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HomeMy WebLinkAbout37866 Dusty Saddle Ln660 - FILLMORE Garage Right - Elevation I SHEET MEX NU BER: SHEET NAME: NUIMBEF- SHEET NAME: CS COVER SHEET E-I,0 ELECTRIGAL PLANS - FIRS" FLOOR CS-3 5QU4RE FOOTAGE GALCULATION5 A-3.2 MI5C DETAILS F-',.0 FOUNDATION - SLAB PLAN A-3.4 MISC DETAILS A-' f FRS- FLOOR PLAN -3.-0 FRONT/REAR ELEVATIONS I/ROOF PLAN =_E`/4''.ONS A-4Z BUILDING SECTIONS ,Z:ARD GENERAL SPEC FICA ONCR AYE', CAN EO-ES 4 RENT a AYH - r ­_N SHALL GOYERNEXCFP auP—LEM NTED By r H SE HAVE - TO I -I THE R „ RFME S OF; o GNS VE BEEN DESIGNED EE _ E _ NT R'. DA BUILDING CODE, RESIDENTIAL, IT- ECI-ON '-CU NCY. SINGLE FAMILY RESIDENTIAL N� CONSTRUCTION: T-E G=RAGE SHALL BE SEPARATED FROM _-E RES CENCE AND ITS 4T ..Z4 \_^. _SS THAN 1/2 NO- ) G"PSUT^ 4 ­L'ED TO THE G RAGES BN G - a LE RGOYS5E SEPARATED FRO- C \C - -\ LC- SS mm)T" X ON CCR CE. \G - RON S- d , BE -RO-tc N07 <NG:". (12.7 mm) GYPSUM BOARD OR EQUIVALENT_ X R R _FIN=. SHIES: C<\=e5 OF TEXTURED FINISH OVER FRAME APPLICATION SHALL BE PER THE "RRE\ APPROVED BUILDING CODE AND ASTM C926- INSTALLATION OF EXTERIOR 'H \C AND FRAMING APPLICATION REQUIREMENTS TO BE PER THE CURRENT BUILDING CODE AND ASTM C 1063. AVE =DRESS CODES, IF --- \ _ -- C X R..✓P EGRESS 'WINDOWS SHALL _ = N NC NC- _ `\ :0 AND 24" IN HEIGHT "F�O S07 - _ -E BOTTOM OF THE CLEAR � 4_L NOT SE MORE -F-AN � .c ABOVE C' H_ F_✓OR. N __ING UNITS WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED YORE -�AN 72 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE iJE= CART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 N_ - ABOVE THE FIN:'SHED FLOOR. OPERABLE SECTIONS OF WINDOWS SHALL NOT _ V \GE nAT ALLOW PASSAGE OF A 4' -ERE WHERE SUCH OPENINGS -- N 24 INCHES OF THE FINISHED OOR PER THE CURRENT CODE_ BE INSTALLED AT w \D ROOF IN'7ERSEC7ION5, DECK. AND \ CT'ONS AT GUTTERS, AT U___-4NGE5 IN ROOF SLOPE OR DIRECTION, AND-<✓„N::� ROOF OPENINGS - =ROVED CORRO51ON-RE6I5TANT FLASHING SHALL BE APPLIED SHINGLE -- ON ', SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL C.4'✓ice OR PENETRATION OF WATER TO 714E BUILDING- STRUCTURAL FRAMING O\ENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR APPROVED CORROSION -RESISTANT FLASHING. SHALL BE INSTALLED AT ALL REOU'RED _OCATION5 PER THE CURRENT APPROVED B'.:I_D NG CODE. WINDOW INS A' _ATICN: I. WINDOWS SHALL BE INSTALLED AN FLASHED IN WITH THE MANUFACTURERS WRITTEN INSTALL 4TION INSTRUCTIONS, WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW, FLOOD ZONE REQUIREMENTS: I. PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION EATH AREAS 1. INSTALL 2,,4 BLOCKING AT TOILET PAPER AND TOWEL BAR LOCATIONS, SEE D A'L5_ G HGS- '.\\-,TALL 2X6 BLOCKING AT 89' ATF, ON CENTER FOR UPPER CABINET N ALLATION. TUB AND SHOWER AREAS. I. CEMENT, F -M GLASS M A (NO E _ IBER-CE ENT OR GL 5 AT GYPSUM BO RD GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM G1288, C1325, OR G1178 AND INSTALLED WITH •8 x I-I/14" DAGGERZ PHILIPS WAFER HEAD CEMENT BOARD SELF DRILL SCREWS W/ COATING SHALL BE U5ED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. TERMIT= TREATMENT ER`_I E PRO-ECTION SHA__ BE PROVIDED S - RED- S-=RFD R'O;'DES INCLUDING- SC:'L APPLIED PEST iCIDES, BAITING S - AND =- - C,DE5 APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERM'' ;RC; -EC- ON 'LABELED FOR USE 45 A PREVENTATIVE TREATMENT TO NEW CONTTOL ION. _-ON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT A CER-I'POATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT 15 IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES" MECHANICAL AND 4VAC: I. ENERGY CALCULATIONS FOR HEATING AND COOI_.NG CAPACITIES SHALL BE FURNISHED BY THE MECHANICAL ENGINEER AS AN ATTAC Y=NT TO THIS PLAN 5E- AT THE TIME OF APPLICATION FOR PERMIT. 2, MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPEG-G-IED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 TT) DEEP AND 30 INCHES f762 TT) WIDE SHALL BE EXTERIOR UAL-5 (FRAME R-13 EXTERIOR WALL5 (BLOCK) 4.I FOfL ATTIC CEILING R-3m PRCV'DED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS GS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. '2c GAUD-E (048 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE INSTALLED ABOVE THE BASE FLOOD ELEVATION AND SHALL AL50 CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING - COMPONENT WILL OCCUR 45 A RESULT OF STOPPAGE IN THE CONDENSATE DR4!\' PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS MI41i3- EXHAUFANS AND VENTING OUTSTDOOR DISCHARGE. THE AIRREMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS, AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, 501 T RIDGE VENT OR CRAWL SPACE, 2. EXHAUST A =RC- ELT, Fi AND TOILET ROOMS SHALL NOT BE RECIRCULAT. \ A P_= 'v_.E OR TO ANOTHER DWELL ING UNIT AND SHAL_ EE EXHA -C ✓� R..- EX' -A ST AIR =ROM BATHROOMS AND TOIL_ R..O ✓S i\ O C CRAW_ SPACE OR ,C -=R AREAS NS'. D= - _ _D \G- ., 3. DUCT LENGTH. THE MIAXMI.M 4_LO'WABLE EXHAUST DUCT LENGTH SHALL BE DETERMINED BY ONE OF THE I"ET'-0105 SPECIFIED IN SECTIONS MI5024.5.1 THROUGH MI50245.3. THE MAXIMUM LENGTH OF -HE EXHAUST DUCE SHA'L_ BE 35 FEET FROM THE CONNECTION TO THE TRANS TiON DI.CT FROM THE DR`.' R TO THE OUTLET TERMINAL. T,-E MAXIMUM LEND C- T ,:CT SUG - R CED 25 FEET /762 mm) FOR -, t= DEGREE (079 RG B - \GND 524 ' FOR EACH 9m DECREE ' 6 RAD) BEND. THE X tiG- �" DUCT DOES NOT NG - A\ ✓'N XC \ R" R FOSTER' "\ = O\ AX.MUM __- -" \ ' CCO< -N_.E ✓✓5 P -\ \ 4CTURLR'S B NSc \ \ CN5 H_<E S DRY-R E DE _R =AN 15 INSTALLED AND N._ O R AC'. Y ACESSIBLE =P0 U ROOM IN :- CH TH. DRYER !S LOCATED, A PERMANENT ICEN EYING LABEL 5HA__ BE PLACED AD;ACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THIS DR' ER EXHAUST SYSTEM IS EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." 4- PROVIDE BACK DRAFT DAMPERS AT INTAKE AND EXHAUST LOCATIONS AS REQUIRED BY THE CURRENT APPROVED BUILDING CODE. ISSUED: 02/ 12/2024 VERSION: 5.0 SQUARE FOOTAGE AH4R ASSET MANAGEMENT SQ FT. HEATED AREA Sq. Ft. MAIN LEVEL 1100 5EGOND LEVEL 0 TOTAL AH4R SQ. Fr. (SIab/Cra" 1700 METHODOLOGY: ANSI Z165- The total area calculated from the outside -to -outside of framing, Including optional finished basemen options as shown. This area excludes stairwell at highest level above grade. garage, covered patio/porches. 0 Po �Rf 4 1D X;�, 1 t t qq F� 47 C s„iu' IHN tEry ALL �f ��� �11 or 02021 4I DFvEL ki'H.'T DO NOT5CALE THESE DRAUAFGS. CONTRA ON R111L OR AND 5pE FLANS WITH BEERECTOR TRI SITE PLMLS BEFORE GCNSTIZ TION THESE DCIFIC i5 R VOi C A. OR SPECIFIC AL EL.ATELN NOR ANT STRUCTURAL ELE VEERTS B PROVIDED - ENGMEER.F RECORD) AN" DISC�PdNLY (TuEPNSIONS G RAur'IONETC) B55XIN THESE DRdW!IG-5 AND THE ASSOCIATED JRlu::INLS ardlor SITE DRAWIIYS S=ALL 3_ REF FORTED TO CCN572:C-IG1 kALL tCCEED CONTRACTOR ASJe 7HE RESPLNSSLI—O' -ET dLL REMIREYEN-5 OF LOCAL EIIILDINE OFFICIALS , TO G'O1PLT WITH STATI P.ILD!N; LODES U � °z10 V^J W 6 Q x h FIEVOM O O Y � m 0` H ED L J C •�.y■ V V Z � co a U " O Ir W 1 00 J Q U 2 r'^^ J V LCD J � O O Q LL Cn - W _E — >� U_ U) _ O r } I O 00 LU rLU co N SQUARE FOOTAGE CHART ELEVATION T o� •B' v iNBf BDg1RN1.9EYAIDNT SQUARE FOOTAGE CONSTRUCTION AREA CALCULATION S Ft HEATED —- -- ---'-I II— q - -----'. MAIN !_EVEL TOTAL HEATEDICONSTRUCTION AREA (Slab(Crawl) 1737 METHODOLOGY: ANSI Z765-2003 The total area calculated from the outside -to -outside of framing, including optional finished basement options as shown. This area excludes stairwell at highest level above grade, garage. covered patio/porches. 1, Ili BUILDING ENVELOPE AREA (ALL AREAS UNDER ROOF) Sq. Ft. bARA6E 425 00VERE� �A-G I -6 ''RoN- 00VERE7 10RG- 30 TOTAL BUILDING ENVELOPE (Slab/Crawl) j 2286 METHODOLOGY Building Envelope Area: The total area calculated. including Heated/Construction area as calcuated, and also including garagecovered pahorporches. MAXIMLM DEPTH = 6!.'-0, MAXIMC`^ WIDTH = 40'-0" *'MAXIMUM BUILDING -iEI6HT AF.=. Ga Nc--c GZAu ���� � IaWIrH � `7 Aa� Gv!rrG 3`: Yti�.26 m^ui. ctyr-_ ASSCK:A?_rJ DikWPYS sridr1 31- TC carzAc-ce a- ace aw-, �o mvs-TIL =7xE WTL'_^.FE6' 1 Tu,_ �e ,,NeTILT. '� i`cg11P,Et£Ni50,=L, �'JILDING Ct'�GIALS + t0 Pi 'Clio StAiE 21JILDING GJDES ^ W U � � � m z m -4 O J w w mj Q Q� C) 0 J m m iR LO Ln � O L- J CIO 0 0 c J v `/ N w O m �_ Z ci 0 U W_ L J 0= cf)0 p �O <LL w _E O �} O do a- do (C LLJ N 7 L— p%IN191: FIE VERSION'5.0 aEfraYE SOUAREFOOTAGE CALCUATIONS SHOTr CS-3 ADD A/C SECURED TO 3'X3PAD- 40'-0" OVERALL 12'-0" i� I I � _4,10•_8,• II II PATIO SLAB j 4" CONCRETE 5LA8 MIN- OVER 0 MIL VAPOR ,� I � BARRIER SLAB SHALL BE I I l ar Ln co a3 O OVER CLEAN COMPACTED I o �. U FILL W/ FIBER'1ESI-U, I L 0 4" CONC SLAB MIN- I I W/ FIBER MESH - HVAC CHA5E- II I BASED ON LOCATION CONCRETE SLAB 4" CONCRETE SLAB MIN. OVER 6 MIL I I S v4POR BARRIER SLAB SHALL BE CLEAN COMPACTED FILL W/ FIBEfR IESH X II li - r 20,-3" I I 2 6.-II3/4' Ll ELECTRICAL CL FOR LL--_ J:.' m 'N, II ISLANDi = '-J - - m O D m , r I B - 105/4,. 2'-6Xt" - 13'-43/p.l I I Ia,_2„1 c0 UJH { _ oPT.�� BOLLARD, 2'-J0' (TYR, f o iF:-_--..--- I - - - ----- m ELEGTRICALJI 3' 6%4" - CG TE S B wn��L 4" C CRETE SLAIB MIN- OVE 6 MIL vAP R BARRIER. S44 =8 SHALL B VER --- - - I_ m .AN COMPACTEw FILL W/ FIBE SH I m PORCH 5L,45w 4" CRETE SLAB MIN. OVER 2, MIL 1 0- d i. 8 `p APOR BARRIER SLAB SHALL BE _ - W/ FIBER MESH OVER. CLEAN COMPACTED FILL W/ FIBERMESH - - J El 0 -4" 16'-0' OPENING 2 -0" I _ I2'_4" 8•_4" 191_41, - 40'-0" OVERALL SLAB PLAN - ELEVATION '1' 9D1181/M110'k88Q FOUNDATION PLAN NOTES ALL WORT SHALL BE IN STRICT COMPLIANCE WITH EUILDING CODE, RESICENTIAL, AND COLNT'.' BUILDING DEPARTMENT. STRIP TOPSOIL, TREE5, STUMPS, ROOT5, ETC. FROM ALL AREAS WHERE CONSTRJCTION WILL OCCUR UNO. FILL SHALL BE FIRMLY COMPACTED. CLEAR SAND/CLAY MATERIAL: FREE OF ROOT5, ORGANIC MATTER OR OTHER INTERIOR BEARING LOCATIONS SHOULD BE COORDINATED WITH TRI,%MANUFACTURER I STRJCTURAL ENGINEER PROVIDE 501L TREATMENT AND VAPOR BARRIERS AT ALL SLAB$ (INTERIOR) &.1 — DEr<10'r>PfT DO NOT PALE THESE DRAWINGS. vERIFT BUILDING ORIENTATIGN WITH —TRACTOR AND SITE PLANS BEFORE CCN5TRUCTION 'HE' DRAWINGS DO NOT CONS11 5PECIFIC Ri ATiAIN FOR .1 STRZTAR L EE EtffNTS (TO BE PROVIDED BY ENGNEER OF 11EGORD1 ANY o150WP—T !DIMENSIONS, OR;ENTATION FTC BETWEEN THESE DRAWING5 AND THE A550CIAiED DRAWING5 and/or 511E DRWWI 6 5HALL BE REPORTED TO CONTRACTOR AT GLACE AND NO CCNSTRIC.