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37785 Dusty Saddle Ln
660 � FILLMORE Garaae Riaht - Elevation I SBEETINDEX NUMBER: 5�4EET NAME: NUMBER: SI-1EET NAME: C5- COVER SWEET C5 3 SQUARE FOOTAGE CALCULATIONS E-10 ELECTRICAL PLANS - FIRST FLOOR F-10 FOUNDATION - SLAB PLAN A-32 M15C DETAILS A-34 M16C DETAILS A-1.0 FIRST FLOOR PLAN A-3f FRONT/REAR ELEVATIONS I/ROOF PLAN A-3.1 SIDE ELEVATIONS I A-4.0 BUILDING SECTIONS ENERGY REQUIREMENT &C-1-EDULE EXTERIOR WALL$ (FIRAM� I R-13 EXTERIOR WALLS (EILOCK) +4.1 FOIL ATTIC CEILIW, R-30 GENER4L NOTE5 THE STANDA 'D GENERAL SPECIFICATIONS FOR AMERICAN HOMES 4 RENT 4 AMH p DEVELOPMENT SHALL GOVERN EXCEPT AS MODIFIED 4 SUPPLEMENTED BY THESE WINDOW INSTALLATION: PLANS. 1. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUIPACTURER5 WRITTEN IN67ALLATION INE,TRUCTIONS. WRITTEN INSTALLATION 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS THESE PLANS HAVE BEEN DESIGNED TO MEET THE REQUIREMENTS Or: INSTRUCTIONS SHALL BE PROVIDED BY THE MANLH--ACTURER FOR EACH UJINDOLU. SEPARATING THE DWELLING FROM 7WE GARAGE SHALL BE CONSTRUCTED OF A MIN, 2023 FLORIDA BUILDING CODE, RESIDEN71AL, e7k EDITION -2& GAUGE (OA8 ..) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL OCCUPANCY: SINGLE FAMILY RESIDENTIAL FLOOD ZONE REQUIREMENTS, HAVE NO OPIENIW36 INTO THE GARAGE. 1, PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. ON- 4. CATIONS AND SUPP RTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE I. BE SEPARATED FROM THE RE&DENCE AND ITS ATTIC AREA BATH AREA5-. INSTAFLOLUEND ABOVE THE BA5EOFLOOD ELEVATION AND SHALL ALSO CONFORM TO THE By NOT LESS THAN 1/2 INCH (121 ITIT) GYPSUM BOARD APPLIED TO THE GARAGE 1. INSTALL 2x4 BLOCKING AT TOILET PAPER AND TOWEL BAR LOCATIONS, SEE MANUFACTURERS INSTALLATION INSTRUCTIONS. SIDE. GARAGES BENEATW HABITABLE ROOMS SHALL BE SEPARATED FROM ALL DETAIL6. HABITABLE ROOMS A15OVE BY NOT LESS THAN 5/8 INC" (15.t �) T*TPE 'X" GYPSUM 5. AUXILIARY DRAIN PAN, CATEGORY IV CONDEN51NG APPLIANCES SHALL BE LICARD OR EQUIVALENT. WHERE THE SEPARATION 16 A FLOOR -CEILING ASSEMBLY, 1<17C�EN5: PROVIDED WIT64 AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING THE 5TFRUCTURE SUPPORTING THE SEPARATION SHALL AL50 BE PROTECTED BY NOT 1. INSTALL 2X& BLOCKING AT &B" ATF, ON CENTER FOR UPPER CABINET COMPONENT WILL OCCUR AS A RESULT OF 670PP43E IN THE CONDENSATE DRAIN LE66 THAN 1/2 INCH (12.-1 -) GYPSUM BOARD OR EQUIVALENT INSTALLATION. PIPING SYSTEM. THESE PAN6 SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M14113. EXTERIOR FINISHES, T1ftA5NHOLUER AREA5: IC TH CKNE&E, OF TEXTURED FINISH OVER FRAME APPLICATION SHALL BE PEfR THE 7,BER-CEMENT, OR GLA55 MAT GYPSUM BOARD (NO GREEN BOARD T FANS AND VENTING; CURRENT APPROVED BUILDING CODE AND ASTM CS2&. INSTALLATION OF EXTERIOR ALLOWED) IN COMPLIANCE WITH ASTM C1288, C1325, OR C1119 AND INSTALLED WITH 'S 1. OUTDOOR DSCWAIR�,E. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST LATHING AND FRAMIWG APPLICATION REQUIREMENTS TO BE PER THE CURRENT x 1-1114" CA65ERZ PHILIPS WAFER LEAD CEMENT BOARD SELF DRILL -SCREWS Lu/ SYSTEM SHALL BE D1-'CWAF;X'.ED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED APPROVED BUILDING CODE AND ASTM C 1063. COATING SHALL BE USED 45 BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, INTO AN ATTIC SOFFIT, RIDGE VENT OR CPAWL SPACE. AND WALL PANELS IN SHOWER APEAS. EGRESS, 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE 1. EACHESEDROOM MUST HAVE ONE WINDOW THAT COMPLIES LATIL EGRESS CODE6r IF REATMENT! RE IRCULATED WITHIN A RE51DENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE THERE 15 NO ACCESS TO FXTERIOR THROUGH A DOOIR THE WINDOW MUST WAVE A 4=�4 P1R.TE.T,O, SHALL BE PROvIDED BY REGISTERED TEiRMITICIDES, EXWCAUSTEI 011RECTLY TO THE OUTDOORS. EXWAU57 AIR FROM BATHROOMS AND MAXIMUM OPENING HE IGHT OF 44" ABOVE 1=11,115�4 FLOOR LINE OF THAT PARTICULAR INCLUDING 501L APPLIED PEE,TICIDE5,15AITING SYSTEMS, AND PESTICIDES APPLIED TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER ROOM, TO WOOD, OR OTHER APPROVED METHODS OF TERMITE F-ROTEC71ON LABELED FOR AREAS INSIDE THE BUILDING. USE AS A PREVENTATIVE TREATMENT TO NEW CCNSTI;WCTICN. UPON COMPLETION OF 2. IN DWELLING UNITS WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED THE APPLICATION OF THE TEF;61ITE PFeOTECTIVE TPEATMENT, A CERTIFICATE Or 3. DUCT LENGTH. THE MAXIMUM ALLOWABLE EXHAUST DUCT LENGTH SHALL BE MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR &UR=ACE BELOW, THE COMPLIANCE SHALL BE ISSUED TO THE BUILDIW, DEPARTMENT BY THE LICENSED DETEFFEMINED BY ONE OF THE METHODS SPECIFIED IN SECTIONS M1502.4.5.1 THROUGH LOWEST PART OF THE CLEAR OPENING Or THE WINDOW SHALL BE A MINIMUM OF 24 PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: ''TWE M1502.45-3. THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL 15E 35 FEET FROM INCHES ABOVE THE FINISHED FLOOR. OPERABLE