PROTECTED BY A LISTED AFCI. COMBINATION TYPE. INSTALLED TO PROVIDE PROTECTION OF BRANCH CIRCUIT. GE 2W FAN T410 IOR PANEL E GROLINDMG ELECTRODE SHALL COMPLY WITH 5EC 25052 ELECTRICAL RISER DIAGRAM N.T.5 ------------ I I I I I I I I I � I aC D SCLNECT 4"FI up / FLOOD LIGHT RI. V oGFI lw _ - I GPY 1 1 3 -p•' 3'-0" I'-10�j" G GFI 0 GFI I FN e Lu.= \ 1 1 0 91 b •. I IVj• _ - O � II e C/F}/ 0 v �FI FI / 1"�) nr — GFI + IJ }4• m m _ r/. �_,. / - W // A MUBGFI +42' 22 1'-4' W / GF1 +42' l GFt® 1 \ I I \ CL® w _j O �F CPU. DEDICATED _____________________________________________!!'?_fk —--—————— — — — — —— CO BYLODE REOUTED — —I BY Illy 1 I I I � UP FIRST FLOOR ELECTRICAL PLAN - ELEVATION T wu Mmuw-Mrp9U!/ STRUCTURED MEDIA CABINET TO INCLUDE CAT54. COAX LISB WFI ROUTER SPACE AND POLER VERB EXACT FEDIREPENT. LOCATION AND MOUNTING NEGHT PRIOR TO INSTALLATION DO NOT 6CALE THENE DR4111WA VE1 BULDRG ORENIATO4 4RI COMPACTOR AND SITE RN45 BEFONE COWIFICTKM TIESE DRAIN -A DO NDT CPBAN SPECIFIC NOIMATOI FOR ANY STRICTIMAL E11ROM (T0 BE PINWCED BY BYAEER Cr RECORD) ANY DBCREPANCY fRFNOtl.ORWATION ETC) BETWEEN TIESE DRAW46 AND TIE ASSaLLTED DRAWW 44W MTE DRAWOW 6441 BE REPORTED TO CMIRACTOR AT ONCE AND NO CONSTRUCTION NUALL PIICCFED on CORFITED. TIE COMtAC'TOR ASMIES TIE RESFOtl/Im TO MEET Al RECURiTEWS OF LOCAL MXDNS OFFCIA-6 4 TO CO*LY W- STATE BIRDN" CODES !� J 2 O w O � > Q J /1 1—I w v � Q R� 9 M M C\) S I-4 cn �EOQ// Cc v W O O 'V vl U x W f� H (c x W h cc AN l I L J ■SIR II[ VERSION: 5.0 7�-C=-- .!I Ll. E- mIO1 M+I pEYlLQR♦1M DDNor Icxt TIrI DRirNa MRT DWnw o➢mnATMIN mM caNmAcrole ao ene wAw seam D7tDOW Dlm(M1LiDONOTcoxr N'tcMc m mira rat w rlwym vr�cr ISTCOIml AW 04copANcY (DIMMOW MANIATM 91W A—o(urae"W nE CmucTOR AT on A V wo C400WACTM $PAL PFAOMW on ccmmcTiD. BE COtl(RAcl01! AMM TIm MMPDtlmLIIY mMlT ALL OF LOLL SAM I TO c011iY.mM ETA WA=G OWUMA J QT O ccN ~ p4 rl J t (1 a o I xa — GFI � N 6'- h —'Al ® �1 _1 T N ® I AC C / DISCONECT M (J^0 / NEYLE83 cn �._ I._ I 220v Gfl O —� LYLEJ 1 V/ t^ Q i- w Fil O � U � vI i a L—_— Om r L--------------� SECONDp0ORJ" ELECTWAL PLAN - ELEVATION T FORew:ff L J �! m! VISION: 5.0 ELECII KNIUL PLANT SECCNDFLOOR w1 E-2.0 ELECTRICAL LEGEND —FCll6 fiA,B LNE �} RECE88ED CAN LKiTt � pM COLD WATER {g} FLUSH MOM LED 0 ELECTRICAI. PANEL Q U14LL MdNTED Lk1(T ELECTRICAL ME1ER � WALL BCplCE O' DUKOMEOT SLNTDN F-� FLlI0RE8CE DLIWt WON O FLUORESCENT LIGHT u s eu.es $A S-D4Y 9WTTCN ® VAPOR PROTECTED LMiNT 4-WAY 8W(TCH O EXiLL1BT FAN $0 Di'7'ER BWTOH � EXHA16T FAN W LIGNt 4 eunaN ® EXIL1USi FAN W 1EAt , Lk!rt ED DUPLEX OUTLET ® SMOKE DETECTOR � OJADPIEX �� ® CAFi80N MONOXIDE DETECTOR ID SWR �� EX Q TNER'708TAT ftOOR BOOR GTTLET� DIRECT WIRE Gfl PI7 � GPI OUTLET T PHONE lauc �rl � �' T nEDwAAac OUTLET CLG �ILIJG MOUNTED.LADLE TV YS'SUOCOOVM FRAME (LR#TT IHG.2 LAYS VJLL LA3H AND STUCCO) -PER SPEC - 17BEMMEALRASH : FEEL a SUCL MIDGE RACING, SR4GLE LAPPED AEAIEK' PER fPBG9EAINC EIBD S' VERRCALLY '- OVERSFUKXO ACCESSORY iowHo govmmmoRAPE ALL roOVMIN �' HOE3ORSEALAW '='1 VINYL PLASM DRIP SCII®-PER SPEC SIEAR04G PER SPBCd1EAI*G 15N BLDG FELTDBWEN FL/LLNC 1 ..� .. I6WL PER MAM�ACIUREM DWALLA11ON CAASFDIESLL OR BRlCJC W OVERLAP RINN� HOIREWRAP BANNER AND CROVILOCK- REB W EIPVAIIDN - NiAIDIC11016 FLASHING m=VB EER_rf ICAL UP _ WML/FEOOR J RIAt�TIRU-WALL M� MRXTE SYSIlm 1 � RUNG®1MFWALL _ - FWING. ERIBD U►C �K WEEP NONE NA9EKn EKTBDOFS' VEIDK/ULY KMN HO SEW ALBANNERA IIOIRflYRAP IARRBt AND 1FMFWALLMBAIRNE R/UNEK' CM ANGLE- DO NOT fMPIE OR NAL VERTICALLY KMN VERROALPROUCEON NNCKVoamwyPICAL ���. WFACE OF BRICK W/MK 2C m VOMCALPROLEDIION MOVESURIom. voNRSu VERK-4 LUG. LAP UNDER z ROOF co" AWM ARROORL IBA MMI W 0UISDE FACE CO nNU OU MORTAR NE v ROWILOOK - MRDNG WRAP. TO OLRSIDE FACE OF WEEPHOLES MCOURSE OF HICK /WE". N = ABOVE R/LLNG-2f O.C. HOMMONWLY WEEP ING-2r ;fOION (OR)SMICJC S0IDORmumm HORQOMABOVE RALNG-1�O.C. .ALLY\ewcORROSI NRB6UMBASE FEW WALL AMORME iRACING KCAL%MISSESSEE THRU-WALL FLASHING � wWAULPOURMKIN TRED�DRAWN;SFOR NOT TO SCALE THRU-WALL FLASHING @BRICK LEDGE � ������ WAINSCOT DETAIL NOT TO SCALE EPR W DEAL POR CUBq COORDRMIE ISR BUILDING FELT ARRIERAlWROOWOPENING . APPUCA110NVBFBA N=VBMB FGLD MOUSSIVRAP DOWN OYU HEAD FLASHING AND APPLY COINER PAYCM WENDING I'Aft KNOD BARIIM CUR INSTALL HEAD RASING OVERLAPPING WNDOW FLANGES A ASH OF Y- HAALL UDER HOUSE VRA► APPLY UAU FLASHING OVER SIDE WNDOVVRANGE-AFL 1'MOVE HEAD AND T OVERLAP ATSLL MALL WINDOW OVER KAM AND MASHED PRBAIWLFACIUED SILL PAN BORE TAPING -FILL BABE MUNOR P9d.1EIER GAP W / NONaPAIDNG FOAM OR SEALANT TAPE SEAM OF OVERLAPPING RASOC SLL I= PFA%AAIUHICRNM PIASIICBILL I= WINDAW APFNIN(. FI OSHINr NOT TO SCALE DAIRE HD WHETE OCCURS BBB LLEVA ONS AND DEWS 12 ` S RooF PLAN TYWA ROOF 0OVEI& G PBSPEC TYPKi1L RooF,RlmEs PB aEc TYPRJLL ROOF N{W11ON PER SRC �ROOF DRIP EDGE PB CODE a COWL SRC IUOPOFCAUI. v� T1T. N. O.G. REBTO BHALID16 MAIEML-PBSPS FASOA PB CODE a COMM. SPEC. RBB W SRIUCNRAL TYWALSDIR REM PB SPEC FORIMRSTOWALL TEIFAM-REBSMCREAL CoNNSCOoN 11111NPB ELEVATKN PB SPEC S'CAU "Or REBSRtlICRRAL TYFICAL SRICCO FNRH OH AOCS PB SPEC TYPICAL MELON WALL FINISH AND NSUARON OVER MOCK PBSPEC __� wANoaPB ELL?V.PB SP6c TWICJII BASE i VBPP FOUDAR NPROFILE VAMBY PB SPEC LOCAARONICONDRONS � IBiB fIRKaIRAL VWYDEALFORIgA*LM N WALL MMATFOUDAWN PER SNA KN A AIAIBNL D R1. R. REBTOMP ANPORAOPE CO FIG RAION TYPICAL 1-STORY WALL SECTION NOT TO SCALE GAME ENDIWERE OCCURS 12 ROOF PLAN BEER EEVAR I NS AID OEMTYPIC-4 ROOF OOV9HG PB SPEC lYPK71l ROOF TRINE PERM .-4 -�- TYlK'AILRODFOSUABOHMSRC MTOSE CR" FOR=0 TO WALL OONEEC" TYPICAL INFERIOR WALL INRN AND BASE PER XED 1W. N. CLG. 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SHINGLE UPPED OVMS K=ACCBSORI' VINYL PLASM DRIP SCR® - PER SPEC ILSULL PER MANLWACPJ113rS 06 ALLA1ON INSUICRONS CAP SHINGLE -DO NOT SURE OR NAL ROOF CEMENT SHINGLE ROOFING ON ROOFING UDBLAVh*W PER SPEC PER a SIKX BRIDGE MASHING, OVERLAP ON W ROOFING UDERAYMENF 9WCORROSION R MANT BASE MASHING - PER SPEC PREBKSr RED WOOD TRUSSES SEE SIRIIC'NRAL AND TRUSS OBAWNGa FOR SPACING AND CONNECTION DEFARS NOTE: ALL ROOFING MAIBRAL (PER ELEVATION) SHALL BE INSTALLED PER ANMLFACIURERS INSTALLATION ► SMI. C1ON. VERIFY ROOF ROOF TO WALL AT RAKE 2 SCALE 3'. I'-0` TYPICAIL saERIOR WALL MSFAELY. SRE SIRIICRRM DRAWBKiS NOTE: ALLROOHNG AIATBNL IL'EL EIEVATIOIQ SMALL RE P6UILED PEII MAWEACIIRItwS NSSAUATK>tl l61RUCIION. VMFY ROOF Pf"ING %TTM SIRIICIURAL DRAWINGS ROOF TO HEAD OF WALL - SHINGLE 1 SCALE 3'. ow AMI DE�YJOR9IT DO ROT !CALF TIEBE D" rd 4W'f BLILM ONWAnOn WW COWMACTOR Alp VM One 860E CMTMCTp1 MBE BPECEC WORIATIM FOR AM' BTICTRAL lu?l 8(TO N FlWDED w e161EER R IBCOM) AW Decls-o C* 'DrV4 . 