-ICN SHALL F FED IAiTIL CL , CTED. THE CONTRACTOR 455L E5 THE RESPONSIBiLIT" TO MEET ALL R QLI EMENTS O' LOCAL BWILDING OIPICIALS 4 TO C RY WITH STATE BUILDING CODE5. �y J J f o D 0 � O�d J Q� j m c w m Q x Q IBEIAEM7E BB'IY�1 REV6UIIS C) 0 c— J m O J L I �Cc D Z U co Wm O Zm — J U QQ Wcr p o0 0= W _� m L` �' — J F- LE F- O (0' O 00a 00 W L f r- N Y= 9RYYl K I FIE ERSION: 5 0 FOUNDATION - SLAB PLAN tlHf! F-1.0]1 FLOOR PLAN NOTES PROVIDE 12" {MINIMUM) GYPSUM BOARD SEPARATION AT WALLS AND 5/8" TYPE X CEILINGS ti TGARAGE ADJACENT TO THE MAIN HOUSE AND ATTIC AREAS_ "4C.INE 15 ALWAYS LOCATED LEFT OF THE DRYER UNLE55 NOTED OTHERWI6E- Ef <^R j4LLS ARE DRAW) AT 8" CM LNLE56 NOTED OTHEPoNSE. \ =RIOR AND COMMON WALLS ARE DRAWN AT 3 1/2" UNLESS NOTED OTHERIIISE. -EADER FOR FIRST FLOOR 15 AT 8'-0' w/ 9'-4" CLG 4 SECOND FLOOR 15 AT 1'-0" W/ 5' CLG, HANDRAIL HEIGHT SHALL BE 3(," MEASURED VERTICALLY FROM THE NOSING OF THE TREAD. ,) DENOTES EGRE55 WINDOW OOOMFRAMFTOPAU ctcm CLOSET WALL Per PILM FAU EDJP HVAC RAISED PLATFORM MAMN VBlf D A/C SRC- V 28 E B_IE 9 -IEy" 3'-IE" 6'-25/ , g I 25. 5H,�.,I 25 5H 25 SH () 25 5H () - 0 SET 6a,IT _q^ AT 8'-&HT. IE._S --Avi PRiMAR I ROOM 5V TE v - - - - - - _----- 9'-4"CLG - GOVEREO RATIO 9 VINYL PLANK VINYL PLANK - CONCRETE �n 0 tp m I m - S m - 34"z60"SHOWER R' w/OFT_TEMP III 8" 0-4/ '_E" GLASS _ ENCLOSURE 0 �86b 25 8H HB rybb�V 2 2x6 WALL ® ED s 34 I2" — I �iNiN� ROOM I 9'-4" VINYL PLANK N SINK W015F M _ KITCHEN I1, I N p s m .9 8' 0" H. 9' 4" CLG uL — n DROPPED VINYL PLANK - =n 2468 1 D � 4'- HEADER 9�_11 2 -5yz" I'- 2 RANGE W/11CR0 2'_1.... N �3Y" = V - o_o. �! PANTRY V 5)5H .. �' 1-1 _... J ;.... Q >ge' VINY! PLANK v w LAJN. N g -9'-4" CLG r m VINYL PLANK 9'-4" CLG !VINYL FLAK 3 IRES `"1- -„_8i4, d�-��� _._2�. 4._E1, y._3,� B -... 'es .. - r e DRYER VENT _� v F v WH 11 TION n LOC v m — — IRaS — - ' e GAR4GEAW L 5 CC ION WITH LVINTPT. I' AREA MUST HAVE IV2" DRYWALL AOLLARD 12'-10" SEPARATION (MIN 20 MIN IRE) (TYP) 2_q (5 5H� CLOSET HVAC HHVAC ON RAISED yb 12"RILI, PLATFORM DOLLN STAR 3'-4" a 5'-�" 7,V2 - i9' AHu S PER DETAIL B ... N Jl 9'-4' CLG 2-GAR m C VINYL PLANK - e p OARAOE 9' 4" CLG AFF, 9 30x60 9' 4' CLG CONCRETE r -- TUB/SHOWER q�o0 VINYL LAN a NI - ELECTRICAL PANE_ WALL BEDROOM 2 %,�•e 9'-4" CLG VINYL PLANK 0 1� 2'- " 3'-4" 2'-2" 10": 16' 0" x T-0" OH. GARAGE DOOR m -4" CLG AFf. - CONCRETE 25 SH () 25 5H f l SET 50 ? A AT 8'-0" HT, B'-IE1, 3 l'-E` 16'-E" 2. E - 8' 4" I9'-4" 4--0' OVER..ALL FIRST FLOOR PLAN - ELEVATION T sQALE-wSCALE-,/4% W M" m PRIMARY BATH 9'-4" CLG VINYL PLANC 42071 AMH DEVELOPIENT DO NOT SALE THESE DRALMGS. VERIFY WILDING ORIENTATION WIT, CLMRACTOR AND SITE FiANS BEFORE DCNSTIz1CTM THESE DRALIW^5 DO NOT CONTAIN SPECIFIC INFO(3'IATICN FOR ANT STfRUCTURAL ELEMEN75 (TO BE PROVIDED BY ENGINEER � RECORD). ANT DISCREPANCY (DIME`wIgNS. ORI"NTAT.CN, ETC) . TLIEEN THESE CRAwY_-5 AND THE A6500 :v' `C:S :rala 61T'_ RaulNc-.5 __ E�.,o N Tc 1.E OCNO EED -aE a�TR.:cTDR ass --es -uE RESP le, IT`"-C "'E_ AL_ REM11REMENT5 a --'C- 3I L'v:NG GfFIDIAL5I TO COMP_" W'H S-ATE WILDING =5- U � J 0 w0 d J ^ j Li i--iW. ur m F-1 U Q 5x Q� N M9FABEMIIE MN,w O O �_ MJ W CD r cu O J i I ``C^a V z U � W In O co�_ Z m i cr /C) vJ C) o O cr Lu C �LL CIO � O o, O c d rb to CC J N r— 7 L J ON1M W- I FAE ERSION: 5.0 81HfMYE FIRST FLOOR PLAN 311of -1.0 6� 6" EXTERIOR 6/12 PITCH PLASTER ON ARCH SHIAGLE FRAME ROOF (TYP) iit FLR CE!LMG_ cu Ee . WINDOW NE 6" HEADER TRIM - - m B _ N --R _REV FRONT ELEVATION T sauE '-0-pW?) WALEV ROOF PLAN T sG4L.lnevno( an ATTIC VENTILATION: (300 SQ FT ATTIC SPACE / I SQ FT VENTILATION) ,CALCOLATIONS REFLECT 50% RIDGE AND 507. SOFFIT VENTS 2284 50 FT NDER ROOF ATTIC / 300 5Q FT / 150 FT : Tbl 50 ET VENTILATION OFF -RIDGE VENT = 104 50 IN EACH (4' VENTA SOFFIT VENT = 9 5Q IN EACH Tbl 50 FT a 50% = 1N SQ. FT HIGH, 381 50 FT LOW HIGH VENTING 3bl 50 FT x 144 5Q IN =54864 SQ N REQUIRED (6) OFF -RIDGE VENT 104 SQ N =(24 5Q IN LOW VENTING 331 5Q FT x I" 5Q IN =548b4 50 N REQUIRED 54664 / 9 - 61 SOFFIT VENTS (CONTINUOUS VENTED 5OFFIT) z 6/12 PITCH 6 ARCH 5HMILE ROC (TYP) 6" RA15ED 5TUCCO TR M COACH LIGHT PER COMM SPECS 4" RAISED 5T0000 TRIM GEMENTI T IOU5 5T0000 PER Cof'M JTY 5PEC5. 6Oil 41 DEVELOPMEN7 DO W S E 7H 5E DRAWINGS. VERI E ILDING ORIENTATION WITH O�A�AC-OR A 517E PLANS 2E^v CgySTRUC'ION. THESE ,uiJINGS DO NOT CONTAIN Sa1FOR'1A'ION FOR ANY 5' '%RAL ELE NT5(TO BE -IT) BY ENGMEER OF A DIS,CRFPANGT I DI2 51ONS, ORIENTATION, ETC) BETILE_EN THESE DRAWINGS AND THE A5r5DCATED DRAWIWS and/oT 517E DRNiiI`GS SHALL EE REPORTED TO (A.�AGTOR AT C CE AND I 00.5�.'C-ION SHALL P EED �N-L CCR.TvCT=D 71 -'G2 A55,L �5 THE RE— 'JJ5611 I-Y TO MEET AL: RE � T5 O LOCAL W1 DlN OPIO A_5 1 TO COMPLY WITH STATE &ILDINY.. OODE5. O O Y t J O J tL Cd I Z (I /) N v 0 /y {y _ w� Z co J QQ OLL I d� E n Lu } O �} (D Do N F_ L o IMM I FAE ERSION: 5.0 81!£TNYE FRONT/REAR ELEVATIONS & ROOF PLAN llal/ -3.10 i1 I1 6� d' VENT 4' VENT Iz 6/11 PITCH 6 .^RCH 5HINGLE ROOF MIE) 6/12 PITCH ARCH 5HINGLE ROCP ITYPo \ Ist FLR CEILING WNDOW LINE ELEV J. wo— RIGHT SIDE ELEVATION T WAM.; �.Tanm7, wALe I7 I7 6� 4' VENTr 4'VENT 6 LEFT SIDE ELEVATION III' SQ%k: l6't1'V(lW7) SO4E:1,K1d'� CEMENTITIOUS STUCCO PER COMM. 5PEC5. CEMEN7171OLZ STUCCO PER CCMM- 5PEC5, WO21 AMH DEVELOPMENT DO NO 5GALE THESE DRAT MS. VERIFY BUILDING ORENTATION WITH CONTRACTOR AND SITE PLANS BEFCRE CRN571EilCTION. 71HE5E D IIN-5 DO HOT CONTAN SPECIFIC 1K , ATGN:GR- 5'id17"J ,_ -LE `FN TS l'O 5E PROVIDED BY ENGINEER C� f€CORD)-NNr DIK'=FANCY IDIMEN51CN5, ORIENidTION, ETC) BETWEEN THESE DRAW-5 AND THE A650GIATED DR INWB 1,d'a SITE DRAWIIY.S SHALL BE REFGR-ED -0 CGNTRAGTOR AT ONCE AND NO CCNL' TICN"%A PROCEED :;NTIL CSCTEDO THE DONTRAGTOR A55N1ES THE RESPONSIBILITY TO MEET ALL REOUIREMEMs OF LOCAL �ILDNG OFHC ALS 4 TO CO' F_r WITH 5TA7E Bil'LCM CODES -j W B u� J JN 6T Z 13 0 a@ r J Q Lu p o� Q Q � r� IBEIEMIE Im'ItA0D1 C) CD Y - J � m 0 0 Z co V U N 1) OLzu �r LL —_ ch C7 ¢ Q U w_ L CL 2� 002 ir E LL LU — > I- 0 � } ' CID tb //�� Cio Co N F L J ORM- I FIE RSION: 5.0 SIDE ELEVATIONS SIR71 -3.11 De AILS ARE 57R'C-_Y AR:FII _CTURAL. REFER TO STFa1 l RAL \5 LAP TC OTHER ELEVA7 CN5 AND AMEN ILSING 2x6 EXTERIOR WALLS COLUMN DETAIL 1 WA 114_1T vo llllA,TJ SCAIE il2tiT �I2204) Iat FLR CEILING WINDOW LINE _ FIN ILR ELEY FOLNDATICN (SEE- STRAICT11RA1 PLAN) FU,NDATION (SEE-�J 5TTd1CTURAL PLAN) BUILDING SECTION 'BB' 3 12 51 PRE-MANiFACNRED TF3'SSES IN'.a1IATICN PER FBC AND ENERGY FORM 5U8"IITTED WITH PERMIT APPLIC4TION FOGKET BEDROOM 3 OFFICE LAUND. CCI IPACTED, TERMITE TREATED SOIL wNAPOR BARRIER BUILDING SECTION'AA' WAIF,R77'' IZ17) BEVATWTWigM7.ALL El"AW58N M SI ^rwomw FOYER SA,EIM%ITn,Y,7)BEVAIMTBFgKI•ALLBEVATKWSM M �,A%,apm PRE -MANUFACTURED TR155E5 INSULATION PER FBC AND ENERGY FOR1 SJBMITTED WITH PERMIT— APPLICAT ION 12 6 12 6 KITCHEN FAMILY ROOM COMPACTED, TERMITE TREATED SOIL wNAPOR BARRIER 0011 — DEVE'_OFMEu'T VERIFY&IILD_OR- CRRRACTCR'h EEi CG R C ^. F SPEC FIC'k='.)E' 1 BETIIEEH ASSCGIATED DRAWRGS enC/a 511E ORN 5 SHALL R_FI I< ED TO CONTRACTOR AT ONCE MID 10 CON5TRCtICN SHALL �EED IAITIL CORRECTED. TaE CONTRACTOR A59f ES THE RESF�ABILITY TO ME�= A1! RECtlJIREMENiS OF LOCAL 2UILDING CGFICIdLS 1 i0 CIXglY WITH STATE 2UILTIO FADES.mA 0 O J � m Lo C � Ca O J ``finn V /Irt V Z U � 7 W " p c °) _ Z � J U O N LU _ //�/� J fr L _JO 00 J /V LL W E LL Cn — � I I— U— (� _ 0 LL O 00 d to cc•7 N F L I o 9f. I FM ERSION: 5.0 81Hf,NIE BUILDING SECTIONS 81fff• -4.0 T )t ELECTRICAL LEGEND �-GAS GAS LME RECESSED CAN LIGHT �, COLD WATER [} FLUSH MOUNT LED TJ ELECTRICAL PANEL Q WALL MOUNTED LIGHT ELECTRICAL METER WALL SCONCE DISCONNECT SWITCH FLUORESCENT LIGHT ./I BULB $ SWITCH 0 FLUORESCENT LIGHT L/ 2 BLL:S $J 3-WAY SWITCH VAPOR PROTECTED LIGHT 4 4-WAY SWITCH Q EXHAUST FAN DMIMER 5WITGH EXHAUST FAN m/ LIGHT I� Y EXHAUST FAN,W/ ,BUTTON NEAT a LIGHT d. DUPLEX OUTLET 5MOKF DETECTOR CARBON MONOXIDE QUADPLEX OUTLET ® DE ECTOR SWITCHED DUPLEX THERMOSTAT OUTLET Y FLOOR OUTLET DIRECT WIRE r GFI OUTLET T PHONE JACK - WATER PROOF GFI OUTLET MEDIA JACK CABLE TV OUTLET 0: ® 220V O:-_E' DOCK CHIMES CEILING MOUNTED SP ❑ SECURITY PM1EL LIGHT HANGING CEILING FLOOD LIGHT MOUNTED LIGHT n n C=#=D. CEILING FAN CEILING: FAN w/LIGHT u u ELECTRICAL GENERAL NOTES SWITCHES TO SE 45' 41F. RECEPT5. TO BE 12" AFF. - 42" IF OVER A COUNTER ALL WIRING -0 BE IN ACCORDANCE WITH NEC ARC FAULT CIRCUIT INTERRUPTER PROTECTION SHAI L BE PROVIDED 45 REQUIRED M NEC 2101214) AND SHALL BE INSTALLED N A READILY ACCESSIBLE LOCATION. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SIIQKE DETECTORS. .GROUND FAULT CIRCUIT INTERRUPTER SHALL BE PROVIDED AS REQUIRED IN NEC 2105(A) AND INSTALLED N A READiLl ACCESSIBLE LOCATIOJ. IT I5 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO INSURE THAT ALL ELECTRICAL WORK 15 IN FULL COMPLIANCE WITH NFPA 10A - NEC. AND ALL AFFLICABLE LOCAL STANDARDS, CODES AND ORDINANCES. PROVIDE INTERSYSTEM BONDING TREMINATION AT SERVICE LOCATION PER NEC 25094 LUMINIAIRE5 IN CLOTHES CLOSETS SHALL BE INSTALLED PER THE PROVISIONS OF NEC 41016(Ai < (B) RECESSED LIGHTING TO BE AIR TIGHT AND IC RATED 100% OF THE LAMPS IN PERMANENTLY INSTALLED FIXTURES SHALL BE HIGH-EFFICIENCT LAMPS REFER. TO ENERGY CALCULATIONS FOR ADDITIONAL INFORMATION. PROVIDE THE REQUIRED CLEARANCES AROUND PANELS AND DISCONNECTS IN COMPLIANCE WITH NEC 11026_ ALL RECEPTACLES SHALL BE TAMPER RE515TANT PER NEC. 406J2, THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(5) IN A GARAGE SHALL NOT SUPPLY OUTLETS OJTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE AFC1 PROTEC-ION - 210.12 IS) DUELLING UNITS. 5 20 (OLT, SINGLE PHASE, 5 AND 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS N5-AL_ED IN DWELLING UNITS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS PARLORS L'SRARIE5, DENS, BEDROOMS S.NROOME RECREATION ROOMS, CLC5� S -- = S OR SIMILAR ROCPM5 OR AREAS SHALL BE PROTECTED BY A '_:ST. :; AFCCOMBINATION TYPE,. INSTALLED TO PROVIDE PROTECTION OF BRANCH CIRCUIT. EXTERIOR GARAGE 200 AMP METER MAIN CCMBC M i r ATP MAIN INTERIORANEL G 4/0 AL SER CABLE GROUNDING ELECTRODE SHALL COMPLY WITH SEC 25052 ELECTRICAL RISER DIAGRAM N,T.S LI I' 3y 1 n L -14" II ®Du FIRST FLOOR ELECTRICAL PLAN - ELEVATION "I' — STRUCTURE) MEDIA CASKET TO INCLUDE GAT5/6, COAX, USE, WIFI ROUTER SPACE AND POWER VERIFY EXACT REQUIREMENT, LOCATION AND MOUNTING HEIGHT PRIOR TO INSTALLATION _ zzoyc; � I�JI \ K LESSI; n` 0 � OPT. DEDICATED50 AM 114 -50 NEI'tA 140v) IF REQUIRED BY CODE m m w 04 � wu HE 020i1 AYH DEV ELOPMENT DO NOT 5CALE THESE OR U1NG5 Ed I-DW, ORWAT!Q .1 COITRAGTOR AND 517 FANS BEFORE CONSTRICTION. THESE DRAWMfi5 DO NOT CCNTAN a—,LIFIc PFOR'MAMI =0R AM STRUCTURAL EL�TS 70 BE PROVIDED BY ENGNEER OF RECORD) ANY r)iSCREPA4CY lDRfWSIONS,O B,ITATICN.ETCI EEC THESE DRAWING-S AND THE AE5LCIATED DRAWINGS and/or SITE ORAWiNGS SHALL BE R . ORIErD TO COTITRAGTOR AT ONLE ANC CCh5T TIL CO! �SHALL , HE F D WTIL CTED. THE LCNiRACTOR A5511ME., THE REST Gr15!BILITY TO AL 8 4LL REGUIREHENT0= LOCAL NS OFHCIALS 1 TOO COYFY WITW 5T SigTE &11LDIPY CODES. Q� 0 U � J _ J N 6T Z m O O Q� J N Lu Q "I � U Q x5 186mwm Op1zm FIEVISM: C) Y � J � Lo c 0 I , Z VJ / \ N LJ un 0 Wm —_ Z M J U QQ � �¢ co 000 cr E Q LL W — >� 1— LL cn /0/� LL O 00 d F— C� 10 N 7 L L WAINN R(: I RIE ERSION:5.0 OFFENCEELECTRICAL PLANS FIRST FLOOR I EEET1 E-1.0 i HOUSEWRAP BARRIER (T, JOINTS) OVER DMDR SHEATHING