SECTIONS OF WINDOWS SHALL NOT BUILDING WAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF: THE CONNECTION TO THE TRANSITION DUCT FROM THE DRYER TO THE OUTLET FiEFZMIT OPENINGS THAT ALLOW PA55AGE OF A 4" SPHERE LU-ERE SUCH OPENINGS SUBTERRANEAN TERMITES. TREATMENT 15 IN ACCORDANCE WITH RULES AND LAWS TEF!MINAL. THE MAXIMUM LIEN65TIL OF THE DUCT SHALL BE REDUCEID 2.5 FEET (162 ARE LOCATED WITHIN 24 INCHES OF THE FIN15WED FLOOR PER THE CURRENT ESTAI51,1544EC� BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER FOR EACH 45 DEGREE (01'5 RAD) BEND AND 5 FEET (1524 -) FOR EACH W APPROVED BUILDING CODE. SERVICES." DEGREE 0A. RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FLASHING; MEC=2EAL FAN 16 INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM 1. FLASHING 5HALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DIECK AND I Y A71ONS FOR HEATING AND COOLING CAPACITIES SHALL BE LENGTH OF THE EXHAUST DUCT. INCLUDING ANY TRANSITION DUCT, 544ALL BE WALL INTERSECTIONS, AT GUTTERS, At ALL CHANGES IN ROOF SLOPE OR DIRECTION, FURIISHED BY THE MECHANICAL ENGINEER AS AN ATTACHMENT TO THIS PLAN SET PERMITTED TO BE IN ACC0F?.DANCE WITH THE BOOSTER FAN MANUFACTURER'S AND AROUND ROOF OPIENIN65� AT THE TIME Of: APPLICATION FOR PEIRMI7 INSTALLATION INSTRUCTIONS. U94ERE A CLOTHES DRYER 5005TER FAN 15 INSTALLED AND NOT READILY ACCESSIBLE FROM TIHE ROOM IN WHICH THE DRYER 15 LOCATED, 2. APPROVED CORROSION- RESISTANT FLASHNIG SHALL BE APPLIED 51-INISLE 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR IN5PECTiON, SERVICE, A PERMANENT IDENTIFYING L45EL SHALL BE PLACED ADJACENT TO WWEFRE THE FASHION IN SUCH A MANNER AS 70 PREVENT ENTRY OF WATER INTO THE WALL REPAIR, AND REPLACEMENT WITHOUT REMOVING FEFRtIAINENT CONSTRUCTION, OTHER EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR 7WE WORDS "THIS DRYER CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE EXWAU57 SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." COMPONENTS. THE FLASILING SHALL EXTEND TO THE SUWACE OF THE EXTERIOR 5EIWG INSPECTED, SERVICED, IREPAIRIED, OR REFLADED. A LEVEL LLOWING SPACE WALL FINISH. APPROVED CORRO51ON-RES157AN7 FLASHING SHALL BE INSTALLED AT T -1( _ A LEAST 30 INCHES (762 -) DEEP AND 30 INCHES ( .2 ) WIDE SHALL BE 4. PROVIDE BACK DRAFT DAMPIESZE, AT INTAKE AND EXHAU67 LOCA71ON5 AS ALL REQUIRED LOCATIONS PER THE CURRENT APPROVED BUILDING CODE. PROVIDED IN FRONT OF THE CONTROL 51DE TO SERVICE AN APPLIANCE. 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 5ECONO LEVEL 0 TOTAL AH4R SQ. FT. (SWbCr8W) 1700 METHODOLOGY- ANSI Z766-2003 The total area calculated from the outside-tooutelde of framing, including optional finished basement options as sho- This area excludes stairwell at highest level above grade, garage, covered patio/porches. G ALL WORK SHIAIJ COMPLY VITH PREVAILIN CODES R-C ORIDA BUILDING NATIONAL EFLECTM1C CODE, AND THE HU-S ORMNANCE:� - I F r)AT, E EV VV oci- PL*4 00 PF S�4 w Cf 11 ........... *V?I A-114 DEvELOFMW Do NOT SCALE TWESE DRAWA VERIFT BULDIG ORIENTATION WITA COWFRACTOR AW SITE PLAW BEFORE CONSTRICT T�ESE DRAUSCA DO NOT CW" 5PECIF WORIATION FOR � STIRICTUM ELETIENTS (TO BE PROVIDED by 94MER OF RECORD) Alff DLSMPAW-Y 'DRIENSIONS, OREWATION. ETC.) BETWEEN TW-% DRA~ AND nE A56XIATED DRA~ &CUM 61TE DRAMM SkALL BE IMPORTED TO CONTRACTOR AT OPICE AND No C4O%TI%IC'ION 6WAUL PROCEED LNIIIL CORRECTED TIE COWTRACTOR AMMS T�E RESPOWBILITY TO TW ALL REDAjIRErW5 OF LOCA BUILDW, OFFICIALS 4 To .11.1=r "A" 00- > ffld LLI Q) > LLI Sm C) Z cc CD C) lr� 0 E-4 U- 0 Cc w F -1 L --j 1� VERSION: 5.0]1 IIIIIIIIIIIIIIIIIE COVER SHEET *V?I A-114 DEvELOFMW Do NOT SCALE TWESE DRAWA VERIFT BULDIG ORIENTATION WITA COWFRACTOR AW SITE PLAW BEFORE CONSTRICT T�ESE DRAUSCA DO NOT CW" 5PECIF WORIATION FOR � STIRICTUM ELETIENTS (TO BE PROVIDED by 94MER OF RECORD) Alff DLSMPAW-Y 'DRIENSIONS, OREWATION. ETC.) BETWEEN TW-% DRA~ AND nE A56XIATED DRA~ &CUM 61TE DRAMM SkALL BE IMPORTED TO CONTRACTOR AT OPICE AND No C4O%TI%IC'ION 6WAUL PROCEED LNIIIL CORRECTED TIE COWTRACTOR AMMS T�E RESPOWBILITY TO TW ALL REDAjIRErW5 OF LOCA BUILDW, OFFICIALS 4 To .11.1=r "A" 00- > ffld LLI Q) > LLI Sm C) Z cc CD C) lr� 0 E-4 U- 0 Cc w F -1 L --j 1� VERSION: 5.0]1 IIIIIIIIIIIIIIIIIE COVER SHEET 02021 " DEVELORM Do NOT SCALE WESE DRAWWA VERFYBULDWOM ATIONUTW CCNTRACIOR MD STIE FLAS EEFIORE C4MTFWTM TIESE DRAWWA DO NOT CONIAN SPECFIC WIDWIAIION FCR 5"WIMAL EU61M (70 DE PROVIDED BY EW.MEER OF IRECORD) AW DISCWPANCT fDME`0OW., ORDRATION, ETCd BETWEEN �IESE DRAMMA AND TQE A960CIATED DRAWW.S *.W& SRE DRAWWA SULL IBE FEFORTED T C04MACTOR AT ONCE AND NO CONSIMJCTION SWAILL PP!OCEE LWIL CIDMECTED. T�E CONTRACTOR ABSJIES T41E FRESPOODILITY TO MEET jaQ11REVWS OF LOCAL BUI DW, ORICIALS A TO COM-LY UTW STATE BULDW, CODE& -+-j 0 0 0- > Lu > LL LU I c� Q) �c C) Z cc 0-4 (D 00) 1 W) Q u 0 E U- 0 ICE 00 r� rTl 7 -- I ME I VERSION: 5.0] QUARE FOOTAGE CALCUATIONS ICS-31 