6. 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ORMAT0(M WTNEEN TIDE GRASSY! AND THE ASSOCIATED DRAMM RNa S11E PRALOW 61LY1 DE REPORTED T CP0RACTCR AT ONCE MD NO CONSTRBCf1CN SHALL PIA711ID Oft CORRECTED. nE ODMACTOR AMM TIE IE6POMEUIY TO MEET ALL RE0IRE-M OF LOCAL BX-DKG ICING . TO CO -FLY WM STATE OLLDN6 CODES J 0 i"1 1MQ'1, J� ^ Zw O o9 O `a J � � w � A � u x ��a M M cm w A En La cc O OR V V x c 0 cc N C) � M O AAc1 Lti c7► E-+ sWw1E I RR VERSION: 5.0 MMiC. DETAILS RMI -3.4 GENERAL STRUCTURAL NOTES: 1. ALL WORK SHALL CONFORM TO THE 2023 81h 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 CMUSITE 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 SECTIONSIDETAILS, EVEN IF THEY ARE NOT SPECIFICALLY REFERENCED ON THE PLANS. S. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEANS, METHODS SEQUENCES AND PROCEDURES OF CONSTRUCTION, INCLUDING BUT NOT LIMITED TO TEMPORARY SHORING AND BRACING. 6. DO NOT SCALE STRUCTURAL DRAWINGS. IF DIMENSIONS ARE OMITTED OR NOT CLEAR, CONTACT THE ENGINEER. 7. CONSTRUCTION SHALL LOCAL GOVERNING CODES CURRENT EDITION AND ALL REQUIREMENTS LY FULLY WITH THE APPLICABLE I 1 �" �IVI N D 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 SELL 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 TAPOON, OR HILT] KWIK-CON IL 10. CONTENT LINKED WITHIN OR CODES THAT MAY BE SHOWN WITH THE DRAWING SET ARE FOR INFORMATIONAL PURPOSES ONLY AND THE PROFESSIONAL SEA ON THIS DRAWING DOES NOT APPLY TO CONTENT CONTAINED WITHIN ANY OR CODES. 11. POST INSTALLED EPDXY ANCHORAGE GENERICALLY NOTED WITHIN THESE DRAWINGS SHALL BE EITHER SIMPSON STRONG TIE SET3G, OR HILTI HIT-HY-150 DESIGN CRITERIA: 1. BUILDING RISK CATEGORY =11 2. VERTICAL LOADING: ROOF TOP CHORD LIVE LOAD =20 PSF (REDUCIBLE) ROOF TOP CHORD DEAD LOAD -7 PSF ROOF TOP CHORD DEAD LOAD (TILE) -15 PSF ROOF BOTTOM CHORD LIVE LOAD (w/ STORAGE) =20 PSF ROOF BOTTOM CHORD LIVE LOAD (W/o STORAGE) -10 PSF ROOF BOTTOM CHORD DEAD LOAD =10 PSF FLOOR LIVE LOAD -40 PSF FLOOR LIVE LOAD (SLEEPING ROOMS) =30 PSF FLOOR DEAD LOAD -15 PSF DECK43ALCONY LIVE LOAD =40 PSF NOTE TO TRUSS & I.IOIST MANUFACTURERS - ROOF & FLOOR SYSTEM DELEGATED DESIGN SHALL CONFORM TO THE FOLLOWING DESIGN STANDARDS: LOCATION TOTAL LOAD LIVE LOAD MAX TOTAL DEFLECTION 1 ROOF TRUSSES L240 U240 1' FLOOR JOISTS/TRUSS U360 I L/480 1/2' NOTES: 1. MAXIMUM TOTAL LOAD DIFFERENTIA DEFLECTION BETWEEN ADJACENT PARALLEL MEMBERS SHALL BE 50 2. ANY MEMBER SUPPORTING BRICK/MASONRY SHALL BE LIMITED TO A TOTAL LOAD DEFLECTION OF LIWO 3. FIELDSTONE AE CANNOT BE HELD RESPONSIBLE FOR ANY STRUCTURAL ISSUES RELATED TO ANY BUILDING COMPONENT IF COMPONENT SHOP DRAWINGS ARE NOT SUBMITTED TO FAE FOR REVIEW PRIOR TO FABRICATION, DELIVERY, OR INSTALLATION 3. LATERAL LOADING WIND CRITERIA: TORNADO WIND SPEED -WA BASIC WIND SPEED =140 MPH EXPOSURE CATEGORY =C INTERNAL PRESSURE COEFFICIENT = +/- 0.18 (ENCLOSED) SEISMIC CRITERIA SITE CLASS =D SEISMIC DESIGN CATEGORY =A 4. EARTH PRESSURE LOADING: ALLOWABLE SOIL BEARING CAPACITY TOTAL LOADS (INCLUDING WIND & SEISMIC) =2000 PSF LATERAL EARTH EQUIVALENT FLUID PRESSURE WALLS UNBRACED AT TOP =40 PCF WALL BRACED AT TOP -55 PCF S. GUARDRAIUHANDRAIL LOADING: ALL GUARDRAUlHMDRAILS SHALL MEET 200 LEIS (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 WARDS.' CONCRETE NOTES: 1. STRUCTURAL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE PER ACI 332 "RESIDENTIAL CODE REQUIREMENTS FOR STRUCTURAL CONCRETE-. 2. CONCRETE PRODUCTION AND PLACEMENT 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 A615 GRADE 60. 6. REINFORCEMENT SMALL 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: BLABO &OLVIR WITHIN UPPER W OF SLAB AND 3/4' MINIMUM COVER AT INTERIOR CONDITIONS; 1-12' MINIMUM COVER AT EXTERIOR CONDITIONS CONCRETE tOLB =1111 AGAMT EARI1t 3' FOh® OONCIIEM 1-1/2- (#5 REBAR OR SMALLER) 2" (#6 REBAR OR LARGER) TOLEPANCE: +/- 3/8' 8. REINFORCING STEEL SHALL NOT BE CUT, BENT OR STRAIGHTENED IN THE FIELD UNLESS APPROVED BY THE STRUCTURAL ENGINEER OR AS INDICATED ON THE DRAWINGS. 9. WELDING OF REINFORCING STEEL IS PROHIBITED UNLESS SPECIFICALLY DETAILED. WELDING WHERE DETAILED SHALL CONFORM TO AWS DI A SPECIFICATION. CONCRETE NOTES (CONTINUED): 10. CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH AS FOLLOWS: FOUNDATIONS & FOUNDATION WALLS: 2500 PSI SLAB -ON -GRADE & CONCRETE BEAMS: 2600 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. CONTRACTOR SHALL OBTAIN APPROVAL PRIOR TO PLACING OPENINGS OR SLEEVES NOT SHOWN ON THE DRAWINGS, THROUGH ANY STRUCTURAL MEMBER. 15. ONE OF THE FOLLOWING CONCRETE SLAB ON GRADE CRACK CONTROL METHODS SHALL BE USED (CONTRACTOR PREFERENCE): • CONTROL JOINTS: SHALL BE FORMED, SAWED, OR TOOLED TO A 1' MINIMUM DEPTH WITHIN SF pQ CONCRETE PLACEMENT. MAXIMUM J0jWr/CING FOR UNREINFORCED SLAB I� 3-12' SLAB: 8 FEET O.C. EACH DIRECTION 4' SLAB: 10 FEET O.C. EACH DIRECTION • WELDED WARE FABRIC (W.W.F.) 6X6.W1.4XW1.4. WELDED WIRE FABRIC SHALL BE FURNISHED IN FLAT SHEETS (ROLLS NOT PERMITTED) AND SHALL CONFORM TO ASTM A-1064 AND HAVE A MINIMUM SIDE AND END LAP OF 8 INCHES. • MICRO- OR MACRO- SYNTHETIC FIBER REINFORCEMENT FIBER LENGTHS SHALL BE 1/7 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 3DSR 'GUIDE TO CURING CONCRETE'. FOUNDATION NOTES: 1. CONTRACTOR SHALL VERIFY ALL CONDITIONS, INCLUDING UNDERGROUND UTILITIES AND FIELD MEASUREMENTS AT JOB SITE AND REPORT ANY DISCREPANCIES TO OWNERS REPRESENTATIVE. 2. TOP OF SPREAD FOOTING ELEVATIONS NOTED ON PLAN ARE MINIMUM ELEVATIONS. IN ALL CASES FOOTINGS ARE TO BEAR ON UNDISTURBED NATURAL SOILS OR ENGINEERED FILL HAVING A MINIMUM NET ALLOWABLE BEARING CAPACITY OF 2000 PSF. 3. SIDES OF FOUNDATIONS SHALL BE FORMED UNLESS CONDITIONS PERMIT EARTH FORMING. FOUNDATIONS POURED AGAINST THE EARTH REQUIRED THE FOLLOWING PRECAUTIONS: SLOPE SIDES OF EXCAVATIONS AS APPROVED BY GEOTECHNICAL ENGINEER AND CLEAN UP SLOUGHING BEFORE AND WRING CONCRETE PLACEMENT. PROVIDE POLYETHYLENE VAPOR RETARDER COMPLYING WITH GOVERNING WILDING CODE LISTED ON THIS SHEET AGAINST SOILS WHERE CONCRETE IS TO BE PLACED; LAP ALL EDGES 61NCH (MINIMUM) AND SEAL WITH ADHESIVE. 