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HomeMy WebLinkAbout37933 Dusty Saddle Ln340 MADISON IV CMU f5� k,**4 7- Garage Left - Elevation I3 SHEET INDEX NUMBER: SHEET NAME: SHEET NAME: CS COVER SHEET CS-3 SQUARE FOOTAGE CALCULATIONS 7E-1.0 ELECTRICAL PLANS -FIRST FLOOR F-1.0 FOUNDATION - SLAB PLAN ELECTRICAL PLANS - SECOND FLOOR A -ID FIRST FLOOR PLAN A-32 MISC DETAILS A-2.0 SECOND FLOOR PLAN A-33 MISC DETAILS A-3.10 FRONTAREAR ELEVATIONS I/ROOF PLAN A-3.4 MISC DETAILS A-3.11 SIDE ELEVATIONS I A-4.0 BUILDING SECTIONS GENERAL NOTE5 THE STANDARD GENERAL SPECIFICATIONS FOR AMERICAN HOMES 4 RENT 4 AM14 DEVELOPMENT SHALL GOVERN EXCEPT AS MODIFIED 4 SUPPLEMENTED BY THERE PLANS. THESE PLANS HAVE BEEN DESIGNED TO MEET THE REQUIREMENTS OF: 2023 FLORIDA BUILDING CODE, RESIDENTIAL, 6TH EDITION OCCUPANCY: SINGLE FAMILY RESIDENTIAL CEILING CONSTRUCTION: I. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2 RNGH (I2.1 mm) GYPSUM BOARD APPLIED TO THE GARAGE BIDE GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/6 INCH (15.5 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2 INCH (12.1 mm) GYPSUM BOARD OR EOLIVALENT. EXTERIOR FINISHES: THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION SHALL BE PER THE CURRENT APPROVED BUILDING CODE AND ASTM C926. INSTALLATION O° EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER THE CURRENT APPROVED BUILDING CODE AND ASTM C 1063. ROSSO I. EACH BEDROOM MIST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE 18 NO ACCESS TO EXTERIOR THIBOUGN A DOOR THE WINDOW MIST 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 IB LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART O' THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 WANNER ABOVE THE FINISHED FLOOR OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4" SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FNI6HED FLOOR PER THE CURRENT APPROVED BUILDING CODE, P ASWIW_« I. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES N ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. 2. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHNG SMALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER THE CURMENT APPROVED BUILDING CODE WINDOW INSTALLATION: I. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. L INSTALL 2x4 BLOCKING AT TOILET PAPER AND TOWEL BAR LOCATIONS, SEE DETAILS. KITCHENS: L INSTALL 2X6 BLOCKING AT 89' AFF, ON CENTER FOR UPPER CABINET INSTALLATION. TU15 AND SHOWER AItHEA& I. CEMENT, FIBER -CEMENT, OR GLASS MAT GYPSUM BOARD (NO GREEN BOARD ALLOLLED) IN COMPLIANCE WITH ABTA C1288, CI325, OR CIMS AND INSTALLED WITH "9 x 1-1/14' DAGGERZ PHILIPS WAFER HEAD CEMENT BOARD SELF DRILL SCREW& W/ COATING SHALL BE USED AS BACIaR4 FOR WALL TILE IN TUB AND SHCWER AREAS, AND WALL PANELS IN SHOWER AREAS. TERMITE TREATMENT: TERMITE PROTECTION SHALL ISE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT C40NTANS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT 16 N ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE R.ORDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.' L 011MY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE RURNISHED 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 C0MECMD TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. ENERGY REdllREMEINT SCHEDULE EXTEROR W4115 (URINE) R-8 EXTERIOR WALLS (CLOCK) 4U FOIL ATTIC CEILNS R-38 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. 26 GAUGE (0.46 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHLNNICAL SYSTEMS SHALL BE INSTALLED ABOVE THE BASE FLOOD ELEVATION AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. S. AUXILIARY DRAIN PAR CATEGORY IV CONDENSING APPLIANCES SMALL BE PROVIDED WITH AN AUXILIARY ORAN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE N THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED N ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M14113. EXHAUST FANG AND VIT1tRNC, 1. 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 CRAtUL SPACE 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DUELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM 15ATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING. 3. DUCT LENGTH. THE MAXIMUM ALLOWABLE EXHAUST DUCT LENGTH SHALL BE DETERMINED BY ONE OF THE METHODS SPECIFIED IN SECTIONS MOM 45.1 THROUGH MB02.4.33. THE MAXIMUM LENGTH OF T1 E 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 2)5 FEET (162 mm) FOR EACH 45 DEGREE (0.19 MAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (1.6 RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FAN IS INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN 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 16 EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." 4. PROVIDE BACK DRAFT DAMPERS AT INTAKE AND EXHAUST LOCATIONS AS REQUIRED BY THE CURRENT APPROVED BUILDING CODE ji,bwRw::5� W ,7g37 ISSUED: 1 /9/2 024 VERSION: 5.0 SQUARE FOOTAGE AH411 ASSET MANAGEMENT SO, FT. HEATED AREA Sq. Ft MAIN LEVEL 843 SECOND LEVEL 1134 TOTAL AH4R SO. FT. (Slab/Cmtel) 1977 METHODOLOGY: ANSI Z765-2003 The toted ones oalaAded lean tits auhlds-tooutalde dharnhg Fs;hWtption ia oal IlNshed basemert options a shown. This area exdudsa stairwell at Noted loved above prsde, IW We, covered patiolporches. ALL �NOK SHALLGAWP Y 041'Ci� era II tivG 4 TWA 11-W-M NORUTM roe w(T WINLIwL ELEM (TO eE m Zv 8T RUN" C! CAII1140014 AT O Z A`O NO coot all.f1m mIW1 FIe7= o �e �m {/ J-A A Ck s x Q Q� 0 O 0 J /I V Zca „ U) C7 UU M 0 Ago C—)QLL VJ LL N�� W J cu: _ p Kh IL 45 Mr1)N I L J SQUARE FOOTAGE CHART ELEVATION T rw I �'I I I I I I I I L-------------� SQUARE FOOTAGE SQUARE FOOTAGE SQUARE FOOTAGE CONSTRUCTION AREA CALCULATION HEATED / CONSTRUCTION AREA Sq. Ft MAIN LEVEL &43 SECOND LEVEL 1141 TOTAL HEATED/CONSTRUCTION AREA (SWb/CMW) 1990 METHODOLOGY: ANSI Z766.20M TM toW aTp u1NJrw kam Ths outaWSTu-wWAa d krlYrq, YwiNdkq OplbnW M1MYIW EnwnwM ap W m show TW om adudes shkwroE d h%"d lad above grad% gwag%oowed petlolpordw BUILDING ENVELOPE AREA (ALL AREAS UNDER ROOF) Sq. Ft 6ARA6E 416 FRONT COVERED PORCH 42 TOTAL BUILDING ENVELOPE (SIab/Crawl) 2506 COVERED LANAI 1 120 METHODOLOGY No" 5 k pe Arse The WW arse caicuWb d WNdudkp Haded/Conwucdw a n caWated, and also kTdu m preps. ow mw powpwdmw MAXIMUM DEPTH MAXIMUM WIDTH eeMAXIMJM BUILDING HE1614T A.FF. = 25'-2' cm Am DEys.a+ed DO Nm SCALE TOM DROSIX vary mam OREMAVON sm CONRACTOIE AO fiM RAtl oam COr ixim OI TNEEE DRAM" 00NOT OMAN ymcmC MORNTMN MR ANY NRCOIUL EU31M (rO BE FRat®TEY IaMm ap pecomi Art oRC®.ACY Mt*WM ORBRATM ETT'J TI@ plrAlluae ao ANOCTAT®011AINae MAW SM DRAgm DULL W 0"Com TO CON"U QE AT ONOE MC NO Calgrito N NOLL HeT09C WIL CORD. THE WNTRACM AUM M Mrq ffYTOF@TAL FROINWOM OF LOCAL DIM r to CaPLY WIN EtA www CoDFA (u 9"� o �e o�q FTi ( a 9 a N IBFAEODE I Imm FEVISM u") 0 0 J r CD Z L ^ Fn �W� O ga CC' L J 22 LL C Q w LL o Vj W � _ O 0 0 M = rn a Lu co)N 11 J 21'-B" OVERALL ° — — — — — — — — — — — LANAI SLAB 4" CONCRETE SLAG MR OVER 6 MIL I F I VAPOR BAIWJM SLAB SMALL 5E I Q I OVER CLEA4 COMPACTED FILL W I y I FIBER ESN LL I 4' CONC SLAB MR UV PIKER MESH m I fJ I I I I I AAO PAD LOCATION 1 1 me= ROCK 9 ARY DRIP / ELELiWCAcompm 0-40 NVAL ;p Ol4SE I• LO II // BAKED CN LG`AIGFI I / CON T SLAB Fr — in U / 4• BLAB MR OVER 6 MIL // VAPOR &M &;ALL BE OVER : CLEAN ALTER FILL UV MERhEBN I _ m —�u 1 -- ;C 'L �— ---- 1�� I I } SANRARY DROP IT PORCH SLAB L 14 CONCRETE BLAB MSl OVER 6 MIL dam,' OR BQWM BLAB WALL BE N COMPACTED FUl UY FI I I 1------ 4' GONG BLAB MR O �e ---- I -------- FIBER MEB� CC CON FM �'SLAB 4' CONCRETE hM 6 MIL I B L — O VAPOR BARRIM 8C OVER _LIEANLCTA FILLWL ----------� I _—_-- -- — I I m ,4 I Ir-, 2'-BVl" 16'-3" OPENUNCs 2'-4Vl" 4'-9" '-4 71'-8. OVERALL SLAB PLAN - ELEVATION'I' erne UR-1'4rplm?) BOAIE lle-l-ow" FOUNDATION PLAN NOTES ALL UOiC SHALL BE N STING? CO'PWNLE WTN "DNG GODS F00WW_, Alb CONIY BADEIS DEPARTW STRIP TO WIO TREES, STUMPS, ROOTS ETC FROM ALL AREAS UUERE CQISTRIIGTICN WLL OCOR UNO. PLLL SULL BE RRUI LY CO'IPALTED, CLEAR &*VI LAY MATERIAL "M CF ROOFS, ORC•NSC MATIER OR OTHER NFEROR RAM LOCATIONS SMW BE COOIUDNATED WIN TRW MANIFAGUFZBU 4 81RUCTIRA BV*ML FROVIDE SOIL TREATMW AFb VAPOR BARRM AT ALL &LADS WEMORI 6MUI AFM DEva4R9R DO NOI W.