Iwo OWAMDEWIORW DO NOT SCALE TIGER! DR4wWA VEINY BUILDING CFAWWTATZN CON11RACTOR AV ME A/C SEQM FOUNDATION PLAN NOTE$ wmCm*mrTm=m TO 3)0'PA�� DRAWEE DO NOT CMAN WECM WORPIATICk rM ANY WRICUtAL ELEMENT& 00 BE +40'-O"OVERALL ALL WRK "I BE IN STRICT CaFLIANCE WITH RIALDING. NovIC111) wr acom CIF CaX, RESDENTIAL, AND CaW BUILDING DEPARrMff woma bw DOCWA= J ((W) I 20'-C" W1VGM.0RWAMKE1CJ 57W TOFSOL, TFM, SV", RWIS ETC PRCM ALL PROMISE AND THE AREAS OIERE CONSTWON ULL OCCUR UNO AU=AIW VNAIIJINS6 A� SITE DRASINS6 SWALL aE REIROM TO CWRA" AT VACE AD NO FILL WALL BE FIRMLY COMPACTED, CLEAR SANDCLAY Ccallouchow WALL rmxm MATERIAL: FREE OF ROM, CROUNIC MATTER OR OTHER mm Copplim THE CONTRA" ASSIMIS M WA-0,11111011. ITY TO M V ALL STATE PROVEN! SOL TREA11-W AND VAPOR BARRIERS AT ALL WLDm COCES NTE16M BEARING LOCATIONS SIMD BE DOMINATED WrIN TRW MAMFACTIM 4 57RCTWAL ENGINEER 115211111rIEWIS OF LOCAL BUILM ;h OFFICLALS 8 TO 00VILY WITH SLABS (INTERIOR) PATIO SLAB 4'CONCRETE SLAB MIN. OAR A, MIL VAPOIR BAWER, GLAZI 8WALL OE OVM CLEM 1PACTED 04 -is 10EaRMESW 0 LLJ 4' CONC AS MIN. Z j W/ FWR MESH > LL LLI RVAC CHAS a ',1,,--5ASEDON LL LOCATION CONCRETE $LAB MIL 4- CONCRETE SLAB MK OVER I CLE VAPOR SAFNEfZ SLAI3 SMALL BE AN CO�IPACTED FILL W FIBEIRMESW wommoo FIF L 1 2 .1 1Y4' 2'- Al, E,- v w ......... �1 /iF 17� — — 0 L — — — — — — — — A CD 04 OPT. BOLLARD, Z (TTPJ 0-4 CD f n. ol 'ji 134 C.) n 4T ------------------- U ------------ I (D i ILWFICAL4 PA14EL c 5 UALL A- CWTE ELM MK OVM4 ML E j ER. SIALL BEIPVER AN =ACTEr FIL W, F,E`ERME�" ;13 1 1 ya PORC44 F 4- TE SLAB MIK OVER OVER CLEAN COMPACTED FILL W1 F1 ;b APOR BARRIER SLAB GWALL J. —7 F-1 1'-4� W-O" OPENIW. 12'-4" L OVERALL I momme. m _j SLM RM - EMAnON or I VERSION: 5.01 vmw= FOUNKAT" SLAIR P"N I m - I 7F-:1. 0 FLOOR FLAN NOTE5 PROVDE I/2'(MNIMUM)GYPSUM BOARD SEPARATICN AT WALLS AND 5/8' TYPE X CEILNI I IN" IN T14E GARAGE ADJACENT TO THE MAN HOUSE AND ATTIC AREAS WA-%4N5 MACA41NE 15 ALWAYS LOCATED LEFT a T14E DRYER UNLESS NOTED OTHERWISE ALL ExlERIOR WALLS ARE DRAIN AT 5' M UNLES6 NOTED OTHERWISE. ALL NTERIOR AND COMMON WALLS ARE DRAWN AT 3 I/V UNLESS NOTED OTHERWISE. HEADER FOR FIRST FLOOR 16 AT W-0' u/ 5'-4" CLG I SECOND FLOOR 15 AT 1'-0' W1 &'CLG, 14ARDRAIL HEIGHT 514ALL BE 36' MEASURED VERTICALLY FROM THE NOSING OF THE TREAD, (') DENOTES EGRESS WINDOW DOORI�ETOFM FAUEZWNSIT DOM cu:ssrw� ME F� B C RAISED PLATFORM 2n SH . 25 Bw 25 SW 25 SH 0) SET 5CFFI7 4 AT FAMILY PRIMARY ROOM 51JITE - - - - - - �L - - - - - - V-4' CLG 5'-4" CLG. rO\/EFEI;) PATIO VINYL PLANK VINYL PLANK 5'-4" CLG Arf. CONCRETE 3440' SHOWER m/ OPT. TEMP GLAS6 ENCLOSM 4 -S" -1 25 5H '4 2x6 WALL 34 112o AFF. DINING ROOM - 4" CLG, cl - - - - - - V15 NYL PLANK — x SINK W/DISP LAU QTCHEN S'-4" CLG DROPPED VINYL PLANK 4'- 2�/ ;!ADE R 2'- All 4':�O)�-- 4 PAW S'.4" CLG VINYL PLANK LAUN. 1'.4" ILG VINYL PLANK 5'-4" CLG VNYL FLANK 4 R, 0 ER LCCATIC:�-/ IR46 GAP -AGE WALLS COMMON UATH LIVWXM, — AREA MUST HAVE 1/2'DRYWALL BOLLARD 5EPARATION(MN.20MINFIRE) MP) e5) 6H. WAC ';�;ij'PUL 4VAC CN "BED -L - CL06ET PLATFORM 1'-4 ..... ..... Awu PER DETAIL 13 - - ---- W BATH S�4-- Cl-6 I 1 1 2 2-(�AR VINYL PLANK OARAOE S'-4" CLG Ar CL 'Y-4' CONCRETE VINYL "L 'ElECT1141C. PANEL ------- --------------------------------- ------------- WALL ih 5EDROOM 2 5 -4" C LG VINYL PLANK 2.-". 3 -4" 2'-2111� 10"IT 16'-0' 1'-0' O.H GAR4( E DOOR CLG AFF. -T 25 SH 1-) 25 544 0) - - SET SOFFT� 4�j li AT 81-01 WT. FIRST FLOOR PLAN - ELEVATION T WALE;M�I%WOU17) SoNk N-Ivow w PRIMARY 5ATH 1. -4' CLG VINYL PLANK IMI AMH DEVELOPMEN17 DO NOT SCALE THESE VERFY BUILDING ORI TATION WITH CONTRACTOR AND SITE PLA46 5EFORE CONSTRIXT THESE DRAWINGS DO NO CONTAIN SPECIFIC INFORMATIO4 FOR Y STRUCTURAL ELEMENTS (TO BE PROVIDED BY ENdNEER OF RECORD). ANY OISOREPANCY MMENNONS, ORENTATION, ETC) BETWEEN THESE DRAWNGS AND THE ASSOCIATED DR40M vd/a SITE DRAWINGS 5HAL BE REPORTED TO CONTRACTOR T ONCE AND NO CONSTRIC ION SHALL PROCEED UNTIL CORRECTED. THE CONTRACTOR ASNJ�ES THE RESPONSE&ITY TO MET ALI REQU 6 OF -� WILDW. OFFICIALS A TO COMPLY WTQ STATE BUILDW, CODES J o Z. > w Q. c- u— < = -4 n Ln o E 00 a, cc) r- F L I W111111111f. I FAE I VERSION: 5.01 1171RAST FLOOR PLAN � IA-1 I MR, r----------------------- � / w ------------------ ROOF PLAN T ATTIC VENTILATION: e3W W FT ATTIC SPACE / I SO FT VENTILATION) -CALCULATIONS REFLECT 5M RIDGE AND 50% 5CFFIT vENT6 2284 SO FT UNDER ROOF ATTIC / 300 60 FT / I SQ FT z lb] 50 FT YEWILATION OFF -RI �E VENT : 104 50 IN EACH W VENT) Or SOFFIT VENT c S SO IN EACH lbI 50 FT � Wt t 3BI 50 FT HIGH, 3.61 W FT LOW HIGH VENTING 3hI SOFT x W4 50 N :54bb4 SO IN REQUIRED W OFF.RIDGE VENT x 104 50 IN .624 So IN �OV VENTING 3hl SOFT x 144 50 IN -548,&4 60 IN REQUIRED 548,64 / 5 w 61 SOFFIT VE14TS (CONTINUOUS v`ENTED SOFFIT) 6- FRIEZE EXTERIOR — PLASTER ON 0 FRAME w It Fl-R CEILING b'WEADER 4' 5ILL 4 SIDE TRIM (TYP) FIN FLR ELEV lot FLR CEILING FIN Fl-R ELEV FRONT ELEVATION T KIIII.ElfflIVOW17) WAM A"Wpb" REAR ELEVATION 115 WXBW-I'-WPW7) WAM W-110 P" 11T- ARCH b4INGLE ROOF(TYP) IN A TYF) — 6' RAISED STUCCO TRIM —COACH LIGHT PER c49MM SPEC6 — 4' RAISED STUCCO TRIM — CEMEWITIOL5 STUCCO PER COMMUNITY SPECS. 