PER SPECSH TO OVERLAP RUBBERIZE[ FLASHING RUBBERIZED THRU-WALL FLASHING, EXTEND UPS" VERTICALLY (4-MN VERTICAL PROJECTION ABOVE SUBFLOOR), TRW TO OUTSIDE FACE OF BRICK THRU-WALL FLASHING NOT TO 5CALE HOUSEWRAP BARRIER (TAPE ALL JOINTS) OVER EXTERIOR SHEATHING PER SPEC -SHEATHING TO OVERLAP RUBBERIZED \ 15# BLDG FELT BETWEEN LASHING HOUSEWRAP BARRIER AND BRICK VENEER -TYPICAL UP 3 RUBBERITID THRU-WALL " - FLASHING, B(TEND UP B' _ 15N BLDG FELT BETWEEN VERTICALLY (4" MN - _ HOUSEWRAP BARRIER AND VERTICAL PROJECTION BRICK VENEER,TYPICAL ABOVE SUBFLOOR), TRIM TO OUTSIDE FACE CONTINUOUS MORTAR NET WEEP HOLES AT COURSE OF BRICK ABOVE FLASHING - 24" O.C. —WEEP HOLE AT COURSE HORIZONTALLY —HOUSEWRAP BARRIER - REFR TO DETAIL FOR CUTTING COORDINATE 15# BUILDING FELT BARRIER AT WINDOW OPENING. APPLICATION WHERE BRICK VENEER 6 SPECIFIED FOLD HOUSEWRAP DOWN OVER HEAD FLASHING AND APPLY CORNER PATCH EXTENDING I' MN. BEYOND BARRIER CUT —INSTALL HEAD FLASHING OVERLAPPING WINDOW RANGES A MN. OF 2" - INSTALL III UNDER HOUSEWRAP -APPLY JAMB HASHING OVER SIDE WINDOW RANGES -MN. I"ABOVE HEAD AND 3' OVERLAP AT SILL INSTALL WINDOW OVER SEALED AND FLASHED PREMANUFACTURED SILL PAN BEFORE TAPING - PILL ENTIRE INTERIOR PERIMETER GAP W NON -EXPANDING FOAM OR SEALANT TAPE SEAM OF OVERLAPPING PLASTIC SILL BOOT PREMANUFACTURED PLASTIC SILL BOOT WINDOW OPFNING FLASHING Nc- Tc 5G4_E T2 SEE PLAN / PER ROOF TYP. INT. CLG. MATERIAL - PER SPEC REFER TO STRUCTURAL FOR TRUSS TO WALL CONNECTION GABLE END WHERE OCCURS REFER EIVATDNS AND DETAIS TYPICAL ROOF COVTIMG PER SPEC TYPICAL ROOF TRUSSES PER SPEC TYPICAL ROOF INSULATION PER SPEC - DRIP EDGE PER CODE 3 COMM. SPEC STOP OF C." U. kE TTO ELEVATIONS - FASCIA PER CODE 3 COMM. SPEC. - TYPICAL SOFFIT FINISH PER SPEC _- TIE BEAM - REFER STRUCTURAL TRM PER ELEVATION PER SPEC B- CMU BLOCK REFER STRUCTURAL - TYPICAL STUCCO FINISH ON BLOCK PER SPEC TYPICAL INTERIOR WALL I�! FNISH AND INSULATION OVER BLOCK PER SPEC'' WAINSCOT PER EiEV. PER SPEC TYPCAL BASE VERIFY FOUNDATION PROFILE VARIES BY LOCATION/CONDLIONS PER SPEC ;� il REFFRSTRUCTURAL III VERIFY DETAL FOR TERMNAMN WALL FINISH AT FOUNDATION PER ELEVATION A • I � MATERIAL as �T?1—EL — 1T_III-11-I-°' -I Imo] I REFER TO PLOT PLAN FOR SLOPE y CONFIGURATION TYPICAL 1—STORY WALL SECTION NOT TO 5CALE ABOVE FLASHING - 24.O.C. SOLD GROUT BEHIND HORIZONTALLY FIRST COURSE-TYPC FOUNDATION -'-" POURED FOUNDATION WALL BRICK LEDGE , THRU-WALL FLASHING @ BRICK LEDGE NOT TO 5CA_E WALLAFLOOR FRAMING SYSTEM EXTEND METAL FLASHNC�' BRICK ROWLOCK - REFER TO ELEV. BRICK SOLDIER (OR) 3 BRICK COURSES -REFER TO ELEV. THRU-WALL MEMBRANE FLASHING WAINSCOT DETAIL NO- TO 5ABLE HOUSE WRAPOVER WALL SHEATHING -PROVIDE ENOUGH OVERLAP TO COVER METAL FLASHING AND THROUGH -WALL FLASHING TAPE OVERLAPPING SEAM SIDING PER SPEC 12" BEM METAL FLASHING - EXTEND B- VERTICALLY EXTERIOR SEALANT I CAST STONE SILL OR BRICK ROWLOCK- REFER TO ELEVATION BRICK TIE WEEP HOLE THRU-WALL MEMBRANE FLASHING TO FACE OF BRICK W/ MN. 24" VERTICAL LEG. LAP UNDER BUILDING WRAP. LATH AND STUCCO) OVER FRAME (SHEATHING, 2 LAYER W.R.B., "'111111"T" LATH AND STUCCO) -PER SPEC PEEL 6 STICK BRIDGE FLASHING, SHINGLE UPPED OVER STUCCO ACCESSORY VINYL PLASTER DRIP SCREED - PER SPEC : INSTALL PER MANUFACTURERS INSTALLATION INSTRUCTIONS L - CAP SHINGLE, DO NOT STAPLE OR NAIL - ROOF CEMENT r SHINGLE ROOFING ON ROOFING UNDERLAYMENT- PER SPEC PEEL R STICK BRIDGE FLASHING. OVERLAP ON TO ROOFING UNDERLAYMENT 61,6" CORROSION RESISTANT BASE FLASHING - PER SPEC - PRE-ENGINEERED WOOD TRUSSES SEE STRUCTURAL AND TRUSS DRAW TUGS FOR SPACING AND CONNECTION DETAILS NOTE ALL ROOFING MATERIAL (PER ELEVATION) SHALL BE INSTALLED PER MANUFACTURERS INSTALLATION INSTRUCTION- VERIFY ROOF SHEATHING WITH STRUCTURAL DRAWINGS ROOF TO WALL AT RAKE 7/9' STUCCO OVER FRAME (SHEATHING, 2 LAYER W.R.B. LATH AND STUCCO) - PER SPEC PEEL & STICK BRIDGE FLASHING, SHINGLE LAPPED OVER STUCCO ACCESSORY VINYL PLASTER DRIP SCREED - PER SPEC INSTALL PER MANUFACTURERS INSTALLATION INSTRUCTIONS "L" FLASHNG CAP SHINGLE - DO NOT STAPLE OR NAL ROOF CEMENT 6'W CORROSION RESISTANT BASE FLASHING (TYP) PRE-EJGNEERED 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 SCA E :•-L O. QD1'. 41^u DEVELGFMENT VcR('r BJ'.LDING ORIET.SATION WITH CMGl,E 3DRC 65 CON TC\ THESE DwwmGs CON c-TA,N OR ly 5TR'JGTIiRAL ELEMENTS TO BE FROYOED E- ENGINEER 6 (DIMEN5ICN5, ORIENTdTION ECi e%".DES T15E DR 115 INT T-= A55OG'A D GRAIIING5 ar , el-E D'V 05 5 ALL BE REPORTED TO CO,5TR C-ILT' $MALL �OGEED I:NTIL'_ -CTED. TwE C'J.'-:cAC'GR A55U"v5 RE5PCN5I5ILITr TO EET ALL �OU'.RE_ f"5 6 LCC- Edl-Cl`G CFF CI AL5 . - _' iPLY uTu 57dTE BUILDING GGDE. Q� @ U � J ^^ J 'D 6 wm.� w � V Q @ N I mDATE f umma . REV6UIIS: C) C) J � L�`L Lo O J L I �Ca V 0 ' Z vJ " N V v W In O —_ Z J O U oIr Ir p o0 J E � LL w —_ ? J 7 = O�} cc Q S O co c N pNllTTlm. AE ERSION: 5.0 &@FINITE MI6C. DETAILS 81$TI -3.2 EXTERIOR INTERIOR FIBER CEMENT SIDING 1\, QUAOVER TYVEK' OR EQUAL HOUSEWRAP OVER EXTERIOR — 6" WDE SELF SHEATHING AND FRAMNG I ADHERING, SELF PER STRUCTURAL DINGS. HEALING WATERPROOF I iMEMBRANE b' WDE SELF ADHERING II SELF HEALING WATERPROOF I I SHIM SPACE PER MEMBRANE UNDER 2 LAYERS lz MANUFACTURES' OF BUILDING PAPER • RECOMMENDATIONS TAPE/SEAL CORNERS I.. ... .� CORROSION RESISTANT CAULKNGTYPCAL METAL NEAR FLASHING WITH WRAPPED ENDS ._ — WINDOW ASSEMBLY E 013MR GRADE SEALANT INSTALLED WITH OVER BACKER MATERIAL I,, /\ CONTINUOUS SEALANT T 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`= 1'-0' HORS LAP SIDING INSTALLED PER !� � `� FOR FRMG. PER MFRS NSTRUCIIONS o/ BUILDING 1�L STRUCTURAL DETAILS il� OCCURS (PER STRUCTURAL OCCURSPAPER o/ (PER �.I GYP. Bc. �1I DETAILS) III. 1R STUCCO FINISH COAT o/ I) 1 FOAM TRIM SEE ELEVATION y 1 2. `TRACK ASSEMBLY SEALANT 21 RB DR. 1AM8 - �� JAMB SIRP ) GARAGE DOOR 1. OVERHEAD GARAGE DOOR JAMB SCALE V2'= I'-0" EXTERIOR INTERIOR SELF ADHERING, SELF HEAWG WATERPROOF i DOW ASSEMBLY ILL INSTALLED LED MFWITH CONTINUOUS SEALANTWIN DAM -CONTINUE CMIN. BEAD AT RANGE PRIOR TO UP JAMBS INSTALLATION EMOR GRADECAULKNGTYPCAL SEALANTOVER"BACKER MATERIAL J1X2WOODDAM I 1� FIBER CEMENT SIDING - I` OVER TYVEK"OR EQUAL INSTALL PLYWOOD HOUSEWRAP OVER PANTED BLACK BEHIND EXTERIOR SHEATHING WINDOWS AT AND FRAMING PER DORMERS,, STRUCTURAL DWGS. V NOTE WINDOW ASSEMBLY TO BE FASTENED TO STRUCTURE PER WINDOW MANUFACTURERS NSTAUATION REQUIREMENTS AND RECOMMENDATIONS SILL AT FRAME WALL SCALP : 3"= 1' 0" HORE LAP $DNG INSTALLED PER MFR'S INSTRUCTIONS o/ BUILDING PAPER o/ SHEATHING AS OCCURS (PER STRUCTURAL DETAILS) LAP BUILDING PAPER MN B' o/ GSM DRP EDGE RASHNG - 24 GA GSM DRIP EDGE HASHING---- , CE & WATER SHIELD AT CORNERS. EXTEND 6" UP WALL WOOD TRIM SEE EIEV FOR SIZE— 2x RES D.R. HEAD GARAGE DOOR GARAGE DOOR TRACK FOR FRMG. PER STRUCTURAL DETAILS GYP. BD. �2x6 V III N OVERHEAD GARAGE DOOR HEAD SCALE, 1 1/2 1'-0' EXTERIOR FEB CEMENT SIDING. OVER TYVEK' OR EQUAL HOUSEWRAP OVER EXTERIOR SHEATHING AND FRAMING PER STRUCTURAL DWGS. 6' WIDE SELF ADHERING, SELF HEALING WATERPROOF MEMBRANE OVER BOTH LAYERS OF BUILDING PAPER EXTERIOR GRADE SEALANT EXTERIOR GRADE SEALANT OVER BACKER MATERIAL 6' WDE SELF ADHERING. SELF HEALING WATERPROOF MEMBRANE INTERIOR SHIM SPACE PER MANUFACTURES' ZECOMMENDATDNS :AULKNGTYPICAL NNDOW ASSEMBLY NSTALLED WITH _ONTNUOUS SEALANT IEAD AT FLANGE PRIOR f0 NSTALLAIION NOTE: WINDOW ASSEMBLY TO BE FASTENED TO STRICTURE PER WINDOW MANUFACTURERS INSTALLATION REQUIREMENTS AND RECOMMENDATIONS JAMB AT FRAME WALL SCALE 3 10' TAPE SDNG MALL PER MANUR o/ GRADE 'D' BLDG. PAPER o/ STRUCT. SHEATHING SEALANT \ WD TRIM SEE REV. FOR SEE \\ TYPE'D' BUYG PAPER o/ MOBTOP (4' MN. LAP) o/ WINDOW FINISH SEALANT SLIDING GLASS DOOR FRAME SLIDING GLASS DOOR HEAD 5CALE: 311= 1' m" QQOPI AMH DEVELOFM. NY DO NOT 5CALE -JE5E DRAWIN'-.5. VERIFY LDING ORIENTATION WITH CONTRACTOR AND 51-E -L.MS EEFf 1 57 C*IOL THESE DRAWIN65 DO NOT GOc SPECIFIC IWOR'.ATION FOR ANT 5T JG`IIRAL ELEYENT5 (T EE PROVIDED 5Y ENLINEER < REGORO) ANr D16,^REP4 AC TDTIYEENSIOJS, ORIENTAH ETC) 5ETWEEN THESE DR1ING5 AND THE ASSOCWT'cD DRAWINGS 3,llr SITE DRALiFI.'-5 SHALL 5E f PORTED TO COITRACTOR AT ONCE AND NO I"— ON SHALL PRO'.'EED HnTIL CQ CTED. THE __'TOR A 5U ,S TI RE5PGN IEILITY TOYEE- ALL REOU R D,T5 OF LOCAL &MILT Ik OFF C AL1 TO COMPLY "T4 STATE IADIrI; COOE5 CD � O Nt Lo Q F rC,2 r (� O J L ``C^6 V 1 Z VJ d U N W� O Ch Q U o� Cn O 0 m E Q LL W H — >c6 LL n O Ro 1 O �a- CO�u �- Co co N L __J BFIVIi N: I FIE VERSION: 5.0 BIffTNYE MI.C. DETAILS P P P P SM70 -3.4 P GENERAL STRUCTURAL NOTES: 1. ALL WORK SHALL CONFORM TO THE 2023 8th EDITION OF THE FLORIDA (INTERNATIONAL) RESIDENTIAL CODE AND APPLICABLE COUNTY CODE AMENDMENTS. STANDARDS LISTED IN STRUCTURAL NOTE SECTIONS REFER TO THE VERSION AND EFFECTIVE DATE IDENTIFIED IN THE REFERENCED STANDARDS CHAPTER IN THE GOVERNING BUILDING CODE NOTED ABOVE. 2, THE STRUCTURAL NOTES ARE INTENDED TO AUGMENT THE DRAWINGS. SHOULD CONFLICTS EXIST BETWEEN THE DRAWINGS. AND THE STRUCTURAL NOTES, THE STRICTEST PROVISION SHALL GOVERN. 3. THE STRUCTURAL DRAWINGS FORM AN INTEGRAL PART OF CONTRACT DOCUMENTS, WHICH INCLUDE ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL, AND CIVIL/SITE DRAWINGS. COORDINATE THE STRUCTURAL DRAWINGS WITH THE REQUIREMENTS SHOWN IN THE OTHER COMPONENTS OF THE CONTRACT DOCUMENTS. 4, TYPICAL DETAILS AND OTHER SECTIONS/DETAILS APPLY TO CONDITIONS THAT ARE SIMILAR TO THE CONDITIONS DESCRIBED IN THE SECTIONS/DETAILS, EVEN IF THEY ARE NOT SPECIFICALLY REFERENCED ON THE PLANS. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEANS, METHODS SEQUENCES AND PROCEDURES OF CONSTRUCTION., INCLUDING BUT NOT LIMITED TO TEMPORARY SHORING AND BRACING. 6. DO NOT SCALE STRUCTURAL DRAWINGS. IF DIMENSIONS ARE OMITTED OR NOT CLEAR, CONTACTTHE ENGINEER. 7. CONSTRUCTION SHALL COMPLY FULLY WITH THE APPLICABLE PROVISIONS OF OSHA AND THE LOCAL GOVERNING CODES, CURRENT EDITION, AND ALL REQUIREMENTS SPECIFIED IN THE CODES SHALL BE ADHERED TO AS IF THEY WERE CALLED FOR OR SHOWN ON THE DRAWINGS. THIS SHALL NOT BE CONSTRUED TO MEAN THAT REQUIREMENTS SET FORTH ON THE DRAWING MAY BE MODIFIED BECAUSE THEY ARE MORE STRINGENT THAN THE CODE REQUIREMENTS OR BECAUSE THEY ARE NOT SPECIFICALLY REQUIRED BY CODE. 8. THE ENGINEER'S SEAL APPLIES ONLY TO THE STRUCTURAL COMPONENTS ON THIS DOCUMENT_ ALL DIMENSIONS ARE TO BE VERIFIED WITH THE ARCHITECTURAL DRAWINGS. ANY DEVIATIONS OR DISCREPANCIES ON THESE PLANS MUST BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER OF RECORD, BACK CHARGES WILL NOT BE ACCEPTED, REGARDLESS OF FAULT, WITHOUT PRIOR NOTIFICATION BY BUILDER WITHIN 48-HOURS AND INVESTIGATION BY FIELDSTONE. 9, THE TERMS'CONCRETE SCREW'AND'MASONRY SCREW'SHALL BE USED INTERCHANGEABLY WITHIN THESE DRAWINGS. CONCRETE/MASONRY SCREWS AS GENERICALLY SPECIFIED WITHIN THESE DRAWINGS SHALL REFER TO ONE OF THE FOLLOWING ACCEPTED MANUFACTURER PRODUCTS: SIMPSON STRONG TIE TITEN TURBO, GENUINE TAPCON, OR HILTI KWIK-CON 11. 