4. WHERE FOOTING STEPS ARE NECESSARY, THEY SHALL BE NO STEEPER THAN ONE VERTICAL TO TWO HORIZONTAL U.N.O. 5. FOOTINGS SHALL BE CENTERED LNDER COLUMNS AND WALLS UNLESS SPECIFICALLY DETAILED OTHERWISE ON THE DRAWINGS. S. NO FOOTINGS OR SLABS SHALL BE PLACED ON OR AGAINST SUB -GRADE CONTAINING FREE WATER, FROST OR ICE. SHOULD WATER OR FROST, HOWEVER SLIGHT, ENTER A FOOTING EXCAVATION AFTER SUB -GRADE APPROVAL, THE SUB -GRADE SHALL BE REINSPECTED BY THE GEOTECHNICAL ENGINEER/ TESTING LABORATORY AFTER REMOVAL OF WATER OR FROST. 7. CONTRACTOR SHALL FURNISH ALL REQUIRED DE -WATERING EQUIPMENT TO MAINTAIN A DRY EXCAVATION UNTIL BACKFILL IS COMPLETE. 8. A GEOTECHNICAL ENGINEER REGISTERED IN THE STATE OF WORK PERFORMED SMALL 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 NONLONFORMING WDRK MCIFILLING: 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 BACKFILL AGAINST FOUNDATION WALLS TO ELIMINATE LATERAL LOAD EFFECTS, OR PROVIDE NECESSARY TEMPORARY LATERAL SUPPORT TO THE TOP OF THE WALL UNTIL PERMANENT SUPPORT IS INSTALLED. 3. BACKFILL MATERIAL SHALL CONSIST OF CLEAN, WELL GRADE GRANULAR SOILS, FREE OF ORGANIC MATERIAL AND BE COMPACTED TO 95%OF MAXIMUM DENSITY, AS DETERMINED BY THE MODIFIED PROCTOR METHOD (ASTM D1557), IN LIFTS NOT EXCEEDING 8INCHES. MASONRY NOTES: 1. CONCRETE MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530, *BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES' AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 530.1, "SPECIFICATIONS FOR MASONRY STRUCTURES." 2. CONCRETE MASONRY SHALL CONFORM TO ASTM C90 AND HAVE A MINIMUM COMPRESSIVE STRENGTH Pm = 1,500 PSI U.O.N. MASONRY SHALL HAVE 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)-*5 CONTINUOUS VERTICAL REINFORCING BARS.. 9. HORIZONTAL BOND BEAM AND VERTICAL REINFORCING SHALL BE CONTINUOUS U.O.N. LAP SPLICE REINFORCING PER THE SCHEDULE OR USE MECHANICAL SPLICES ADEQUATE FOR 125% OF SPECIFIED YIELD STRENGTH OF THE BAR. LAP VERTICAL REINFORCEMENT WITH MINIMUM DOWELS OF SAME SIZE AND SPACING THAT HAVE BEEN PREVIOUSLY INSTALLED IN THE FOUNDATIONS. DOWEL EMBEDMENT IN CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF THE CONCRETE NOTES. BAR SIZE LAP SPLICE LENGTH BEND DIAMETER ACI HOOK #4 20' 3- 10' #5 25' 3-3/4' 1(r #6 34' 4-1/7 11' MASONRY NOTES (CONTINUED): 10. REINFORCING BARS SHALL BE HELD IN POSITION BY WIRE TES OR OTHER APPROVED MEANS TO ENSURE DESIGN LOCATION AND LAP. PLACE BARS AND LAP PRIOR TO GROUTING. 11. GROUTING OF MASONRY WALLS SHALL CONFORM TO RECOMMENDED PROCEDURE FOR'LOW LIFT GROUTING' OR "HIGH LIFT GROUTING' AS OUTLINED IN THE NCMA-TEK 3.2A - GROUTING FOR CONCRETE MASONRY WALLS AND ACI 530/ASCE 5 SPECIFICATION FOR MASONRY STRUCTURES. GROUT LIFTS SHALL NOT EXCEED 5 FEET WITHOUT MECHANICALLY CONSOLIDATED (VIBRATED) GROUT POURS. 12. LIFTS OF GROUT SHALL BE KEYED 4 INCHES INTO THE PREVIOUS COURSE OF MASONRY BELOW. 13. MASONRY BELOW GRADE SHALL BE GROUTED SOLID. 14. CONTRACTOR SHALL BRACE MASONRY WALLS TO RESIST V41ND LOADS UNTIL FLOORS AND ROOFS ARE IN PLACE, AND THE MASONRY HAS REACHED 75%OF THE REQUIRED STRENGTH FM. BRACING SHALL BE PROVIDED IN ACCORDANCE WITH OSHA - CONSTRUCTION SAFETY STANDARDS FOR MASONRY WALL BRACING AND NCMA TEK 348 -'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. 5. WOOD SILL PLATES AND WOOD WALLS SUPPORTED ON CONTINUOUS CONCRETE OR MASONRY SHALL BE ANCHORED WITH 1/7 DIAMETER CASTNN-PLACE ANCHOR BOLTS WITH 7- EMBEDMENT, 4- (MINIMUM) AND 12" (MAXIMUM) FROM END OF SILL PLATE(S), LOCATED WITHIN THE MIDDLE THIRD OF THE SILL PLATE, WITH NUT AND 3'x3'x0229' WASHERS AT THE ANCHOR SPACING BELOW: MAXIMUM ANCHOR BOLT SPACING = 2-0' O.C. REFER TO'PRE-APPROVED FIELD REPAIR NOTES' SECTION FOR ALTERNATE ANCHORAGE APPROVALS. FOR OTHER ANCHORS NOT LISTED, SUBMIT TO ENGINEER OR RECORD FOR REVIEW. & 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 NOA /NO.2 OR BETTER U.N.O. WITH BASE DESIGN VALUES: Fe- 875 PSI FG - 425 PSI Fr - 45O PSI Fc- 1150 PSI Fv= 135 PSI E= 1400 KSI WITH THE MOISTURE CONTENT OF THE WOOD IN SERVICE WILL NOT EXCEED 19%. 8. BEARING AND EXTERIOR WALL STUDS SHALL BE CAPPED WITH DOUBLE (2X) TOP PLATES INSTALLED TO PROVIDE OVERLAPPING AT CORNERS AND AT INTERSECTIONS. END JOINTS IN DOUBLE (2X) TOP PLATES SHALL BE OFFSET AT LEAST 24 INCHES AND SHALL BE NAILED WITH NOT LESS THAN (8)-0.182-x2.12- FACE NAILS ON EACH SIDE THE JOINT. DOUBLE (2X) TOP PLATES OF EXTERIOR WALLS AND INTERIOR LOAD BEARING WALLS SHOWN ON DRAWINGS SHALL BE SOUTHERN YELLOW PINE NO.2 OR BETTER WITH BASE DESIGN VALUES: FB- 1100 PSI F - 565 PSI FT' 675 PSI Fc= 1450 PSI Fv= 175 PSI E= 1400 KSI WITH THE MOISTUR% CONTENT OF THE WOOD IN SERVICE WALL NOT EXCEED Is%. 9. STRUCTURAL COMPOSITE LUMBER SHALL CONFORM TO ASTM D 5456 WITH THE FOLLOWING ALLOWABLE DESIGN STRESSES IBCROLLAM LVL PARALlAM PSL (h 7111116WRAMD l8L E - 2000 KSI E - I SW KSI E - 130D KSI FB = 2600 PSI Fe - 2400 PSI FB - 1700 PSI I•) -'BOOZER BEAM 2.1 C ARE AN ACCEPTED ALTERNATE TO PSL COLUMNS SPECIFIED ON PLANS PROVIDED THE SOOZER BEAM 2.1 CIS OF EQUAL OR GREATER SECTION DIMENSION TO THE PSL COLUMN AND OF EQUAL OR LESSER HEIGHT 10. FLOOR SHEATHING SMALL 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 MANUFACTURERS RECOMMENDATIONS. PROVIDE 0.131'x2.1/2' COMMON NAILS AT 61NCH 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 1 OFT STUD SIZE HEADER SPAN (FT) 4 1J/1K 1J/1K 1J/1K 6 1J/1K 1J/1K 1J/2K 8 1J/1K 1J/2K 1J/3K 10 1J/2K 1J/2K 1JAK 2x4 12 1J/2K iJ/3K 1J14K 14 1J/2K 1J/4K ENG 16 1J/3K 1J/4K ENG 18 1J/3K IENG ENG WINDSPEED OF <- 140 EXP. C WALL HEIGHT 8FT 9FT IOFT STUD SIZE HEADER SPAN (FT) 4 1J/1K 1J/1K 1J/1K 6 1J/iK 1XIK 1J/1K 8 1J/1K 1J/1K 1J/1K 10 1J/1K iJ/1K 1J/1K 2x6 12 1JI1K 1J/1K 1J/1K 14 1J/1K 1J/iK 1J/1K 16 1J/1K INIK 1JAK 18 1J/1K 1J/1K 1J/,K 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.) Q 24- O.C. MAXIMUM. 