12 (IA2 PITCH ARCH SHINGLE ROOF(TYP) 6/121 PITCH ARCH SHINGLE ROOF (TYP) 41T� YF) CEMENTITIOU5 STUCCO PER COMM. SPECS. 6021 AM CE�ELOPMEW DO NOT SCALE THESE DRAD435. VERIFT" BUILDING ORWA ION JTW CONTRACTOR AND SITE PLANE, BEFORE CONSTRICTION. THESE DR4045 DO NOT C40WM SPECIFIC INFORMATION FOR STRUCTWAL ELEMEWS (TO BE PROVIDE BY EWNEER OF RECORD). W DISCREPAW-y CDPIENSIOW CREMATION, ETC) BEMEEW THESE DRAIIINGS AND 'It AMOCIATED DRAWNGS aWm SITE DRAUNGS SHAL BE REPORTED TO CONTRACTOR T CNCE AND NO CONSTRUC ION 5"L PROCEED LINTIL CORRIECTEP. THE COMPACTOR ASSUMES ?HE RESPONSIBILITY TO MEET ALL REW REVIEWS OF LOCAL BUILDW OFFICIALS 4 TO CCMT UMTW STATE BUILDM CODES, o Z. 1-4 IV E > LLI wmmtlE I was REVOW: "o (D 0) Z ca P-1 0 U —:S.� .2 -01 18) E u- In E CI �D �4 'm >. 04 C:) CA :z Oc'). co r-M co r- m N WAW W. I m VERSION: 5.0 FRONTfRFAR ELEVATIONS III, ROOF PLAN "OP""E DW# A-3.1]0] 6 6M PITCH ARCH 644W.LE ROOF(Typ) —I,i FLR CEILWS FIN FLR ELEv RIGHT SIDE ELEVATION T_ SOME Iff-I'VOU17) SQUE111111am" Ll Sl:� — si FLR MONO LNk— FIN FLR ELEV LEFr SIDE ELEVATION 'Im SIC PITCH ARCH 541W.LE ROOF OYP) 6/12 PITC44 ARCH SWW.LE FOOF fTYP) 12 CE�IENTITIOLS STLCCC, PER C". SPECS. CE"ENTITIOLIS 5TUCCO PER Call, SPECS 6021 AMW DEVELOPMENT X NOT SCALE TWA DRAARM 'tRFY 5ULDW, 00 ATION VTW CONTRACTOR AND SITE PLANS SUCRE OONSTQJCT THESE DRAWN636 DO NOT CONTAIN SPECIFICWORMATIONFOR Y STRXTURA. ELEMENTS (TO BE PFDVCW By EW.NEER OF RECORDk ANY DWREPANCI 'IDIMENISIONS, ORIENTATICN, ETCd BEYWM THESE DRAM" A40 ASSOCIATED DRALWA � SITE DRAVW SWAL BE REPORTED TO CCNTRACTOR T ONCE ASO NO CONSTOLIC ION &,IALL PROCEED LWIL OORRECTED. THE CONTRACTOR AWIMES TA FESPON61BILITY TO MEET REQIREMEN16 OF LOCAL BULDW. OFICIALS A TO COMPLY JTW STATE BULDN3 CODES, 's f w MILINIEDAM WIVIIIIIIIIII FEAM: IC 0 (D c" 12- Z co CD C) P4 U U J:) 0 C) i:� HL� E 0 co co F L W. W. I FINE ] VERSION: 5.0 SIDE ELEVATIONS A-3.1 1] BUILDING 5ECTION NOTE5 PLEASE NOTE. THESE DETAILS AJRE STRICTLY ARCHITECTLIRAL, REFER TO 5TIWTLRAL 64EETS FOR MORE INFORMATICK SECTIONS SIMILAR TO OTHER ELEVATIONS AND WHEN UI 2�6 EXTERIOR WALLS ---�CQLUIVIN DETAIL 4 PRE-MANLIFACTURED TIRLISBE6 14SLULATION PER MC AND ENEW.Y FORM 51LIBMITTED WITH PERMIT APPLICATION ,ON -Iki-FLR ak-W- - - - ....... ...... _WNDC(LI LINE - - - POCKET BEDROOM 5 OFFICE LAUNP. IN FLR ELEV FOLWATICN (ME STIRLICTURAL KAN) BUILDING SECTION "AR IICftJS;ff-" =EMATOTSHM-ALLEMAMMIll" rAk le-l? 6tv PITCH ARON SHNI ROCF �TYP) _I't FLR ql�m -WINDOW LINE - - - - PORCH FOYER F. FLOOR FOJ�VAYCN (SEE STIW-TLPAL PLAN) BUILDING SECTION 11313' INSLILATION PER FBC AID ENIERSY FORM SLEI WITH PERMIT— APPL CATION KITCHEN FAMILY ROOM 0 COMPACTED, TEW17E TREATED 5011 ./VAPOR BARRIER 602t AM DEVELOP -ENT DO NOT SCALE THESE DRAWN5.5 '�ZRIFY BUILDN5. ORIENTATION LOT CONTRACTOR AND 51TE PLANS BEFORE CONSTRZT THESE DRAWNG6 DO NOT CONTAIN SPECIFIC WFORMATION FOR 5TRLCTLR& ELEMENTS (TO BE PROADE By BrINEER OF RECORD) A,N DISCREPANCY (DME4NCNS,OR*NTATIGN,ErCJ BETWEEN THEM DRAILWA AND THE A66XIAIED DRAW%GS .Ua, SITE DRAUDY35 54ALI SE REPORTED TO CONIRACOR I OWE AND NO C42STRJC ION $14ALL PROCEED LNTiL CONNECTED. THE CONTRACTOR A%-kE5 THE INSA0451151 "TO MEET ALL RECUI �ENTS OF LOCAL BUILDW. OFFICIALS I TO COMPLY UTW STATE SUILDW, CODES > Lu > LLJ < 110 Z ca CD C) P4 C-5 u 0 0 >4 p4 x 00 'L cc r- M F--4 Co rl- VERSION: 5.0 7- BUILDIN. E.T.... *w# A- ELECTRICAL LEGEND -+ CIA5 GAS LINE RECESSED CAN LIGHT ON COLD WATER FLUSH MOUNT LED ELECTRICAL PANEL 2 WALL MOUNTED L64 ffl ELECTRICAL METER WALL SCONCE DISCONNECT SWITCH FLUORESCENT LIG14T .4 BULB $ SWITC14 FLUORESCENT LIG14T I ./ 2 BULBS 3-WAY SWITCH VAPOR PROTECTED LIG,47 4-UlAY SWITCH EXHAUST PAN Dln�ER SWITCH EXHAUST FAN .1 050-IT E� BUTTON EX14AU57 FAN 14EAT t LIG14T d DUPLEX OUTLET SMOKE DETECTOR QUADPLEX OUTLET CARBON MONOXIDE DETECTOR SWITCHED DUPLEX THERMOSTAT CUTLET ILOOR 0 FLOOR OUTLET DIRECT WIRE GI PH d GFI OUTLET T PHONE JACK WPGFI d WATER PROOF GFI W MEDIA JACK OUTLET CLC CEILW. MOUNTED 0 OUTLET CABLE TV OUTLET 22C� 220v OUTLET DOOR CHIMES CEILNG MOUNTED SECURITY PANEL LIGHT WANSIN65,)CEILING FLOOD LIGHT MOUNTE LIGHT C:-4--D CEILW. FAN C --:D CEILING PAN ./ LIGHT ELECTRICAL GENERAL NOTES W17CHES TO BE 45" AFF. RECEPT6. TO BE 12' Aff - 42" F OVER A COUNTER ALL WIRW. TO BE IN ACCORDANCE WITH NEC ARC FAULT CIRCUIT NTEIZIZM'TER PROTECTION SMALL BE PROVIDED AS REQUIRED IN NEC 210.12(A) AND SHALL BE INSTALLED IN A READILY ACCES515LE LOCATION. ALL SMOKE DETECTORS 644ALL BE 14ARDWIRED IWO AN ELECTRICAL POWER SOURCE AND SMALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED 91OKE DETECTORS. GROUND FAULT CIRCUIT INTERRUPTER SMALL BE PROVIDED AS REQUIRED IN NEC 2102(A) AND INSTALLED IN A READILY ACCE061BLE LOCATION. 