10. CONTENT LINKED WITHIN OR CODES THAT MAY BE SHOWN WITH THE DRAWING SET ARE FOR INFORMATIONAL PURPOSES ONLY AND THE PROFESSIONAL SEAL ON THIS DRAWING DOES NOT APPLY TO CONTENT CONTAINED WITHIN ANY OR CODES. 11. POST INSTALLED EPDXY ANCHORAGE GENERICALLY NOTED WITHIN THESE DRAWINGS SHALL BE EITHER SIMPSON STRONG TIE SET-3G, OR HILTI HIT-HY-150 DESIGN CRITERIA: 1. BUILDING RISK CATEGORY =11 2. VERTICAL LOADING: ROOFTOP CHORD LIVE LOAD =20 PSF (REDUCIBLE) ROOF TOP CHORD DEAD LOAD =7 PSF ROOF TOP CHORD DEAD LOAD (TILE) =15 PSF ROOF BOTTOM CHORD LIVE LOAD (w/ STORAGE) =20 PSF ROOF BOTTOM CHORD LIVE LOAD (w/o STORAGE) =10 PSF ROOF BOTTOM CHORD DEAD LOAD =10 PSF FLOOR LIVE LOAD =40 PSF FLOOR LIVE LOAD (SLEEPING ROOMS) -30 PSF FLOOR DEAD LOAD =15 PSF DECK/BALCONY LIVE LOAD =40 PSF NOTETO TRUSS & I -JOIST MANUFACTURERS - ROOF & FLOOR SYSTEM DELEGATED DESIGN SHALL CONFORM TO THE FOLLOWING DESIGN STANDARDS: LOCATION TOTAL LOAD LIVE LOAD MAX TOTAL DEFLECTION ROOF TRUSSES U240 L/240 1" FLOOR JOISTS/TRUSS L/360 L1480 1/2" NOTES: 1. MAXIMUM TOTAL LOAD DIFFERENTIAL DEFLECTION BETWEEN ADJACENT PARALLEL MEMBERS SHALL BE 5/8" 2. ANY MEMBER SUPPORTING BRICK/MASONRY SHALL BE LIMITED TO A TOTAL LOAD DEFLECTION OF L/600 3. FIELDSTONE AE CANNOT BE HELD RESPONSIBLE FOR ANY STRUCTURAL ISSUES RELATED TO ANY BUILDING COMPONENT IF COMPONENT SHOP DRAWINGS ARE NOT SUBMITTED TO FAE FOR REVIEW PRIOR TO FABRICATION, DELIVERY, OR INSTALLATION 3. LATERAL LOADING WIND CRITERIA: TORNADO WIND SPEED =N/A 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 POE WALL BRACED AT TOP -55 POF 5. GUARDRAIL/HANDRAIL LOADING: ALL GUARDRAILMANDRAILS SHALL MEET 200 LBS (MINIMUM) CONCENTRATED FORCE APPLIED. IN ANY DIRECTION. IN -FILL COMPONENTS OF GUARDRAIL SHALL MEET 50 PSF. THESE LOADS ARE TO BE EVALUATED INDEPENDENTLY AND ARE NOT TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD. DEFLECTION OF GUARDRAIL SHALL MEET THE CRITERIA SET FORTH BY THE INTERNATIONAL CODE COUNCIL EVALUATION SERVICES (]CC -ES) AC 273 - "ACCEPTANCE CRITERIA FOR HANDRAILS AND GUARDS." CONCRETE NOTES: 1. STRUCTURAL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE PER ACI 332 "RESIDENTIAL CODE REQUIREMENTS FOR STRUCTURAL CONCRETE". 2. CONCRETE PRODUCTION AND PLACEMENT SHALL CONFORM TO THE REQUIREMENTS OF ACI 332 "RESIDENTIAL CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" EXCEPT AS MODIFIED BY STRUCTURAL REQUIREMENTS NOTED ON THE DRAWINGS. 3. CEMENT SHALL CONFORM TO ASTM C150 "SPECIFICATION FOR PORTLAND CEMENT." CONCRETE SHALL BE NORMAL WEIGHT, UNLESS INDICATED OTHERWISE. 4. CONCRETE AGGREGATES SHALL CONFORM TO ASTM C33 "SPECIFICATION FOR CONCRETE AGGREGATES." 5. REINFORCING SHALL CONFORM TO ASTM A-615 GRADE 60. 6. REINFORCEMENT SHALL BE FABRICATED AND ERECTED ACCORDING TO THE ACI STANDARDS: "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT', ACI 315- AND "MANUAL OF ENGINEERING AND PLACING DRAWINGS FOR REINFORCED CONCRETE STRUCTURES", ACI 315R. 7. REINFORCING STEEL AND WELDED WIRE FABRIC SHALL BE PLACED WITH MINIMUM CONCRETE COVER AND TOLERANCES AS FOLLOWS: SLAB -ON -GRADE: WITHIN UPPER 2/3 OF SLAB AND 3/4" MINIMUM COVER AT INTERIOR CONDITIONS; 1-1/2" MINIMUM COVER AT EXTERIOR CONDITIONS CONCRETE (FOUNDATION AGAINST EARTH: 3" FORMED CONCRETE: 1-1/2" (#5 REBAR OR SMALLER) 2" (#6 REBAR OR LARGER) TOLERANCE: +/- 3/8" 8. REINFORCING STEEL SHALL NOT BE CUT, BENT OR STRAIGHTENED IN THE FIELD UNLESS APPROVED BY THE STRUCTURAL ENGINEER OR AS INDICATED ON THE DRAWINGS. 9. WELDING OF REINFORCING STEEL IS PROHIBITED UNLESS SPECIFICALLY DETAILED. WELDING WHERE DETAILED SHALL CONFORM TO AWS OI 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: 2500 PSI 11. CONTRACTOR SHALLTIE 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 319. 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-1064 AND HAVE A MINIMUM SIDE AND END LAP OF 8INCHES. • MICRO -OR MACRO -SYNTHETIC FIBER REINFORCEMENT FIBER LENGTHS SHALL BE 1/2" TO 2-1/4" IN LENGTH. DOSAGE AMOUNT SHALL BE FROM 3/4 TO 3.0 POUNDS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM 01116. 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 1-112 INCHES INTO THE FIRST POUR OFCONCRETE. 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 AGI 308.1 "STANDARD SPECIFICATION FOR CONCRETE CURING" AND ACI 308R "GUIDE TO CURING CONCRETE". FOUNDATION NOTES: 1. CONTRACTOR SHALL VERIFY ALL CONDITIONS, INCLUDING UNDERGROUND UTILITIES AND FIELD MEASUREMENTS AT JOB SITE AND REPORT ANY DISCREPANCIES TO OWNER'S REPRESENTATIVE. 2. TOP OF SPREAD FOOTING ELEVATIONS NOTED ON PLAN ARE MINIMUM ELEVATIONS. IN ALL CASES FOOTINGS ARE TO BEAR ON UNDISTURBED NATURAL SOILS OR ENGINEERED FILL HAVING A MINIMUM NET ALLOWABLE BEARING CAPACITY OF 2000 PSF, 3. SIDES OF FOUNDATIONS SHALL BE FORMED UNLESS CONDITIONS PERMIT EARTH FORMING. FOUNDATIONS POURED AGAINST THE EARTH REQUIRED THE FOLLOWING PRECAUTIONS: SLOPE SIDES OF EXCAVATIONS AS APPROVED BY GEOTECHNICAL ENGINEER AND CLEAN UP SLOUGHING BEFORE AND DURING CONCRETE PLACEMENT. PROVIDE POLYETHYLENE VAPOR RETARDER COMPLYING WITH GOVERNING BUILDING CODE LISTED ON THIS SHEET AGAINST SOILS WHERE CONCRETE IS TO BE PLACED; LAP ALL EDGES 61NCH (MINIMUM) AND SEAL WITH ADHESIVE. 4. WHERE FOOTING STEPS ARE NECESSARY, THEY SHALL BE NO STEEPER THAN ONE VERTICAL TO TWO HORIZONTAL U.N.O. 5. FOOTINGS SHALL BE CENTERED UNDER COLUMNS AND WALLS UNLESS SPECIFICALLY DETAILED OTHERWISE ON THE DRAWINGS. 6. NO FOOTINGS OR SLABS SHALL BE PLACED ON OR AGAINST SUB -GRADE CONTAINING. FREE WATER, FROST OR. ICE. SHOULD WATER OR FROST, HOWEVER SUGHT, 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. CONTRACTORS SHALL FURNISH ALL REQUIRED DE -WATERING EQUIPMENT TO MAINTAIN. A DRY EXCAVATION UNTIL BACKFILL IS COMPLETE. 8. A GEOTECHNICAL ENGINEER REGISTERED IN THE STATE OF WORK PERFORMED SHALL INSPECT THE CONDITION AND ASSURE THE ADEQUACY OF ALL SITE PREPARATION, SUBGRADES, FILLS, BACKFILLS BEFORE PLACEMENT OF FOUNDATIONS, FOOTINGS, SLABS AND WALLS. HE SHALL SUBMIT REPORT TO THE ARCHITECT/ENGINEER DESCRIBING HIS INVESTIGATIONS OF ANY NON -CONFORMING WORK. BACKFILLING: 1. DO NOT PLACE BACKFILL AGAINST FOUNDATION WALLS - DESIGNED AS SUPPORTED AT TOP AND BOTTOM - UNTIL BASEMENT LEVEL AND FIRST FLOOR SYSTEM ARE IN PLACE. SHORE AND/OR BRACE WALLS AS REQUIRED IF 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 SUPPORTTO 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 Prn = 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 (T-#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" 3-314" 10" #6 34" 4-1/2" IT, MASONRY NOTES (CONTINUED): 10. REINFORCING BARS SHALL BE HELD IN POSITION BY WIRE TIES OR OTHER APPROVED MEANS TO ENSURE DESIGN LOCATION AND LAP. PLACE BARS AND LAP PRIOR TO GROUTING. 11. GROUTING OF MASONRY WALLS SHALL CONFORM TO RECOMMENDED PROCEDURE FOR "LOW 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 WIND LOADS. UNTIL FLOORS AND ROOFS ARE IN PLACE, AND THE MASONRY HAS REACHED 75 %OF THE REQUIRED STRENGTH F'M. BRACING SHALL BE PROVIDED IN ACCORDANCE WITH OSHA - CONSTRUCTION SAFETY STANDARDS FOR MASONRY WALL BRACING. AND NCMA TEK 3-4B - "BRACING CONCRETE MASONRY WALLS DURING CONSTRUCTION." WOOD FRAMING NOTES: 1. STRUCTURAL SAWN LUMBER, STRUCTURAL COMPOSITE LUMBER, AND CONNECTIONS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION." INDS) 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 1/2" DIAMETER CAST -IN -PLACE ANCHOR BOLTS WITH 7" EMBEDMENT.. 4" (MINIMUM) AND 12" (MAXIMUM) FROM END OF SILL PLATE(S), LOCATED WITHIN THE MIDDLE THIRD OF THE SILL PLATE, WITH NUT AND 3"x3"xO.229" WASHERS AT THE ANCHOR SPACING BELOW: MAXIMUM ANCHOR BOLT SPACING = 2'-0' O.C. REFER TO "PRE -APPROVED FIELD REPAIR NOTES" SECTION FOR ALTERNATE ANCHORAGE APPROVALS. FOR OTHER ANCHORS NOT LISTED, SUBMIT TO ENGINEER OR RECORD FOR REVIEW. 6. ALL LUMBER IN CONTACT WITH EARTH, CONCRETE, OR MASONRY -AND WOOD BEAMS POCKETING INTO CONCRETE OR. MASONRY WALLS HAVING CLEARANCES LESS THAN 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: Fa= 875 PSI F, = 425 PSI FT = 450 PSI F,= 1150 PSI F„= 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)-0.162"x2-1/2" FACE NAILS ON EACH SIDE THE JOINT. DOUBLE (2X) TOP PLATES OF EXTERIOR WALLS AND INTERIOR LOAD BEARING WALLS SHOWN ON DRAWINGS SHALL BE SOUTHERN YELLOW PINE NO.2 OR BETTER WITH BASE DESIGN VALUES: Fg= 1100 PSI Fes= 565 PSI FT_ 675 PSI FG= 1450 PSI Fv= 175 PSI E= 1400 KSI WITH THE MOISTURE CONTENT OF THE WOOD IN SERVICE WILL NOT EXCEED 19%. 9. STRUCTURAL COMPOSITE LUMBER SHALL CONFORM TO ASTM D 5456 WITH THE FOLLOWING ALLOWABLE DESIGN STRESSES MICROLLAM LVL PARALLAM PSL (h TIMBERSTRAND LSL E = 2000 KSI E = 1800 KSI E = 1300 KSI Fg = 2600 PSI Fg = 2400 PSI Fg = 1700 PSI (*) -'BOOZER BEAM 2AEARE AN ACCEPTED ALTERNATE TO PSL COLUMNS SPECIFIED ON PLANS PROVIDED THE'SOOZER BEAM 2.1 EIS OF EQUAL OR GREATER SECTION DIMENSION TO THE PSL COLUMN AND OF EQUAL OR LESSER HEIGHT 10. FLOOR SHEATHING SHALL BE 23132 INCH, APA RATED SHEATHING, 48/24 MIN., EXPOSURE 1. INSTALL WITH THE LONG DIMENSION OR STRENGTH AXIS OF THE PANEL ACROSS SUPPORTS AND WITH PANEL CONTINUOUS OVER TWO OR MORE SPANS. PANEL EDGES SHALL BE TONGUE -AND -GROOVE. FLOOR SHEATHING SHALL BE GLUED AND NAILED TO SUPPORTING MEMBERS ADHESIVE SHALL MEET APA SPECIFICATION AFG.01, APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, PROVIDE 0.131 N2-1/2" COMMON NAILS AT 6 INCH O.0 ALONG SUPPORTED PANEL EDGES AND 12 INCH O.0 AT INTERMEDIATE SUPPORTS. 11. FOR INTERIOR WALL HEADERS PROVIDE (1)-2X JACK STUD AND (1) 2X KING STUD U.N.O. ON DRAWINGS. 12. FOR EXTERIOR WALL HEADERS PROVIDE.(1)-2x JACK STUD AND (1)-2x KING: STUD, MINIMUM, REFER TO CHART BELOW U.N.O ON DRAWINGS: WINDSPEED <= 140 EXP. OF C WINDSPEED c= 140 EXP. OF C WALL HEIGHT BET 9FT 1OFT WALL HEIGHT BFT 9FT LOFT STUD SIZE HEADER SPAN (FT) STUD SIZE HEADER SPAN (FT) 2x4 4 1J/1K 1J/iK 1J/1K 2x6 4 lJ/1K 1J/1K 1J/lK 6 1J/1K 1J/lK iJ/2K 6 iJ/1K iJ/1K iJ/lK 8 1J/lK 1J/2K 1J/3K 8 1J/iK 1J/lK 1J/1K 10 1J/2K 1J/2K 1J/4K 10 1J/iK iJ/iK iJ/1K 12 1J/2K 1J/3K 1J/4K 12 1J/1K 1J/iK 1J/1K 14 iJ/2K 1J/4K: ENG 14 iJ/1K iJ/iK iJ/iK 16 1J/3K 1J/4K ENG 16 1J/1K 1J/iK 1JHK 18 iJ/3K ENG ENG 18 iJ/iK 1J/iK iJ/iK 13. WALLS SHOWN ON THE FRAMING PLANS ARE LOAD BEARING WALLS; WALLS NOT SHOWN ON STRUCTURAL FRAMING PLANS ARE INTERIOR NON -LOADING BEARING PARTITION WALLS. 14 LOAD BEARING WALLS SHALL BE CONSTRUCTED WITH 2X STUDS AT 16" O.C. MAXIMUM U.N.O. NON -LOAD BEARING PARTITION WALLS SHALL BE CONSTRUCTED WITH 2X OR METAL STUDS (18 GA. MIN.) @ 24" O.C. MAXIMUM. 15.STUD COLUMNS UNDER LOAD BEARING POINTS OF GIRDERS/BEAMS. SHALL MATCH THE GIRDER/BEAM PLY COUNT WITHIN 1/2" TOLERANCE (2-PLY STUD COLUMN MINIMUM). SOLID BLOCK ALL GIRDER/BEAMS THRU FLOOR SYSTEMS AND TO THE FOUNDATION. 16. WHEN NOT SHOWN ON DRAWINGS OR DETAILS, THE NAILING SCHEDULE FOR WOOD FRAMING. ELEMENTS SHALL COMPLY WITH THE IRC TABLE R602.3(1). 