15. STUD COLUMNS UNDER LOAD BEARING POINTS OF GIRDERS/BEAMS SHALL MATCH THE GIRDER(BEAM PLY COUNT WITHIN 1/7 TOLERANCE (2-PLY STUD COLUMN MINIMUM). SOUD 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 MANUFACTURERS DELEGATED ENGINEER AND BE IN CONFORMANCE WITH THE LOADS & DEFLECTIONS IDENTIFIED IN THE DESIGN CRITERIA NOTES SECTION. INSTALL PER MANUFACTURERS RECOMMENDATIONS, NOTES, AND DETAILS. FLOOR FRAMING CONCEPT LAYOUTS SHOWN WITHIN THE DRAWINGS ARE FOR ILLUSTRATIVE PURPOSES ONLY TO DEPICT FLOOR SYSTEWTO-WALL CONNECTIONS. CHANGES TO THE CONCEPTUAL FLOOR LAYOUT SHOWN IS NOT PERMITTED WITHOUT A LETTER AND REVIEW FROM THE ENGINEER OF RECORD. PREFABRICATED WOOD I -JOIST SMALL CONFORM TO ASTM D SM. 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 CEMENTITOOUS KNOCKDOWN FINISH IS ACCEPTABLE PROVIDED THAT IT IS PAINTED MEETING THE REQUIREMENTS OF ASTM C932 TO GIVE THE CEILING WATER RESISTANCE. THE SOFFIT BOARD PRODUCT SHALL BE ATTACHED PER MANUFACTURER SPECIFICATIONS TO BE IN COMPLIANCE WITH R703.1. 2. THE SOFFIT DESIGN PRESSURE IS AS NOTED IN THESE DOCUMENTS. WITH KAYCAN VINYL SOFFIT INSTALLED IN ACCORDANCE WITH MANUFACTURERS REQUIRMENTS AND ICGES EVALUATION REPORT ESR-1495 THE SOFFIT WILL COMPLY WITH R703.1. PRE-ENGINEERED ROOF TRUSS NOTES: 1. ROOF TRUSS SHOWN ON STRUCTURAL DRAWINGS IN CONCEPTUAL ONLY TO ILLUSTRATE TRUSS -TO WALL CONNECTIONS AND DOES NOT SERVE AS A ROOF TRUSS DESIGN. ROOF TRUSSES SHALL BE DESIGNED AND MANUFACTURED IN CONFORMANCE FOR THE INDICATED LOADS WITH ANSIRPI 1 'NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION.' FINAL PRE-ENGINEERED ROOF TRUSS FRAMING LAYOUT AND DESIGNS TO BE BY ROOF MANUFACTURERS DELEGATED ENGINEER. 2. ROOF TRUSSES SHALL BE DESIGNED FOR THE SUPERIMPOSED LOADS IDENTIFIED IN THE DESIGN CRITERIA NOTES SECTION. 3. THIS PLAN IS DEVELOPED FROM THE REVIEW OF MASTER TRUSS FILES. ANY LOT THAT DEVIATES 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 COMPUANCE OF TRUSS MANUFACTURER LAYOUT TO THESE DRAWINGS & VERIFY ALL TRUSS CONNECTORS ARE SUFFICIENT TO WITHSTAND THE UPUFTAATERAL 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.83 IN ADDITION TO PERMANENT BRACING SHOWN ON THE TRUSS DESIGN PROVIDED BY THE DELEGATED TRUSS ENGINEER. PRE APPROVED FIELD REPAIR NOTES: 1. MISPLACED DOWEL REPAIR: THIS NOTE DESCRIBES ALTERNATES TO MITIGATE THE CASTING OF REBAR VERTICAL REINFORCEMENT AT AN INCORRECT LOCATION. IF THE WALL HAS NOT BEEN BUILT: DRILL AND EPDXY #5 REBAR (36' LG.) INTO THE THICKENED EDGE OF SLAB AT THE CORRECT LOCATION. AS WALL IN CONSTRUCTED, LAP REBAR IN ACCORDANCE WITH MASONRY NOTES LAP SCHEDULE, PLACING A HOOKED BAR WITH 12- LAP AT THE TOP OF WALL WITH THE CONTINUOUS REBAR IN THE TIE BEAM/BOND BEAM. COMPLETE GROUTING OF WALL IF THE WALL HAS ALREADY BEEN BUILT: PRIOR TO GROUT PLACEMENT, OPEN THE WALL AT THE CORRECT LOCATION APPROXIMATELY 16- (H) x 4' (W) AT FLOOR LEVEL. DRILL AND EPDXY #5 REBAR (32" LG.) INTO THE THICKENED EDGE OF SLAB. LAP VERTICAL REINFORCEMENT IN ACCORDANCE WITH MASONRY NOTES LAP SCHEDULE, PLACING A HOOKED BAR WITH 12- LAP AT THE TOP OF WALL WITH THE CONTINUOUS REBAR IN THE TIE BEAM/BOND BEAM. COMPLETE GROUTING OF WALL 2. MISSINGMISPLACED ANCHOR BOLT: ALTERNATE SILL PLATE ANCHORAGE SOLUTIONS NiO CQNg1ETE A 1/2'4" TTTEN HD WITH 1-3/4" MINIMUM EDGE DISTANCE AND 6' MINIMUM END DISTANCE IS A DIRECT 1:1 REPLACEMENT FOR A 112" DIAMETER ANCHOR BOLT WITH 7" EMBEDMENT INTO CONCRETE. A 1/2' THREADED ROD SET-3G EPDXY 7" EMBEDMENT WITH 13/4" MINIMUM EDGE DISTANCE AND 7-12' MINIMUM END DISTANCE IS A DIRECT 1:1 REPLACEMENT FOR A 12" DIAMETER ANCHOR BOLT WITH 7" EMBEDMENT INTO CONCRETE. WTO t FKW HIED MASONRY (GFCWJ): A 1/2'A' TTTEN HD WITH 1.3/4' MINIMUM EDGE DISTANCE AND 8' MINIMUM END DISTANCE AT W-8" O.C. REPLACES A 1/2" DIAMETER ANCHOR BOLT WITH T EMBEDMENT AT 6-0" O.C.; LIKEWISE A 1/2'A" TITEN HD WITH 1.3/4' MINIMUM EDGE DISTANCE AND 8" MINIMUM END DISTANCE AT 2.8" O.C. REPLACES A 1/2" DIAMETER ANCHOR BOLT WITH 7- EMBEDMENT AT W-0" O.C.. 3. SIMPSON MASH SILL ANCHORS MAY BE USED AS AN ALTERNATE TO THE ANCHOR BOLTS AND SPACING NOTED HERE -IN ACCORDING TO THE FOLLOWING TABLE: BASIC WIND SPEED (MPH) MAXIMUM SPACING <140 C-O' 140 1'-C ,so r3• NOTES: 1. MASA SPACING BASED ON NO MORE THAN ONE IN THREE INSTALLED WITH ONE LEG INSTALLED VERTICALLY ATTACHED TO STUD 4. MISSING/MISPLACED TRUSS STRAP ANCHOR: REFER TO'MISSED TRUSS STRAP REPAIR' DETAIL WITHIN DRAWINGS. FOR MISLOCATED TRUSS ANCHORS WHICH ARE GREATER THAN 1/8' BUT LESS THAN 1-1/2"FROM THE FACE OF THE TRUSS, A SHIM SHALL BE PROVIDED AND NAIL LENGTH INCREASED TO PENETRATE THROUGH BOTH PLYS OF MATERIAL (I.E. 3- I.G. NAILS). WHEN GAP IS GREATER THAN 1.12", INSTALL NEW ANCHORS. 5. MASONRY WALL OVERHANGING SLAB FLOCK OVF3iHANG RFPMI < 5/9' NO REPAIR REO'D 5/8" < OVERHANG < 1-12" 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 WMEN A HOLE IS DRILLED/BORED TO A DIAMETER EXCEEDING 40% OF THE STUD WIDTH IN BEARING WALLS, OR 60%OF THE STUD WIDTH IN NON -BEARING WALLS. IF THE MAXIMUM HOLENOTCH SPECIFICATIONS ARE EXCEEDED THEN A STUD SHOE MUST BE INSTALLED. STUD SHOE REPAIRS ARE AS FOLLOWS: FOR 2X STUD USE HSS2SDS1.5 WITH (12)-1/4'X1-12" 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 PLA7136: 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 16GAUGE METAL TIE THAT IS AT LEAST 1.12" WIDE AND MUST BE FASTENED WITH (8)-16D NAILS ON EACH SIDE OF THE OPENING. OHO Fieldsto�%, l,H ne C.O.A.# ARCHITECURE: E / AA26002802 C.O.E.# ENGINEERIN . No. 86 29349 O IBRAHEM ELAYEB, PE P.E.# 91476 ■ BENJAMIN NIESE, PE �O� % sra OF P.E.# 86025 �i/ �� ' •��ORIDO • ���� 05// 24 ���i NONALDATE fr tn. `��o�:�E64frooFo `if sa°e�B� o EfrfiogL g9i x: 1':E:. 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REFER TO DWG SOA FOR GENERAL STRUCTURAL NOTES OHO Fieldstone C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERING. 5 29349 O IBRAHEM ELAYEB, PE P.E.# 91476 ■ BENJAMIN NIESE, PE P.E.