*U mm millm VERFY E LOM OPOWATICN MR COORACTOR AO 811E KANB owm COABTwc"aL l;m DIWWIGB OO NOr CONTAIN BPECNC H ORM M TOE ANY 871EIC11R/L ELEND0 (TO BE PAWM WDANEEU6 R'COOl ANY DMCWA1CY (OPE SMOMATN,µOW 11� ORAIEIUB AND A880OATED rM ALL W FB .V 8To CCMINWI AT L AND NO CQtlm co w1 PROCEED U4RCOIUEOL TM CaNI9MM TOP TIE IdQEmm F TO MffTALL CFPV"BtoO<LOCA. annift NMAIN 1 TO CQ'ILY YII118U NwEIA � (U a }y J 0 04 0 �p r-1 OC A A Lu x a�a e v N 89FABE86E I imm REVEiM . C) 0 CD J /� 0 Z „ Fn 7 CwUS 0 Z L J fA =¢� N�C0 LU Co _ O cc � M= p`*3CL el) N L VERSION: 5.0 8lEEf e F-1.0 µANDRAIL 1-1/2" MIN ORISPAGLL' 1. 11ANDR4ILY I 1/4• MN 10 I'll" I.1n' MAk M.. DIM£TEIF'� ' 1a,ulea y HANDRAIL FROND! P.41 NAIL N C42141ANM UYTH1 118 OAVMfAPMWVW INULDNS CCDE STAIR DIAGRAM c I� r� FLOOR PLAN NOTE5 F%MDE VJ' (MNMI'U GYMH BONS SEPARATION AT WALLS AND 50 TYPE X CEILINGS IN TIE GARAGE ADJACENT TO TIE PAN WISE AD ATTIC AREAS. WASNING MA01N 15 AJIWTS LOCATED LEFT OF THE DRYER UNUffi NOTED OTHEFUSE ALL EXTERIOR WALLS ARE DRAW AT S' CPII ULESS NOW OTHERWISE Al MTERIOR A'D COTTON VLYle ARE DRAW AT 3 VJ' IILESS NOTED OTHERWISE 4EADER FOR FIRST FLOOR S AT V-r / 1-4' C44 E SECOND FLOOR IS AT T-' V 6' CLCs NADRAIL 1E&ff SHELL BE 36' PEY&M VMVICALLY P" TIE NO&M OF M TREAD. 0) Davu Valise U DOW NR: we RYYI Y BxYR— Y (I1110 d10 - Y aPl R u RYmn P a BmYY 6 eGvo Y OBxO 6VN. F wl YDM R M'd / EY. DAflS RFRIR BOOT BENCH DETAIL N.T.S. STOE VE EER— IER COPM SPELS ­4" V-4" LANAI V-4' CLG. AFF. I CCNCRETE I I I I I A/C PAD LOCATION V-15" I I I I �N m SHI 25 �N DINING ROOM 9 -4' CLG �A �T VINYL FLAW ITCNEN 24 0ALL 9'-4' CICa 34 W'AFF' FAMILY VINYL I'LM! 'X' I LOOM 9 O 9'-4'aG Oil I vINrL PLA4O I � � I D II r II I� b'-$YE' 9'_°�li„ 5�i" g'_• ey,-m" 4'-2" 4G' H 7 PdLL _ BELOW STARE XD CA DRY 16 5 14i 3 7 I VI VINYL PL 6 'I I I IF AWArSftrE Oy i a nE i LRNS_ PE aF a D DTI WALL 20 MN RATED OI- m� m DOOR ' S'_4" CLG I I in - Tn VINYL F.I. O- GAPAGE UA4JA UATN eEP na,ii 2-GAR d� SOLLA BASE FL CNYW 41E m ""'GARAGE TPTR1' W I 914' CLG AFF. cool" 3010 TR/N3 I " a FRONT PORC 0 V-SA ---- SOFFIT __ _____________________________ ______________________________ __ AT V-0' 14T. LIE OF hU A13m __ L- — — — — — — — — — — — — — — — — — — -- 16'4' x T'-D' OR DOOR I I 71'-8' OVERALL FIRST FLOOR PLAN - ELEVATION T WALE 1EP=1'an,n>I KAB+N'�raTdOU ae w DO Nm WAE UN DRAYNG6 N3SFr R Dpi CRIWATION &M CONIRACTON AO OR FLA11 sum o"IRICIXFL TNNE DRAWINGS DO NOT CO)RAN SPECIFIC WMWTYN FOR AR STRIOIPAL EUMM (TO BE FROYDm 13Y DrAmY CP RSCOIol Art omcl@Mcr (OPBSIM ORMATOK IETCI INEM-ad REIN TOAST ALL OIRS'BIIS OF LOCAL mOI 9DA6 Y TO C*KT YIN Si) 1 w �Q q A o�� x Q a� 0 u O J I� 0 Z s` Co C� w M 0 cn C�5< LU L J U) y vi W --I m ca _ 0 cc a. A N I L J MMff.. I FM VERSION: 5.0 .wmk* FIMT FLOM PLAN HANDRAIL 1-1/J" MIN GwAerAeLe HANDRAIL! I vs• nN To I tA" I-,q• nAx MIN. DIMRTIR-,n W—ANPF y HANDBALL DEG= PLAN Fl UMPIE HAORAIL N CLfP•LUNCE URTH THE CUMRM •APFlYOrm GULLDN6 CODE STAIR DIAGRAM 's I� FLOOR PLAN NOTES PRIDE VJ' OMN M GYMH BOARD SEPARATION AT IIAI I AND SW TYPE X CELLNGS IN TIE GARAGE ADJACENT TO TW MAIN HOUSE AND ATTIC AMA1. BAS "MACNI E IS ALU14YS LOCATED LEFT OF THE DRYER IKE%NOTED OMMSE ALL EXTERIOR BALLS ARE DRANK AT W CMR ULEW NOTED MERIM ALL INTERIOR AID CaM BALLS ARE DRAAN AT 3 N' UNLESS NOTED OTVERUSE NEADER FOR FIRST BOOR a AT V-V U 3'-4' UG 1 SECOND FLOOR IS AT T -V LLV V CV. N/RDRAL VEIGHT SHALL at W MEASURED YMICALLT FRCN RE NOW. OF THE TREAD. o, DENOTES EGFESS WINDOW ` V FRAME IIRALL9 IM•JLA � m LATE eNnetlne • %smPI 5H !•1 9/ Gf SFI !•I U.•Af. mFOIW H'S saw _a IRIS i0 v K i LINEN �uic PRIMAR7 � . L SUITE Vit FLAW PRIMARY s vm M." BATH e'-m' ew - vINYL PLANC .o = In — IRq Irc � o I PEDROOM 4 8' n YNTL PLANC PROVW 2'-M" 35' pal • io 42' IM DW.L CA� W• T1 w a 14 U Q D 10 S a T i 5 0 VINYL R-Abic FRAME UALLa O ' 5 BH SU BO!"NG 305Q11 • V $ SHOUIER q16, 0 1 ATTIC I x B O m L-ACCESSJ gTaG2 INSULATION — — VINYL FLAN, BY (U LATER TNEIro-PLY IRq OR E,W. ._a. 3• 4'-4 3_i" g�_.ILb,_m. 11 WWIC I 91-0' CL.G I VINYL PLANC (— 2/Ox4/0 S44 TEMP. � M I 5EDROOM3 PEDROOM2 9'_0. CLG V-®. 0 VINYL PLAN, V.L FLAN, I — SECOND FLOOR PLAN - ELEVATION 'I' SIXEAT•Tvo,„n WRE,IC•,'IV MW Y 0 O V D_ 'Z VJ cu W Lo O Z co M c�ga a LJCC 0 Q LL N coj LU ram_ a � MMN - ROOF PLANT SCNE:Ine-1'a Nli"1r) , scueIre-rap" � d ZONE I ATTIC VENTILATION: (3mm so Fr ArT10 erAcE / I Ba FT VEQILATIONI 'CA aLATOM RERECT 5m% RIDGE AND 50% SOFFIT VENTS 689 so FT UNDER ROOF ATTIC / 3M 80 FT / 180 FT . 3.% W FT VENTILATION SOFFIT VW 9 8O N EACH OFF -RIDGE VMS 08 80 N EA 3.86 8O FT x Sm% . LSS 90 FT WOW, 1.98 80 FT LOW l98 80 FT x 114 6O N .28538 80 M RdiIIIFFED (3) CFF-IWM VENT " 58 50 6N . 414 50 N LidLkBilRiii L98 Ba FT x 144 9O N d8536 9O M FlEiiIIF£D 28536 / 9 . 32 SOFFIT YEWS (CCNTk]M VENTED OMIT) ZONE 2 ATTIC VENTILATION: (3m0 s0 FT ATnc SPACE / 1 so FT VENTILATIONI m0 80 FT UNDER ROOF ATTIC / 300 50 FT / I e0 FT . A3 SO FT VENTILATION SOFFIT VENT 9 50 N EACH LOW Ve4TW, AS 50 FT x 144 50 N .62.40 SO N REOIIFED 62" 11 . T °SCFFTT VENTS (CONTNim VEINED SOFFIT) ZONE 3 ATTIC VENTILATION: (3mm so FT ATTIC SPACE / I FT V@lTILATION) 42 Sa FT IN" ROOF ATTIC / 3mm 60 FT / I FT . 14 80 FT VD(TILATION SOFFIT VENT 9 80 N EACH LOW VSNrNG 34 80 FT x 144 80 N .20.16 80 N W:CWFED 2®)6 / 9 . 2 SOFFIT VERB (CCNTNJM VENTED SOFFIT) ZONE 4 ATTIC VENTILATION: (3mm sa Fr ATTIC SPACE / I so FT rENmanaN) 120 50 FT MER ROOF ATTIC / 3M 80 Fr / 160 FT ..40 80 FT VENTILATION SOFFIT VEIN 9 e0 N EAGN OW VEWNG .40 80 FT x H4 80 N .5Tb0 80 N IEOIIIRED 5T6m / 9 . 6 som VENtS (CONTWOQS VENTED SOFFIT) Q 5A2 PITCH_------ 5 ARCH 9HMGLE ROOF (TTPJ 5A2 PITCH 6" FRIEZE TOP CF FA9GA � Ld FLR 60I. MG 4" HEADER TRM—� 4" COR`ER iRM R g HORIZONTAL LAP SIDING PER COI'M SPECS 4° TRIM ----- SILL— ------------------------ LIrE FLASHMG (T rP) - 4A2 PITCH 4/12 PITCH _SECOND FLR 6' FRIEZE ARCH WWA E ROOF MPI 6' RAISED STUCCO .`.. lot FLR CEILNG +i• ,;', I,•Y i �" ;\' U2NDOW LNE ®®, ' ' I El® El El El 0� \ ;j� COACH LN314T PER COrt1 SPECS C9 ' CEMENTITIC IS S PER CO'7'r. SPECS ' • '! <\, QF ©®®��®� , •.'t• 4'FTRIM 9711C!q TRIM ,alm � a � '®' ®�0 0 +�• ,M1•� �• ____ E10 0 M E � — FM FLR ELEV FRONT ELEVATION "I" SCME'j,t-,'amen SOME' If: WPM 6" FRIE HORNZONT, LAP SIDP PER C01' SPE 4' COR4& TR CEMENTITIO 81= PER car' SPEC Q 12 5 5/12 PITCH 5 ARCH SI4W E ROOF (flpJ TOP t7F FABGA— __ CEWMG IIP �O �7 REAR ELEVATION "I" SGMB Ire'-Ta1neTI SCALE' X-ra MM 2 Q �F V Zcc It C� w M OZ co Aga CC JCC =QO N � W rJ a�x O0 o V) cr-M d MMN STUCCO MR C". SPECS 12 � LAP SIDW. PER COM SPECS 4"COWER TRIM 5m PITCH ARCH GHNG.LE ROOF (TTPJ COWER TRIM •7 X", w % STUCCO PER CalK SPECS .•..... ........ . .. 4 RIGHT SIDE ELEVATION Oil SOME, SCALE: 'CPO) LEFT SIDE ELEVATION SCALE �ff' ;'0(11.17) SCALE: No 0(2b" 5A2 PITC14 5/12 PrTCI4 ARCH 914WILE ROa (TYPJ LAP SIDM PER CO tt SPECS _4" CONINER T" STUCCO WHXW Lie TOP OF FASCIA WNXWLW SECOND RR4 KINDOW LIME CETIENTITIOUB STUCCO PER COW. SPECS A cum All Daym,"aff 00 Nar SCALE 71EEE DRMRM VEW MADNS OPWATION UTW COGRACTOR AND 6M KIM owma"ImignmI'm DRAMA DO Wr CCWAN MECM WOMATM FOR MY 611RUCTA& ELZIDM (TO BE PF4V= BY DriMM OF RECM1 ANY DISCREPA= (PHINSICNI, OWNTATM EM) ASMA W. sm ,"a in Tc AT a= *0 W 0"141:rm &VU rmCCm UML Comism TIE 0%~M ASSM ME reamm a Lock m"I's OFMALA 4 to ALL C&KY UM WAM IMILDIM 0cm 4-1 to QY mg 0 ULl > LL mm. FEMM Lc) 0 0 _j 0 CD Z cmu cc W Lo C43 ocr) Z Z35< U) (.)00 0 _j cr =< LL c) Lu MA c') a. rn W cN l) F -I L -i oEwNler. FIE VERSION: 5.0] SIDE ELEVATIONS *a7,mfi I SHW# A-3.1 1_1 BUILDING 5ECTION NOTES PLEASE NOTE: MESS DETAILS APE STRCTLT AACIAT CPJPAL, FlfBi TO STRICMTAL SNEETS FOR MM W-O"TICK WCTIM SRIILAR TO OTWR ELEVATIONS Alb W$N IISMG 7116 EMEROR WALLS 12 12 12 5' Ff£-MNIFAL'IUMP IRA=* MS ILATION PER FBC ATV ENERGY SUBMITTED UATN FMIT APPLICATION 3H RR hT WMDOW LME _ 9 \ NOOK �� SECOND FLIt � LSff LFT-®• \ — — NEADROOM \ a � W F112 LEILNG j� B \ WMDOW LSE µ d D \ §� 0 �fu IS TT 9 LAUNDRY ° T a S 4 0 C j � 7 FM RR MEV 16 TREADS 10"-W-S" C*PAOTED 1ER'l, TWATED OOL WVAPM FIELD VERIFY BARAR BUILDING SECTION "AA" ,'an,t1T19EVATgN TSIavA,•Au.BEVATgW&WSM WAR W10 ohm 12 5 FI-M*UACTMM TIWM 12 5 