17. FLOOR SYSTEMS ARE DESIGNED BY THE TRUSS AND/OR WOOD I- JOIST MANUFACTURER'S DELEGATED ENGINEER AND BE IN CONFORMANCE WITH THE LOADS & DEFLECTIONS IDENTIFIED IN THE DESIGN CRITERIA NOTES SECTION. INSTALL PER MANUFACTURER'S RECOMMENDATIONS, NOTES, AND DETAILS. FLOOR FRAMING CONCEPT LAYOUTS SHOWN WITHIN THE DRAWINGS ARE FOR ILLUSTRATIVE PURPOSES ONLY TO DEPICT FLOOR SYSTEM -TO -WALL CONNECTIONS. O CHANGES TO THE CONCEPTUAL FLOOR LAYOUT SHOWN IS NOT PERMITTED WITHOUT A LETTER AND REVIEW FROM THE ENGINEER OF RECORD. PREFABRICATED WOOD I -JOIST SHALL CONFORM TO ASTM D 5055. JURISDICTION SPECIFIC NOTES: 1. FOR PARTIALLY ENCLOSED AREAS, INCLUDING BUT NOT LIMITED TO LANAIS, PORCHES, AND BALCONIES A 1/2" (MINIMUM) EXTERIOR GRADE SOFFIT BOARD WITH ACEMENTITIOUS 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 MANUFACTURER'S REQUIRMENTS AND ICC-ES EVALUATION REPORT ESR-1495 THE SOFFIT WILL COMPLY WITH R703.1. PRE-ENGINEERED ROOF TRUSS NOTES: 1. ROOF TRUSS SHOWN ON STRUCTURAL DRAWINGS IN CONCEPTUAL ONLY TO ILLUSTRATE TRUSS -TO WALL CONNECTIONS AND DOES NOT SERVE AS A ROOF TRUSS DESIGN. ROOF TRUSSES SHALL BE DESIGNED AND MANUFACTURED IN CONFORMANCE FOR THE INDICATED LOADS WITH ANSI/TPI 1 "NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION." FINAL PRE-ENGINEERED ROOF TRUSS FRAMING LAYOUT AND DESIGNS TO BE BY ROOF MANUFACTURER'S DELEGATED ENGINEER. 2. ROOF TRUSSES SHALL BE DESIGNED FOR THE SUPERIMPOSED LOADS IDENTIFIED IN THE DESIGN CRITERIA NOTES SECTION. 3. THIS PLAN IS DEVELOPED FROM THE REVIEW OF MASTER TRUSS FILES. ANY LOT THAT DEVIATES FROM THE MASTER TRUSS FILE ON REOORD,OR FOR PLANS FIELDSTONE AE IS NOT CONTRACTED TO PERFORM TRUSS REVIEW ON, THE CONTRACTOR IS RESPONSIBLE TO ASSURE THE DIRECT COMPLIANCE OF TRUSS MANUFACTURER LAYOUT TO THESE DRAWINGS & VERIFY ALL TRUSS CONNECTORS ARE SUFFICIENT TO WITHSTAND THE UPLIFT/LATERAL LOADS IMPOSED 4. TRUSS MANUFACTURER SHALL PROVIDE HANGERS AND CONNECTIONS ADEQUATE FOR LOADS AT ALLTRUSS-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-631N 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. MISSING/MISPLACED ANCHOR BOLT: ALTERNATE SILL PLATE ANCHORAGE SOLUTIONS INTO CONCRETE: A 1/2"z6" TITEN HD WITH 1-3/4" MINIMUM EDGE DISTANCE AND 6" MINIMUM END DISTANCE IS A DIRECT 1:1 REPLACEMENT FOR A 1/2" DIAMETER ANCHOR BOLT WITH 7" EMBEDMENT INTO CONCRETE. A 1/2" THREADED ROD SET-3G EPDXY 7" EMBEDMENT WITH 1-3/4" MINIMUM EDGE DISTANCE AND 7-1/2" MINIMUM END DISTANCE IS A DIRECT 1:1 REPLACEMENT FOR A 1/2" DIAMETER ANCHOR BOLT WITH 7" EMBEDMENT INTO CONCRETE. INTO GROUT FILLED MASONRY (GFCMUI: A 1/2".6" TITEN HD WITH 1-3/4" MINIMUM EDGE DISTANCE AND 8" MINIMUM END DISTANCE AT 4'-8" O.C. REPLACES A 1/2" DIAMETER ANCHOR BOLT WITH 7" EMBEDMENT AT 6-0" 0:0.; LIKEWISE A 1/2"x6" 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 4'-0" O.Q. 3. SIMPSON MASA SILL ANCHORS MAY BE USED AS AN ALTERNATE TO THE ANCHOR BOLTS AND SPACING NOTED HERE -IN ACCORDING TO THE FOLLOWING TABLE: BASIC WIND SPEED (MPH) MAXIMUM SPACING <140 6'-0" 140 V-6" 150 1'-3" NOTES: 1. MASA SPACING BASED ON NO MORE THAN ONE IN THREE INSTALLED WITH ONE LEG INSTALLED VERTICALLY ATTACHED TO STUD 4, MISSING/MISPLACED TRUSS STRAP ANCHOR: REFER TO "MISSED TRUSS STRAP REPAIR" DETAIL WITHIN DRAWINGS. FOR MISLOCATED TRUSS ANCHORS WHICH ARE GREATER THAN 1/8" BUT LESS THAN 1-1/2" FROM THE FACE OF THE TRUSS, A SHIM SHALL BE PROVIDED AND NAIL LENGTH INCREASED TO PENETRATE THROUGH BOTH PLYS OF MATERIAL (I.E. 3" LG. NAILS). WHEN GAP IS GREATER THAN 1-1/2", INSTALL NEW ANCHORS. 5, MASONRY WALL OVERHANGING SLAB BLOCK OVERHANG REPAIR < 5/8" NO REPAIR REO'D 5/8" c OVERHANG < 1-1/2" GROUT SOLID BOTTOM 3 COURSES OF AFFECTED WALL LENGTH >1-1/2' CONTACT ENGINEER OF RECORD FOR REPAIR 6. NOTCHED TOP PLATES & STUDS REQUIRING REPAIR AT STUDS: STRUCTURAL REPAIR IS REQUIRED AT STUDS WHEN A STUD IS NOTCHED TO A DEPTH GREATER THAN 25 % OF THE WIDTH IN BEARING WALLS, OR 40% IN NON -LOAD BEARING WALLS; OR WHEN A HOLE IS 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 HOLE/NOTCH SPECIFICATIONS ARE EXCEEDED THEN A STUD SHOE MUST BE INSTALLED. STUD SHOE REPAIRS ARE AS FOLLOWS: FOR 2X STUD USE HSS2-SDS1.5 WITH (12)-1/4"X1-1/2" SIDS SCREWS. FOR MULTI -PLY 2X STUDS USE HSS2"#"-SDS3 WITH (12)-1/4"XT SIDS SCREWS, WHERE "#" CORRESPONDS TO THE NUMBER OF STUDS IN THE MULTI -PLY. AT TOP PLATES: A HOLE, CUT, OR NOTCH THAT IS GREATER THAN 50% OF THE PLATE WIDTH IS REMOVED FOR PIPING (EXCEPT WHEN THE SIDE OF THE WALL WITH THE NOTCH OR CUT IS COVERED BY WOOD STRUCTURAL PANEL SHEATHING), OR THE PLATES ARE CUT THROUGH. THE REQUIRED REPAIR IS A GALVANIZED 16-GAUGE METAL TIE THAT IS AT LEAST 1-1/2" WIDE AND MUST BE FASTENED WITH (8)-16D NAILS ON EACH SIDE OF THE OPENING. 000 Fieldstone C.O.A.# ARCHITECURE: ` AA26002802 .' C.O.E.# ENGINEERING: i No. 29349 0 IBRAHEM ELAYEB, PE _ P.E.# 91476 ■ BENJAMIN NIESE PE i�O '• STATE OF F40RION P.E.# 86025 /�� GX�� 10/30/2024/SS10NA` DATE 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 O Q Y J C3 LC) H © J i� O W J ul N Lu z J LLI Q J p z W U) CC II LLI 1- I- F = CD 2 cD o o� Q -, 1n LL w J 00 a co LU LU O L L DRAWN BY: I FAE VERSION: SA SHEET NAME COVER SHEET SHEET # SO.1-140 CMU COL. CMU COL. — 8" CMU. VERT . - ,j PER PL4N \ PER PLAN e CMU COL. REINF. PERPLAN r 9' STARTER - j'� \ VERT. REINF. SLOPE VERT. REINF. FINISH GRADE �\ PER PLAN 0 PER PLAN 0 0 - -U SEAT 0 C) \\\ / ` PAVERS - -' PER PLAN - VERT REINF. _ PNR PLAN INF. 1, e" CMU.. VERT. COURSE SCOPE a PER PLAN NJ/P� .-._„�. Z 0 } LR ALT CM _ N P" SLOPE EINF PER PLAN 1 1,2" FROM SLOPE GRADE---�—'�- - TOP OF SLAB �^ z FINISH CONCRETE — o'� o Q'I CONCRETE o0 o CONCRETE NG� u' W olio w PAVERS OR SLAB GRADE o'O w o.z FINISH GRADE FOOTING m ¢ �I FOOTING m Q im ¢ p PER SPEC p r.• ....- PER PLAN:_wQ '+ PER PLAN �It c0 PER PLAN _ LO p *,..: G CONCRETE ^m 1 PER PLAN PER PLAN. CONCRETE - f FOOTING- ---->+` MONOLITHIC FIND w/ 'k PER PLAN FOOTING _PER PLAN PER PLAN 'L1 4' a PAVERS fi PER PLAN -�--- PER PLAN 2 STORY (2) #4 CONT. ON CHAIRS (CONCRETE SPEXTTERIOR MASONRY WALL FfG FM, /2623 Fo3c MASONRY CORNER COLUMN M2022 MASONRY COL ON SPREAD FTG. F036 - — - — - 11/o z za/ FGN-033 NOT TO SCALE WGIVI VERT 8" CMU. VERT. - 1 B" CMU, VERT. „ 8" CMU, VERT FEINT UPER PLAN 3/4" RECESS IN SLAB T FEINT. PER PLAN REINF PER PLAN REINF. PER PLAN x I xQ 10 , /2" QPOURED CURB OR CMU BLOCK ¢i 9" CMU STARTER COURSE II, POURED CURB OR 4 - POURED CURE OR �, CMU BLOCK / CMU BLOCK t _ 0'-0 POURED CURB OR CMU BLOCK 0 0 0-0" FINISH GRADE J i \ SLOPE. SLOPE SLOPE SLOPE FINISH GRADE > o',z q'z7779 1'0 y MONOLITHIC FND. w/ 2 3,/4" RECESS IN SLAB J I� 1'-0 - MONOLITHIC FND. w/ (2) 14 MONOLITHIC FND. w/ (2) *1'- @ #4 CONT. ON CHAIRS) xr1 @ #4 CONT. ON CHAIRS MONOLITHIC FIND w! (2) 1 4, 2 STORY 2 STORY #4 CONT ON CHAIRS #4 CONT. ON CHAIRS 2 STORY 2 STORY RECESS w/ SUB RECESS w/ PAVERS SP7RIOR MASONRY WALL @GARAGE „/01 /2023 SGARAGE DOOR RECIESSED SILL 11/01/2023 FMM� 040 FMM-060 Z E WALL & DOOR PER SPEC. DOOR PER SPEC. -\ / a, a SGD PER SPEC. \ � PAVERS PER SPEC. 2. FRAME WALL w/ P T. FTC' ANCHOR BOLTS OR STRAPS. DOOR THRESHOLD DOOR THRESHOLD ¢a Zg 3 GROUT BED - (THICKNESS VARIES) SILL PLATE. PER PLAN SEE GENERAL NOTES, U.N.O. PAVERS PER SPEC STEP PER PLAN 0'-0, �SL=PE 0'-9 SLOPE (THICKNESS VARIES) a 00 ���SLOPE V---- �` ALT-BRICK SLOPE LD THRESHO_—• L—II�IIF �IIz m' LFIF (2)-#4 CONT. ON CHAIRS (3)-#4 AT 2 STORY** tar ENTRY @ CONCRETE fit 14 ENTRY ®PAVERS . _ ", �y��'F SLIDING GLASS DOOR 2 STORY 2 STORY 2 STORY ALT. FLUSH BRICK 2 STORY **#5 ALLOWED ILO #4 F07 EXTERIOR DOOR SILLS THRESHOLD 2/28/2022 S,THIC1190 SLAB @ GARAGE (BEARING) I1/01 i2023 FMG-OTO FMG-090 q WALL & F G ANCHOR BOLTS OR STRAPS 2. FRAME WALL w/ P T. SEE GENERAL NOTES, U.N.O \ SILL PLATE, PER PLAN GONG SLAB PER PLAN L J - � , 1 f (2) #4 CONT. ON CHAIRS** "#5 ALLOWED ILO #4 E)THICIEEIE1 SLAB @ 19. WALL ERRING) 11 /01 /2023 FMG-100 PER PLAN. EXPANSION ANCHOR 4" MIN POST PER PLAN EPDXY ANCHOR: POST BASE, SIZE PER 1 -3/4" MIN CHART U.N.O. PER PLAN FINISH GRADE SLOPE GONG. SLAB M PER PLAN p �ry ro z_ STD. SLAB BEYOND O� FIG & REINF PER PLAN LL POST/FTG LOCATION **#5 ALLOWED ILO #4 BASIC WIND SPEED PER GEN NOTES POST ,-140 MPH >140 MPH SIZE 4x4 ABW44Z ABU44Z 6x6 ABW66Z ASU66Z REFER TO DETAIL FOR MINIMUM EDGE DISTANCES IN ANCHOR TYPE SELECTION - TYPE'ABWPOST BASES USE 1/2"X3-3/4" EXPANSION ANCHOR OR 1 /2" ATR DRILL & EPDXY W1 3' MIN EMBED TYPE ABUPOST BASES USE 1/2"X5-1/2" EXPANSION ANCHOR OR 5/8" ATR DRILL & EPDXY W, 8" MIN EMBED 61OST11G LANAI @ PORCHI„/6,l2923 ••�,- FMG-110 8" CMU, VERT. REINF. PER PLAN / EXTERIOR FINISH (PER ELEV.) GONG SLAB PER PLAN -'- PENETRATING FINISH FLOOR FINISH GRADE PIPE j 0'-0" LOOP TIE AS ° REQUIRED PENETRATING PIPE** ? wd 5 PVC SLEEVE"* - ,� PVC MONOLITHIC SLEEVE** •�- MONOLITHIC SIDE VIEW MONOLITHIC PER PLAN FRONT VIEW MONOLITHIC PER PLAN **VERIFY LOCATION IN FIELD BEARING PENETRATION - CMU j WALL 3l16N 3-3/4" CONCRETE & FTG 2x FRAME WALL wi P.T. SCREWS @ 16" O.C. I'� SILL PLATE, PER PLAN (1)44 CONT. STEP PER PLAN ON CHAIRS U.N.O.** I 1 /� - GONG SLAB PER PLAN f ' **#5 ALLOWED ILO #4 Fos THIII ENED SLAB @ GARAGE (NON BEARING) 11,01/2023 NOT TO SCALE FMG-080 111122021 FMM 130 ALTERNATE TO CORNER SPLICE: PROVIDE STEEL '. CORNER BAR w/ LAP - SPLICE EA. SIDE. SAME REINFBARS BENT AT . E SIZE AS CONT. FTG- STEEL CORNERS TO COMPLY ° _ / I w/ THE INTENT OF THE BUILDING CODE I NUMBER OF CORNER BARS EQUALS NUMBER • °•;�5 OF CONT. BARS a NUMBER OF VERTICAL LAP SPLICE REBAR PER PLAN DOWEL AS 'I�PER PLAN 'K REDO IN PLAN REINFORCEMENT @ FfG. CORNERS 11/01/2023 F12 FGG 120 (1) #4 REINFORGMENT - -y SEE FOUNDATION PLAN _ 9 1�4' \. SEE FOUNDATION PLAN FORM SLAB BAR CONT., TVPI Z� I RECESS w/2x,0@ j� SHOWER LOCATION g, LONGITUDINAL TRANSVERSE a. SCREENED IN SCREENED IN SYSTEM PER MANUF. SYSTEM PER MANUF. (1) #4 CONT. SLOPE - PAVERS PER SPEC. ON CHAIRS** -FINISH GRADE FINISH SLOPE �III -- GRADE I�IIII - _ COMPACTED FILL 1 CONT** d`--A CONC. S AB 8" PAVERS Q CONC. GRADE BEAM PER PLAN SCREENED ENCLOSURES ONLY THICI(:NED SLAB @ SCREENED ENCLOSURES ONLY **#5 ALLOWED TO #4 F11 SLAB EDGE @ SCREENED IN ENCLOSURES „/01/2023 FMG-113 RECESS IN SLAB @ SHOWER 8" Cl VERT. FEINT. PER PLAN FINISH GRADE T z 00 w w¢ CONCRETE ~ — FOOTING PER PLAN PER PLAN _X 2,28/2022 2/28/2022 FMM-260 OHO Fieldstone C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERING: 29349 13 IBRAHEM ELAYEB, PE P.E.# 91476 ■ BENJAMIN NIESE, PE P.E.