17 6 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO INSURE THAI ALL EICTRICAL WOW, 15 IN FULL COMPLIANCE WITH NrFA. 10A - NEC AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCE$. FROADE INTERSYSTEM BONDING TREMINATION AT SERVICE LOCATION PER NEC 250.0 LUMINAIRES IN CLOTHES CLOSETS SMALL BE INSTALLED PER THE PROVISIONS OF NEC 410.16�A) 4 (5) RECE56ED LGHTW. TO BE AIR TIGHT AND IC RATED IW% OF THE LAMPS IN PERMANENTLY N67ALLED FIXTURES SHALL BE 1416H-EFFICIENCY LAM--$ REFER TO ENERGY CALCULA71ONS FOR ADDITICNAL W-ORMATION. PROVIDE THE REQUIRED CLEARANCES AROUND PANELS AND DISCONNECTS IN CCMP-ANCE WITH NEC 11026. ALL RECEPTACLES SMALL BE T91PER IRES15TANT PER NEC 406.12� THE BRANCH CIRCUIT SUPPLYW. THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY CUTLE75 OUTSIDE OF THE GARAGE A14D NOT LESS THAN ONE RECEPTACLE OUTLET 844ALL BE INSTALLED FOR EACH MOTOR VE141CLE SPACE. AFCI PROTECTION - 210.12 (5) DUELL ING UNITS. ALL 120 VOLT, SINGLE PHASE, 15 AND 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DUELLING UNITS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PAR-ORI LIBRARIES, DENS, BEDROOMS &NROOM5, RECREATION ROOMS. CLOSETS, HALLWAYS, OR SIMILAR ROOMS OR AREAS SMALL BE PROTECTED BY A LISTED AFCl, COMBINATION TYPE, INSTALLED TO PROVIDE PROTECTION OF BRANCH CIRCUIT. EXTERIOR 200 AMP METER MAIN COMBO 410 AL 5ER CABLE GROIJINDIWG ELECTRODE 5WALL COMPLY WITH SEC 25052 ELECTRICAL R16ER DIAGRAM N.T.5 AIC D SO FIL ODLIG 7 L x 0 — — — — — — — — — — F db 6 3 -Y 04" 17E ul F n I u 11 - A 2'-2Y," r" - 1, STRUCTURED F MEDIA CABINET TO INCLUDE CA75/6, COAX, USE, WFI 9 ROUTER SPACE AND POWER MEDIA rtJ VERIFY EXACT REQUIREMENT, W LOCATION AID ;VM 11 A �111 MOUNTING WEIGHT PRIOR TO INSTALLATION 6 db dbG'I $4 qpGFI (Z Gf 1 22 GFI-@ &Yv 31`4 OPT. DEDICATED 50 AMF�\ l�A 2=IF RE Y f Cl GlI ------------------------------------------------------------------ HIS FIRST FLOOR ELECTRICAL PLAN - ELEVATION 011 12021 A� DEVELOPMENT M07 SCALE TWSE DRA*66 VERFY SULDINS, OWNTATION UT CCNTRXTOR AND SITE PLANS BEFOIW CON671iUCTON. THESE DRASINSS 00 NOT CCWASJ SPECIFIC WCOUTION FOR ANY STRUCTILRAL ELEMENTS (TO OE PROVIDED by ENSNEER OF RECOFMA ANY DISOMPANCY (DMENSIONS, ONDffATION, ETC) BETWEEN TWM DRAWWA AND THE ArACCIATEP PR4~ �la 61 DRAM" SWAL 5E IIEPOWIED TO CONTRACTOR AT AID NO CON$TIRUC ICN SHALL PROCEED LWIL C01MCEED. UE CONTRACTOR AVVJ�IES TIE IFSPON54BILITY TO MEET ALL 'MGUI 8 CF LOCAL BUILDW. OROAL5 I TO COMPLY WITH STATE BUILDNG CODES > S� ro C) (D T CC CD 0 P4 C-5 FV �—ERS 10 N: 5. 7 ELECTRICAL FILMS FIRST FLOM 4" 1 sw� I E- HOUSEWRAP BARRIER (I, JOINTS) OVER EXTERIOR SHEATHING PER SPEC* TO OVERLAP RUBBERIZE FLASHING RUBBERIZED THRU-WALL FLASHING, EXTEND UP Ir VERTICALLY (4- MIN VERTICAL PROJECTION ABOVE SUBFLOOR), TRIk TO OUTSIDE FACE OF BRICK THRU-WALL FLASHING_ KIM TO SCALE REFR 70 DETAIL FOR CUTTING RARRIER AT WINDOW OPENIh HOUSEWRAP BARRIER rrAPE ALL )OINTS) OVER EXTERIOR SHEATHING PER SPEOMEATHING TO OVERLAP RUBIS BLDG FELT BETWEEN FLASHING SEWRAP LARRIER AND X VENEER -TYPICAL UP RUBSERUED 7HRU-WAU. FLASHING, EXTENID UP Ir VERTICALLY (4- MIN VERTICAL PROJECTION ABOVESUBFUDOR), 7RIM TO OUTSIDE FACE 31 HOLES AT COURSE OF BRICK )VE FLASHING - 2r O.C. RRONTALLY SOLID GROUT BEHIND HOUSEWRAP LARRIER - COORDINATE 15# BUILDING FELT APPLICATION WHERE BRICK VENEER 6 SPECIFIED I= HOUSEWRAP DOWN OVER HEAD FLASHING AND APPLY CORNER PATCH EXTENDING 1'MIN. BEYOND BARRIER Off MALL HEAD FLASHING OVERLAPPING WINDOW RANGES A MIN. OF r - MALL UNDER HOUSEWRAP APPLY JAMB RASHING OVER SIDE WINDOW RANGES - MIN. I* ABOVE HEAD AND r OVERLAP AT SILL INSTALL WINDOW OVER SEALED AND FLASHED PREMANUFACTURED SILL PAN BEFORE TAPING - FILL EINTIRE INTER11OR PERIMEM GAP W / NON -EXPANDING FOAM OR SEALANT TAPE SEAM OF OVERLAPPING PLASTIC SILL BOOT =7 WINDOW OPENING FLASHING NOT TO SCALE 15# BLDG FELT BETWEEN HOUSE~ BARRIER AND BRICK VENEER -TYPICAL CONTINUOUS MORTAR NET WEEP HOLES AT COURSE ABOVE FLASHING - 7.40 O.C. HORIZONTALLY FOUNDATION BRICK LEDGE THRU-WALL FLASHING @ BRICK LEDGE NOT TO SCALE CAST STONE SILL OR- BRICK ROWLOCK - REFER 70 BEV. BRICK SOLDIER (OR) 3 BRICK COURSES -REFER 70 ELEV. THRU-WALL MEMBRANE FLASHING WAINSCOT DETAIL NOT TO 61-ALE HOUSE WRAP OVER WALL SHEATHING - PROVIDE B40WH OVERLAP TO COVER METAL HASHING AND THROUGH -WALL FLASHING TAPE OVERLAPPING SEAM SDING PER SPEC 17 BENT METAL FLASHING - EXTEND r VERTICALLY ExIERIOR SEALANT I CAST STONE SILL OR BRICK ROWLOCK- REFER TO ELEVATION BRICK TIE WEEP HOLE THRU-WALL MEMBRANE FLASHING TO FACE OF BRICK W/ MIN. 24" VERTICAL LEG. LAP UNDER BUILDING WRAP. 7ff STUCCO OVER FRAME (SHEATHING, 2 LAYER W.R.B., LATH AND STUCCO) - PER SPEC PEEL 8, STICK BRIDGE FLASHING, SHINGLE LAPPED OVER STUCCO ACCESSORY VINYL PLASM DRIP SCREED - PER SPEC INSTALL PER MANUFACrUREn NWALLATION NMUC110M CAP SHINGLE - DO NOT STAPLE OR NAIL ROOF CEMENT SHINGLE ROOFING ON ROOFING UNDERLAYMENT- PER SPEC PEEL & STICK BRIDGE RASHING. OVERLAP ON TO ROORNG UNDERLAYMENT 6W CORROSION RESISTANT WE RASHNG - PER SPEC PRE-ENGINEERED WOOD TRUSSES SEE STRUCTURAL AND TRUSS DRAWINGS FOR SPACING AND CONNECTION DETAILS NOTE: ALL ROOFING MATERIAL (PER ELEVATION) SHALL BE INSTALLED PER MANUFACTMERS INSTALLATION INSTRUCTION. VERIFY ROOF SHEATHING WITH STRUCTURAL DRAWINGS ROOF TO WALL AT RAKE — — — — — - GABLE END WHERE OCCURS SCALE: 3"- 1 -0" j— REFER EUNATM AND DETAILS 12 F TYMM ROOF COVERING PER VEC SEE ROOF 1� PLAN TYPICAL ROOF TRUSSES PER SPEC TYPICAL ROOF INSULATION PER SPEC ROOF DRIP EDGE PER CODE & COMM. SPEC TOP OF CM.U. REFER TO ELEVATIONS MATERIAL - PER SPEC FASCIA PER CODE & COMM. SPEC, REFER TO TYPICALSOFFITRINISH PER SPEC FOR TRUSS TO WALL TIE BEAM - REFER STRUCTURAL CONNECTION TFAM PER ELEVATION PER SPEC Ir CMU BLOCK REFER STRUCTURAL TYPICAL STUCCO FINISH ON KOCK PER SPEC TYPICAL WRY" WALL FINISH AND INSULATION OVER BLOCK PER SPIEC WAINSCOT PER REV. PER SPEC VERIFY FOUNDA71ON PROFILE VARIES BY TYPICAL BASE LOCATION / CONDITIONS Pat VEC REFERSTRUCIVRAL FYDEFAIL FOR TERMINATION WALL R45H AT FOUNDATION PER ELEVATION A MATERIAL "M REFER TO PLOT PLAN FOR SLOPE CONRGLIRA71ON TYPICAL 1 -STORY WALL SECTION NOT TO SCALE l/r STUCCO OVER FRAME (SHEATHING, 2 LAYER N". LATH AND STUCCO) - PER SPEC PEEL A, STICK BRIDGE FLASHING, SHINGLE LAPPED OVER STUCCO ACCESSORY VRM PLASM DRIP SCREED - PER SPEC INSTALL PER MANUFACrURER!S INSTALLATION INMUCTIOM CAP SHINGLE - DO NOT STAPLE OR NAIL ROOF CEMENT 6'W CORROSION RESISTANT BASE RASHING frYP) PRE-ENGINEERED WOOD TRUSSES SEE STRUCTURAL AND TRUSS DRAWINGS FOR SPACING AND CONNECTION DETAILS TYPICAL EXTERIOR WALL ASSEMBLY - SEE STRUCTURAL DRAWIINGS NOTE: ALL ROOFING MATERIAL (PER ELEVATION) SHALL BE INSTALLED PER MANUFACIUREn INSTALLATION INSTRUCTION. VERIFY ROOF SHEATHING WITH STRUCTURAL DRAWINGS (-,-,ROOF TO HEAD OF WALL - SHINGLE ll-�� SCALE; 3". 1'-0" @Ml " DEVELORIENT DO NOT SCALE TLESE DRA1065 �ER� WILDING. ORIEWATION UTW CONTRACTOR AND STE PLANS BEFORE C"TRtJCT THESE DRAING56 DO NOT C4XTAN SPECIFIC INFORIATION FOR STRXILIRA. ELEMNT6 (TO BE PRO�DED By EW.NEER OF RECORD) ANY DISCREPANCY (DIMENNON5, ORIENTATION, ETC) BETWEEN 7WM DRA~ `ND T ASSMIATED DRAWN0.5 xd/m SRE DRAWW,5 S" BE IMPORTED TO CONTRACTOR T ONCE AND NO CMTRE ON SWALL PROCEED LNrlL CORRECTED. TIE C4NT$IACTOR ASW'ES �E RESPONNXITY TOM TALL RECLIREMNIS OF LOCAL BU DW. OFFICLALS I TO CO -FLY LM STATE BUILDW, CODE& 0 Lu 4 > w 11c ,It cc C) U emo E C) 00 co VERSION: 5.�O MISC. DETAILS swo A-3-91 EXTERIOR FIBERCEMENTSIDINGOVER 7VER? OR EQUAL HOUSEWRAP OVER EXTERIOR SHEATHING AM FRAMING PER STRUCTUIIAl. TIM. 6" WIDE SELF ADHEIVING, SELF HEALING WATERPROOF MEMBRANE UNDER 2 LAYERS OF BUILIDING PAPER - TAPEAEALCORNEtS CORROSION RESISTANT METAL HEAD FLASHING WITH WRAPPED ENDS OVER BACKER MATERIAL INTERIOR C WIDE. SELF ADHERING, ME HEALING WATERPROOF MEMBRANE SHIM PACE PER MANUFACTURES! RECOMMENDATIONS CAULKW-TYPICAJ. WRIDIDWASSEMBLY INSTALLED WITH CONTINUOUS SEALANT READ AT RANGE PRIOR TO NUALLA71ON NOTE: WINDOW ASSEMBLY TO BE FASTENED TO STRUCTURE PER WINIM MANUFACTURERS MAULATION REQUFSOIENTS AND RECOMMENDATIONS HEAD AT FRAME WALL SCALE; 3". V.0" EXTERIOR SELF ADHERISIG, SELF HEALING WATERPROOF MEMBRAlfi SILL DAM4CONENUE C SALK UP JAMIS — EXTERIOR GRADE" SEALANT OVER BACKER MATERIAL— FIBERCEMENTSIDING OVER TOW Olt EQUAL HOUSEWRAP OVER sas" SHEATHING AM FRAMING. PER SIRUCTUMOWGL— INTERIOR WINDOW ASSEMBLY WALLED WITH OONVINUOLIS SEALANT BEAID AT RANGE PRIOR TO INSTALLADON CAULKING -TYPICAL IX2 WOOD DAM INSTALL PLYWOOD, PAINTED BLACK BEHIND WINIDOWS AT DORMERS. TYP. NOTE WINDOW ASSEMBLY TO BE FASTENED TO STRUCTURE PER WINDOW MANUFACTURERS INSTALLATION REQUIREMENTS AND RECOMMENDATIONS SILL AT FRAME WALL SCALE; 3"- I'-V HOME LAP SONG WALLED FOR FRMG. PER HORIZ LAP SIDING WALLED PER MRS MM INSTRUCTIONS 0/ BUILDISIG STRUCTURAL DETAILS INSTRUCTIONS o/ BUILDING PAPER 0/ PAPER 0/ SHEATHING AS GYP. ED. SHEATHING AS OCCURS IPER OCCURS [PER STRUCTURAL STRUCTURAL DETAILS) DEIARSI LAP BUILDING. PAPER MIN S' III o/ GSM DRJP EDGE HASHING StUCCO FINISH CIDAT 0/ FOAM TRIM SEE EIVATION 24 GA GSM DRIP EDGE 2x6 ICE S, WATER SHIELD AT CORNERS EKIEND C UP WALL IxWD.TFAM WOOD TRIM SEE EIV FOR SIZE TRACK ASSEMBLY SEALANT 2x RES DR. HEAD WES DR. JAMB GARAGE DOOR JAMBB s"ww GARAGE DOOR TRACK GARAGE DOOR OVERHEAD GARAGE DOOR JAMB SCALE: 1112"- 1'.0" FOR FRMG. PER STRUCTURAL DETAILS GYP. BD� 2.6 § OVERHEAD GARAGE DOOR HEAD SCALE: 11/2"- 1'-0" EXTERIOR TRIER CEMENTSUING, OVER 7YIfEK` Ce EQUAL HOUSEWRAP OVER EXTERIORSHEATHINGAND FRAMING. PER STRUCTURAL DWM CIMIDESELFADHERING.SELF REAL64G WATERPROOF MEMBRANE OVER BOTH LAYERS OF BULDING PAPER EXTERIOR GRADE SEALANT OVER SACKER MATERIAL e WIDE SELF ADHERING, SELF HEALING WATERPROOF MEMBRANE INTERIOR SHIM SPACE PER MANUFACTURES' RECOMMENDATIONS