# 86025 05/06/2024 DATE 'Sw No. 86 i O '. TE OF x �S C� iS101VAL geosc-` ��fi 47 EGel��g Yx€°fi2*1 o �fi.65b �s�B^YF�-g % �a6 Mlchlpn 3400 Aubum Rd Suite 200 Aubum Hills, MI 48326 +1 248.622.4035 Florlde 12906 Tampa Oaks Blvd. Suite 150 Tampa, FL 33637 +1 813.466.3310 www.fieldstoneae.com r r iDRAWN BY: I FAE VERSION: 5A SHEET NAME FOUNDATION PLAN SHEET N si , 11 I 8F160B/1T CONTINUOUS LINTEL OVER H r MASONRY COLUMN. DRILL 3• HOLE IN BOTTOM OF LINTEL 1 AND EXTEND VERTICAL REBAR THROUGH LINTEL n 8F76-OB/1T 25 SH 25 SH BF20.06/1T w1LINTEL RECESS 3068 301D000 TR R (OFT.) 8F7&OB/1T w/LINTEL RECESS 3080 DOOR POUR 0 SOLID BF7&OS/1T BF32-06/1T BF18-OB/1T w/ LINTEL RECESS 25 SH 2868 DOOR aF34-18/iT 16070 OHGD FIRST FLOOR WALL/HEADER PLAN - ELEV. "I" SCALE 1i4"=1'-0" NOTES' 1. REFER TO DWG S0.1 FOR GENERAL STRUCTURAL NOTES UNIELMD BOND BEAM LEGEND L AOIDriWBAEfNd7IdfNOtlIMM1iN119WIB)M14 ONBEBIBNBIIBRBE1alOFNBBMIE A IMANfM7/fLEMEBRIBOBlN198pIMl®BWE YBIF. t IMMIAMIMAOU3RBMXNNBi11WN1H81WLE R®IR� l BMBEAYB&•HUMA L SMIIE00011118aE.IrWWARLEIVM8Fi 0MU LmuloMsum TMEEBBNIOI F•RMV MBWIIU•WLB7 r 09MIInCFAMAf N11 OF 1 Maw $F16-1 B/1T }L tQ MI 0F*IEiNATA? IMrMLHBMR IpB1RNDMi Mfl®iMATA!Elm WD <� 1-1/2"CLEAR aN a� BE •0—° 0Z x I619YIATNMINI6INIa MR +F- weIBIUfANRM1�NIMa 7-5/8' ACTUAL S' NOMINAL HEIGHT OHO Fieldstone C.O.A.# ARCHITECURE: N AA26002802 I C.O.E.# ENGINEERIN No. 86 29349 _ 0 IBRAHEM ELAYEB, PE _- � P.E.# 91476 Z. ■ BENJAMIN NIESE PE %�O sTA E OF � �� ' !rXORIDP.•'?`� P.E.# 86025 ��'s/// 0524 ONAL DATE ,F'?�! 'II 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 VJ` M ^ Z 1 O n Lu 0 J a 1--1 W L7„ U w r�cc 3 N M O F L J DRAWN BY: FAE VERSION: 5.0 SHEET NAME WALL/HEADER PLAN SHEET # S2.1 I' ff B Q s 8 8 8 6 v FLOOR/LOW ROOF FRAMING PLAN ELEV. IFIIF SCALE: 1/4, V1 NOTE& 1. REFER TO DWG S0.1 FOR GENERAL STRUCTURAL NOTES 2. REFER TO DETAILS ON DWG S4.1 FOR ROOF SHEATHING REQUIREMENTS HTSI6 TO (2)2x4 SF UP COLUMN, DI (8)SDS 1/4"x1- BASE OF COLUMf ATR w/ SET-XP EP( CMU BELOW. 6" 1 PER DETAIL L HTS16 TO (2)2x4 SI UP COLUMN, DI (8)SDS 1/4"x1 BASE OF COLUMI ATR w/ SET-XP EPI CMU BELOW 6 PER DETAIL L Bl1 TO (2)2x4 SP BUILT .UMN, DTT2Z w/ 1/4"x1-1/2" TO )F COLUMN & 1/2' SET-XP EPDXY TO ELOW , 6' EMBED, -TAIL L26/S4.3 OHO Fieldstone C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERING ' 29349 C1 IBRAHEM ELAYEB, PE ROOF FRAMING PLAN ELEVATIOU 11r-SCALE: M NJAMIN NIESE, PE ,. tom P.E.# 86025 1. REFER 70 DWG 50.1 FOR GENERAL STRUCTURAL NOTES 2. REFER TO DETAILS ON DWG S4.1 FOR ROOF SHEATHING REQUIREMENTS 05I06/2024 DATE 1W NM 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.SA TO BE USED TO MULTI -PLY TRUSS, (1) EACH SIDE w/Bd NAILS MIN. SIMPSON H2.5A MAY BE USED ON JACKTRUSSES 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) SDWC156GO AT EA PLY C) (1) SDWC15600 SCREW FROM TOP PLATES TO JACKTRUSSES 4, FOR DBL TWIST STRAP TRUSS CONNECTIONS(LTS/MTS/HTS) REFER TO DETAIL R60 FOR INSTALLATION CONFIGURATIONS. DL WMER 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 No. 602 So 2STAnF.-* .. LORIDP' CLOY Eq: obr4D '8 o��so €4O•°5r =tirs�So=o�E�aa �vo °tea°xg;B�x» o°��E' '9•°fi:5e Michigan 3400 Auburn Rd Suite 200 Auburn Hills, MI 48326 +1 248.622.4035 Florida 12906 Tampa Oaks Blvd. Suite 150 Tampa, FL 33637 +1 813.466.3310 www.fieldstoneae.com M M E•'1 0 z Q o , a J O Z w w 2 U � M O r- 7 L J DRAWN BY: FAE VERSION: 5.0 SHEET NAME ROOF & FLOOR SHEET # S3.11 STRUCTURAL SHEATHING, SEE PLAN AND DETAILS FOR ATTACHMENT 112' PRE-ENGINEERED WOOD TRUSSES AT 24' O.C. MAX -OR- 2x RIBBON BOARD 2x BLOCKING AT ATTACHED TO TRUSS SHEATHING EDGES w/ 131 w/ 13) 10d NAXS, 24' Sid NAILS INTO TRUSS O.C. CENTER MAX. CONTINUOUS SPACING STRUCTURAL SHEATHING CONTINUOUS STRUCTURAL NAIL PER TYPICAL SHEATHING NAIL PER SHEATHING DETAIL TYPICAL SHEATHING DETAIL TYPICAL TRUSS TYPICAL TRUSS ANCHOR PER RAN DETAIL AT TRUSS HEEL > 91M ANCHOR PER pDAN NOR@ REFER TO ARCHITECTURAL DRAWINGS AND/OR TRUSS MANUFACTURER DRAWINGS FOR SPECIFIC TRUSS PROFILE INFORMATION. (I... HEEL HEIGHTS, SLOPE, OVERHANGS) STRUCTURAL SHEATHING, SEE PLAN AND DETAILS FOR ATTACHMENT PRE-ENGINEQED WOOD TRUSSES AT 24' O.C. MAX TRUSS ANCHOR PER PLAN FASCIA. (SEE ARCH DWGS) BOND BEAM PER RAN DETAIL AT TYPICAL TRUSS HEEL < 9 1/4- ��NOT TO TW OM ayV 11rot/2023 J-ALE RW010 /� aLCET exw Uwe alf1MM.MRR Eaigli'm MrIj1M1 M#IaM MMEI■M iMOiMllw #a4ELA #a#rpr LAM ARM# ieaaMrm iA �a rLBEtwasellC iREM�eIilET1LKMlTOgMI #rflrMq! sni WULa7i io �1TMV/laiL1 SE 01GT1FEY\ML 11/01/2023 NOT TO SCALE RWGN160 L1i10# MIwiLM`�ILaaRfgRA aEa SNUM-- E IE1ffAafigEfl a■MI■RM IiagM�EMq swltaieagr IEaML®!ea ti�E1fOLIR awalaiHffl®AlLlir �rw►1►ml:aar: M# OdEABq#lE4Eq Ia1fOLaaMq# IMlgla #R#IE>Iw M ELtalMwwEMq #lIaYMO# IEgI�IAaiE<:MOG M< 1iADOMM I MM RaM1�Lplaa) Oaf101aL1IMlaMEMMa IB1f11LaMEMEIaa Ei -1 -maE41w ROOF TRUSS ON FMIi M usrarlEtfEsleroawialsalEviaa qol anuesrigtaai•sHellraH a IiY1Rl CIral�wLalfL �1111q i VISION �wn a �Tld lMgilonppmE B fal{MR 11/012023 RWW-020 4'-1rH M4•-1r \\III /// � 3/4' 3/1' +/- 1w +/- 1/4•+ + -� 22�1122 1t2° OPTIMAL OFTIMAL 22 12• TR11SS OR TRUSS OR Ad OPT RAFTER TRUSS OR RAFTER TRUSS OR RAFTER 30° RAFTER `r 1 SDWC15600 \ (21 SDWC156W (2) SDWC1 SSW (2) SOWC1SM OVEm m m m m m m m PERHANG PERHANG OVERHANG PERFLANG PLAN OVERHANG F'EH RAN PER _PLAN_� PER PLAN PER PLAN PER PLAN 12'-1 3/1' 3/4'-1 1/4' aw 1 1/w 12'-1' tYY-1' lit-7/e 12' Ir g1EgC�U .YEgRm1Y�S MEEp.`�OIA lMaE#OalaNM11 fpaE#Inla.�f (#aMIMPA I#fimma" Maq PUSOW NM MlalalMla�MTOIIAE a 1a111..Ra1MIE111 XUWM iaL WRKEE11 mmlmmwwRAEM18 alaL1 WMEi81>�:il 1MMM111 K H,�,tA 8 TO DM TM WE SSW COWETM CONTINUOUS CONT. 2X4 (MIN.) W STRUCTURAL STRUCTURAL (2) 10d NAILS SHEATHING PER PLAN _ IMIa� SHEATHING. SEE PLAN FOR i 1#iiMA# �Mggp7� ATTACHMENT=TO-P 2X4 OUTRIGGER AT 24'O.C.=AT OVERHANGS GREATER TFIAM 15. q��aaa I Od TOENAILS ®ATTACH TO GABLE DROPPED TOP CHORD OUTRIGGER TO 6 O.C. TRUSS TOw/ TW TRUSS CONNECTOR PER PLAN TRUSS w/ (3)10d MialaMAa TOP PLATE TOENAILS IMg1E WALL FRAMINGSTRUCTURAL DROPPED TOP GABLE K/ OUTAIOGER3 EATHING PER PLAN fdIE14EMIaE[ HRH � RAN WOOD 2X4 BLOCKING ® CONT. 2X4 (MIN.) w/ REO'D AT 170 MPH OR GREATER �. EDGE NAILING SHEATHING EDGE (2) 10d NAILS �7!!� OfY1RIMR � NDN911i EXT. !!