# 86025 10/30/2024 DATE FGM-032 \\\`jxjIIIIIIII // //z It No. 86 QSTATE OF � �� •••F�ORIOP;•'• ��� ci \� "///is'fONAI. Michigan 3400 Auburn Rd Suite 200 Auburn Hills, MI 48326 + 1 248.622.4035 Florida 12906 Tampa Oaks Blvd. Suite 150 Tampa, FL 33637 +1 813.466.3310 www.fieldstoneae.com 0 CD Y J m 'd- Lf) _ Z H J O '- w UJ v Z LID Q M V W W 2 z U) i) U w ~ = 0 CC < 0 a aCr Q JO cf) O i 2 co� ro LU LU O L DRAWN BY: FAE VERSION: 5.0 SHEET NAME FOUNDATION DETAILS SHEET # S 1.0 r 40 0" 12'-0' 28'-0" 6-01/4" T-10" T-10" 2-83/4" VERIFY MO VERIFY MO VERIFY MO VERIFY MO 24"X24"X12" CONC. o ■ FTG. W/ #4 BARS = @ 12" O.C. EA. WAY PoI L SID ■ FI1 � a Rh fd1 __ SID 81d SCREEN -2" T-10" 3'-8" 2'-4" ■ VERIFY MO VERIFY T lei In MO wj Sid 81D ■ ■ ■ ■ ■ • 1 SID ■ ■ 19'-2" ■ R! SID --- VARIES? T-8" • 1'-10" 4'-0" 1'F—r Sld SID ■ ■VERIFY ■ ■ IDI J o wN I VERIFY MO Slk -- ■ - Wl - 24"x24"x12' CONC FTG w/ #4 REBAR @ 12" O.C. EA WAY .81 lei lei VERIFYMO VERIFY MO 3'-1"' 3'-10" 24" 7'- t2�_4�� 84` '-4- 19' 4„ I, 40'-0". FOUNDATION PLAN - ELEV. IIIII SCALE 14'=1'-0" 1. 3 112 CONCRETE SLAB ON GRADE OVER VAPOR. BARRIER 2. REFERENCE FINISHED FLOOR ELEVATION = 0'-0" 3. REFER TO DWG S0.1 FOR GENERAL STRUCTURAL NOTES ``11111I�I��''' 000 Fieldstone ,p►M1 C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERING: , No. 29349 O IBRAHEM ELAYEB, PE P.E.# 91476 ■ BENJAMIN NIESE, PE %�0 STATE OF P.E.# 86025 FLORIDP:. 1024 O:VAI. DATE Michigan 3400 Auburn Rd Suite 200 Auburn Hills, MI 4832, +1 248.622.4035 Florida 12906 Tampa Oaks BI' Suite 150 Tampa, FL 33637 +1 813.466.3310 www. fieldstoneae. com +n — J d N W a Z co J M W ♦I� C U O U W = w CS IM o Q O U � to J �O2 nd N r— L- VERSION: 5.0 SHEET NAME FOUNDATION PLAN - SLAB FIRST FLOOR WALL/HEADER PLAN - ELEV. IT' SCALE: 1/4"=1'-0" NOTES: 1. REFER TO DWG S0.1 FOR GENERAL STRUCTURAL NOTES LINMAND BOND BEAM LEGEND 1. BOND BEAM IS TO BE B" KNOCK OUT BLOCK WITH #5 BAR GROUTED SOLID, CONTINUOUS AROUND PERIMETER OF STRUCTURE 2. MINIMUM 4" NOMINAL BEARING PER END @ LINTELS OR. AS REQUIRED BY MANUF. 3. LINTELS WITH A CLEAR SPAN LONGER THAN 12'-4" SHALL BE PRESTRESSED. 4. BOND BEAM ELEV = 9-4" U.N.O. 5. GARAGE DOOR LINTEL HEIGHT MAY HAVE A TOLERANCE OF +/- 4" FOR ALL LINTELS 28" OR GREATER TYPE DESIGNATION T F = FILLED WITH GROUT / U = UNFILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1 B/1 T QUANTITY OF#5 REBAR AT TOP NOMINAL HEIGHT NOMINAL WIDTH #5. REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR ti Z r CMU U O GROUT p' �_ i _ #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING 7-48 �ACTUAL PROVIDED IN LINTEL (VARIES) " 8" NOMINAL HEIGHT Michigan 3400 Auburn Rd Suite 200 Auburn Hills, MI 48326 +1 248.622.4035 Florida 12906 Tampa Oaks Blvd. Suite 150 Tampa, FL 33637 +1 813.466.3310 www.fieldstoneae.com CD O Y J m z 0 J ~ w W z Cl)')c J Q V W J 0 Z CI) U) U W L ~ = Q D� o m ° 1:) 0 Q _J (n LL �> ma �N F- III ORD Fieldstone �pM1 L C.O.A.# ARCHITECURE: C� ��i' �', � DRAWN BY: FAE AA26002802 C.O.E.# ENGINEERING: 860 / VERSION: 5.0 29349 SHEET NAME 13 IBRAHEM ELAYEB, PE =,� _ C - WALL/HEADER P.E.# 91476 '. ; 4V. PLAN ■ BENJAMIN NIESE, PE i 0 STATE OF P.E.#86025 �ir�� '•�ALORIOP'. ��; SHEET# 10DATE 24 ONA1. \e �S2.1 I 0 ((2) HETA16 W/ 1121 1 fi0. — @ SINGLE PLY: SCAB PER R14/S4.1 A L_ I rc si �W) I �J I 8 f ROOF GIRDER PER MANUF. ,,. (2)HETA16 W/ (12)16D. y`• ICI C. SINGLE PLY: SCAB -- — ' PER R14/S4.1.1 I - rq I i I ROOF GIRDER PER MANUF. ra — 1 31.1 FM w i IDl IN .1 (2)HETA16 W/ (12)16D_ @ SINGLE PLY: SCAR PER R14/S4.1, MGT W/ 122)0.14S X1 1,2" & 5/8" ATE DRILLED & EPDXIED TO CMU WALL W/ MIN. 12'EMBED TRUSS NOTES UNLESS OTHERWISE NOTED ON PLANS: 1. ALL TRUSS STRAPS TO MASONRY ARE TO BE META16. 2, ALL TRUSS STRAPS TO WOOD TO BE SIMPSON H10A. WHEN INSTALLED ON EXTERIOR WALLS SHALL BE CONNECTED THROUGH EXTERIOR SHEATHING. (2) H2.5A TO BE USED TO MULTI -PLY TRUSS, (1) EACH SIDE w/8d NAILS MIN, SIMPSON H25A MAY BE USED ON JACK TRUSSES ON THE EXTERIOR OF THE WALL w/8d MIN. 3. ILO TYR METAL TRUSS CONNECTORS, FRAME SCREWS MAY BE USED AT CONTRACTOR OPTION PER THE FOLLOWING'. A) TRUSS TO TOP PLATE TO BE (2) SIMPSON SDWC15600 B) MULTI -PLY TRUSS REQUIRE (2) SDWC15600 AT EA. PLY C) (1) SDWC15600 SCREW FROM TOP PLATES TO JACK TRUSSES 4- FOR DBL TWIST STRAP TRUSS CONNECTIONS(LTS/MTS/HTS) REFER TO DETAIL R60 FOR INSTALLATION CONFIGURATIONS. DISCLAIMER FOR PLANS FIELDSTONE AE IS NOT CONTRACTED TO PERFORM TRUSS REVIEW ON, THE CONTRACTOR IS RESPONSIBLE TO ASSURE THE DIRECT COMPLIANCE OF TRUSS MANUFACTURER LAYOUT TO THESE DRAWINGS & VERIFY ALL TRUSS CONNECTORS ARE SUFFICIENT TO WITHSTAND THE UPLIFT/LATERAL LOADS IMPOSED. IF ANY TRUSS CONNECTOR SHOWN IN THESE DRAWINGS CAPACITY HAS BEEN EXCEEDED, THE TRUSS MANUFACTURER SHALL NOTIFY THE ENGINEER OF RECORD IMMEDIATELY `%X�1II11/' OHO Fieldstone �\\\"3I MT i C.O.A.# ARCHITECURE: : ,lP '••S ROOF FRAMING PLAN ELEV. "I" AA26002802 SCALE: 1/4'=1-0N C.O.E.# ENGINEERING: o. 86 NOTES: _ 1. REFER TO DWG SO FOR GENERAL STRUCTURAL NOTES 29349 2. REFER TO DETAILS ON DWG S4.1 FOR ROOF SHEATHING REQUIREMENTS p IBRAHEM ELAYEB, PE P.E.# 91476 ■ BENJAMIN NIESE PE %AO STATE OF P.E.# 86025 �i�� ' FLORIV • 0��� 10/30/2024 //SS�01M. DATE P 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 Ln — O J LD F_ W N w� z J _R V W Q z Cr U) Ir U � W r = CS 0 Q Q Q J rn LL (n J o= �} x �N 0 P P L - DRAWN BY: FAE VERSION: 5 0 SHEET NAME P ROOF FRAMING PLAN SHEET # S3.1 1 r STRUCTURAL SHEATHING. SEE PLAN AND I DETAI US FOR ATTACHMENT PRE-ENGINEERED 1112" WOOD TRUSSES AT 24" O.C. MAX. DR- 2x RIBBON BOARD Zx• BLOCKING AT ATTACHE D TO TRUSS SHEATHING EDGES W/ (3) W/ (3) 1Od NAILS, 24" 8d NAILS INTO TRUSS O.C. CENTER MAX. CONTINUOUS SPACING STRUCTURAL SHEATHING CONTINUOUSSTRUCTURAL NAIL PER TYPICAL SHEATHING NAIL PER SHEATHING DETAIL TYPICAL SHEATHING DETAIL TYPICAL TRUSS TYPICAL TRUSS ANCHOR PER PLAN DETAIL AT TRUSS HEEL> 9 1/4" ANCHOR PER PLAN NOTE: REFER TO ARCHITECTURAL DRAWINGS ANWOR TRUSS MANUFACTURER DRAWINGS FOR SPECIFIC TRUSS PROFILE INFORMATION (e. HEEL HEIGHTS, SLOPE, OVERHANGS) STRUCTURAL SHEATHING, SEE PLAN AND DETAILS FOR ATTACHMENT PRE-ENGINEERED WOOD TRUSSES AT 24" O.C. MAX. TRUSS ANCHOR PER PLAN mFASCIA, (SEE ARCH DWGS) N BOND BEAM PER PLAN DETAIL AT TYPICAL TRUSS w/ HEEL < 9 1/4" �1 ROOF TRUSS ON MASONRY „/D,12 123 ROl NOT TO SCALE RWM-010 2X4 BLOCKING AT 2'-0" STRUCTURAL SHEATHING, O-C- W/ (2) 12d TOENAILS (SEE PLAN FOR EA.END TO TRUSS ATTACHMENT) PRE-ENGINEERED BOND BEAM PER TRUSSES AT 24" O.C. PLAN AND SCHEDULE SHEATHING PER PLAN 8"CMU WALL, SEE META,6 AT BLOCKING PLAN FOR VERT. RENT. eon WALL BRACING @ NON'BRG. EXT. WALL (NONSHEAR) 111011 /2023 RWM-070 STRUCTURAL SHEATHING PER PLAN PRE-ENGINEERED TRUSSES AT 24" O.C. TRUSS STRAP PER PLAN EXTERIOR INTERIOR I' 8" CMU WALL. SHEATHING PER PLAN m SEE PLAN FOR VERT. REINF. ��BRACING @ PERPENDICULAR BRG. WALL (NONSHEM) 11 /01/2023 �J RWM-080 Q 2 2 3 2 3 111OGE O GABLE 2 END a 2 .NOTE STRUCTURAL SHEATHING TRUSS ATTAQ98lr. VALLEY SET REFER TO ARCHITECTURALORAWINGS ALL TRUSS ENDS ARE TO BE SECURED TO THE EXT- WALL TRUSSES @ 24" O-C. ANOIOR TflU55 MANUFACTURER SEE PLAN AND DETAILS BELOW USING ONE OF THE BELOW METHODS. ONE FULL VALLEY SET DRAWINGS FOR SPECIFIC TRUSS FOR ATTACHMENT OPTION MUST BE USED FOR CONTINUOUS LOAD PATH' 22 112' MIN. 9" LONG 20 TRUSSES @ PROFILE INFORMATION. (-.HEEL HEEL a. INSTALL TYPICAL TRUSS CONNECTOR THROUGH EXT. 3 OPTIMAL GA. FLAT STRAP 24" O.C. HEIGHTS, SLOPE, OVERHANGS) PRE-ENGINEERED SHEATHING INTO DOUBLE TOP PLATES. EXT. 30" MAX. TRUSS OR WOOD TRUSSES SHEATHING IS CONTINUOUS AND WILLTRANSFER RAFTER w/ (8)16d SHEATHING AT 24" O.C. MAX. COMBINED SHEAR & UPLIFT. SDWC156GO SHEATHING PER PLAN b. INSTALL TYPICAL TRUSS CONNECTOR FROM TRUSS TO PER PLAN - OR - TOP PLATE ON INSIDE OF THE WALL ADDITIONALLY m M INSTALL LTS12 TOP PLATE -TO STUD CONNECTORS C. EA 2x BLOCKING AT 2x RIBBON BOARD STUD. EXT. SHEATHING IS CONTINUOUS AND WILL OVERHANG OVERHANG SHEATHING EDGES wl (3) 8d ATTACHED TO TRUSS wl TRANSFER COMBINED SHEAR &UPLIFT. PER PLAN PER PLAN 2X4 BLOCKING NAILS INTO TRUSS (3)10d NAILS, 24"O.C. c- INSTALL TYPICAL TRUSS SCREWS FROM TRUSS TO TOP 1/2"-13/4" UNDERTRUSS CONTINUOUS STRUCTURAL CENTER MAX. SPACING PLATE EXT SHEATHING IS CONTINUOUS AND WILL ENDS. NAIL TRANSFER COMBINED SHEAR & UPLIFT, SINGLE SDWC: CONFIGURATION A SINGLE SOWC: CONFIGURATION B TRUSS CHORDS SHEATHING NAIL PER CONTINUOUS STRUCTURAL T S S C SCREW TYPICAL SHEATHING DETAIL SHEATHING NAIL PER (TRUSS OFFSET FROM STUD) (TRUSS ALIGNED WITH STUD) wJ (3) 10d EA. TRUSS SCREW TYPICAL SHEATHING DETAIL INSTALL THROUGH TOP PLATE INSTALL THROUGH TOP PLATE END. TO EVERY FRAMING PER PLAN I- FRAMING 4°-,4'1[" 4`-,4` INTO TRUSS/RAFTER INTO TRUSS/RAFTER OR TRUSS BELOW DETAIL AT TRUSS HEEL 91/4" PER PLAN II II OR STRUCTURAL SHEATHING, \ / SEE PLAN AND DETAILS FOR TRUSS ER RAFTER TRUSS OR RAFTER TRUSS OR RAFTER ATTACHMENT 3/4„ PRE-ENGINEERED WOOD +/- 114" (2) SDWC15600 (2) SDWC15600 (2) SDWC15600 VALLEY TRUSSES T 24" O.C: TRUSSES AT 24" O.C. MAX. TRUSS ANCHOR PER PLAN m m m 9 T ® SHEATHING FRAMING PER PLAN g" OVERHANG OVERHANG OVERHANG PER PLAN FASCIA, (SEE ARCH DWGS) CONTINUOUS STRUCTURAL +/- 1/4" PER PLAN PER PLAN PER PLAN - - - - - - - - - - - - SHEATHING NAIL PER 3/4"-1 1/4' 3/4"-1 1/4" 1/2'-1" 1l2'-," 1/2"-7/8" 1/2' 716" 2X4 PURUN @ EA. VALLEY TYPICAL SHEATHING DETAIL TRUSS, NAILTO COMMON 3/4" DOUBLE SDWC: DOUBLE SDWC: CONFIGURATION B DOUBLE 3DWC: CONFIGURATION D TRUSS W/ (3) 16d GUN NAILS DETAIL AT TYPICAL TRUSS W/ HEEL 1 91/4" 20` 2 " 0--25' CONFNGURATIONA (TRUSS OFFSET FROM STUD) INSTALLED THROUGH ` �- 1/4 � (TRUSS ALIGNED WITH STUD) INSTALL THROUGH TOP PLATE INTO TRUSS/RAFTER INTO TOP PLATE BOTTOM CHORD OF VALLEY 221/2' 221/2 INSTALL THROUGH TOP TRUSS/RAFTER TRUSS NAILED TO PURLIN W/ OPTIMAL OPTIMAL PLATE INTO TRUSS/RAFTER tOd GUN NAIL@ B' O.C. m m PROOF TRUSS ON FRAMING „ro,/2323 _1TRUSSIRAFTER TO DOUBLE TOP PLATE SCREW CONNECTIONS 11/01/2023 TRUSS VALLEY SET OVER FRAME 11/01 /2D23 ( nvc / ,,... ..wm. nv.T ,.,. ..