CAULKING -TYPICAL WINDOWASSEMBLY INSIALLEDWITH CONTINUOUSSE&LANT BEAD AT RANGE PRIOR NOTE: WINDCWASSEMBLYM BE FASTENIEDTO STRUCTURE PER WINDOW MANUFACTURERS INSTALLATION REQUIREIAENTS AM RECOMMENDATIONS JAMB AT FRAME WALL SCALE, 3"- V-0" LAM SIDING MAU PER "NULF. o/ GRADE V BLDG PAPER OISTRUCT SHEATHING, SEA" FOR SITE SLIDING, GLASS DOOR FRAME SLIDING GLASS DOOR HEAD SCALE: 3", 1'.0' 4101 AMW DEVELOPHIENT 00 NOT SCALE T"" DRAWWS VERV BULDW. ORIENTATION MTW CONTRACTOR AND BITE PLANS BET�� CONSTRICTION. TfbE DRA1146.5 DO NOT CONTAIN SPECIFIC WORMATION FOR ANY STFWTLR& ELEMENTS (TO BE PRO�VEV BY MWER OF RECORD) ANY DISCREPANCY ,DIMENSIONS, ORIENTATION, ETCj BEVEEN TWEN DRA10,65 A0 TN` ASSOCIATED DRAMW W.0a SITE DR4*45 SHALL BE REPORTED TO CONTRACTOR AT Or OE AND NO CONSIRZ ION WALL PROCEED LNITIL CORIECTED. TIE CONTRACTOR ASS"$ TIE RESP"51 ITT TO MEEFT ALL REQUIREMENTS OF LOCAL INU LPM OFFICIALS I TO COMPLY UM STATE 151111.1)0,65 CODES 4-j 0 E'd > Lu neximEmm W=m 110 C) Z cc CD 04 C-) u 0 0 E o co Oc N 45 , N F L I VERSION: 5.0 �ffiwm I MISC. DETAILS am# A-3.41 GENERAL STRUCTURAL NOTES: 1. ALL WORK SHALL CONFORM TO THE 2023 Oth 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 SECTIONSMETAILS APPLY TO CONDITIONS THAT ARE SIMILAR TO THE CONDITIONS DESCRIBED IN THE SECTIONS/DETAILS, EVEN IF THEY ARE NOT SPECIFICALLY REFERENCED ON THE PLANS. S. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEANS, METHODS SEQUENCES AND PROCEDURES OF CONSTRUCTION, INCLUDING BUT NOT LIMITED TO TEMPORARY SHORING AND BRACING. 6. DO NOT SCALE STRUCTURAL DRAWINGS. IF DIMENSIONS ARE OMITTED OR NOT CLEAR, CONTACT THE ENGINEER. 7. CONSTRUCTION SHALL 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. CONCRETEWASONRY 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 VOTHIN 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 2. VERTICAL LOADING: ROOF TOP CHORD LIVE LOAD =20 PSF (REDUCIBLE) ROOF TOP CHORD DEAD LOAD =7 PSF ROOF TOP CHORD DEAD LOAD (TILE) 15 PSF ROOF BOTTOM CHORD LIVE LOAD (w/ STORAGE) =20 PSF ROOF BOTTOM CHORD LIVE LOAD (W/o STORAGE) 10 PSF ROOF BOTTOM CHORD DEAD LOAD 10 PSF FLOOR LIVE LOAD =40 PSF FLOOR LIVE LOAD (SLEEPING ROOMS) -30 PSF FLOOR DEAD LOAD =15 PSF DECKIBALCONY LIVE LOAD -40 PSF NOTE TO TRUSS & WOIST MANUFACTURERS - ROOF & FLOOR SYSTEM DELEGATED DESIGN SHALL CONFORM TO THE FOLLOWING DESIGN STANDARDS: LOCATION I TOTAL LOAD I LIVE LOAD I M TOTAL DEFLECTION I ROOF TRUSSES I L/240 LJ240 V. 1 I FLOOR JOISTSITRUSS 1 11360 LQ/480 1/2" NOTES: 1. MAXIMUM TOTAL LOAD DIFFERENTIAL DEFLECTION BETWEEN ADJACENT PARALLEL MEMBERS SHALL BE 5/8" 2. ANY MEMBER SUPPORTING BRICKIMASONRY SHALL BE LIMITED TO A TOTAL LOAD DEFLECTION OF U60D 3. FIELDSTONE AE CANNOT BE HELD RESPONSIBLE FOR ANY STRUCTURAL ISSUES RELATED TO ANY BUILDING COMPONENT IF COMPONENT SHOP DRAV41NGS 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 MPH EXPOSURE CATEGORY INTERNAL PRESSURE COEFFICIENT 0.18 (ENCLOSED) SEISMIC CRITERIA SITE CLASS SEISMIC DESIGN CATEGORY -A 4. EARTH PRESSURE LOADING: ALLOWABLE SOIL BEARING CAPACITY TOTAL LOADS (INCLUDING WIND & SEISMIC) =2000 PSF LATERAL EARTH EQUIVALENT FLUID PRESSURE WALLS UNBRACED AT TOP =40 PCF WALL BRACED AT TOP --55 PCF 5. GUARDRAILIHANDRAIL LOADING: ALL GUARDRAILMANDRAILS SHALL MEET 200 LBS (MINIMUM) CONCENTRATED FORCE APPLIED IN ANY DIRECTION. IN -FILL COMPONENTS OF GUARDRAIL SHALL MEET 50 PSF. THESE LOADS ARE TO BE EVALUATED INDEPENDENTLY AND ARE NOT TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD. DEFLECTION OF GUARDRAIL SHALL MEET THE CRITERIA SET FORTH BY THE INTERNATIONAL CODE COUNCIL EVALUATION SERVICES (ICC-ES) AC 273 - "ACCEPTANCE CRITERIA FOR HANDRAILS AND GUARDS! CONCRETE NOTES: 1 . STRUCTURAL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE PER ACI 332 "RESIDENTIAL CODE REQUIREMENTS FOR STRUCTURAL CONCRETE". 2. CONCRETE PRODUCTION AND PLACEMENT SHALL CONFORM TO THE REQUIREMENTS OF ACI 332 "RESIDENTIAL CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" EXCEPT AS MODIFIED BY STRUCTURAL REQUIREMENTS NOTED ON THE DRAWINGS. 3. CEMENT SHALL CONFORM TO ASTM CI 50 "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: SLAB4DN-GRADE-'WITHIN UPPER 2/3 OF SLAB AND 3/4" MINIMUM COVER AT INTERIOR CONDITIONS; 1-1 /2* MINIMUM COVER AT EXTERIOR CONDITIONS CONCRETE (FOUNDATIO04 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 DIA SPECIFICATION. CONCRUE NOTES (CONTINUED): 10. CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH AS FOLLOWS: FOUNDATIONS & FOUNDATION WALLS: 25M PSI SLAB -ON -GRADE & CONCRETE BEAMS: 2500 PSI 11. CONTRACTOR SHALL TIE REINFORCING STEEL SECURELY IN PLACE PRIOR TO PLACING CONCRETE AND PROVIDE SUFFICIENT SUPPORTS TO MAJNTAIN THEIR POSITION WITHIN SPECIFIED TOLERANCES DURING ALL CONSTRUCTION ACTIVITIES. INSERTING DOWELS INTO WET CONCRETE IS NOT PERMITTED. ANCHOR RODS AND STEEL INSERTS SHALL BE SET BY TEMPLATE TO WITHIN A 1/8' TOLERANCE IN ANY DIRECTION WITH MINIMUM EMBEDMENT AND EXACT PROJECTION INDICATED ON THE DRAWINGS, PRIOR TO PLACING CONCRETE. 