INS$ATION PER FBC AND EM%Y FORS IN"ITTED WITH PERMIT APPLICATION TOP —_ WMDOW LNE V-O" aLIN. E %TP OM 4 AB TH 2 �� OOM 2 \ BECQO FLR // 12 —let FLR CEILMG � wMDpILME S� a a FAMILY ROOM PC US GARAGE m WLL a C FN FiR ELEV BUILDING SECTION "BB" SCAIP,p•,'V (IW7)ftVAMMrM"-AIlMMWWSYM aTAc AVDEo>La+en DO NOT AD TNESE Ar U VAGOVTTAaOt ORSMM WM aw-cm TOR Rb SIST li a 68Q1E taDO MMKM 11ELE acmff" DOtb1 C m A S TMICR MCRWKM (T MR 6Fmovm SLEMs (TO F rwo l seA7e®ea I PVMDIk C DIS MWAICY AMK fDIiNNONgORBIIATION V TNEff O0M a MO ASSOC7AT®AM PIE 06 -OM TO !WILL TE IM *0 T Cta11nte A7 a MONO C/WiRL Co SIULL FROOE2 WTSL 001"lORD. TNT OOIl11eAA:lQI AeNfEe i1E RkFR.dLI1 ITO AE- Al. , WICL" 4 OOF LOrJL.LDN6 � TOlaMLT WIN frAll SWlDN6 cam �...J J � 0 cq ~ w 0 � < TT1 A c aka x a Q� 0 J i 0 � Z CO 0WLo Z ch 0 �g< cr- �QLL o N COCO- W J cv�= o� � ova f M co F --I L J MWIR I F/A VERSION: 5.01 oulu TNO WCVIONS Iow, A-4.01 ELECTRICAL LEGEND � GA5 GAS LINE {� ��� LAN LK"Ni �. Gyy COLD WATER {�} FLUSH MOUNT LED i� ELECTRICAL PANEL S� WALL r'IowTED LIGHT 8 ELECTRICAL METER � WALL SCONCE � DUCQfECi &ARCH FLUORESCENT LkiHT WI BULB $ 8WRC3F O FLUORESCRIT LKiiT W 1 BULBS S VAPOR OR GARAGE 700 AMP METER MAN COMBO mm AI'A° MAN LUG S�OR I I PNEL I I I I I I I I I G I I *gb 4/0 AL M R GABLE I I AA: JWF\� DW,2# CT y FGF FLOOD LIGHT RI. GROIINDMG ELECTRODE i I' I h, $HALL COMPLY WITH SEC 25052 ELECTRICAL RISER DIAGRAM N.TS. GFI i 24' Fl ___ --- GM — Odb II PROOF sTRxlUEo O I MEDIA CABSET TO GT 9 I MCLUDE CATW6, GFI V I I TTTVVW COAX USB, WN ROUTER PBPAOE VERIPT E)DOC +� IOWER 9-L � � n LOCATION A?0 MOUHTMG LEIGFIT d PRIOR TO p. MBTALLATION GFl �+42JNTDIA \/%A _]� IT L-73 r//a %//4 — _------------------ r%/1 D W zaus=�_ i _�Gi1 I2di o Cad GFl GF 942' I'-4' GM �+42' / @GFI / / M + / `u I ' OPT. DEDICATED 50 ----- 2Y'R'_8(4•50NEH4 ____________________________ 1A0.%)P�______________ I -- B-�------------- r I v I LP WP FIRST FLOOR ELECTRICAL PLAN - ELEVATION "I" 86YETR•T'dpldn BCNE 1)1'-T•4 P" PROTECTED $ 3-WAY OTSLI MN DEOBDRBG DO NOT SGTLE THE DRAWN VOWr MLDNS ORENTATION YIN CG TIWOR AV SITE KI M 9BOIC CONSTRIC 10i Twm DRAWN DO NOT 0WAN IFELFIC KORWKN FQL ANY STRICIIRAL BEM (TO BE PROVIDED YY Dams Cp INSCONDI ANY DIScwacY (OMIM AORB/TAUAM TFEIE MWMa RO ASSOGITID DISMSMS rdA r SIZE DRAM MALL EE INFORMTo CJNIRALTQS AT ONCE AND NO CONSTRCTKN MWJ. RVCIM WIL fdRYCIED. nE COORACTOR ASSUE6 THE IEM-DdMNT TO MEET ALL IEOIR[MMRS OF LOCH EULDLM OFFICALS A TO C*KT YTN STATE dLDLM COOEA J--1 J i•'1 d1 Q, 0 Wes" n�Q a L F�i N 0 F_ 0 J /1 V Z � Fn tomD co VQW v0, M CC�Q L J Q U 0QO vJ LL N � LLI r O Q a F— N I L J fMMNW: FIE VERSION: 5.0 MMENSE FIRST FLOOR owt E-1.0 ELECTRICAL LEC+N0 GA9 GAS CUE } IECE5= CAN LIGHT CW COLD WATER FLL°W MOW LED 0 ELECTRICAL PANEL Q WALL MOUNTED LIGHT IJ ELECTRICAL METER WALL SCONCE Q' DISCONNECT SWITCH FLLOR£SCE NT LIGHT WA BALE $ SWTC14 O FLUORESCENT LIGHT W/ 2 BW H8 3 $ 3•WAY SWTCN VAPOR PROTECTED LIGHT a $ 4-WAY SWITCH Ip EMNAUST FA1 $D DIMMER SWATCH 061MIST FAN v LIGHT 4 BUTTON ® EXHAUST FAN W/ HEAT 4 LIGHT GD DUPLEX CUTLET 0 SMOKE DETECTOR OUADPLEX OUTLET OdD CARBON ONOXIDE LT OR jb T OffL T Ex (7� THERMOSTAT R®R FLOOR CUTLET DIRECT WRE 6 GFI arm T PHONE JACK wrGrI WATER aLT �' T MEDIA JACK OLG CEILING TOTED OUTLET n!-1f ti' CABLE TV OUTZ 2zda © 220v CUTLET ooLR aMEs CEILING MOUNTED ® SECURITY PANEL Lag "ONG CEILNG FLOOD LIGHT MOINIED LIGHT n n C=4-7 CEILING PAN C- -7 CEILW. FAN W/ LIGHT u u ELECTRICAL GENERAL NOTES SWITCHES TO BE 45' AFF. RECEPTS. TO BE 12' AFF. - 42' F OVER A GOITER ALL WRING TO BE N ACCORDANCE UM NEC ARC FAULT CIRCUIT NIERRJF TER PROTECTION SHAM BE PRONDED AS RECWIRED N NEC 2IOJ2(A) AND SHALL BE NSTA IED N A READILY ACCESSIBLE LOCATION ALL St-M DETECTORS SHALL BE HARDWFED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EOUIPPED WITH A MONITORED BATTERY SAGGP. PROVIDE AND NSTALL LOCALLY CERTIFIED SMOG DETECTORS. GROJID FAULT CIRCUIT NTERRIPTER SHALL BE PROVIDED AS REONIRED N NEC II02(A) AND NSTALLED N A READILY ACCESSIBLE LOCATION. R IS TIE RE PONSIBILRY OF THE LICENSED ELECTRICIAN TO NSIUE THAT ALL ELECTRICAL WOW IS N RILL COMPLIANCE WITH NFPA 10A - NEC AND ALL APPLICABLE LOCH. STANDARDS , CODES, AD ORDNAICES. PROVIDE INTERSYSTEM BONDING TREI lKATION AT SERVICE LOCATION PER NEC 250.94 LIMN AIRES N CLOTHES CLOSETS SHALL BE INSTALLED PER THE PROVISIONS OF NEC ASUVA) 4 (5) RELESSM LIGHTING TO BE AR TIGHT AND IL RATED W% OF THE LAMPS N PERMANENTLY ENTLY INSTALLED FIV UES SMALL BE NIG146PICI ENCY LAMPS REFtR TO ENERGY CALCLATONS FOR ADDITIONAL PFORMATIONL PROVIDE THE REQUIRED CLEARANCES ARXID PAW AD DISCONNECTS N COMPLIANCE WITH NEC II016. ALL RECEPTACLES SMALL BE TAMPER RESISTANT PER NEC 406.1 THE BRANGN CAUGHT SUPPLYING THE RECEPTACEES) N A CWARAGE SILILL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE AFCI PROTECTION - MOU2 (5) WELLING WITS. ALL C0 MOLT, SINGLE FHABE, 5 AND 20 AMP BRANCH GROITS SUPPLYING CURETS NSTAIAW N DWELLING GARS, FAMILY ROOMS, DNNG ROOM% LONG 1001'18, PARLORS, LIBRARIES, DENS, BEDROGM6 &A IDO"IS, RECREATION ROLtA CLOSETS, "LWAYS, OR SMILAR RD" OR AREAS SHALL BE FROIEL$D BY A LISTED AFC, COMBINATION TYPE, INSTALLED TO PROVIDE PROTECTION OF BRANCH GROUT. SECOND FLOOR ELECTRICAL PLAN - ELEVATION T BMAP iR-t'd nttlTJ SCxE: Ora R2oW I C) O J I 0 rZ vJ cc C7 w Ln LVi ' cc C� w 0 L i cc �Q O VMJ ILL o co � W r _ O c� cc 0 � McN I L J p11WN- F/E VERSION: 5.0 ow* -* ELECTRICAL FLANS SECOND FLOOR 0E1G E-2.0 HOUSEWRAP BARRIER (TAPE ALL JOINTS) OVER EXTERIOR HOUSEWRAP BARRIER (TAPE ALL SHEATHING PER SPEC -SHEATHING JOINTS) OVER EXTERIOR TO OVERLAP RUBBER SHEATHING PER SPEC -SHEATHING 15#I BLDG FELT BETWEEN FLASHING TO OVERLAP RUBBERIZED HOUSEWRAP BARRIER AND FLASHING BRICK VENEER -TYPICAL UP Jyx l / RUBBERIZED THRU-WALL RUBBERIZED THRU-WALL d FLASHING, EXTEND UP B" pIASHING, EIGEND UP B' VERTICALLY (4 MIN - VERTICALLY (4 MIN VERTICAL PROJECTION VERTICAL PROJECTION ABOVE SUBFLOOR), ABOVE SUBFLOOR), TRIM TRIM TO OUTSIDE FACE TO OUTSIDE FACE OF WEEP HOLES AT COURSE OF BRICK BRICK ABOVE HASHING - 24" O.C. HORIZONTALLY THRU-WALL FLASHING NOT TO SCALE HOUSEWRAP BARRIER - REFRIATWINDOW CUTTING COORDINATE 15# BUILDING FELT BAROPENING. APPLICATION WHEREBRICK VENEER IS SPECIFIED FOLD HOUSEWRAP DOWN OVER HEAD FLASHING AND APPLY CORNER PATCH EXTENDING I"MIN. BEYOND BARRIER CUTINSTALL HEAD FLASHING OVERLAPPING WINDOW FLANGES A MIN. OF 7- INSTALL UNDER HOUSEWRAP APPLY JAMB FLASHING OVER SIDE WINDOW FLANGES - MIN. VABOVE - HEAD AND 3" OVERLAP AT SILL INSTALL WINDOW OVER SEALED AND FLASHED PREMANUFACTURED SILL PAN BEFORE TAPING - FILL ENTIRE INTERIOR PERIMETER GAP W / NOWEXPANDING FOAM OR SEALANT TAPE SEAM OF OVERLAPPING PLASTIC SILL BOOT PREMANUFACTURED PLASTIC SILL BOOT WINDOW OPENING FLASHING NOT TO SCALE GABLE END WHERE OCCURS ��^ REFER S EVATIONS AND DETAILS 12 TYPICAL ROOF COVERING PER SPEC SEE ROOF PLAN TYPICAL ROOF TRUSSES PER SPEC TYPICAL ROOF INSULATION PER SPEC ER ROOF DRIPEDGEPP.EER� CODE B COMM. SPEC TOPE OF CM.U. I„• REFER TO ELEVATKkNS TYP. INT. CLG. L• MATERIAL -PER SPEC FASCIA PER CODE B COMM. SPEC. REFER TO STRUCTURAL TYPICAL SOFFIT FINISH PER SPEC FOR TRUSS TO WALL TIE BEAM - REFER STRUCTURAL CONNECTION TRIM PER BEVATION PER SPEC R CMU BLOCK REFER STRUCTURAL BI1'WT TYPICAL STUCCO FINISH ON BLOCK PER �I' 'I SPEC TYPICAL INTERIOR WALL FINISH AND INSULATION OVER BLOCK PER SPEC �— WAINSCOT PER EIEV. PER SPEC TYPICAL BASE VERIFY FOUNDATION PROFILE. VARIES BY PER SPEC I LOCATION / CONDITIONS REFER STRUCTURAL VERIFY DEAIL FOR TERMINATION WALL FINISH AT FOUNDATION PER ELEVATION A MATERIAL. 