� � 11 /012023 NOT TO SCALE RWM-070 V.SM Vialmum #(* 1 1� 0119E �c 80810111i ,�x,� sffaM# lw! sIPnMMMUMs KIN# t ! ! ffaill®afIME IaBEBgMII'EI A fah eG tot EelwtLrtllLsaMEa :6111 Nam A f08 ff6 aML, WMaM®M La■ LLIRAmw WEAEIiEml io7 ffiMNglix LaEW M MM MMEMMEWCR� LRM must wavy laRLHEEOIEMiSd1ETTMa6EE t/wlaE •l�fEIEE •f M;fw1OE.fnE.EEE7ME •f>M w/ (2) 10d IRA EA. IN LIEU OF BLOCKING AND END TO ADJACENT 2X4 LADDER FRAMING AT EDGE NAILING SHOWN TRUSS WEB 24' O.C. RE -OD AT WTTHN THE GABLE, IT IS (OR SOT TOM OVERHANGS UP TO 15'. ACCEPTABLE TO CHORD NAILING ATTACH TO TRUSS TOP 'EDGE NAIL SPACING T SHOW"AS CHORD (z) 16I NAILS BOTTOM CHORD OF TRUSS AT SFER LOAD. TO TRANSFER 2X4 BLOCKIN G ® LASS w. GABLE TRUSS / TOE NAIL SHEATHING EDGE w/ VERTICAL WEBSAS EDGE NAILING (2) 10d 0 EA END NOTED IN THE SHEATHING TO ADJACENT STUD FRAMING SHEET SLIM SHEATH MN TRUSS NOTES (31 1Od NAILS ® (3) 10d NAILS EA. TRUSS CHIORD EA. TRUSS CFpRD NAIL BOTTOM CFgFRD O JI; OF GABLE TRUSS 4. w/ ■ :� ;�, 12dt AT O.C. A35 �n n MASONRY SEE RAN FOR IN1(WOOD) IRA OII1BaN» ATTACHMENT OF ALL STRUCTURAL SHEATHING. BLOCKING AS REOUI RED FOR BRACING BY TRUSS MANUFACTURER. PERMANENTTRUSS BRACING PER TRUSS SEE REQUIRED MANUFACTURER ® UY-0' BRACING PER TRUSS MAX. SPACING MANUFACTURER (1) ADDITIONAL FLAT 2X4 (i.e. BSCI REO%M) WITH BLOCKING EXTENDING A MIN. OF (3) 11 TRUSS BAYS PLACED PERMANENT BETWEEN TRUSS BRACING IiEfamuirKELaMMOMfitf (RESULTING IN 5'4r MAX. EIfMENMMT��IaL�! OVERALL BRACING) M�I)IARAE HORIZONTAL 2x BLOCKING BETWEEN MwE1t.MiaEMEBLaawialaRu FIRST 3 BAYS OF la#ErErllaEMAOML FRAMING TO PERMANENT BRACING r 10d O r O.C. �WE EW TRUSS BRAG DUAL 11/otnoz3 nva 01 ri NOT TO SCALE RWM-090 �rLa/LIL sa®�oagrsiR!! ttLw f OGLi c EitawraFal®#gwla®emiA �LEL#UM09MMIfMf O'gRUt001N1lAwblRq '/'• qqp#1D11167rg1r a• 1#aUElt AsfMaLwP ALlaatwraw t EKNW cooiavfE t LfwwEaliMllmMMLlIsaT®LwLaHlw. ! gAwlaEal■sMr1rIMMMIMMa FIBYOomMa®OasEMalEma,TarMaAIaMUEMmolalM V EEEULa �1RDOFSNEATFNGATTAIR11�fI DM1L7Ylr PMQiwsq/1/012023 R11R13 0WTRWH7a71TY1 reM 11rot�noz3 RWG110 NOTTO SCALE RWM-130 ORO Fieldstone C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERING: 29349 0• O IBRAHEM ELAYEB, PE P.E.# 91476 ■ BENJAMIN NIESE, PE P.E.# 86025 05/06/2024 DATE 11/012023 RWW-030 ``` %jiiIIIII/////�/ Alta IIV 40 Q STATE Q/ \ Q � ofi EaiT-E. �3aY£LY�c�.€fr-o8 ��a u`�Sea�•6A� ,E�QroP•s sag .i osE 06'fil�, e �s: eLs Mlchipri 3400 Aubum Rd Suite 200 Aubum Hills, MI 48326 + 1 248.622.4035 Florida 12906 Tampa Oaks Blvd. Suite 150 Tampa, FL 33637 +1 813.466.3310 www. fleldstoneae.CO/TI M M 011 -Z I••1 Z O I a � z > W O vi w U LU °q� v w O F DRAWN BY: FAE VERSION: 5.0 SHEET NAME DETAILS - ROOF SHEET# S4. 1 I _J EXTERIOR WALL SHEATHING /aasNNsM4 MWIw1/ MMra �M ll r r rae rae loss r1 =K11 MD= Raaaoasau /arsss 1 R MwLMaIL M/ NSEaaMrasr it IMNEMaNENJDIa arwaaM saorra M MMs/uE•M1E/rlMrosas Mu/M MaawaAMML/Naw M EXImwUlfATHi(i /rr//dm 1/Y M � �� M/D E10r a11a// Ml/EI t WNNN r roe roe am Mwa/W N R1MMM14Mr. ����� ssEwasE MM MINNEM/rt M®a[sMM1r/Noe�ApIR1M�M MINN" ApMMIEMItMMIr/1DMH pLMr�q I�srMMrMMrE U110=` MD MMa /r ew 1M1t MI1M aR 11M1 150" M Mp <rM fit Mrl RAMMM MOP 1Mlalreraa®•MumrsMsr arracm MMa1 NMM aM M 110111111 aR NarAMMs1R[tMr' OF eMM DR errll�MlrsteAMla[rlf� v <MINM [R Nar1►tMMae[LMrMNI as rwl,aMaMM/NAs n.uMn Artorrla SM HEM COIF IXTIM �MIHER N.1LMglMiH/IOealw/ MMF/EMNLM/To1MlIIDMMINM r0•�oMM,R. 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TO SCALE WC�1-121 /WNMM rAs1/roe a[sM/ratom/ssr U1 MIINMMaiur ue[ mewoe MrDARRMwr ua[trru/roe Tam = ater/rac arArUraMMM CALIF AM1OINIS 7I18/2021 rr to NOT TO SCALE WOW-180 arEarLLOMJuur aE MaraaEaMresrarMmprJ /eMaaMLMEMaM1,1DD NMMM AL AMkwomD Ns :Mn" AMWIDOM AMMMMr.MmD Mus®14PEN" AMMD.DQ� r,raMaEa/LRs av sRMMMMAONEu MMMraaM NEW /oarasa/1ea aawrxselDMMr r[Dat rM1MERMtsaarrMNrMrs[ rn rAlA/roe llMdr/ar/rMIM1 roal/oaMMM KNO MPAN MMAIRM Mt1Q/Im IL/rIMN O arMl E)r9r�ALYVIDOW —'-'----ETAL 11/0112023 wci-„0 at.MMLMM sr/oal//MMGMMmE1®I rs1rAMlrUraM KW LMM NOMMEMMI roa r.Mll �Mra aarMrasnDMMw t1M1a sra/m1M<1Mr•MIDrrMrrtas/e rrsm "MMrfA==trlMr=W Aaa1MMMMA ROwGN1OK milltorMRNQAMar rMInEMMtr/arTst/rsaeMl /ml MroerrMMLAaaolanlasulD raM rrrrlwMmtloc/Ir[a RMM MXW o TYWAL MIA ATTAOW DUAL „ro,a023 A 150 DREM BAAMU IMB7aUL r1rM11=1 L Nlgo IsrasrMMILL - MrLME�SrdM merrraMal W16�TYPII'iAl f�AiM DOOR ATTACI6BII� 1 v01/2= TYPICIAL CW MEIISECiION DUAL 11ro112= % )TYPIA FEN OW FLIP CELL DETAIL 1 vmn023 K WALL C0111[�"IIDN TD EXi. WALL 2 2� 2ozz 1BB rt la 18 NOT TO SCALE WOa4180 WGK 182 NOT TO SCALE WGW190 WOW-181 � mslolMrra rru1UNRD oMM aY AaMemMu1M</DaAMIr } MM1aAMM/MI MmraMURLsrr MN l90 DELI CIN DETALO M M\ BEL 22S12022 rrc� NOT TO SCALE A;; -250 000 Fieldstone C.O.A.# ARCHITECURE: AA26002802 4 C.O.E.# ENGINEERING: 29349 0 IBRAHEM ELAYEB, PE P.E.# 91476 ■ BENJAMIN NIESE, PE P.E.# 86025 05/06/2024 DATE No.860 % 'ADRIO• AT • ���: 3 L aa' '}£° ax221 •:Bs�6 =€se8 as°°e€g8sc°EFaa 2.2€ 5 fi b l e QyfrS-?�o8 ;-6� 86nb .E o�fi Qese Alch1pn AW Aub m Rd Suite 200 4uburn Hills, MI 48326 F 1 248.622.4035 Florida 12906 Tampa Oaks Blvd. Suite 150 Tampa, FL 33637 rt 813.466.3310 www.Beldstoneae.Com J MWN BY: FAE VERSION: 5.0 SHEET NAME DETAILS - WALL SHEETIM S4.2 . fSEMLON{OR00S�,.SIIr I.a1a111S1{1SGErl. 00.11MMIr0t�" 11ROOLSMMN100dtd �Rl1�IN1IAOMMMM.r fIMrEAlll911ROSiI1Ni �� r�1rw{Irm aMwMa ATV MQ[iMM o --- {a 1WMM 1116EEMM SIMM1.SN f10MN1ow"amw rMIM IUSSMAMM1. 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MR0 • IR -loe mw/M=AN00P11r m ER11/M®AN00fMNMR '� MarnMrANa+naMa LROOR TO MASONRY WALL @LOW ROOF 2n8no22 �1RAOR TO MASOI�iIY WALL @ LOW ROOF 2/16n022 %1ROOR TO WAS W WALL @ LOW ROOF 1211712021 L11 LIL � r.w LIJ r r.w JNOT TO SCALE LTWl io NOT TO SCALE LTM-120 NOT TO SCALE LTM-130 alllfl 1u Mom Md1aM1 MWmZ=9 lar/offhmlm Namum= fWF=W OaN f10ISI11al{MN111NN 111E M r�MLSMSi{ti.MF.M IIAI a—. 4IW CONECIION AT BEAM 811812022 �12- STORY =ECIIOII AT BEAM WI LOW ROOF �, a2022 E)OMMMUMBUFAIDErAL 2 z6n022 LZl so NOT TO SCALE LOG164 LOM-260 OHO Fieldstone C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERING: 29349 O IBRAHEM ELAYEB, PE P.E.# 91476 ■ BENJAMIN NIESE, PE P.E.# 86025 05/06/2024 DATE No. 860 oo- IVAU 9 _ . b?a b-n �i•�bY8?°�esi' Eib�p eYBgE �� �866�s a.fr ggb�g%. 