��„s nvv ..,. .. K,« �J RWW-020 RWW-030 NOT TO SCALE RWG-060 CONTINUOUS CONT. 2X4 (MIN) w/ STRUCTURAL STRUCTURAL STRUCTURAL (2) 10d NAILS SHEATHING PER PLAN SHEATHING PER PLAN TYP TRUSS 2X4 LADDER FRAMING AT 24" 2X4 BLOCKING AT DIAGONALS ONLY. ATTACH AT EA. END W SHEATHING, SEE CONNECTOR O.C. REO'D AT OVERHANGS (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING AT 6" O.C. CONT. 2X4 w/ (2) PER PLAN w/ MIN. 8d NAILS. BLOCK4 BAYS BACK FROM GABLE TRUSS. PLAN FOR GREATER THAN 12", ATTACH TO 2X4 OUTRIGGER AT 24" O.C. HAN AT 12tl NAILS TRUSS TOP CHORD w/ 2 T6d WHEN SECOND BRACE IS REQUIRED, ATTACHMENT OVERHANGS GREATER THAN IS". () 10d TOENAILS @ ATTACH TO GABLE DROPPED TOP CHORD OUTRIGGER TO NAILS AT 24" O.C. NAIL TO OPPOSITE SIDE OF BLOCKING. (2) A35 @ EA. 6" O.C. TRUSS HORIZONTAL BRACE, W/ TYP TRUSS CONNECTOR PER PLAN TRUSS w/ (3)10d SEE REQUIRED TOP PLATETE TOENAILS BRACING PER TRUSS STRUCTURAL 1, AT VERTICALS 3'-6" TO 6'-6" USE ONE 2X4 "L" BACK. ONE EA. SIDE STRUCTURAL MANUFACTURER SHEATHING WALL FRAMING ALONG TOP PLATE SHEATHING PER PLAN DROPPED TOP GABLE w/ OUTRIGGERS PER PLAN 2. AT VERTICALS OVER 6'-6" TO &I" USE (2) 2X4'L" BACKS (1 PER PLAN REOD AT 170 MPH OR GREATER �` ,' EA. SIDE) (OR FRAME PER CASE 3 BELOW), WOOD 2X4 BLOCKING @ CONT. 2X4 (MIN-) w/ 'W), EDGE NAILING SHEATHING EDGE (2) 10d NAILS x 3, AT VERTICALS. OVER 8'-4" TO la 0" USE ONE 2X4 "L" BACK wl (2) 1 Dd @ EA. ALT. OUTLOOKER FRAMING IN LIEU OF BLOCKING AND AND A ADDITIONAL DIAGONAL BRACE IS REQUIRED IS THE END TO ADJACENT 2X4 LADDER FRAMING AT (REQ'D AT 170MPH OR GREATER) � I EDGE NAILING SHOWN PEAK AND TA EVERY OTHER VERTICAL MEMBER IN THIS TRUSS WEB 24" O.C. REQ'D AT BLOCKING AS REQUIRED WITHIN THE GABLE,. U IS 3 RANGE. ATTACH THE DIAGONAL AT MID. HEIGHT AND TO THE ACCEPTABLE IN USE CH BOTTOM OVERHANGS UP TO , 5". FOR BRACING BY TRUSS CONT. 2X4 w/ (2) 12d NAILS BLOCKING BELOW THE ROOF SHEATHING wl (5) 12d's AT EA. CHORD NAILING HOOD l (TRUSS TOP MANUFACTURER. PERMANENTTRUSB "EDGE NAIL SPACING TO AS SHOWN) CHORD w/ (2) 16tl NAILS STRUCTURAL SHEATHING SEE PLAN FOR END. IN ADDITION TO THE SECOND DIAGONAL, A BOTTOM CHORD OF TRUSS e,(, /, BRACING PER TRUSS STRONGBACK IS ALSO REQUIRED AT THESE VERTICALS AND AT 16" O.C. ATTACHMENT OF TO TRANSFER LOAD. MANUFACTURER o) 10'-0" PRE-ENGINEERED WOOD MUST BE ATTACHED TO EA. "L" BACK WITH (2) 12d's AND ONE 2X4 BLOCKING. SEE LNG PER C / �° GABLE TRUSS w/ ALL STRUCTURAL TOE -NAIL J SHEATHING EDGE w/ VERTICAL WEBS AS BRACING PER TRUSS MAX. SPACING. TRUSSES AT 2'-0" O.C. MAX. SIMPSON HIS OR ONE LISP RT5 CONNECTOR. EDGE NAILING 1 (2) 10d @ EA. END MANUFACTURER (1) ADDITIONAL FLAT 2X4 SHEATHING. NOTED IN THE FASCIA SIDE NAIL ALL "L" BACKS AND STRONGBACKS w/ 12d's AT B" TO ADJACENT STUD e. BSGI REO'MTS WITH BLOCKING SHEATHING FRAMING SHEET A -A A -A (I. ) (SEE ARCH. DWG.) 2x EC KIN O.C. NOTCH "L" BACKS AT TOP AND BOTTOM. EXTENDING A MIN. D (3) SRLICED SHEATHING TRUSS NOTES I BLOCKING TRUSS BAYS PLACED BETWEEN PERMANENT PRE-ENGINEERED WOOD (3) 1 Od NAILS @ (3) 10d NAILS @ _ { TRUBS BRACING TRUSS ANCHOR TRUSSES AT 7-0" O.C. MAX. EA. TRUSS CHORD EA. TRUSS CHORD (RESULTING IN 5'-0" MAX. PER PLAN NAIL BOTTOM CHORD PROVIDE 2X8 PT PLATE w/ 1/2" DIA. x 10" OVERALL BRACING OF GABLE TRUSS wl ANCHOR BOLTS @ 4'-0" O.C. MAX W 3'k3" ) CMU WALL PER PLAN FASCIA (SEE ARCH. 12d's AT 4" O.C. PIT. WASHERS AND T' EMBED. NOTCH HORIZONTAL 2x DRAWINGS) A35 J A35 MASONRY HORIZONTAL 2x BLOCKING OVER PLATE. BLOCKING BETWEEN SHEATHING PER PLAN TRUSS ANCHOR MASONRY WALL, BOND BEAM. UNTEL BEAM, FIRST 3 BAYS OF PER PLAN SEE PLAN FOR OR RAKED BEAM PER PLAN. FOR RAKED FRAMING TO A -A IWOOD) AA D+IASONRY) ATTACHMENT OF ALL BEAM @ VAULTED CONDITION, SEE PLAN PERMANENT BRACING STRUCTURAL SHEATHING. FRAMING PER PLAN AND DETAIL wl 10d @ 4" O.C. PARTIAL WOOD BEARING &GA�BLEND TRUSS BRACING DETNL „/01/2338DRLjffCl HIP TRUSS BRACING DETAIL @OSTON HIP) 11/01/2023 ".w...• _.. wFIX; 0 RWM-100 2 2 �1 8 2 ADGE I O 2 Q \ 9 � 3 GABLE GABLE (ROOFK02:1270 d17N (ROOF P11CH 7:1270121P) HIP RDOF*BTH C NUS ROOF FASENINGARES MM"A'•4FEET NALLGISES 1 1 2 3 KI SFNN(NALB: 1EK TEDP RWG(I OR 0.,31'x2-1ft MIm RWA]DD OR 03B) )Q.MHEAD Olk PAEL®(f N ILINIi 194 B'O.C. raa B'O.c. PM�FELDN UNGIF;Q C0.c. B'QC. ro.C. FOR BASIC WNgWO170 MPH OR GREATER BN& RNSIWL BE 4O.C, ALL IDLES 1NDIES: 1. WOOD SIAl1CR1AAL PANES USMAS ROOF SWATHING SIWLBE ROOF FRVM kill E1100F SHEATHING ATTACHMENT DIAGRAM NOT TO SCALE 11/01/P023 RWG-112 (8) tOd NAILS EA. STRAP ENGINEERED WOOD ROOF TRUSS AT 24" O.C. MAX. WHEN QUANTITY OF MISSED TRUSS STRAPS MISSED EXCEEDS (5) CONSECUTIVE LOCATIONS, INSTALL HOAM10KTA W (4)-1/4"x2-3/4" MASONRY ,>Q SCREWS TO TOP OF WALL& ' (4)A/4'X1-1/2'SDS SCREWS. TO TRUSS TO AFFECTED MISSED TRUSSES TYPICAL CMU WALL (1) SIMPSON HTSM16 (OR APPROVED EQUAL)AT EA. MISSED LOCATION (4) 114"0 x 2 1/4" MASONRYSCREWS AT EA. STRAP CONDTONS OF USE: 1. UPLIFT VALUE FOR TRUSS LOCATION DOES NOT EXCEED 1,110 lbs. UPUFT. 2. NOT ACCEPTABLE ON MULTI -PLY TRUSS APPLICATIONS, IF FIELD CONDITIONS EXCEED CONDITIONS OF USE, CONTACT ENGINEER OR ARCHITECT OF RECORD FOR APPROPRIATE SOLUTION, R13 MISSED TRUSS STRAP REPAIR uD,U2o23 NOT TO SCALE RWM-130 ORO Fieldstone C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERING 29349 IBRAHEM ELAYEB, PE P.E.# 91476 ■ BENJAMIN NIESE, PE P.E.# 86025 10/30/2024 DATE �y No. 8 7C 7C 0STATE OF (/All, � �40RIDP' •' ?� ONAL 4 Fz ovE a n nEvaSa o 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 O O Y J 00 It LO 0 J LU 4 z M r J 1 J Q u-1 _J In Z 0 � Ii U F F— _ C7 D 3 CE (7 CDr- ID ¢ OJ TT) LL J �_ } S a LU N 0 Ir F_ L DRAWN BY: I FAE VERSION: 5.0 SHEET NAME DETAILS - ROOF SHEET # S4.1 --. .1•: I - - - -- 2X6 SP #2 SCABS (SIDE -BY -SIDE) ATTACHED TO TRUSS WITH (3) 1 OD'S @ TOP AND BOTTOM. SCABS REQUIRED FOR FULL CONNECTION NAILING. FASCIA (SEE ARCH. DWG.) l r PRE-ENG. TRUSS PER PRE-ENG. TRUSS MANUF. MANUF. STRAP PER PLAN, ONE EA SIDE OF TOP PLATES, PRE-ENG. TRUSS PER MANUF. WRAP AROUND TOP STRAPPER PLAN PLATES. (2) 2,TOP PLATE (2) 2X -TOP PLATE STRAP PER PLAN SIMPSON SPH STUD PLATE FULL HEIGHT STUD (2) 2x - TOP PLATE TIE w/ (12).0.148"x1-1 /2" COL. PER PLAN, NAILS, SIZE TO MATCH STUD EXCEPT MIN. COL, FULL HEIGHT STUDS PER PLAN '' SIZE. ONE EA PLY OF PLY COUNT TO COLUMN PER PLAN. MATCH TRUSS PLY I.L.O. FULL HEIGHT STUD' ALT 48" LONG COUNT +1 2WERTICAL SCAB MATCHING COL. NOTE: ENSURE NAILING IS NOT FULL HEIGHT STUDS PER ONE STRAP EA SSE OF DEPTH wl(2) ROWS OF 16d NAILS @ 6" INSTALLED IN AREAS WHERE PLAN. WALLDWECT TO STUD O.C. STAGGER ROWS 3" STRAPPING IS OVERLAPPING BOTH STRAPS ON ONE STRAP EA SSE OF WALL KTERIOR SSE OF WALL WRAPPED TO PLATE NOTE: REFERENCE TO FULL HEIGHT STUD COLUMNS IN THIS DETAIL MAY BE SUBSTITUTED BY PSL COLUMN PER PLAN AS REO'D WHILE MAINTAINING STRAP INSTALLATION CONFIGURATIONS, ADDITIONAL STUD OR SCAB MAY BE REQ'D FOR PROPER STRAP ATTACHMENT PER DETAIL INTENT. R1 TYPICAL GIRDER TRUSS TWIST STRAP INSTALLATION 03/27/2023 JNOT TO SCALE RW W-601 CONT. 2X4 w/ (2) TYP TRUSS 12d NAILS CONNECTOR PER PLAN STRUCTURAL SHEATHING PER PLAN SEE REQUIRED ALT. OUTLOOKER FRAMING. " BRACING PER TRUSS (REO'D AT 170MPH OR GREATER) MANUFACTURER STRUCTURAL CENT_ 2x FASCIA PER SHEATHING PER PLAN - _ ARCHS w/ (2) 12d NAILS PRE-ENGINEERED WOOD TRUSSES AT 2'-0' O.C. MAX. 2x BLOCKING TOENAILED, 3 TRUSS BAYS BACK FROM GABLE END - STRUCTURAL 2X4 BRA23 CE - o SHEATHING PER PLAN H2.5A @ EA. OVER FRAMED TRUSS 2X4 BLOCKING SHEATHING PER PLAN BETWEEN TRUSSES MASONRY TRUSS ANCHOR = 80{4p 1"S�VrmE®RIBS!® 8" CMU WALL OR LINTEL, SEE E EA. END PLAN FOR REINFORCEMENT H25A @ EA. TRUSS TIE PER PLAN OVERFAMED TRUSS Emm EDGE NAILING / PER PLAN = SHEATHING, SEE PLAN - FRAMING PER PLAN WOOD = FORATTACHMENT OVERFWED GABLE END DETAIL MOD (11/30/2023) R2oa RWG-202(PB-449) 1. 2X BLOCKING TOENAILED. THREE TRUSS BAYS BACK FROM GABLE END 2X4 PURUN @ STRUCTURAL SHEATHING EA VALLEY PER PLAN TRUSS. NAIL TO BOTTOM CORDOFVALLET COMMON TRUSS NAILED TRUSS W/ (3) 116d TO PURLIN w/ 10d GUN NAIL NAILS @ 8" O.C. CONT. 2x FASCIA PER ARCHS w/ (2) 12d NAILS HI @ 6-0" O.C. MAX. PRE - ENGINEERED WOOD TRUSSES AT 2 0" O.C. MAX CONTINUOUS SHEATHING EDGE 2x4 NAILING BRACE PER PLAN H10A@EA END (2)SDWC15600 HANGER OF VALLEY SCREWS FROM PER TRUSS & 10' - 0" TOP PLATES TO WOOD MANUF, 2X4 O.C. MAX TRUSS @ 16" FRAMING O.C., (1) EA PLY. PER SHEATHING PLAN PER PLAN TYPkGABLE END DETAIL (MOD)11/30/2023 R20C RWG-203 (RB-449) O@O Fieldstone C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERING: 29349 O IBRAHEM ELAYEB, PE P.E.# 91476 ■ BENJAMIN NIESE, PE P.E.# 86025 10/30/2024 DATE - dm emE O- o 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 i 1 O O Y J m LO z H Q O J L uJ Z Ln t`7 c0 Q Ed Z PC in ICE U W ~ F F = LD uj (7 Q a co Q a Q1 LL U) J (o 0D a co UJ N O F_ DRAWN BY: I FAE No.8 EVERSION: _ —_ SHEET NAME %p — a— R �__ DETAILS - 41 STATE OF 4 ROOF P1-ORIDP'. ��; SHEET# NAL �� . S4.1.1 `E? 0 IP EXTERIOR WALL SHEATHING SHEATHING NAIL PANEL EDGE FIELD BLOCKING REQUIRED (MIN.) SIZE NAILING SPACING REQUIRED 7/161,8d SHEATHING 3" O.C. 12" O.C. ALL EDGES PANEL EDGE NAILING NOTE: PROVIDE BLOCKING AT ALL SHEATHING EDGES S STRUCTURAL • SHEATHING SINGLE NAIL EDGE SPACING N 1/2 S Iti DOUBLE NAIL EDGE SPACING STUD SPACING 2X4 BLOCKING PER PLAN SHEATHING SPLICE - SAME NAILING J THICKNESS AND STRENGTH AXIS PER PLAN ORIENTATION AS WALL SHEATHING EXTERIOR WALL SHEATHING SHEATHING NAIL PANEL EDGE FIELD BLOCKING REQUIRED (MIN.) SIZE NAILING SPACING REQUIRED 7/16" SHEATHING 8d 3" O.C. 12" O.C. ALL EDGES ' S STRUCTURAL SHEATHING 3/8 FIELD NAILING, TYP. SINGLE NAIL EDGE SPACING PANELEDGE NAILING INT. FINISH WOOD BUCK ATTACHMENT' 1x CUSTOM P.T. BUCK TO IxWOOD MASONRY 1x P.T. BUCK MATCH FRAME WIDTH, ATTACH W/'T' NAILS @ 4" ATTACH FROM ENDS AND 12" O.C. WINDOW PER REMAINDER. ATTACH " FLORIDA WINDOW THRU BUCK INTO PRODUCT MASONRY PER FLORIDA PRODUCT. APPROVAL cA�c,L FINISHNPER ELEVATION ALTERNATE: 'LI OR GREATER BUCK TO EXTERIOR CMU WALL MASONRY BUILT-UP THICKNESS < 2 1/4" = 1/41x4" MASONRY SCREWS @ 4" FROM ENDS GARAGE DOOR AND AND 12" O.C. REMAINDER. TRACK, INSTALLED PER w/11/4"EMBEDMENT MANUFACTURERS SPECIFICATIONS. �ITYPICALWINDOWATTACHMEMDETAIL 12/17/2021 �/ N�TfS- WGM-140 WOOD BUCK ATTACHMENT: INT. FINISH aI. OR GREATER BUCKTO MASONRY 1x WOOD BUILT-UP THICKNESS < 2 1/4" = 1/4"x4" 2x P.T. BUCK MASONRY SCREWS @ 4" FROM ENDS AND 12" O.C. REMAINDER W/ 1 1/4" ATTACH DOOR PER EMBEDMENT FLORIDA PRODUCT _ APPROVAL •., �. .. ALTERNATE: tx CUSTOM Pi BUCK TO MASONRY MATCH FRAME WIDTH, ATTACH w/ ` BRICK NAILS @.4" FROM ENDS AND 12" O.C. MOLD REMAINDER. ATTACH DOOR THRU FINISH PER BUCK INTO MASONRY PER FLORIDA ELEVATION PRODUCT APPROVAL ��TYPICAL SHEATHING DETAIL vo1/2o23 GABLE END SHEATHING DETAIL uo,/2623 TYPICAL DOOR ATTACHMENT DETAIL rov2oz3 YYVI s,. n.",*,,. YYVG svi. e w-M YY IJ ». ri.x„< NOT TO SCALE WGW-010 NOT TO SCALE WGG-020 WGM-150 T.O. BOND BEAM PER PLAN 0'-0" #5 REBAR, CONT IN BOND BEAM BOND BEAM PER PLAN #5 REBAR HOOKED DOWEL #5 REBAR VERTICAL IN SOLID FILLED CELLS, (SEE PLAN) #5 REBAR HOOKED DOWEL 3" x 5" CLEAN OUT AT ALL FILLED CELLS SEE FOUNDATION PLAN AND DETAILS FOR FOOTING REINFORCING. COMMON WALL, (TYP.) 8 x 8 x 16 CMU WEAVE BLOCK COURSES EVERY OTHER BLOCK (TYP.) @ EVERY BLOCK TEE INTERSECTION REBAR PER PLAN ATYPICAL CMU INTERSECTION DE RIL 11/01/2023 - WGM¶182 ROUGH OPENING � BELOW PRECAST LINTELS FILLED WITH GROUT MITER LINTELS BY FIELD CUTTING #5 REBAR IN VERTICAL \ GROUT FILLED CELL 11 #5 CORNER DOWELS INSIDE Z7 AND OUTSIDE OF VERTICAL 2 #S BAR AS SHOWN SW19 TYPICAL REINFORCED FILLED CELL DETAIL 11/01/2023 S90 DEG, CRNR DETAIL w/ COLUMN BEL 2/28/2022 NOT TO SCALE WGM-, 90 WGM-250 INTERIOR STRUCTURAL SHEATHING, REFER TO R11/S4.1 FOR NAILING & OTHER REQUIREMENTS INSULATION AS PER SPEC. PRE-ENGINEERED ROOFTRUSSES REFER TO TRUSS MANUF. DWG: ASPHALT ROOF SHINGLE (OR TILE PER SPEC.) TRUSS STRAP PER ROOF FRAMING PLANS ON S3A & DETAILS ON S4.1 SHEETS FASCIA PER COMMUNITY SPEC SOFFIT PANELS < 2'-0" - 2X6 WOOD BUCK ANCHORED TO CMU w/ VT x S"'L" BOLTS OR 5/8" x 6" SIMPSON TITEN HD'S W/ T WASHERS AT 24' O.C. & WITHIN 6" OF TOP AND FRAME TO BUCK gp770M, OR (2) ROWS OF 1l4" TO MASONRY x 3" MASONRY SCREWS @ 12" O.C. STAGGER