0 FN. H. REFER TO PLOT PLAN FOR SLOPE • CONFIGURATION 15M BLDG FELT BETWEEN 14OUSEWRAP BARRIER AND BRICK VENEER -TYPICAL CONTINUOUS MORTAR NET WEEP HOLES AT COURSE ABOVE FLASHING - 2,C O.C. SOLID GROUP BEHIND \ HORIZONTALLY FIRST COURSETY FOUNDATION \\_ POURED FOUNDATION BRICK LEDGE WALL THRU-WALL FLASHING @ BRICK LEDGE HOT TO SCALE GABLE END WHERE OCCURS 12 REFER ELEVATIONS AND DETAILS SEE ROOF PLAN TYPICAL ROOF COVETING PER SPEC TYPICAL ROOF TRUSSES PER SPEC TYPICAL ROOF INSULATION PER SPEC REFER TO STRUCTURAL FOR TRUSS TO WALL CONNECTION TYPICAL INTERIOR WALL FINISH AND BASE PER SPEC TYP. INT. CLG. MATERIAL - PER SPEC FOR TRUSS TO WALL CONNECTION TYPICAL INTERIOR WALL FINISH AND INSULATION OVER BLOCK PER SPEC TYPICAL BASE PER SPEC - DRIP EDGE PER CODE 6 COMM. SPEC hi.OW. IREPER TO ELEVATIONS FASCIA PER CODE B COMM. SPEC. TYPICAL SOFFIT FINSH PER SPEC TYPICAL WALL FINISH ON FRAME W/ SHEATHING, PER ELEVATION, PER SPEC TYPICAL 2z FRAME WALL AND SHEATHING - REFER STRUCTURAL h 2ND F.F Rff9lF ELEVATIONS - WATERPROOF WALL FINISH TRANSITION VARIES BY ELEVATION. REFER DENTS AND SPECS r.O.W� aff9tWftEVArK)Ns - DRIP EDGE. CRACK CONTROL AND WEEPS - REFER DETAILS AND SPECS TIE BEAM REFER STRUCTURAL NY CMU BLOCK REFER STRUCTURAL TYPICAL STUCCO FINISH ON SLOCI SPEC WAINSCOTT PER ELEV. PER SPEC VERIFY FOUNDATION PROFILE VARIES BY LOCATION/CONDITIONS REFER STRUCTURAL VERIFY DETAIL FOR TERMINATION WALL FINISH AT FOUNDATION PER ELEVATION AND MATERIAL 0'NY' FIN. FL. REFER TO PLOT PLAN FOR SLOPE CONFIGURATION TYPICAL 1-STORY WALL SECTION TYPICAL 2-STORY WALL SECTION NOT TO SCALE NOT TO SCALE FRAMING SYSTEM EXTEND METAL HASHIN ABO D CAST STONE SILL O % •( BRICK ROWLOCK - \ REFER TO ELEV. 1 1 BRICK SOLDIER (OR) 3 BRICK •\ COURSES -REFER TO ELEV. THRU-WALL MEMBRANE FLASHING WAINSCOT DETAIL NOT TO SCALE HOUSE WRAP OVER WALL SHEATHING - PROVIDE ENOUGH OVERLAP TO COVER METAL FLASHING AND THROUGH -WALL FLASHING TAPE OVERLAPPING SEAM SIDING PER SPEC IT BENT METAL FLASHING - EXTEND Ir VERTICALLY EXTERIOR SEALANT ) CAST STONE SILL OR BRICK ROWLOCK- REFER TO ELEVATION WEEP HOLE THRU-WALL MEMBRANE FLASHING TO FACE OF BRICK W/ MIN. 24" VERTICAL LEG. LAP UNDER BUILDING WRAP. 7/8" STUCCO OVER FRAME (SHEATHING, 2 LAYER W.R.B.. LATH AND STUCCO) - PER SPEC PEEL R SLICK BRIDGE FLASHING, SHINGLE LAPPED OVER STUCCO ACCESSORY VINYL PLASTER DRIP SCREED - PER SPEC INSTALL PER MANUFACTURERS INSTALLATION INSTRUCTIONS CAP SHINGLE - DO NOT STAPLE OR NAIL ROOF CEMENT SHINGLE ROOFING ON ROOFING UNDERLAYMENT- PER SPEC PEEL 6 SLICK BRIDGE FLASHING. OVERLAP ON TO ROOFING UNDERLAYMENT 6"W CORROSION RESISTANT BASE FLASHING - PER SPEC PRE-ENGINEERED WOOD TRUSSES SEE STRUCTURAL AND TRUSS DRAWINGS FOR SPACING AND CONNECTION DETAILS NOTE. ALL ROOFING MATERIAL (PER ELEVATION) SHALL BE INSTALLED PER MANUFACTURER'S INSTALLATION INSTRUCTION. VERIFY ROOF SHEATHING WITH STRUCTURAL DRAWINGS 2ROOF TO WALL AT RAKE SCALE: 3'- )'-ON Iff STUCCO OVER FRAME (SHEATHING, 2 LAYER N.R.B., LATH AND STUCCO) - PER SPEC PEEL 6 STICK BRIDGE FLASHING, SHINGLE LAPPED OVER STUCCO ACCESSORY VINYL PLASTER DRIP SORE® - PER SPEC INSTALL PER MANUFACTURERS INSTALLATION INSTRUCTIONS #RILin.9:1 N." CAP SHINGLE - DO NOT STAPLE OR NAIL ROOF CEMENT 6'Ae CORROSION RESISTANT BASE HASHING (TYP) PRE-ENGINEERED WOOD TRUSSES SEE STRUCTURAL AND TRUSS DRAWINGS FOR SPACING AND CONNECTION DETAILS TYPICAL EXTERIOR WALL ASSEMBLY - SEE STRUCTURAL DRAWINGS NOTE: ALL ROOFING MATERIAL (PER ELEVATION) SHALL BE INSTALLED PER MANUFACTURERS INSTALLATION INSTRUCTION. VERIFY ROOF SHEATHING WITH STRUCTURAL DRAWINGS ROOF TO HEAD OF WALL - SHINGLE 1 SCALE: 3"- T-0' i••1 iA-••1104 1 0 1 �j � 0 r m 9 DL `� 1a� J A> A x o�4 a Q� 0 I O J LR V Q% Z ``^a V W ri O g co Mn C Q O I L co W cam= O M} ri 2 rn a McN VERSION: 5.0 .I&TNRE YISC. DETAILS NFHf i -3.2 HANDRAILS NVILLNOT BE LESS THAN 3V OR MORE THAN 3N IN HEIGHT ADMTHHESTARNO00, HANDTANB SHALL BE CONTINUOUS PER RIGHT OF STAIRS. HANDRAILS SHALL BE 117CLEAR OF ALL ADJACENTFNISH MATERIALS AND ENDS SHAUL RETURN TO WALL OR TERMINATE 11/r-r N CROSS SECTIONAL DNENSIM, OR APPIDVED EQUIVALENT, IN NEWEL POSTS OR SAFE TERMINALS. HANDRAUSHML BE AND BE SMOOTH WITH NO SHAFT EDGESICORNERS STAIR AND RNUNGI SUPPLIER NSTALLFA SHALL SATISFYALL BUADM DEPARTNFMAPPROYAL REQUIREMENTS FOR THE PRODUCTS THEY PROVIDE OR INSTALL GUARDRAILS SHALL NOT BE LESS fib° c5 THAN 3r N HEIGHT �p�' �� IOCA THE HANDRAILCONSTRUCTION SHALL BE ABLE TO RESISTA LOAD OF 20S lB8 MRJ01 IN MY DIRECTION AT ANY POINT ALONG THE TOP RAIL g OPEN RAMS SHALL HAVE INTERMEDIATE RAILS OR AN r10'fSPHERE MAY ORNAMENTAL PATTERN SUCH THAT Ar DUIIETET SPHERE NOTP AES CNODTPASSTHROUGN H r SPHERE MAY THEGUMDRAILCONSTINCTION SHALL BEABLE NOT PASS TO RESIST CONCEN MTED LOAD OF 2DO LEIS IN THROUGH ANYOIECIION THIS DIA13RAM ILLUSTRATES THE THETRIANGLIAR OPBEKIR AT SPECFIC REQUTAEIBIfG OF THE STAR TREAD, EM81, S BOTTOM BU LDNG CODE AND ISON LY M AID EHALLBE SUCH THAT V DIAMETER FOR BUILDING DEMON AND SPHERE CANNOT PA38FND TUGH. CONSTRUCTION HANDRAIL/GUARDRAIL CODE DATA FINISHEDSURFACE 3/1'PLYWOODTIEADS a gW 0 SAY PLYWOOD RISERS 2)(12 NOTCHED STRINGER 50TYPE 'Y.[iYP. BD AT ALL WALLS AND CARD OF ENCLOSED USABLE SPACE UNDER STAIR .0. TREADS SEE PLAN j T LEXPANSION GM (3) U12 STRINGEDGTYP. LANDING/STRINGER DETAIL SCALE: I VP. P-m• FINISHED SURFACE EQ. TFFADI SEE PLAN 31rPLYWOOD TRFADS a� Ll W 2102 NOTCHED STMOER(3 a1 STRINGERS MN AT EACH STAIR RUN)17LPANSION OAP (n'P ) W PLYWOOD FIBERS (3) 002 STRINGERS TYP. SECURE NOTCHED BERINGER TO SILL PLATE WITH PLUMING ANCHORS SECURE PLATE TO SUB WITH SLAT PNB. ALL WOOD N DIRECT CONTACT WITH CONCRETE TO BE PRESSURE TREATED OR PROVIDE BFBPAg1S MBIRIWE SEPARATION AS ALLOWED BY CODE FLOOR/STRINGER DETAIL BCALE: I IR•• P-0• 111r MIN. -T MAX. 11/4'MIN.-2'MAX 11/2'CLFI. HARDWOOD TOP MIL WALLBRACIETAT rQ D.C. MAX 11ALUSfE1BSPACEDAT/ 3W O.C. MAX 2A em STAR MTD WALL MID HANDRAIL BG1LE: I W% I'-0' MATCH HEIGHT OF BASEBOARD — 2XFMMNG — 0"All — loo SMRT BOARD 202 STRINGER WSPACER 5N TYP 9T GYP. BD. AT ALL WALLSAMD CEAID GF ENCLOSED USABLE SPACE UNDER STAR SKIRTMALL DETAIL SCALE: I IA•. P-0' 3/4' GAP TYP. 2 STALL NFDSTMNDEA� NBTNL 2E FIE STOPATI� SPAN OF STRINGER (3)2l2STIRiQERSTYP. 59 TYP T GYP. ED. ATALL WALLS AND CENNq OFENCLOSED UGABLESPACE UNDERSTAIR STRINGER/LANDING DETAIL V 0 O J E 0 z_ N U' w� O Z co =ga G J O Q /VrrJ LL co)fn w ) 1- J 0cr- 0� o�= 1T a � MAIN r- IIAWNIIY; FIE VERSION: 5.0 awwa MIM CIUAILS *We -3.3 EXTERIOR FIBER CEMENT SIDING OVER T/VE K` OR EQUAL HOUSEWRAP OVER EXTERIOR SHEATHING AND FRAMING PER STRUCTURAL DWGS. 6' WIDE SELF ADHERING, SELF HEALING WATERPROOF MEMBRANE UNDER 2 LAYERS OF BUILDING PAPER - TAPE/SEAL CORNERS CORROSION RESISTANT METAL HEAD FLASHING WITH WRAPPED ENDS EXTERIOR GRADE SEALANT OVER BACKER MATERIAL INTERIOR 6' WIDE SELF ADHERING, SELF HEALING WATERPROOF MEMBRANE SHIM SPACE PER MANUFACTURE' RECOMMENDATIONS _ CAUL13NC-TYPCAL WINDOW ASSEMBLY INSTALLED WITH CONTINUOUS SEALANT BEAD AT FLANGE PRIOR TO INSTALLATION NOTE WINDOW ASSEMBLY TO BE FASTENED TO STRUCTURE PER WINDOW MANUFACTURERS INSTALLATION REQUIREMENTS AND RECOMMENDATIONS HEAD AT FRAME WALL SCALE: 3'. I'-0' EXTERIOR SELF ADHERING, SELF HEALING WATERPROOF MEMBRANE SILL DAM -CONTINUE 6' MIN. UP JAMBS EXTERIOR GRADE SEALANT OVER BACKER MATERIAL FIBER CEMENT SIDING OVER T/VEC OR EQUAL HOUSEWRAP OVER DMINOR SHEATHING AND FRAMING PER INTERIOR WINDOW ASSEMBLY INSTALLED WITH CONTINUOUS SEALANT BEAD AT RANGE PRIOR TO INSTALLATION CAULKING -TYPICAL : DO WOOD DAM INSTALL PLYWOOD, PAINTED BLACK BEHIND WINDOWS AT DORMERS, TYP. NOTE: WINDOW ASSEMBLY TO BE FASTENED TO STRUCTURE PER WINDOW MANUFACTURERS INSTALLATION REQUIREMENTS AND RECOMMENDATIONS SILL AT FRAME WALL SCALE: 3'• 1'-& HORIZ LAP SIDING INSUJLED FOR FRMG. PER HORR LAP SIDING INSTALLED PER MFRS FOR FRMG. PER MHPS INSTRUCTIONS o/ BENDING STRUCTURAL DETAILS INSTRUCTIONS o/ BUILDING PAPER o/ STRUCTURAL DETAILS PAPER o/ SHEATHING AS GYP. BD. SHEATHING AS OCCURS (PER GYP. BD. OCCURS (PER STRUCTURAL STRUCTURAL DETAILS)) DETAILS( LAP BUILDING PAPER MIN 3' I I? o/ GSM DRIP EDGE BASHING STUCCO FINISH COAT o/ FOAM TRIM SEE ELEVATION 24 GA GSM DRIP EDGE 2x6 U ICE 6 WATER SHIED AT CORNERS. N 9 EXTEND 6' UP WALL Ix WD. TRIM h WOOD TRIM SEE ELEV FOR SIZ (RACK ASSEMBLY SEALANT 2x RES DR. HEAD 2( RES DR. JAMB GARAGE DOOR JAMB STRIP GARAGE DOOR TRACK GARAGE DOOR OVERHEAD GARAGE DOOR JAMB SG1LE: I In'. P-0' OVERHEAD GARAGE DOOR HEAD 8G&E: 1 1ST'. T-0' EXTERIOR FIBER CEMENT SIDING OVER T(VEC OR EQUAL HOUSEWRAP OVER EXFEBOR SHEATHING AND FRAMING PER STRUCTURAL DWGS. C WIDE SELF ADHERING, SELF HEALING WATERPROOF MEMBRANE OVER BOTH LAYERS OF BUILDING PAPER EXTERIOR GRADE SEALANT OVER BACKER MATERIAL C WIDE SELF ADHERING, SELF HEALING WATERPROOF MEMBRANE INTERIOR SHIM SPACE PER IAMUFAC LIES' RECOMMENDATIONS CAULKING -TYPICAL WINDOW ASSEMBLY NSALLED WITH CONTINUOUS SEALANT BEAD AT FLANGE PRIOR TO INSTALLATION NOTE: WINDOW ASSEMBLY TO BE FASTENED TO STRUCTURE PER WINDOW MANUFACTURERS INSTALLATION REQUIREMENTS AND RECOMMENDATIONS JAMB AT FRAME WALL SCALE, W- P-0' D' BLDG. PAPER o/ STRUCT. SHEATHING SEXTANT FWD TRIM SEE ELEV. FOR Siff TYPE D' BLD'G PAPER o/ MOISTOP If MN. LAP( o/ WINDOW FINISH SEALANT SLIDING GLASS DOOR FRAME SLIDING GLASS DOOR HEAD SCALE: 3'. P-0' J � T J Z BE j� Vw3 1ccl g¢o G J � Cu- cr QNcnco W J c� cx oCC O _ ova cM N F L J GENERAL STRUCTURAL NOTES: 1. ALL WORK SHALL CONFORM TO THE 2023 891 EDITION OF THE FLORIDA (INTERNATIONAL) RESIDENTIAL CODE AND APPLICABLE COUNTY CODE AMENDMENTS. STANDARDS LISTED IN STRUCTURAL PATE 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, STRUCRIRAL, MECHANICAL, ELECTRICAL, AND CIVIL/SITE DRAWINGS. COORDINATE THE STRUCTURAL DRAWINGS NTH THE REQUIREMENTS SHOWN IN THE OTHER COMPONENTS OF THE CONTRACT DOCUMENTS. 