3 Y�Sn>�'�eS�E€� Sfi`. eg�6:Ls Michigan 3400 Aubum Rd Suite 200 Aubum Hills, MI 48326 +1 248.622.4035 FWda 12906 Tampa Oaks Blvd. Suite 150 Tampa, FL 33637 +1 813.466.3310 WWW.fleldstoneae.COm M M E4 OZ , O (� > Z LU w Orx � F U Wir y O F L J DRAWN BY: FAE VERSION: 5.0 SHEET NAME DETAILS - FLOOR SHEET #t S4.3 r • wloisEwaarai wAElpEaa®1 AIIEriAsln r1MlRiOHsm tailliiillan �uout iErliulls Nam UK 1 11111111 Ines mwO wA>•ERri lE1OMgasi 1EEfESEEIE QIN APNU R p1EMM4 iniumom 1sEtrE1 �R I�EAi EExEp! IEalsmsElran U7 Irra� �lal/6 OIfi�MlEa6 OEiwtEl WE IMORM Pam E♦EE MKII Intl! ORM oelarlell 6iSN ELI911E ALW.w sown BMW ALM (n ww Kron aFwa®ri Krev � MINUM I Iswml raNNOW ... N IL I�"WIL EEWlIIwrE fEd�N4B EW�Efli101 IEL7al�i� ORMIM.M 11ron A>KE�iE� IrD %11TYWA 1 STORY WAIL SECTION 7/11'2021 �1TYPICJIL 1 SI081f WAIL SECTION 7/1 y2021 `/ WSM-010 �J WSM-020 - ti�LOEE1wA�R a®ilEE11ai0IE� - E7r>EParEeiEsnl - wER1E1ER0El - tNRElO�1an pRiOE10NIMM IE!®wA1/1 OW111E EIA,� wA>bROEAF®l elnailslliEa DEsnIEnII Sam EiIiLIOAIEi.E1 6�SOBiiIE r ewarloi �— IOEEArE,E1EAAIRE1i IaAAr®FliEf.� �1TYPM2OWWALLSECTION 11/01/2023 ws�os, Now 1 rGL IIOt14rELD 1 1/r EL WORK K EERE�IAE r Ewl >ia11 Oa167mA1MaalE 19009M R EIrIR�aaEl1�E�ME: IiE roair11111n �N�EIwA1E1wED I�elimmule1aE: ai 10�11111 IM INWIld. EE0R TYPICJIL SCAR DETALS NOT TO SCALE DORIE4Ea®IE L T FLOOR A TYWALSfMMTAU 11/12r2021 WS6101 RUIP10 ruler A,Tpp p OR 1=1M1F. li�rti6iE•BD rigs 2/21V2022 VVSG 103 Amm ICIL SIOEJ OWOADM#m NEEI 011ROEiy0I1 PWIDEEr11R Irrw AEIEir NOES Arrafp��a Er AEIB IrELAEa LwiE # 10 a rllr�ro4erarE[ioFr @wOIIEI s:wiw T 1 WA STM YUAU 11/12/2021 WSG705 O0O Fieldstone C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERING: 29349 O IBRAHEM ELAYEB, PE P.E.# 91476 IN BENJAMIN NIESE, PE P.E.# 86025 05/06/2024 DATE is E- a 4ilea'_. g�• Y� °e�:�8a-fr89o.a .a- oaex �ti�x: �1��6ip 1'. Y�eoS sg�6.��?Efsxgg¢e Mlohlpn 34W Aubum Rd Suite 200 Aubum Hills, MI 48326 +1 248.622.4035 Florida 12906 Tampa Oaks Blvd. Suite 150 Tampa, FL 33637 +1 813.466.3310 www.Heldstoneae.com F `xxj%%IIIII/I // ���pMl j �l L No. 8602 * DRAWN BY: I FAE VERSION: 5.0 SHEET NAME QI �Q '. STATE_ DETAILS - FLOOR / . • ...... SHEET #I S"ONAL �� `� I I IS4-3-1 PRECAST LINTEL GRAVITY LOAD TABLE v4.21 LOADS LISTED HAVE BEEN CALCULATED OR COW ILED FROM APPROVED MANUFACTURERS: CASTCRErE, LOTTS CONCRETE, QUAUTY PRECASTCO. MAXIMUM LOAD (PLF) APPROX. LINITELLENGTH MAX.CUSAR OPENING TYPEA 8"UNTEL 8'TYPE 8 8'TYPEC 12" TYPE 814"TYPE 12"TYPEC B" 14"TYPEC" 6"TYPE S 16'TYPEC 20"TYPE B 20"TYPEC 24"TYPE B 24•TYPEC 28'TYPE B 28"TYPEC 37 TYPE 37'TYPEC 710' T6" 2231 3069 3719 3280 5163 6607 8054 9502 i00D0 3069 4605 5206 6313 7547 0974 IODOO IOODO 3' 6" 7 2" 1231 3069 3719 3280 5163 6607 8054 9502 10000 3069 4605 5206 5113 7547 8974 IOOOD 1OODO 4.0. 7 8" 1783 2561 2751 3280 3920 4890 5961 7034 81D7 2561 4505 5205 6113 7547 8974 1000D ID000 a- 6" 12" 1343 1969 2110 2992 2931 3756 4576 540C 6224 1959 4375 5206 6113 7019 8672 10DOO 100DO 4' 8" 3 4" 1217 1349 1438 1716 1999 2560 3132 3686 4249 1349 SIM 4567 5365 4766 5817 7074 8203 5'4" 4! B" 1006 1349 1438 1716 1999 2560 3132 3686 4649 1349 3090 4567 5365 4766 5637 7074 8203 5IT 4! 6" 850 3105 1173 160C 1631 2090 2549 3009 3470 1105 2522 4242 43W 3942 4899 5817 6662 6' 6" S 2" 730 1232 2177MN/A 3480 3031 3707 4383 5061 1232 2177 3490 5381 8360 8625 759D 7.6" 62" 570 991 1729 2632 2205 2698 3191 3685 991 1729 2532 3898 5661 4742 55M 8' d" 70, 488 699 1160 1626 2564 3486 2818 3302 699 1245 1843 2564 3486 2964 3387 9' 4" 6 0" 416 699 1160 1625 2564 3i86 2818 3302 699 1245 1943 1 2564 34B6 2964 3397 6' 6' 9121, 356 535 890 N/A 1247 2093 Z777 2163 2536 535 1054tNA 1533 2093 2721 2259 2615 WC 10! v 315 67 890 1366 1846 2423 3127 4006 567 9451366 246 2423 3127 4006 12' 0' 30 8" 292 525 873 1254 1684 2193 2805 3552 525 873 2254 1684 2193 2805 3552 12'6" 11'2" 277 471 755 IG75 1428 1838 2316 2883 471 755 1075 1428 638 2316 28M 13'4" 17 0" 255 471 755 1075 1428 1838 2316 2535 471 755 N/A IU75 1428 638 2316 28w 14'0' 278" 239 424 706EN/ 1002 '326 2697 2127 2278 424 7061002 2328 107 2127 26M 14'6' 134" N/A N/A N/A N/A N/A N/A N/A N/A N A 783°1234" 1421° 1779° 2188" 26Q° 15'4" 14'O" N/A N/A N/A N/A N/A N/A N/A N/A N/A 710-11W- 1331• 1660- 2D32° 2459" 17'4' 160" N/A N/A N A N/A N/A N A N/A N/A N A 548- 952' 1317' 1379• 671' 1997- 19'4" 180" N/A N/A N/A N/A N/4 N/A N/A N/A N/A N/A 420- N/A 750' 960- 1177' 1415' 1676' 20'O' 1S B" N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A NO' N/A 596° 845° 1114' 1345° 1468' 24'0" 278" N/A N/A N/A N/A N/A N/A N/A N/A N/A N A 750' N A 450' 650° °880 109V 1220° 'PRESTRESSED "6' W/2" RECESS LLLINTELS Type A=Unfilled no Reba; Type B=Continuous Grout, Smel per Plan in Bond Beam Only; Type C = Con:inous Gtow-Steel per Plan in Bond Beam & Lintel LEGEND 8X8 FILLED CELL W/ (1) - #5 REBAR - - BEAMS ■ 7 8X8 FILLED CELL W/ (1) - #7 REBAR HEADER - WIDTH TO MATCH WALL - - - - GIRDERS ❑O 8x8 FILLED CELL W/ NO REBAR REOD _ _. PLUMBING WALLS (FOR REFERENCE) - - BEARING/SHEAR WALLS (FOR REFERENCE) � 45° CMU -FILL CELLS W/ #5 REBAR ROOF BLOCKING 12x12 FILLED CELL W/ #4 REBAR (IN WALL) ® BALLOON FRAMED ❑12x12 © FILLED CELL W/ #4 REBAR WAL SMIGHER BEARING WALLS (IN COLUMN) ',�.',.- CONCRETE TIE BEAMS ELEV ELEVATION INDICATOR ® PLUMBING PENETRATION FOR ILX DETAIL INDICATOR FRAMING LAYOUT HDR SIZE LINTEL OR WOOD HDR DESIGNATION OPEN SIZE (ALL WOOD HDR'S TO BE (2) PLY U,N.O.) OBRACED WALL LINE FASTENERS ALLOWABLE LOADS CONNECTOR CITYTYDE GRAVITY 8,s 1.0 UPLIFT IIbs)C@I.6 LATERAL Ibs 1.6 META16 a 0.148"z1-1/2" -. 1450 F3:340 F2: 770 HETA16 9 0.148"xl-1/2" - 1810 F1: 340 F2: 770 (2) META16 3 10 0.148"xl-1/1' -- 1875 Fl : 680 F2:770 (2)META16 14 0.162"z3-1/2" -- 1795 F1:1295 F2: 30B0 (2) HETA16 1,01V 10 0.148"xl-1/2" -- 1920 FI:680 F2 : 770 (2) HETA16 2- or 3-o1v 12 0.1WO-1/2' -- 2365 F1 :1350 F2: 1430 HSTM16 8 0.148"xl- 2" -- 1110 F1.120 F2: 90 4 1 4'kl-3 4' CONC SCREW LGU M28-2 6 3 8" x 4' TITEN NO 8150 1435 6 4"z212"SDSSCREW MSTC28 36 0.148"x314" 3460 MTS12 14 0.148"X1- 2" 990 121 MTS12 28 0.148"z1-12" 198D MTSI6 14 0.148"xl-1 2" 99D HU210-2 1S 1 4" x 2 3 4" CONIC SCREW 3500 law10 0.148"x 3" NTS16 32 0.148'xl- 2" 2,890 2 HT516 16 0.148"xl-3 2" 1310 HTS20 24 0.148"Xl-1 2" 1310 LSTA12 10 0.148"x2-1 2" 925 LSTA38 Id 0.148"X2-1 2" - 1235 -- LSTA30 22 0.1481#X2- 2" 1640 MSTA24 18 0.148"X212" 1640 2 MSTA24 36 0.148" X 21 2" 3,280 MSTA36 26 0.148" X 2 3 2" 2 050 2 MSTA36 52 0.148" X 2 3 2" 4100 MSTA30 22 0.148"X2- 2" 2050 MSTC28 0.148" x 31 4" 3,460 MSTC52 0.148"X3-14" 4735 MSTAM241 1,425 -- 14"4X214" MSrAM36 r26 0.148" X 3" 3J370 -- 14"X214" (2)MSTAM36 D.148" X 3" 4'X214" 3740MSTCM40 d"X2-14"GONG SCREW 2800 