ROWS 6" =_�Eo 2bEo Ewo€cEa ��v_ 45 E - - =mEo OQ 9omIt oPso EXTERIOR CMU WALL , ' R ►S 1 LA } l • ^l iA 1 /4" DRIVE-IN ANCHOR Michigan GARAGE DOOR AND TRACK, INSTALLED PER r 3400 Auburn Rd MANUFACTURERS Suite 200 SPECIFICATIONS. Auburn HiIIS, MI 48326 + 1 248 622.4035 1/2" x 21/4" HILTI SLEEVE Florida ANCOR EQUAL MIN. 1 1/2" 12906 Tampa Oaks Blvd. EMBED INTO MASONRY (1) PER mHOR p Is BRACKET Suite 150 MASONRY Tampa, FL 33637 +1 813.466.3310 TYPICAL GARAGE DOOR ATTACHMENT 11/01/2023 WWW.fieldstoneae.com � INOTTO SCALE WG7160 MIN. 2X2 VERTICAL BRACE @ 24" O.C. MAX SPACING. ATTACH TO EA ROOF TRUSS W/ (2) 8D NAILS. MIN. 2X2 HORZ BATTEN, IF REQ'D PER MANUF. ATTACH TO EA VERT. BRACE W/ (1) 1 OD NAIL (24" O.C. MAX SPACING) PANEL ATTACHMENTS PER MANUF. MIN. 2x2 VERTICAL BRACE @ 24" O.C. MAX SPACING. ATTACH TO EA ROOF TRUSS w/ (2) 10d NAILS. MIN. 2X4 FORE BATTEN, IF I RED PER MANUF. ATTACH TO EA VERT. BRACE w/ (2) 10d NAIL (24" O.C. MAX SPACING) EXTERIOR X PANEL ATTACHMENTS PER MANUF. - WALL CONNECTION PER FOUNDATION PLANS ON S1.1 AND DETAILS ON S1.0 SHEETS 2-T < SOFFIT PANELS < & T D'-O'FIN. FL. INSTALL MID -SPAN BLOCKING (BATTEN) - FINIBHEDGRADE WHEN REQUIRED BY MANUFACTURER - MONOLITHIC END, PER FOUNDATION PLANS ON SIA AND DETAILS ON S1.0 SHEETS SOFFIT & OVERHANG PER SPEC. BOND BEAM PER FIRST FLOOR LINTEL PLANS ON S2.1 & DETAILS ON S4.2 SHEETS WALL CONSTRUCTION PER FIRS FLOOR LINTEL PLANS ON S2.1 AND DETAILS ON S4.2 SHEETS sot TYPICAL I STORY WALL SECTION 09/12/2024 NOT TO SCALE WSM-012 INTERIOR STRUCTURAL SHEATHING, REFER TO PH 1/S4-1 FOR NAILING & OTHER REQUIREMENTS INSULATION AS PER SPEC. PRE-ENGINEERED ROOF TRUSSES. REFER TO TRUSS MANUF- DWG ASPHALT ROOF SHINGLE (OR TILE PER SPEC.) TRUSS STRAP PER ROOF FRAMING PLANS ON S3.1 & DETAILS ON S4.1 SHEETS - FASCIA PER COMMUNITY SPEC. - SOFFIT & OVERHANG PER SPEC - BOND BEAM PER FIRST FLOOR LINTEL PLANS ON S2.1 & DETAILS ON S4.2 SHEET - PRECAST LINTEL PER FIRST FLOOR LINTEL PLANS ON S2.1 & DETAILS ON S4,2 SHEETS - OPENING w/ PRECAST SILL PER PLAN - WALL CONSTRUCTION PER FIRST FLOOR LINTEL PLANS ON S2.1 AND DETAILS ON S4.2 SHEETS EXTERIOR - WALL CONNECTION PER FOUNDATION PLANS ON S1.1 AND DETAILS ON S1.0 SHEETS 0'-0" FIN. FL. - FINISHED GRADE - MONOLITHIC END., PER FOUNDATION PLANS ON S1.1 AND. DETAILS ON S1.0 SHEETS 9TYPICAL 1 STORY WALL SECTION 09/12/2024 NOT TO SCALE 000 Fieldstone ' w ,.�`���pmt C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERING: l No 29349 O IBRAHEM ELAYEB, PE - - P.E.# 91476 ■ BENJAMIN NIESE, PE i�O STATE OF 4- �i�� ' �4OR1DQ' ' P.E.# 86025 10/30/2024 • �� ANAL DATE W•?`` 111 Y J m V Ln _ O 0 N w� z J W J __1cM LU Q 0 LU z � � CO = ¢ _j U) Tn U- lr 0 [- _3 U Q C7 co } LLJ 2 � 10 co LU O I- I — DRAWN BY: I FAE VERSION; 5.0 SHEET NAME DETAILS - WALL SHEET # S4.2 FASTENERS ALLOWABLE LOADS CONNECTOR OTY Q;(lbsl TYPE GRAVITY (€bs1 @ 1 0 UPLIFT iltn{ @ 1.6 LATERAL @ 1.6 META16 8 0.148"x1-1/2" .- 14SO F1. 340 F2. 770 HETA16 9 0.148"x1-112' - 1810 F1, 770 Fa: no (7)META16 1-Pty 10 0.148"x1-1/2" -- 1875 F3:680 F2: 770 (2) META16 2- or 3- 14 0.162"x3-1/2" -- 179E Fl : 128E F2 1080 (2) IETA16 2I- Pry iD 0.348"xl-1/2" -- 1920 Fl:690 F2.770 (2) HETA16 2- or 3-ply 72 0.162"x3-1/2" -- 236E P1 1350 F2 -. 3430 HSTM16 $ 0.148"x1-1/2" _ ill0 Fl 120 F2. 90 4 1/4"xl-3/4" CONE SCREW LGUM28-2 6 3 8" x 4' TITEN HDr�p 243E 6 1/4"x 2 1/2" SDS SERE W NISTC28 36 0148'z314' -- 3460 MT512 14 0.148"xl- -- SIN -- 2}MT512 28 0.148"xl- -- 1980 - MTS16 14 0.14V.zl-i/2" - 990 - Fi1210-2 1 4" z 2 3/4" CONE SCREW 35IX0 1800 - 30 0.148' X 3" HT516 32 0.148"X1-1/2" 2,990 2 HTS16 16 0.14$"xl- 2" -- 1310 -- WS20 24 0.148"xl-1(2 -- 1310 -- L57AI2 10 0148°x212• - 925 -- LSTA18 14 0.148"x2-1/2" - 1235 - LSTA30 22 0.148"x2-1/2" - 16C - MSTA24 18 0.248" X 2 2" 0 (2) MSTA24 36 0.l.'" X 2 1/2" -- 3,280 -- MSTA36 26 0.148"X212"- (2)MSTA36 52 0.148" X 21 2" 4,100 MSTA30 22 1 0.148"X2-1 2" 2050 MSTC28 36 0.148"X 31/4' -- 3,460 - MSTC52 62 0, 148"x3-1/4" 473E -- MSTAM24 9 0148"X 3" 1,42E -- 5 1/4" X 2 1/4" MSTAM36 33 0.148" X 3" -- 1,870 -- 8 4"X214^ (2) MSTAM36 26 0.148" X 3• - 3740 - 16 4" X 2 1 4" 10 1/4"x2-1/4"CONC SCREW -28M14 0.148"z3 4' 22 0. 148"0" _ 396E F1:775 F2:525 1 5 "ATR P 16 0.148".3" 10,790 - 2 3/4" ATR 7 S "ATR 222E F3:650 F2: 630 16 1/4'k3' SDS 2 5 8"ATR - 554E F1:650 F2:630 33 4'k3"SDS VGT 1 5 $"ATR 4940 F1: 1185 F2. 590 16 U4"x3' SOS (2) VGT 2 5/8" ATR 718S-2ply 8890- 301y Fl : 1185 F2; 590 32 4"x3" SDS DT72Z 1 8 i/T' ATR 1 4"x3" SDS 1825-20 min 214E 2 2x4 min -- HTT4 1 's/8" ATR -- 3610 -- 18 0.148"x3-12" HITS 1 5/9-ATR 4670 26 0.148"x3" HTTSXi 1 5 "ATR SggS _ 26 so#lw-1/2- ABU44Z I 5/8" ATR 7570 19W -_ 12 0.162"x3- 2" ABU662 1 5/8"ATR 18205 247E -- 12 0.162"x3-112" H25A 10 0.131"x2-1/2" -- 565 F1: 110 F2. 110 H10A 18 0.148"X1-1/2" _ 1340 F1:565 F2: 285 HIOA-2 18 0.148"Xl-1/2" -- 1080 F1 .680 F2:260 HUC48 14 1/4"x2.3/4"CONC SCREW 3S00 1135 -- 6 0.148"xT HUC414 24 1/4" z2-3/4" CONE SCREW SOBS 2015 -- 12 6.148x3" LUS26 4 0.148"x3" 86S 1165 SPH4 12 0.148"xl-1/2" -- Side 640 Cenrer 1280 DTC Lips 4 Vlfi-2-3/4°CONE SCREW F1: 85 F2. 135 2 0.131"z2-1/2• A35 12 0.131"x1-1/2" __ -- F1:fi50 F2: 670- SDWC75600 1 SDWCI5600 -E12S-0 F1.130 F2:225 SDWCIS45D 1 SDWC15450 F2:150 HTU26 �LO 0.162'x3-1/2' 3200140148"X3" LGU3.63-SDS 16 6,720 -- 12 1/4"X21/2' HDUS-SD525 1 7/8" ATR __ 7,$70 20 4"X 21/2"SDS HDUII-SDS2.5 1 1" ATR _ 11,175 - 30 I4"X27 T'SDS THD26 20 0.162"x 3' 294D 3240 -- 20 0.148"x 11/2" THD211-2 28 0.162" x 3" 4310 48EA -- 16 0.148" x 3" PRECAST LINTEL GRAVITY LOAD TABLE t4.21 LOADS LISTED HAVE BEEN CALCI%ATEDOR COMPILED FROM APPROVED MAN UFACTURERS: CAST-CRETE, LOTTS CONCRETE, QUAUTYPRECASTCO. MAXiMUMLOAD (PLF) APPROX. LINTELLENGTH MAX.CLEAR OPENING TYPE A 8"UNTEL 8" TYPE B B"TYPEC 12 TYPE B . 14 ! ' 8" z6 h'PE 8 12"TYPEC i14 TYP=C`°I I6"NPEC 20" TYPE 8 20"'EC 24" TYPE "n 24"TYPEC 28' TYPE B 28"TYPEC 32" TYPE B 32'TYPE� 2* 10' YES" 2231 =06-9 _:i 63 3054 9502 14Cw i 3069. I -3:19 LIP520E T 6713 _6607__ 7547 8974 70000 _. 10000;: 3' 6" 2' 2" 2131 3769 3 1 8" 1163 66C7 E054 956: 1,aODO 3069. 4e05 520E T 6313 7547 8974 30000 1000ffi!:::. Y1" 5783 2%1 i' 3820 4890 59r1 3107 2561_� 460E 520E 6ll3 7547 8974. 1o0LU 100067 4'6° 3'2" 1343 1969 b . 2931 375E 457b a4Gv [: 24 __ 1969 437E t 520E 1 6113.. 7019 8572 10OW 10=--) 4'$" SW' 1217 3132 36M 4_49 1349 3D90 (-_- 4507 i 536E 476E 5617 7074 8203 5' 4" 4' 0" 100E 1349 1349 fl-8 =. - 3090 455� _999 5355 2560 4766 3132 5917 3c86 7074 4649 92M 5Ii7' 4!6" 850 1105 L173 1 11600 '631 2090 2549 3009 ']v 110E 2622 I 4242. 4360 3942 4889 5817 6652 S. 5 2" 710 1232 21 ]7 s':E 3480 3J31 3707 4383 1- 1232 2177 i 2738 3480. M. 8360 8625 7590. 7'6° 62' 570 991 ?29 212E ( '632 220E 2698 319_ 368` 991 1729 2.108 4 2632 3698 5661 474Z 55M 8'4" 70" 488 699 1 . 60 ,516 '626 ) 2564 1 34R6 2818 -'3C'2 699 1 1245 1516 - IM3 2564 1 3486 2964 3387,J? 8'0" 416 699 N,A 1.25 2564 W6 28.8 �302 E89 St45 NJA _ 1843 2564 3486 2964 3387 ffi 6" 354 53 `0 ---_{_.41 777 216, 53 - 1054 ..-2093 0 2259S2" 2615:' ' 10'0" 315 567 890 Nv me 1846 2423 3127 400E 567 _ 945 N A } - j_ 1366 IM6 2423 3127 l2'0' 10, 8" D2 525 873A 254 1684 .2193 2805 3552 525 873 N/A _ �. 1254 1684 2193 1 2805 3552;: 12' 6' 13' 2' 277 471 471 - N A 755 N/A 1175 107E 1428 1428 1838 1838 233E 231E 2833 2$8i 33'4` kY 0" E5 a71 'Ss �_ NiA i075 1428 1838 2316 253E 471 755 :NJA 307E 1428 1838 2316 2883 - 14'0" 12'8" 239 -24 706 N,A 1002 1326 1697 22_ __'8 424 706 N/A 1002 1328 1697 2127 263D 14, If 13'4" N/A N/A NIA NJA_ N/A N/4 _NIA N/A N,1 N/A 783• NJA 1234' 1421` 3779` Z388` 2662E:.' 15'4' 14'0" N/A N/A NIA A N,'A N/A N/A N/A \,A N/A 710`- „ .,N/A 11fA-. 133V 16W 2032` 2459- w` 1747 160" N/A N/A NJA N/A N/A NIA N,'A Ni4 N/A N/A 546,` 1117` 1379` 1671` _ 15,r 190" N/A N/A I NIA N/A N A I N/A N/A NfA N/A N/A _960`- ll7J` 1415^ .. X]' 0' le 8" N/A NIA N)A N A NjA- N, A N,'A N �`A N/A _ N/A 845- 1114- 234E 1a, 24'(r 2Z 8" NIA y!A N/R NJA NIA N/A N/A N,'A NIA NIA 10` '860 I090` 'PRESTRESSED "8" W/2" RECESS U-UNTELS Type A = Unfilled no Rebar; Type B= Continuous Grout, Sffiel per Plan in Bond Beam Only; Type C = Contmous Gmut;Steel per Plan to 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 8x8 FILLED CELL W/ NO REBAR REDD - ---- PLUMBING WALLS (FOR REFERENCE) ----- BEARING/SHEAR WALLS. (FOR REFERENCE) #, 45° CMU -FILL CELLS W/ #5 REBAR ROOF BLOCKING 12.12 LLD CELL W/ #4 REBAR (IN WALL) ALL FRAMED I2 FILLND CELL W/ #4 REBAR WALLS/HIGHER BEARING WALLS !�I (IN CONCRETE TIE BEAMS E�EV ELEVATION INDICATOR ® PLUMBING PENETRATION FOR S0( DETAIL INDICATOR FRAMING LAYOUT HDR SIZE LINTEL OR WOOD HDR DESIGNATION OPEN SIZE (ALL WOOD HDR'S TO BE (2) PLY U.N.O.) (K)- BRACED WALL LINE 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 BURG BLOCKING EXP EXPANSION NOM NOMINAL BOF BOTTOM OF FOOTING EXT EXTERIOR NTS NOT TO SCALE BOT BOTTOM FD FLOOR DRAIN OC ON CENTER ERG BEARING FUN FOUNDATION OPNG OPENING BTWN BETWEEN FIN FINISH OPP OPPOSITE CANT CANTILEVER FLR FLOOR PEN PLYWOOD EDGE NAILING CL CENTERLINE FN FIELD NAILING PLYWD PLYWOOD CIP CAST IN PLACE FT FOOT / FEE( REINF REINFORCING/REINFORCEMENT CJ CONTROLJOINT GALV GALVANIZED READ REQUIRED CUR CLEAR GDR GIRDER RO ROUGH OPENING CMU CONCRETE MASONRY UNIT GRD GRADE SC STUD COLUMN COL COLUMN GWB GYPSUM WALLBOARD SHTG SHEATHING CONE CONCRETE GYP GYPSUM Sim SIMILAR CONT CONTINUOUS HD HOLD DOWN SP SOUTHERN PINE #2 OR BETTER DBL DOUBLE HDR HEADER SPF SPRUCE PIR FIR #142 OR BETTER DIA DIAMETER ILO IN LIEU OF TYP TYPICAL DWG DRAWING IN INCH UNO UNLESS NOTED OTHERWISE 140 WINDSPEED CHARTS 2020 FL - C & C Pressures (ASD) BASED UPON 10 SOFT AREA Roof Pressures Wall Pressures Gable Roof Pressures Hip Roof Pressures Zone 1 Zone 2 Zone 3 Zone 1 Zone 2 Zone 3 Zone 4 Zone 5 19.1 -36.4 N/A I N/A 19.1 1 -47.3 19.1 1 -34.2 N/A N/A 19.1 1 -47.3 25.7 -27.7 1 25.7 1 -34.2 Zone 2e Zone 3e Zone 2e Zone 3e 38.2 -83.7 14.1 -58.1 19.1 -47.3 N/A N/A Zone 2n Zone 3r Zone 2n Zone 3r Zone 2r Zone 2r 38.2 1 -105.4 F 19.1 -47.3 and Cladding Pressures (ASD) - 2020 FIL Positive Negative Width Height Effective Pressure Pressure OHO Fieldstone ft / (� 16 jk) 7 Area ft2 112 (Psf) 25.1 sf -28.0 C.O.A.# ARCHITECURE: 8 8 64 25.1 -28.0 AA26002802 3 3 6.67 a 20.0 - 24.0 24.4 24.2 -26.6 -31.5 C.O.E.# ENGINEERING: �_= Nlo- 3 5.25 15.8 25.0 -27.1 29349 - - 3 6 5.2E 8 4848..0 2. 23.1 -. -2525.2 p IBRAHEM ELAYEB PE " -- - - ;• � � 2.67 6.67 17.8 24.7 -26.9 P.E.# 91476 '•. {� 3 B 24.0 24.2 -26.4 BENJAMIN NIESE PE i O STATE OF ,• �(/ P.E.# 8602E i��� ��ORIDP •' GX 10/30/2024/SS'ONAL E? \\\ DATE Michigan 3400 Auburn Rd Suite 200 Auburn Hills, MI 48326 +1 248.622.4035 Florida 12906 Tampa Oaks Blvd. Suite 150 Tampa, FL 33637 +1 813.466.3310 www-fiel dstoneae. com O O 1' J m Ln - 0 J �r� 0 w -Iw LO W Z Q -1 Z 0= Cl) 0 CC U U) CC W 1-- = 0 � o 0 QO U) LL U) J m 2 00 - LU �N 0 L DRAWN BY: I FAE VERSION: 5A SHEET NAME REFERENCE CHARTS SHEET # S5.1 P