4. TYPICAL DETAILS AND OTHER SECTIONSIDETAILS APPLY TO CONDITIONS THAT ARE SIMILAR TO THE CONDITIONS DESCRIBED IN THE SECTIONS/DETAILS, EVEN IF THEY ARE NOT SPECIFICALLY REFERENCED ON THE PLANS. -5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEANS, METHODS SEQUENCES AND PROCEDURES OF CONSTRUCTION, INCLUDING BUT NOT LIMITED TO TEMPORARY SHORING AND BRACING. 6. DO NOT SCALE STRUCTURAL DRAWINGS IF DIMENSIONS ARE OMITTED OR NOT CLEAR, CONTACT THE ENGINEER. 7. CONSTRUCTION SHALL COMPLY FULLY WITH THE APPLICABLE PROVISIONS OF OSHA AND THE LOCAL GOVERNING CODES, CURRENT EDITION, AND ALL REQUIREMENTS SPECIFIED N THE CODES SHALL BE ADHERED TO AS IF THEY WERE CALLED FOR OR SHOWN ON THE DRAWINGS. THIS SHALL NOT BE CONSTRUED TO MEAN THAT REQUIREMENTS SET FORTH ON THE DRAWING MAY BE MODIFIED BECAUSE THEY ARE MORE STRINGENT THAN THE CODE REQUIREMENTS OR BECAUSE THEY ARE NOT SPECIFICALLY REQUIRED BY CODE S. THE ENGINEER'S SEAL APPLIES ONLY TO THE STRUCTURAL COMPONENTS ON THIS DOCUMENT. ALL DIMENSIONS ARE TO BE VERIFIED WITH THE ARCHITECTURAL DRAWINGS. ANY DEVIATIONS OR DISCREPANCIES ON THESE PLANS MUST BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER OF RECORD. BACK CHARGES WALL 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. CONCRETEIMASONRY 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 HILTI KWIK-CON 11. 10. CONTENT LINKED WITHIN OR CODES THAT MAY BE SHOWN OATH THE DRAWING SET ARE FOR INFORMATIONAL PURPOSES ONLY AND THE PROFESSIONAL SEAL ON THIS DRAWING DOES NOT APPLY TO CONTENT CONTAINED WITHIN ANY OR CODES, 11. POST INSTALLED EPDXY ANCHORAGE GENERICALLY NOTED WITHIN THESE DRAWINGS SHALL BE EITHER SIMPSON STRONG TIE SET30, OR HILTI HR-HY-160 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 -ISPSF DECK13ALCONY LIVE LOAD =40 PSF NOTE TO TRUSS & IJOIST MANUFACTURERS - ROOF & FLOOR SYSTEM DELEGATED DESIGN SHALL CONFORM TO THE FOLLOWING DESIGN STANDARDS: LOCATION TOTAL LOAD WE LOAD MAX TOTAL DEFLECTION ROOF TRUSSES I L/240 I L/240 1" FLOOR JOISTS/TRUSS I L/360 I U480 117 NOTES: 1. MAXIMUM TOTAL LOAD DIFFERENTIAL DEFLECTION BETWEEN ADJACENT PARALLEL MEMBERS SHALL BE 5/8" 2. ANY MEMBER SUPPORTING BRICKIMASONRY SHALL BE LIMITED TO A TOTAL LOAD DEFLECTION OF U600 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 WAND 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 WAND & SEISMIC) -2000 PSF LATERAL EARTH EQUIVALENT FLUID PRESSURE WALLS UNBRACED AT TOP -40 PCF WALL BRACED AT TOP =55 PCF 5. GUARDRAILM ANDRAIL LOADING: ALL GUARDRAIL44ANDRAILS SHALL MEET 200 LBS (MINIMUM) CONCENTRATED FORCE APPLIED IN ANY DIRECTION. IN -FILL COMPONENTS OF GUARDRAIL SHALL MEET 60 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 QCC-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 CI50 "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-616 GRADE 80. & REINFORCEMENT SHALL BE FABRICATED AND ERECTED ACCORDING TO THE ACI STANDARDS: "DETAINS AND DETAILING OF CONCRETE REINFORCEMENT', ACI 315 - AND WANUAL OF ENGINEERING AND PLACING DRAWINGS FOR REINFORCED CONCRETE STRUCTURES', ACI 316R. 7. REINFORCING STEEL AND WELDED WIRE FABRIC SHALL BE PLACED WITH MINIMUM CONCRETE COVER AND TOLERANCES AS FOLLOWS: SLABOPF(MNND@ WITHIN UPPER 213 OF SLAB AND 314" MINIMUM COVER AT INTERIOR CONDITIONS; 1-1/2' MINIMUM COVER AT EXTERIOR CONDITIONS CONCRETE 8IDUNDI LTIM AGAINST EARTH: 3' 11`10 I 00NGEIL 1-1/2- (#5 REBAR OR SMALLER) 2- (#'S REBAR OR LARGER) TOLERANCI: +/-318" & REINFORCING STEEL SHALL NOT BE CUT, SENT 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: 25W PSI SLAB -ON -GRADE & CONCRETE BEAMS: 2500 PSI 11. CONTRACTOR SHALL TIE REINFORCING STEEL SECURELY IN PLACE PRIOR TO PLACING CONCRETE AND PROVIDE SUFFICIENT SUPPORTS TO MAINTAIN THEIR POSITION WITHIN SPECIFIED TOLERANCES DURING ALL CONSTRUCTION ACTIVITIES. INSERTING DOWELS INTO WET CONCRETE IS NOT PERMITTED. ANCHOR RODS AND STEEL INSERTS SHALL BE SET BY TEMPLATE TO WITHIN A 1/8' TOLERANCE IN ANY DIRECTION WITH MINIMUM EMBEDMENT AND EXACT PROJECTION INDICATED ON THE DRAWINGS, PRIOR TO PLACING CONCRETE- 12. HOOKED BARS SHALL BE STANDARD 90 DEGREE HOOKS PER ACI UNLESS NOTED OTHERWISE ON THE DRAWINGS. MINIMUM LAP SPLICE SHALL BE CLASS B PER ACI 31 S. LOCATION OF LAP SPLICES SHALL BE AS INDICATED ON CONSTRUCTION DOCUMENTS 13. DOWELS INTO FOUNDATION SHALL MATCH SIZE AND SPACING OF VERTICAL REINFORCEMENT AT ALL COLUMNS, PIERS AND WALLS, UNLESS OTHERWISE NOTED. 14. CONTRACTOR SHALL OBTAIN APPROVAL PRIOR TO PLACING OPENINGS OR SLEEVES NOT SHOWN ON THE DRAWINGS, THROUGH ANY STRUCTURAL MEMBER. 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-W1.4XW1.4. WELDED WIRE FABRIC SHALL BE FURNISHED IN FLAT SHEETS (ROLLS NOT PERMITTED) AND SHALL CONFORM TO ASTM A-1084 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 N 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 I S. CONTROL JOINTS SHALL BE FURNISHED WITH A FULL-LENGTH KEYWAY CENTERED ON MEMBERS. WHERE THE SIZE OF KEY IS NOT SHOWN ON THE DRAWINGS, THE KEY SHALL BE 25% OF THE CROSS-SECTION DIMENSION OF THE MEMBER AND MINIMUM 1.1/2INCHES 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 30SR "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 DURING CONCRETE PLACEMENT. PROVIDE POLYETHYLENE VAPOR RETARDER COMPLYING WITH GOVERNING BUILDING CODE LISTED ON THIS SHEET AGAINST SONS WHERE CONCRETE IS TO BE PLACED; LAP ALL EDGES 61NCH (MINIMUM) AND SEAL WITH ADHESIVE- 4. WHERE FOOTING STEPS ARE NECESSARY, THEY SHALL BE NO STEEPER THAN ONE VERTICAL TO TWO HORIZONTAL U.N.O. 5. FOOTINGS SHALL BE CENTERED UNDER COLUMNS AND WALLS UNLESS SPECIFICALLY DETAILED OTHERWISE ON THE DRAWINGS. 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. S. A GEOTECHNICAL ENGINEER REGISTERED IN THE STATE OF WORK PERFORMED SHALL INSPECT THE CONDITION AND ASSURE THE ADEQUACY OF ALL SITE PREPARATION, SUBGRADES, FILLS, BACKFILLS BEFORE PLACEMENT OF FOUNDATIONS, FOOTINGS, SLABS AND WALLS. HE SHALL SUBMIT REPORT TO THE ARCHITECT/ENGINEER DESCRIBING HIS INVESTIGATIONS OF ANY NON -CONFORMING WORK BACIFILLING: i. DO NOT PEACE 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 BACKFILLINO 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 PASTM 111557), IN LIFTS NOT EXCEEDING 8INCHES. MASONRY NOTES: 1. CONCRETE MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530, "BUILDING CODE REOUIREMENTS FOR MASONRY STRUCTURES' AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 530.1, "SPECIFICATIONS FOR MASONRY STRUCTURES.- 2. CONCRETE MASONRY SHALL CONFORM TO ASTM COD 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 CEMENTAJME OR MASONRY CEMENT FOR MORTAR. 5. GROUT SHALL CONFORM TO ASTM C476 WITH MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 2,500 PSI. S. STEEL BAR REINFORCEMENT SHALL CONFORM TO ASTM A615, GRADE 60. 7. VERTICAL CELLS CONTAINING REINFORCING AND GROUT SHALL FORM A CONTINUOUS CAVITY, FREE OF MORTAR DROPPINGS. S. VERTICAL CMU WALL REINFORCING SHALL BE AS NOTED ON THE DRAWINGS. DOWELS TO CONCRETE FOUNDATION TO MATCH SIZE AND SPACING OF VERTICAL REINFORCING UNLESS NOTED OTHERWISE REINFORCE CMU CORE AT CORNERS, EACH SIDE OF CONTROL JOINTS AND EACH SIDE OF WALL OPENINGS WITH (1)#5 CONTINUOUS VERTICAL REINFORCING BARS.. 9. HORIZONTAL BOND BEAM AND VERTICAL REINFORCING SHALL BE CONTINUOUS U.O.N. LAP SPLICE REINFORCING PER THE SCHEDULE OR USE MECHANICAL SPLICES ADEQUATE FOR 125% OF SPECIFIEDYIELD 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 SITE LAP SPLICE LENGTH BEND DIAMETER AC HOOK #4 20' 7 10' #5 25' 33/4' Ur #6 34 4-1/2' 11" MASONRY NOTES (CONTINUED): 10. REINFORCING BARS SHALL BE HELD IN POSITION BY WARE TIES OR OTHER APPROVED MEANS TO ENSURE DESIGN LOCATION AND LAP. PLACE BARS AND LAP PRIOR TO GROUTING. 