14 0.148"x3-1 4" MGT 22 0.148"x3" -- 3965 F1:775 F2:525 1 5 8"ATR HGT-3 16 0.148"x3" -- 10,790 -- 2 3d"ATR VG7R or L 2225 F2:630 6 1 4"x3" SDS VGTR/L 2 5 "ATR _ 5545 F1:650 F2: 630 32 1 4-x3" SDS VGT 1 S "ATR _ 4940 F1: 1185 F2: 590 16 i 4"x3" SDS (2) VGT 2 5/8-ATR _ 7185-2ply 88 ON Fl : 1185 F2: 590 32 1 4"x3"SDS OTT2Z 1 8 1/2-ATR 3 4"X3"SDS 1825-2x4 min 1 214542)2.4 min HTT4 1 5 "ATR -- 3630 -- 18 0.148"x3-1 2' HTTS 1 5 "ATR -- 4670 -- 26 O.ld6"z3" HTT5XT 1 5 8"ATR -- 5445 -- 26 SD 410x2-3 " ASU44Z 5/8- ATR 7570 19DO -- 0.162'x3-1 2"ABU66Z 5 "ATR 18205 2475 0.162"x3-3 2" H2.5A [12 0.131"Q-1/2" -- 565 F1:110 F2:110 HIGA 0.148"4-1/2" -- 1340 FI:565 F2:28S H10A-2 18 0.148"zl-1/2" .. ID80 F3:0 26 F2 : 260 HUC48 14 1/4"x2-3/4" CONIC SCREW 3500 1135 -- 6 0.148"X3" HUC414 24 1/4"x2-3/4" CONIC SCREW 5085 2015 -- 12 0.148'k3" LUS26 4 0.148'x3" 965 1165 SPH4 12 0.148"X1-1/2" -- Side:640 Center :1280 -- DTC dips 4 3/16N2-3/4"CONC SCREW F1:85 F2 : 135 2 0.131"x2-1/2" A35 12 0.131"xl-1/2" -. -- F1. 650 F2: 670" SDWC156W I SDWC15600 -- 615 F3:130 F2:225 SDWC1S45D 1 SDWC15450 295 F2: 150 HTU26 20 0.162"x3-1/2" 3200 12SO -- 14 0.148"x3" LGU3.63 -SDS 16 1 4" X 1 2" 1,120 5,5 55 -- 12 34"X2212" HDUS-SD52.5 1 7 "ATR -- 7.870 -- 20 1 4" X 2 1 2"SDS HDU11-SDS2.5 1 1" ATR -- 11.175 -- 30 1/4" X 2 1 2" SDS THD26 20 0.162" x 3" 2940 3240 -- 20 0. 148" x 11 2" THD28-2 28 0.162"x 3" 431D 4860 -- 16 0.148" z 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 EQ EQUAL MIN MINIMUM ATR ALL THREADED ROD ES EACH SIDE MISC MISCELLANEOUS BLK BLOCK EW EACH WAY MO MASONRY OPENING BLKG BLOCKING EXP EXPANSION NOM NOMINAL BOF BOTTOM OF FOOTING EXT EXTERIOR NITS NOT TO SCALE BOT BOTTOM FD FLOOR DRAIN OC ON CENTER BRG BEARING FDN FOUNDATION OPNG OPENING BTWN BETWEEN FIN FINISH OPP OPPOSITE CANT CANTILEVER FLA 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 READ 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 CONIC CONCRETE GYP GYPSUM SIM SIMILAR CONT CONTINUOUS HD HOLD DOWN SP SOUTHERN PINE #2 OR BETTER DBL DOUBLE HDR HEADER SPF SPRUCE PIR FIR #1/#2 OR BETTER DIA DIAMETER ILO IN LIEU OF TYP TYPICAL DWG DRAWING IN INCH UNO UNLESS NOTED OTHERWISE 140 WINDSPEED CHARTS 140 MPH 2O23 FL - C & C Pressures Aso Effective Wind Area Gable Root Cam onems I Hi Roof Components Wall Component. Zane 1 2ane 2 Zane 3 Zane 1 Zane 2 2ane 3 Zane 4 Zane 5 A-100SOFT(Gird-) 17.1 -35.3 17.1 -427 17.1 -49.6 1Q8 -30.3 148 -36.5 14.8 -3&5 311 -34.1 313 -38.0 A550SCIFT Wridovrs 19.2 -40.4 19.2 1 -549 1 19.2 -63.9 18.7 1 -36.0 187 1 -32.7 18.7 1 -45.9 3L7 -35.9 32.7 -013 A< 10 SOFT (Fasteners) 2A2 -52.0 24.2 -83.1 24.2 -98.6 27.3 .49.A 27-- -67.5 27.3 -67.5 3&5 -39.7 36.5 -49.0 Components and Cladding Pressures (ASD) - 2023 FL Positive Negative Width Heicht Effective Pressure Pressure Desaiodan I411C LM Lftj Area Eft21 (gift 160700HGsD 16 7 112 30.8 -344 3D68 w/3030 TR ENDS 3 8 24.0 34.6 -05.1 W/3010 TR 4 3 8 240 34.6 -37.7 308D DOOR ENDS 3 8 2Q0 34.6 -45.1 255H 4 3 5.25 15.8 35.6 -38.7 6D6BSGD 4 6 6.67 40.0 33.4 -3&6 2868 DOOR 4 2.67 6.67 17.8 35.3 -38.3 305DSH 4 3 5 15.0 35.7 -388 3050SH ENDS 3 5 15.0 35.7 -47.3 20405H ENDS 2 4 &0 31.5 -49.0 6080SGD 4 6 8 4& O 32.8 -3&0 DESIGN PRESSIRES 90C ARE WINNIV N-LOBABLE VALLES VkUES ARE TO BE INCREASED AS REWIRED BY MORE STRINGENI LOCk REWIREXENIS OHO Fieldstone C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERING: 29349 O IBRAHEM ELAYEB, PE P.E.# 91476 ■ BENJAMIN NIESE, PE P.E.# 86025 05/03/2024 DATE `\``jj%IIIIII///// No. 860 i Q STNT OF �� '•.F�ORIDP;••' ���� z/1111 IIII E- :p PpoEo ?cJfr=EEo 43o 5P6' - & zoB a Michigan 3400 Auburn Rd Suite 200 Auburn Hills, MI 48326 +1 248.622.4035 Florida 12906 Tampa Oaks Blvd. Suite 150 Tampa, FL 33637 +1 813.466.3310 www.fieldstoneae.com M M OLU Z Q I O Ca Q z O Imo( J LU 1 C) = C En = «-) W CC U 0 Ir O W W N OM L J DRAWN BY: FAE VERSION: 5.0 SHEET NAME REFERENCE CHARTS SHEET # S5.l CATEGORY / SUB -CATEGORY MANUFACTURER PRODUCT DESC. LIMITATION OF USE FL BLDG CODE # Exp Date 1. EXTERIOR DOORS ASSEMBLIES B. SECTIONAL Clopay Sectional Garage Door Up To 97 Wide 16' Wide Wind Code W5 FL # 15504-R7 12/31/2038 to 16'0" Wide 8' Tall. Door; Up to 9' Wide WindCode W5 Door C. SLIDING MI Windows and Sliding Glass Door Series 420 Aluminum FL # 15332-R6 12/31/2024 Doors SGD Reinforced D. SWINGING Therma-Tru Fiberglass door units 6'8 Impact Opaque FL # 13459-R6 12/31/2026 Fiberglass single door D. SWINGING Therma-Tru Full lite double door 6'8 Impact Opaque FL # 20461.R8 12/31/2026 Fiberglass double door D. SWINGING Therma-Tru Full lite double door 8'0 Impact Opaque FL # 20461.14 12/3112026 Fiberglass single door 2. WINDOWS F. SINGLE -HUNG (VINYL) M/1 Single Hung Window Front Elevation, Sides FL # 17894.1 5/02/2026 and rear non -impact H. FIXED (VINYL) M/I Vinyl Fixed Glass Front Elevation, Sides FL #18644.1 4/30/2026 and rear non -impact F. SINGLE -HUNG (VINYL) Silverline Single Hung Window Front Elevation, Sides FL # 19715 7/2312031 and rear non -impact SHUTTERS Astroguard Impact Protective System FL # 15208 A. SIDING JamesHardie HardiePlank Lap Siding, Cemplank Lap Exterior siding FL # 13192-R8 3/31/2026 JamesHardie HardiePanel Siding, Cempanel Siding Exterior siding FL # 13223-R8 12/31/2026 B. SIDING B. SOFFITS Ply Gem Mastic Vinyl and Aluminum Soffit Soffit FL # 32502.1 12/31/2026 B. SOFFITS Ply Gem Mastic Vinyl, Aluminum, and Plastic Fascia FL # 32869.1 12/31/2026 4. ROOFING PRODUCTS G. ASPHALT SHINGLES Certainteed Landmark Archtiectural 30 yr Roofing FL # 5444-.19 08/08/2025 M. UNDERLAYMENTS Rhino Roofing Underlayment Synthetic Roofing Underlayment Underlayment FL # 15216-Rl3 12/31/2024 • ermD �« TIM DRAW xor Z&C * O v16Y KTRn ORDRAIY]I um CPIfRACOp no D�tE n,Dn mole: coreTRCTw cw+r.R 9'FLNL IDORI WM an DTRYMA TO EER W_ eY Qt REC010 DeQEYow­zg 1Drew" WM. TItlE arD.a AIC TIE s,EmATED DR.O.bD DIIE DRAEDIYJK&L W1_1M REM1TtIm TO C011*?Mr R AT 0110E 'L p CGMTRLTY)! DN4L'ROCO 004 COpECl ne Pz ro bmf TO MEGAN1!lLRI' L F[Ef All REQt/BEM10 TC LDCAL 91DIC• AIE DJ D # T CppLY DRM DLIE DIRDIY CODED a-+ O e 0 w-0Q O ifgm oW_— Q w � oQ'o Q IEW4D11E oN11M wE DDee R. RE u•raDmp arAe WraDaeq DDFTIRE COVER SHEET 9HL1 P zpem 3 31C(� D1� lie AnN N6 Bey r�� FL ll L 5FI4�'t6ref's Gessir?% Ll