11. GROUTING OF MASONRY WALLS SHALL CONFORM TO RECOMMENDED PROCEDURE FOR "LOW LIFT GROUTING OR •HIGH LIFT GROUTING' AS OUTLINED IN THE NCMA-TEK 3-2A - GROUTING FOR CONCRETE MASONRY WALLS AND ACI 5301ASCE 5 SPECIFICATION FOR MASONRY STRUCTURES. GROUT LIFTS SHALL NOT EXCEED 5 FEET WITHOUT MECHANICALLY CONSOLIDATED (VISRATED) 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 75% OF THE REQUIRED STRENGTH FM. BRACING SHALL BE PROVIDED IN ACCORDANCE WITH OSHA - CONSTRUCTION SAFETY STANDARDS FOR MASONRY WALL BRACING AND NCMA TEK 3-48 -'BRACING CONCRETE MASONRY WALLS DURING CONSTRUCTION.' WOOD FRAMING NOTES: 1. STRUCTURAL SAWN LUMBER, STRUCTURAL COMPOSITE LUMBER, AND CONNECTIONS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION.' (NDS) 2. PLYWOOD HAS BEEN DESIGNED IN ACCORDANCE WITH "PANEL DESIGN SPECIFICATION.' AND SHALL CONFORM TO 'VOLUNTARY PRODUCT STANDARD PS1 CONSTRUCTION AND INDUSTRIAL PLYWOOD.' 3. ORIENTED STRAND BOARD (OSB) SHALL CONFORM TO 'VOLUNTARY PRODUCT STANDARD PS2 PERFORMANCE STANDARD FOR W0004MM STRUCTURAL -USE PANELS'. 4. ALL BEAMS AND HEADERS SHALL BE *ftY U.N.O. 5. WOOD SILL PLATES AND WOOD WALLS SUPPORTED ON CONTINUOUS CONCRETE OR MASONRY SHALL BE ANCHORED WITH 1/7 DIAMETER CAST4N4 ACE ANCHOR BOLTS WITH T EMBEDMENT, 4- (MINIMUM) AND 12" MAXIMUM) FROM END OF SILL PLATE(S), LOCATED WITHIN THE MIDDLE THIRD OF THE SILL PLATE, WITH NUT AND 3S4'4.229' WASHERS AT THE ANCHOR SPACING BELOW: MAXIMUM ANCHOR BOLT SPACING = 7-W O.C. REFER TO "PRE -APPROVED FIELD REPAIR NOTES' SECTION FOR ALTERNATE ANCHORAGE APPROVALS. FOR OTHER ANCHORS NOT LISTED, SUBMIT TO ENGINEER OR RECORD FOR REVIEW. S. ALL LUMBER N CONTACT WITH EARTH, CONCRETE, OR MASONRY -AND WOOD BEAMS POCKETING INTO CONCRETE OR MASONRY WALLS HAVING CLEARANCES LESS THAN 1/2' ON TOP, SIDES, AND END(S) SHALL BE PRESSURE TREATED OR SEPARATED WITH AN IMPERVIOUS MOISTURE BARRIER. 7. STRUCTURAL SAWN LUMBER SHALL BE SPRUCE -PINE -FIR NO.1 /NO.2 OR BETTER U.N.O. WITH BASE DESIGN VALUES: Fs= 875 PSI FC+ = 425 PSI FT = 450 PSI Fo= 1150 PSI FV= 135 PSI E= 1400 KSI WITH THE MOISTURE CONTENT OF THE WOOD IN SERVICE WILL NOT EXCEED 19%. S. BEARING AND EXTERIOR WALL STUDS SHALL BE CAPPED WITH DOUBLE (2)) TOP PLATES INSTALLED TO PROVIDE OVERLAPPING AT CORNERS AND AT INTERSECTIONS. END JOINTS IN DOUBLE (2)9 TOP PLATES SHALL BE OFFSET AT LEAST 24 INCHES AND SHALL BE NAILED WITH NOT LESS THAN (8)-0A S2'x24/2' FACE NAILS ON EACH SIDE THE JOINT. DOUBLE (2)9 TOP PLATES OF EXTERIOR WAILS AND INTERIOR LOAD BEARING WALLS SHOWN ON DRAWINGS SHALL BE SOUTHERN YELLOW PINE NO.2 OR BETTER WITH BASE DESIGN VALUES: Fa- 1IOD PSI F - 565 PSI FT- 675 PSI FC- 145O PSI FV- 175 PSI E= 140O KSI WITH THE MOISTIA 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 MICROLLAM LVL PMRALIAM PBL M TLOEigIfiMD LBL E - 2000 KSI E - 1800 KSI E - 1300 KSI Fs - 2800 PSI F, - 2400 PSI F9 - 1700 PSI (') -'BOOZER BEAM 2.1 IF ARE AN ACCEPTED ALTERNATE TO PSL COLUMNS SPECIFIED ON PLANS PROVIDED THE SOOZER BEAM 2.1 E IS OF EQUAL OR GREATER SECTION DIMENSION TO THE PSL COLUMN AND OF EQUAL OR LESSER HEIGHT 10. FLOOR SHEATHING SHALL BE 23/32 INCH, APA RATED SHEATHING, 48/24 MN., 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 (I)-2x JACK STUD AND (1)-2x KING STUD, MINIMUM, REFER TO CHART BELOW U.N.O ON DRAWINGS: WINDSPEED OF <- 110 EXP. C WAIL HEIGHT OFT 9FT IOFT STUD SITE HEADER SPAN (FT) 4 1J/1K 1J/1K 1J/1K 6 1JAK 1JAK 14W 6 1JAK 1J/2KK 1J/3K 10 /J/2K /J/2K 1J/4K 2x4 12 1JPK 1J/3K 1JAK 14 1J/2K 1JAK ENG 16 1J/3K 1JAK ENO 18 1J/3K ENG ENO WINDSPEED OF <- M EXP. C WALL HEIGHT *7 9FT 10FT STUD SITE HEADER SPAN IFS 4 1JAK 1JAK 1J/1K a 1J/1K 1J/1K 1J/1K 8 1J/1K 1J/1K 1J/1K 10 1J/IK 1J/1K 1J/1K 2x6 12 1J/1K 1 IK 1J/1K 14 1J/1K 1J/1K 1J/1K 16 1J/1K 1J/1K 1J/1K 18 1J/iK 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 I W O.C. MAXIMUM U.N.O. NON -LOAD BEARING PARTITION WALLS SHALL BE CONSTRUCTED WITH 2X OR METAL STUDS (18 GA MIN.) ® 24- O.C. MAXIMUM. 15. STUD COLUMNS UNDER LOAD BEARING POINTS OF GIRDERS/BEAMS SHALL MATCH THE GIRDER/BEAM PLY COUNT WITHIN 1/7 TOLERANCE (2-PLY STUD COLUMN MINIMUM). SOLID BLOCK ALL GIROERAFAMS THRU FLOOR SYSTEMS AND TO THE FOUNDATION. 1S. WHEN NOT SHOWN ON DRAWINGS OR DETAILS, THE NAILING SCHEDULE FOR WOOD FRAMING ELEMENTS SHALL COMPLY WITH THE IRK: TABLE RS02.3(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 HJOIST SHALL CONFORM TO ASTM D SM. JURISDICTION SPECIFIC NOTES: 1. FOR PARTIALLY ENCLOSED AREAS, INCLUDING BUT NOT LIMITED TO LANAIS, PORCHES, AND BALCONIES A 1/7 (MINIMUM) EXTERIOR GRADE SOFFIT BOARD WITH A CEMENTITIOUS KNOCKDOWN FINISH IS ACCEPTABLE PROVIDED THAT IT IS PAINTED MEETING THE REQUIREMENTS OF ASTM CM TO GIVE THE CEILING WATER RESISTANCE. THE SOFFIT BOARD PRODUCT SHALL BE ATTACHED PER MANUFACTURER SPECIFICATIONS TO BE IN COMPLIANCE WITH R703.1. 2. THE SOFFIT DESIGN PRESSURE 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 WALL 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 i "NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION.' FINAL PRE-ENGINEERED ROOF TRUSS FRAMING LAYOUT AND DESIGNS TO BE BY ROOF MANUFACTURER'S DELEGATED ENGINEER. 2. ROOF TRUSSES SHALL BE DESIGNED FOR THE SUPERIMPOSED LOADS IDENTIFIED IN THE DESIGN CRITERIA NOTES SECTION. 3. THIS PLAN IS DEVELOPED FROM THE REVIEW OF MASTER TRUSS FILES. ANY LOT THAT DEVIATES FROM THE MASTER TRUSS FILE ON RECORD,OR FOR PLANS FIELDSTONE AE IS NOT CONTRACTED TO PERFORM TRUSS RENEW ON, THE CONTRACTOR IS RESPONSIBLE TO ASSURE THE DIRECT COMPLIANCE OF TRUSS MANUFACTURER LAYOUT TO THESE DRAWINGS & VERIFY ALL TRUSS CONNECTORS ARE SUFFICIENT TO WITHSTAND THE UPUFTILATERAL LOADS IMPOSED 4. TRUSS MANUFACTURER SHALL PROVIDE HANGERS AND CONNECTIONS ADEQUATE FOR LOADS AT ALL TRUSS -TO -TRUSS, TRUSS -TO -BEAM, AND SEAM -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 SUE AND LOCATIONS. 7. SUPERIMPOSED LOADS FROM SECONDARY FRAMING O.E. SOFFITS, PARAPETS, VALLEY FRAMING, UPPER TRUSSES, ETC) SHALL BE INCLUDED IN THE DESIGN OF SUPPORTING TRUSSES. S. CONTRACTOR TO PROVIDE TRUSS BRACING PER BMI.831N 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 1 S' (H) x 4' Q.M 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. MISSINGNEPLACED ANCHOR BOLT: ALTERNATE SILL PLATE ANCHORAGE SOLUTIONS INTO OONCRLED A 112W TITEN HD WITH 13/4' MINIMUM EDGE DISTANCE AND 6" MINIMUM END DISTANCE IS A DIRECT11 REPLACEMENT FOR A 1/2' DIAMETER ANCHOR BOLT WITH 7' EMBEDMENT INTO CONCRETE A 1/7 THREADED ROD SET3G EPDXY 7' EMBEDMENT WITH 13/4" MINIMUM EDGE DISTANCE AND 7-1/2" MINIMUM END DISTANCE IS A DIRECT 1:1 REPLACEMENT FOR A 1/2' DIAMETER ANCHOR BOLT WITH T EMBEDMENT INTO CONCRETE INFO GIIDUT FL= MABO W LGFOMLA: A Ir^W TITEN HD WITH 13/4' MINIMUM EDGE DISTANCE AND 8' MINIMUM END DISTANCE AT V8" O.C. REPLACES A 1/2' DIAMETER ANCHOR BOLT WITH T EMBEDMENT AT 6-0' O.C.; LIKEWISE A 112W TITEN HD WITH I V4" MINIMUM EDGE DISTANCE AND W MINIMUM END DISTANCE AT 7-9' O.C. REPLACES A 1/2' DIAMETER ANCHOR BOLT WITH 7' EMBEDMENT AT V-O' O.C.. 3. SIMPSON NASA 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 (PAM <140 mll�r 140 150 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 P.E. 3- LG. NAILS). WHEN GAP IS GREATER THAN 1-1/2% INSTALL NEW ANCHORS, 5. MASONRY WALL OVERHANGING SLAB BLOOKOV98Mtq RAM < 5/B' NO REPAIR REO'D 5/8' < OVERHANG < 1-1/2' GROUT SCUD BOTTOM 3 COURSES OF AFFECTED WALL LENGTH > 1-117 CONTACT ENGINEER OF RECORD FOR REPAIR S. NOTCHED TOP PLATES & STUDS REQUIRING REPAIR AT 811D8: 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; I OR WHEN A HOLE IS DRILLED/BOREO TO A DIAMETER EXCEEDING 40% OF THE STUD WIDTH IN BEARING WALLS, OR 80% 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'X1-1/2' 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. ATTOP PLATM A HOLE, CUT, OR NOTCH THAT IS GREATER THAN 50% OF THE PLATE WIDTH IS REMOVED FOR PIPING (DLCEPT 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 /&GAUGE METAL TIE THAT IS AT LEAST 1-1IV WIDE AND MUST BE FASTENED WITH (a)-1 SO NAILS ON EACH SIDE OF THE OPENING. O�0 Fiel+dstone10 Jo►M N;'%, C.O.A.# ARCHITECURE: ��` �G• ' �0� AA26002802ol C.O.E.# ENGINEERING: No. 2 29349 O IBRAHEM ELAYEB, PE - P.E.# 91476 •. (V�� ■ BENJAMIN NIESE PE '. O TE OF P.E.# 86025 �i�10 •�xORIOP • ' O�?�� O DATE 24 ''� IVAL ' �`` Michigan 3400 Auburn Rd Suite 200 Aubum Hills, MI 48326 +1 248.622.4035 Florida 12906 Tampa Oaks Blvd. SuRe 150 Tampa, FL 33637 +1 813.466.3310 www.hektwnaao.com Z Ili�a 0 0 � co LL J 0 cr Cl) = K'M 0_ 0) LU L) N !SWAT (DRAWN BY; I FAE I VERSION: 5.0 SHEET NAME COVER SHEET SHEETNP SO.1-140 fdtW7-7- A.--, e1Na� ZZIN mm -a•=�: ®r ` mNNenrpN aaLa 2 STORY 0Na Fo1 BQBiIORWI90NIiYWALLFM ,1ro1/ = FMM-010 'a��adlaON mm NNN1NNnr1lNm�ca 7I.1 V.= RM as NNe oastoawlslu Iwi IS a aOaLIN a1mIN N. NM MtrNNm. (M�•NN .IRINIIIA uR �.i 1Nl RNI N. 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I� - FBARS I b IrO. 111 12 O.C.. EA WAY 1? � SCREEN b ® OPT. - ISCREEN I 2-W '-11• 3'•17 Y4r 1'-11' 1'-S• 9'- a 3•10• S-v vERIFv VERIFY M.O. v .O. VERIFY i im] VERIFY M.O. ------ ---------� i Y R Nr I I I I I I I � + I I I d b I I I I I ft I � I I b I I m 1 r-S w C-r e-01/4- • � I H w I I N Is y I VASE S� ...� T ���1 IM tit ,z-4 IY RT 21'-0• sD Y I I v [V-W z4•xuk VMFY FTG. 1r W/ O.C. T M.O. § b§ P §W R m I I 21'AZVOrCONC. G r FTG. W/ #4 BARS AT Ir O.C. EA.WAY IItE 0 m rt Y 24-x24511r CONC. 7 N! H FTG. W/ #4 BARS AT H ,2 O.C. Ell WAY b h � + L w — — — — 4:----- 11RFY M.O. 1'•iP 1e4S• r-1 E-a 2V4r e a 2r-0• FOUNDATION PLAN - ELEV. IIIII SCALE: 1/0.1d NOTER 1. 31/r CONCRETE SLAB ON GRADE OVER VAPOR BARRIER 2. REFERENCE FMSSHED FLOOR ELEVATION - 00 3. REFER TO am SS., FOR GENERAL sTnLcn)RAL NOTES tr CONC. #4 BARS AT EA. WAY Ne0 Fieldstone C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERING!- 29349 _ E3 IBRAHEM ELAYEB, PE P.E.# 91476 ■ BENJAMIN NIESE, PE P.E.# 86025 02/12/2024 DATE i TATE OF Michigan 3400 Auburn Rd Suite 200 Aubum Hills, MI 46326 +1 248.622.4035 Florida 12906 Tampa Oaks Blvd. Suite 150 Tampa, FL 33637 +1 813.466.3310 www.Heldatoneae.com O J M LV M Z C'3 2 o Cl) g Z 1110 > J wo 0 W W Q (`- 1tW7L KO I.L J F J a Lin N R DRAWN BY: I FAE VERSION: 5.0 SHEET NAME FOUNDATION PLAN SHEET # S1.11— SF18-0B/1T CONnNuous UNTEL OVER MASONRY COLUMN. DRILL 3' HOLE IN BOTTOM OF UNTEL LL AND EXPEND VERnCAL m REBAR THROUGH LINTEL BF7&OB11T SF32-0B/iT BF760B/IT 25 SH w/ UNTEL RECESS 26 SH 25 SH 2888 DOOR 0 m BF20-0B/1T w/INTEL RECESS 3010 TR -_ 3033 DOOR (OPT.) OF184WIT w/LINTEL RECESS 3080 DOOR POUR SdJO 0 BF18-0a11T SF3L1eliT 1S m) OHG0 FIRST FLOOR WALLMEADER PLAN - ELEV. 11111 SCALE: 1M-V-W "MM 1. REFER TO DWO S0.1 FOR GENERAL STRUCTURAL NOTES Q& Fieldstone C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERING: 29349 0 IBRAHEM ELAYEB, PE P.E.# 91476 ■ BENJAMIN NIESE, PE P.E.# 86025 02/12/2024 DATE L mwrsloErEOEanmEEAwEawaq oaElEala>Ilalal�r�R L EawfOREwIEw�altaAw®R aMr. i w MMAOaaaLalaMR,aMWOUE wMem i gaEMBR•NWIa i MLratEEwawwwaiEAM�EauE,MAULL aRusaaew M AERMTRlELI� EA 11•11r CLEAR ! T aMR AIBY1116EIIaRLMB GMIr EMmRwAmNIIEI � 7�/B' ACTUAL S' NOMINAL HEIGHT MlehlW 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.fieldstonese.com O O J w "1 Z < Ilia 02 o w aao � J U o} _ M 2 a M N O IMLLL F— r � ♦ DRAWN BY: I FAE • 60 VERSIOR 5.0 SHEET NAME WALUHEADER PLAN i�0 ST F • Q/�� ♦j�� RID #�� SHEET # P.•' S2.11 MSTCM40 MSTCM40 MSTChMG SECOND FLOOR WALL/HEADER PLAN-^ELEV. "I" SCALE: r1. REEFER TO DWG SMI FOR OENMAL STRUCTURAL NOTES %%Fielclstme 111111 11 C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERIN No. 29349 O IBRAHEM ELAYEB, PE P.E.# 91476 ■ BENJAMIN NIESE, PE % O STATE OF i�i�►�'.' ��ORIDO ' P.E.# 86025 02/1 2/202a • ���� *'�s�ONAL ��� 1111111 DATE mwdg n 3400 Aubum Rd Suite 200 Aubum Hills, MI 48326 +1 248.822.4035 Florida 12906 Tampa Oaks Blvd. Suite 150 Tampa, FL 33637 +1 813.466.3310 www.Bekwonese.com to W M 2 Z Z 0 5a _ < Lu � ox � W o0 Q� O IL to Ir !9 �: U LU <n co= w — go' 1— M N L I DRAWN BY: I FAE I VERSION: 5.0 SHEET NAME SECOND FLOOR HEADER PLAN SHEET � S2.21 600 LOCATION OF PLUMBING DROPS (TYPICAL) e1i 8tl ■ W FLOOR/LOW ROOF FRAMING PLAN ELEV.11111 SCALE IW-1'4r 1. REFER TO DWG SO.1 FOR GENERAL STRUCTURAL NOTES 2. REFER TO DETAILS ON DWO S4.1 FOR ROOF SHEATHING REQUIREMENTS ROOF FRAMING PLAN ELEVATION 11111 SCALE: IW=I'4Y 111REFER TO DWO S0.1 FOR GENERAL STRUCTURAL NOTES 2 REFER TO DETAILS ON DWG S4.1 FOR ROOF SHEATHING REQUIREMENTS 6l1 HTS18 TO (2)2x4 BUILT UP L HTSIS TO (2)2x4 BUILT UP COLUMN, DTT2Z W/ COLUMN, DTT2Z w/ (8)SOS 1/47A•1/2' TO (8)SDS 1/4'x1-1/Y TO BASE OF COLUMN 81/2' BASE OF COLUMN 81/2' Am W SET-11P EPDXY TO ATR W/ SET-XP EPDXY TO CMU BELOW, C EMBED. CMU BELOW. 8' EMBED PER DETAIL L28/S4.3 PER DETAIL L2WS44 ^- 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 02/12/2024 DATE UNLESS OTHERWISE NOTED�IJ PLANS, 1. ALL TRUSS STRAPS TO MASONRY ARE TO SE METALS. 2 ALL TRUSS STRAPS TO WOOD TO BE SIMPSON H10A WHEN INSTALLED ON EXTERIOR WALLS SHALL BE CONNECTED THROUGH EXTERIOR SHEATHING. (2) HZSA TO BE USED TO MULTI -PLY TRUSS. (1) EACH WE w/Sd NAN.S MIN. SIMPSON H2.5A MAY BE USED ON JAG( TRUSSES ON THE EXTERIOR OF THE WALL wA1d 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 (21 SIMPSON SDWC15OW B) MULTI -PLY TRUSS REQUIRE (2) SOWC1SM AT EA PLY C) (1) SDWC15BOO SCREW FROM TOP PLATES TO JACKTRUSSES 4. FOR DBL TWIST STRAP TRUSS CONNECTIONS(LTSMIT3/HTS) REFER TO DETAIL ROD FOR INSTALLATION CONFIGURATIONS. DMLMB 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 UPUFTAATERAL 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. 8 Q STATE OF • ��� ct `. ,111111 IlAwftm 3400 Aubum Rd Suite 200 Autwm Hills, MI 48326 +1 248.622.4035 Flodda 129M Tampa Oaks Blvd. Suite 150 Tampa, FL 33637 +1 613.466.3310 www.holdstoneae.com 0 O J ,t M W M Z C13 o g a z Wo 00 W rL o0 aLL MO LL J U w ; to cl) o} — M= a M N O r L _ DRAWN BY: I FAE VERSION: 55 SHEET NAME ROOF & FLOOR FRAMING PLAN I STRUCTURAL SHEATHING, SEE PLAN AND DETAILS FOR ATTACHMENT i 1/2 PRE-ENGINEERED WOOD TRUSSES AT 24' O.C. MAIL -OR. 2x BLOCIM AT 2x RIBBON BOARD SHEATHING EDGES w/ (3) ATTACHED TO TRUSS Sd NAILS INTO TRUSS w/ (3)10d NAILS, 2 r CONTINUOUS D.C. coNS A MAX ACI STRUCTURAL 9HEATINING �� NAIL PER TYPICAL CONTINUOUS STRUCTURAL SHEATHING SHEATHING NAIL PER DETAIL TYPICAL SHEATHNO DETAIL TYPICALTRUSS TYPICAL TRUSS ANCHOR PER PLAN DETAIL AT TRUSS HEEL > S 1µ' ANCHOR PER PLAN 110M REFER TO ARCHITECTURAL DRAWINGS ANO/OR TRUSS MANUFACTURER DRAWINGS FOR SPECIFIC TRUSS PROFILE INFORMATION. P.O. HEEL HEIGHTS, SHAPE, OVERHANGS) STRUCTURAL SHEATHING, SEE PLAN AND DETAILS FOR ATTACHMENT PRE -ENGINES iED WOOD TRUSSES AT 2P O.C. MAX TRUSSANCHOR PER PLAN MMM FASCIA. 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F- L DRAWN BY. I FAE I VERSION: 5.0 SHEET NAME DETAILS - FLOOR SHEET #t S4.3.1 t �p R i1 LEGEND Q Sx8 FILLED CELL W/ (1) - #5 REBAR....... BEAMS Fd 8x8 FILLED CELL W/ (1) - #7 REBAR HEADER - WIDTH TO MATCH WALL DO 8x8 FILLED CELL W/ NO REBAR REDD------------- GIRDERS PLUMBING WALLS (FOR REFERENCE) 45' CMU - FILL CELLS W/ #5 REBAR ® BEARING/SHEAR WALLS (FOR REFERENCE) ROOF BLOCKING ❑� FILLED CELL W/ #4 REBAR (IN W ® L ❑12x12 © FILLED CELL W/ #4 REBAR (IN COLUMN) O WALSMIGHRER BEARING WALLS CONCRETE TIE BEAMS ELEN ELEVATION INDICATOR DETAIL INDICATOR PLUMBING PENETRATION FOR FRAMING LAYOUT HDR SIZE OPEN SIZE LINTEL OR WOOD HDR DESIGNATION (ALL WOOD HORS TO BE (2) PLY U.N.O.) 4 1) - BRACED WALL LINE ABBREVIATIONS: AS 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 MISC MISCELLANEOUS BLK BLOCK EW EACH WAY MO MASONRYOPENING BLKG BLOCKING EXP EXPANSION NOM NOMINAL BOF BOTTOM OF FOOTING EXT EXTERIOR NTS NOT TO SCALE BOT BOTTOM FD FLOOR DRAIN OC ON CENTER BRG BEARING FEIN FOUNDATION OPNG OPENING BTWN BETWEEN FIN FINISH OPP OPPOSITE CANT CANTILEVER FLR FLOOR PEN PLYWOOD EDGE NAILING CL CENTERLINE FN FIELD NAILING PLYING PLYWOOD CIP CAST IN PLACE FT FOOT / FEET REINF REINFORCING/REINFORCEMENT CJ CONTROL JOINT GALV GALVANIZED REGO REQUIRED CLR CLEAR GDR GIRDER RO ROUGH OPENING CMU CONCRETE MASONRY UNIT GRD GRADE SC STUD COLUMN COL COLUMN GWB GYPSUM WALLBOARD SHTG SHEATHING CONC CONCRETE GYP GYPSUM SIM SIMILAR CONT CONTINUOUS HD HOLD DOWN SP SOUTHERN PINE #2 OR BETTER DBL DOUBLE HDR HEADER SPF SPRUCE PIR FIR #1/#2 OR BETTER DIA DIAMETER ILO IN LIEU OF TYP TYPICAL DWG DRAWING IN INCH UNO UNLESS NOTED OTHERWISE 140 WINDSPEED CHARTS 2023Flit- C&CPressures ASO fffedise Wind Area Gable roof Co rents HiPROO(Compunents wall Cam ergs Zone 1 Zone 2 Zone 3 Zone 1 zone 2 Zone 3 Z. 4 Zorc 5 A.lDOSOFT(Grders) 13.2 1 -27.1 1 13.2 1 -32.7 13.2 -37.4 112 -233 132 -2$0 13.2 -2$0 23.8 -26.2 238 -29.1 A<50SOFT windows 14.7 -3L0 14.7 42.1 14.7 -49.0 14.3 -27.5 143 352 143 -35.2 25.0 -27.4 25.0 1 -316 A<10 SOFT (Fasteners) 1$5 1 -39.8 1 -37.4 20.9 1 -517 1 20.9 .51.7 29.0 -30.3 2$0 -37.4 Components and Cladding Pressures (ASD) • 2023 FL OEg01 PRESSURES 54M ARE MM A1n&� VALUES VALUES NE TO B HOUSE) M LE03EID By UK S ooff LOCAL IE0eEI'Dr15 PositWe Neiiiative Width E1818ht Effective pressure Prmunt Description Zone M M Area Ift2l f sf ipLfl 16070 OHGD .-- 16 7 112 28.6 -35.8 306a w/3D10 TR ENDS 3 8 24.0 26.5 -34.5 3068 w/3010 TR 4 3 8 24.0 26.5 -28.9 3080 DOOR END 5 3 8 24.0 26.5 -345 25SH 4 3 5.25 as 27.3 -29.6 60685GD 4 6 6.67 4DO 25.6 -28.0 2 DOOR 4 167 6.67 17.8 27.0 -29.4 30505H 4 3 5 15.0 27.4 -29.7 30505H END 5 3 5 15.0 27.4 -36.2 20405H ENDS 2 4 &0 28.0 -37.4 Fi0805GD 4 6 8 48.0 25.1 -27.5 FASTENERS ALLOWABLE LOADS CONNECTOR OTY TYPE GRAVITY (Ibs) 0 1.0 UDLIFT (Ibsl#1.6 LATERAL Ilx 1.6 META16 8 0.148"x1-1/2" -- 1450 F1:340 F2 770 HETA16 9 0.148"X1-112" - 1810 F1:340 F2:770 (2) META16 1 10 0.348"Xl-1/2" -- 3875 F1.680 F2: 770 (2) META16 14 0.162"x3-3/2" -- 7795 FI : 1285 F2. low (2) HETA16 1-ply 1D 0.148"1,1-112" -- 1920 F1:690 F2 770 (2) HETA16 2- or 3-oly 12 0.162"x3-1/2" -- 2365 F1: 1350 F2 1430 HS7Mi6 8 0.148"xi- 2" __ 1110 F1:120 F2. 90 4 1/d'xF34"CONIC SCREW LGUM28-2 6 3 8• x 4' TITEN HD 8250 2435 6 1 4" x 21 2" SDS SCRE W MSTC28 36 F. 148' x 3 3 4' 3460 MT512 14 0.148"xl- 990 2 MT512 28 0.148•xl- 2" 19M MTS16 14 0.148"xl-1 990 MU210-2 18 1 4" s 2 3 4' CONC SCREW 3500 3800 10 0.148" X 3" 14TS16 32 0.148"Xl- 2.890 2 HTS16 16 0.148"X1-1 2" 1310 HTS2D 24 0.148"x1.1 2" 1310 LSTA12 10 0.148'x2-1 2" 92S LSTA18 14 0.148"X2-1 2" 1235 LSTA30 22 0.148"X2-1 2" 1640 MSTA24 18 0.148" X 2 2' 1.640 (2) MSTA24 36 0.148" X 2 2" 3.280 MSTA36 26 0.148" X 2 3 Y 2 D50 2 MSTA36 52 0. 148" X 2 2" 4,100 MSTA30 22 0.148"x2.1 2" 2050 MSTC28 36 0.lAr-31 C 3.460 MSTC51 62 0.148"d• 4" 4735 MSTAM24 9 0.148"X 3" 1,425 -- 5 4-X214" MSTAM36 33 1 0.148"X 3" - 1,870 -- e 14"X214" (2) MSTAM36 26 16 0.148"X 3' 4" X 2 1 4" -- 3740 MSTCM40 10 14"x2-14"CONC SCREW -- 2800 -- 14 0.148"x3-1 4" MGT 12 0.148"x3" -- 3965 F3: 775 F2:525 1 5 "ATR HGT-3 16 0.148"x3" _- 10.790 -- 2 3/4' ATR VGTR or L 1 5/8" ATR _ 2225 FI :650 F2:630 16 1 1 4"X3" SOS VGTR(L 2 5/8" ATR _ 5545 F1:650 F2: 630 32 1 4"x3"SOS VGT 1 5 'ATR _ 4940 F1-1185 F2:590 16 1 4'X3' SIDS (2)VGT 2 5/8- ATR _ 7185-2pfy 8890 3.N F1: 1185 F2: 590 32 3 4".3" SUS 01122 i 8 3/2"ATR 4"X3"SDS 1825-2x4 min 2145 22x4m1n HTT4 1 5/8-ATR -- 3610 -- 18 1 0.348"x3-1" HITS 1 5 "ATR -- 4670 -- 26 0.14a"x3" HTTSKT 5 "4TR -- 5445 -- 261 SD 410x2-1 2" 48U442 1 5 " ATR 7570 3900 -- 12 0.162"x3-1 " ASU66Z 1 Siff ATR 18205 2475 -- 12 0.162'x3- 2" H2.SA 10 0.131"X2-1/2" -- 565 F3: 110 F2: 110 0.148NI-1/2" -- 1340 F3:565 F2 : 285 VH1COA18 18 0.148"d-1/2" -- 1080 F1:680 F2:260 14 1/4"x2-3/C CONIC SCREW 3500 1135 -- 6 0.148'k3" 24 i/4"x2-3/4"CONC SCREW SOBS 2015 -- 12 0.148"x3" WS26 4 0.148"X3" 365 1165 SPH4 12 0.148"xl-1/2" _- Side:640 Center 1280 -- DTC reps 4 3/16-x2-3/4" CONIC SCREW Fl : 85 F2: 135 2 0.131"x2-1/2" A35 12 0.131NI-1/2" -- -- F1:650 F2:670 SDWC15600 1 SDWC156DD -- 615 F1.130 F2 : 225 SDWC15450 1 SDWCI5450 295 F2: 150 HTU26 20 0.162"x3-1/2" 3200 1250 -- 14 0.148"x3" LGU3.63-SOS 6,720 5,555 -- 12 4"X212° HDUB-SDSZ.5 1 7 8" ATR -- 7.870 -- 20 1 4" X 2 • 2" SOS HDU11-SDS2.5 1 1" ATR -- 11.175 -- 30 4"X2 2'SOS THD26 2D 0.162"x3" 2940 3240 -- 20 0.148" x 3 2" THD25 2 28 0.162" x 3" 4310 4860 -- 16 0.148" x 3" PRECAST LINTEL GRAVITY LOAD TABLE Y4.21 LOADS USTED HAVE BEEN CALCULATED OR COMPILED FROM APPROVED MANUFACTURERS: CAST-CRETE, UOTTS CONCRETE, QUALITY PRECASTCO. MAXIMUM LOAO (PLF) APPROX. LINTELLENGTH MAX.CLEAR OPENING TYPEA 8"UNTEL 8'TYPE 8 8'TYPEC 12"TYPEB 12"TYPEC 14"TYPEB"" 14"TVPEC•• 16"TYPES 16"IYPEC 20"TYPES 20'1YPEC 24"TYPES 24•TYPEC 28"TYPEB 29"TYPEC 32"TYPES 32'TYPEC 2 IT 1'6" 2231 3069 3719 328D 5163 6607 8054 9502 !DODO 3069 AM 5206 6113 7547 8974 iww 10000 3' 6" 2 2" 2231 3069 3719 329D 5163 6507 8054 9502 30000 3" 4805 5206 6113 7547 8974 10000 100DO 4' 0" Z 8" 1783 2561 2751 32M 3820 4890 5961 7034 8107 2361 40M 5206 6313 7547 9974 100W 10wo 4' 6" 32' 1343 1969 2110 2992 2931 3756 4576 5400 6224 1989 4375 5205 6113 7D19 am 1000 100110 4' 8" 3 4" 1217 1349 1438 1716 1999 2560 3132 3686 1 4249 1349 3090 4567 SAS 4766 Sul 7074 82M 5'C 4! 0' 1006 1349 1438 1716 1999 2560 3132 3686 4649 1349 3090 4567 5355 4766 5617 7074 am 5'111 4! 6' 950 1105 1173 1600 1631 2090 2549 3009 3470 11M 2622 4242 4360 3942 41189 5817 66Q.. 6'6" 52' 710 1232 2177 3738 3480 1 3033 1 3707 4383 5061 1232 2177 27M 3490 5381 am 862S 7590 T 6" 6 1" 570 991 1729 2108 2632 2205 2698 3191 3685 %1 1729 2108 2632 3898 5661 4742 55M 84' 70" Ogg 699 1160 1516 1526 2564 3486 2818 3302 099 1245 1515 1893 2564 3086 2964 3397 9'4" 90" 416 699 1160 N/A 1625 2564 3496 2818 110, 099 1245 N/A 1343 2564 3486 2964 33U 30' 6" 9 2" 354 535 990 N/A ' 247 2093 2777 2163 2535 535 1054 N/A 1533 2093 27M 2259 2615 D'd' 100" 315 567 8% N/A 1356 SSd6 2423 3127 4W6 567 945 N/A 1366 1846 2423 3127 4000 12' Or 1081 292 525 873 N/A 1254 1684 2193 2805 3552 525 $73 N/A 1254 1684 2193 2805 3552 12' 6" 11' 2" 277 471 755 N/A 1075 1428 1338 2316 2883 471 755 N/A 1075 1428 1838 2316 28M 13'C 12'0" 255 471 755 N/A 1075 1428 1838 2316 2535 471 755 N/A 1075 1428 1338 2316 2883 14'O' l2 8" 239 424 706 N/A 1OD2 1326 1697 2127 2278 424 706 N/A 1OD2 I 132a 1697 2127 2630 14'8' 134' N/A N/IA N/A N/A N/A N/A N/A N/A N/A 783• N/A 1234• 1621• 3779• 6W is, C 14' 0" N/A N/A N/A N/A N/A N/A N/A N/A N/A 710• N/A liar 1331• 3660• 459• 1TC 160" N/A N A N A N/A N/A N/A N/A N/AA 546• N A 952• i11T 1379• 997•19'6" 1Ir N!A N A N A N A N A N/A N A jN/AN/A N/AA 420' N A 750• 96D' 1177• 676•20'D" 188" N!A NiA N/A N/A N A NIA N/A N/AN/A 340' N!A 59a• 845•1114• 46P24'T 278" N/A N/A N/A N/A N/A NIA N A N/AN A 450• 650• •98D 1210•. `PRESTRESSED •• 8" W/2" RECESS tIUNTELS Type A = Unfilled no Reba; Type 8= Continuous Grout, Steel per Plan in Bond Beam Only; Type C= Continous GmutSteel per plan In Bond Beam & Lintel 000 Fieldstone 11111 C.O.A.# ARCHITECURE: `� �F '• �� AA26002802 C.O.E.# ENGINEERING: No. 29349 113 IBRAHEM ELAYEB, PE P.E.# 91476 ■ BENJAMIN NIESE, PE % O ATE OF !V� P.E.# 86025 i�� �ORICk" • ' ��`� 02/12/2024 NAL DATE III111 i�fis�rs 5- R1�18 �^s€ika�� as�yg�$•�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 LO 0 F- O r M LJJ M Z V O g Q Z Q Lu v Fn'^, > W J Q O VJ W tWz 0 in " SOY LL J J U ; r En 0 d r inn N O4�1� LL F- - L DRAWN BY: I FAE VERSION: 55 SHEET NAME REFERENCE CHARTS SHEET # S5.1 QQW[D AM ME EL NO1 SCALE TIEW DRAWWe YERFY WILDM ORIEMTATM , CONTRACTOR MID SITE PLANE BMft CQUSTRCTUM THESE DRN.MO9 DO MOT CFMAN SPECFK EFORYATM ANT ETRIICNR4 ELIDIM TO BE PROVIDED eT OR RECOIUDA ANY DISCREPANCY(DIIEW NNS, ORWAWK M OETUM THESE DRAWWA MID TIE AESODATED DRAYIIYA r�Na 911E DR To COMTR NNLL EE REPQ2D TO FW AT A ONE AND NO CRJSTRILTIGN MALL PROCEED RA CORE S T. THE RES,"15LTOR ASM7 ALL EQUI 19Ietlx TO IEET ALL RE MCI&& 11F LCOAL WILDNS ATE WLB I T CQIPLT WiM STATE WILDRYa fADEB. a " u Q, o O Z '4 w �C off=LU Q Q'o x =-a c0 Q 9EENE811E WITrAA REVISM 0 Q U O ^^s` pMYNSY T� sruE 1R'•rapm>f Wrope98 DeTxRE 9NETA P CATEGORY ISUB-CATEGORY MANUFACTURER PRODUCT DESC. LIMITATION OF USE FL BLDG CODE # Exp Date 1. EXTERIOR DOORS ASSEMBLIES B. SECTIONAL Clopay Sectional Garage Door Up To 9'2" Wide 16' Wide Wind Code W5 FL # 15504-R7 12131/2038 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