12. HOOKED BARS SHALL BE STANDARD 90 DEGREE HOOKS PER ACI UNLESS NOTED OTHERWISE ON THE DRAWINGS. MINIMUM LAP SPLICE SHALL BE CLASS B PER ACI 318. LOCATION OF LAP SPLICES SHALL BE AS INDICATED ON CONSTRUCTION DOCUMENTS. 13. DOWELS INTO FOUNDATION SHALL MATCH SIZE AND SPACING OF VERTICAL REINFORCEMENT AT ALL COLUMNS, PIERS AND WALLS, UNLESS OTHERWISE NOTED. 14. CONTRACTOR SHALL OBTAIN APPROVAL PRIOR TO PLACING OPENINGS OR SLEEVES NOT SHOWN ON THE DRAWINGS, THROUGH ANY STRUCTURAL MEMBER. 15. ONE OF THE FOLLOWING CONCRETE SLAB ON GRADE CRACK CONTROL METHODS SHALL BE USED (CONTRACTOR PREFERENCE): CONTROL JOINTS: SHALL BE FORMED, SAWED, OR TOOLED TO A I" MINIMUM DEPTH WITHIN 24 HOURS OF CONCRETE PLACEMENT. MAXIMUM JOINT SPACING FOR UNREINFORCED SLAB IS AS FOLLOWS: 3-1/2" SLAB: 8 FEET D.C. EACH DIRECTION 4" SLAB: 10 FEET D.C. EACH DIRECTION WELDED WIRE FABRIC (W.W.F.) 6X6-W1I.4XW1.4. WELDED WIRE FABRIC SHALL BE FURNISHED IN FLAT SHEETS (ROLLS NOT PERMITTED) AND SHALL CONFORM TO ASTM A-1064 AND HAVE A MINIMUM SIDE AND END LAP OF 8 INCHES. MICRO- OR MACRO- SYNTHETIC FIBER REINFORCEMENT FIBER LENGTHS SHALL BE 1 /Z'TO 2-1/4" IN LENGTH. DOSAGE AMOUNT SHALL BE FROM 314 TO 3.0 POUNDS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1 116. THE MANUFACTURER/SUPPLIER SHALL PROVIDE CERTIFICATION OF COMPLIANCE WITH ASTM C1 116 WHEN REQUESTED BY THE BUILDING OFFICIAL. 16. CONTROL JOINTS SHALL BE FURNISHED WITH A FULL-LENGTH KEYWAY CENTERED ON MEMBERS. WHERE THE SIZE OF KEY IS NOT SHOWN ON THE DRAWINGS, THE KEY SHALL BE 25% OF THE CROSS-SECTION DIMENSION OF THE MEMBER AND MINIMUM 1-1/2 INCHES INTO THE FIRST POUR OF CONCRETE. 17. PROVIDE POCKETS OR RECESSES IN CONCRETE WORK FOR COLUMNS AND BEAMS AS REQUIRED EVEN IF NOT SHOWN ON THE DRAWINGS. PROVIDE CONCRETE FILL AFTER BEAM ERECTION. 18. CURING OF CONCRETE SURFACES SHALL CONFORM TO ACI 308.1 "STANDARD SPECIFICATION FOR CONCRETE CURING"AND ACI 308R "GUIDE TO CURING CONCRETE". FOUNDATION NOTES: 1 . CONTRACTOR SHALL VERIFY ALL CONDITIONS, INCLUDING UNDERGROUND 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 6 INCH (MINIMUM) AND SEAL WITH ADHESIVE. 4. WHERE FOOTING STEPS ARE NECESSARY, THEY SHALL BE NO STEEPER THAN ONE VERTICAL TO TWO HORIZONTAL U.N.O. 5. FOOTINGS SHALL BE CENTERED UNDER COLUMNS AND WALLS UNLESS SPECIFICALLY DETAILED OTHERWISE ON THE DRAWINGS- 6. NO FOOTINGS OR SLABS SHALL BE PLACED ON OR AGAINST SUB -GRADE CONTAINING FREE WATER, FROST OR ICE. SHOULD WATER OR FROST, HOWEVER SLIGHT, ENTER A FOOTING EXCAVATION AFTER SUB -GRADE APPROVAL, THE SUB -GRADE SHALL BE RE INSPECTED BY THE GEOTECHNICAL ENGINEER/ TESTING LABORATORY AFTER REMOVAL OF W��TER OR FROST. 7. CONTRACTOR SHALL FURNISH ALL REQUIRED DE -WATERING EQUIPMENT TO MAINTAIN A DRY EXCAVATION UNTIL BACKFILL IS COMPLETE. 8. A GEOTECHNICAL ENGINEER REGISTERED IN THE STATE OF WORK PERFORMED SHALL INSPECT THE CONDITION AND ASSURE THE ADEQUACY OF ALL SITE PREPARATION, SUBGRADES, FILLS, BACKFILLS BEFORE PLACEMENT OF FOUNDATIONS, FOOTINGS, SLABS AND WALLS. HE SHALL SUBMIT REPORT TO THE ARCHITECT/ENGINEER DESCRIBING HIS INVESTIGATIONS OF ANY NON -CONFORMING WORK BACKFILLING: 1 . DO NOT PLACE BACKFILL AGAINST FOUNDATION WALLS - DESIGNED AS SUPPORTED AT TOP AND BOTTOM - UNTIL BASEMENT LEVEL AND FIRST FLOOR SYSTEM ARE IN PLACE. SHORE AND/OR BRACE WALLS AS REQUIRED IF BACKIFILLING OPERATIONS ARE TO BE CARRIED OUT PRIOR TO PLACEMENT OF FLOOR SYSTEM. 2. WHERE BACKFILL IS TO BE PLACED ON BOTH SIDES OF FOUNDATION WALLS, PROVIDE A BALANCED BACKFILL AGAINST FOUNDATION WALLS TO ELIMINATE LATERAL LOAD EFFECTS, OR PROVIDE NECESSARY TEMPORARY LATERAL SUPPORT TO THE TOP OF THE WALL UNTIL PERMANENT SUPPORT IS INSTALLED. 3. BACKFILL MATERIAL SHALL CONSIST OF CLEAN, WELL GRADE GRANULAR SOILS, FREE OF ORGANIC MATERIAL AND BE COMPACTED TO 95% OF MAXIMUM DENSITY, AS DETERMINED BY THE MODIFIED PROCTOR METHOD (ASTM D1557), IN LIFTS NOT EXCEEDING 8 INCHES. MASONRY NOTES: 1. CONCRETE MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI S30,"BUIUDING 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 FM = 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 NTH MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 2,5W PSI. 6. STEEL BAR REINFORCEMENT SHALL CONFORM TO ASTM A615, GRADE 60. 7. VERTICAL CELLS CONTAJNING REINFORCING AND GROUT SHALL FORM A CONTINUOUS CAVITY, FREE OF MORTAR DROPPINGS. S. VERTICAL CMU WALL REINFORCING SHALL BE AS NOTED ON THE DRAWINGS. DOWELS TO CONCRETE FOUNDATION TO MATCH SIZE AND SPACING OF VERTICAL REINFORCING UNLESS NOTED OTHERWISE. REINFORCE CMU CORE AT CORNERS, EACH SIDE OF CONTROL JOINTS AND EACH SIDE OF WALL OPENINGS WITH (1)45 CONTINUOUS VERTICAL REINFORCING BARS.. 9. HORIZONTAL BOND BEAM AND VERTICAL REINFORCING SHALL BE CONTINUOUS U.O.N. LAP SPLICE REINFORCING PER THE SCHEDULE OR USE MECHANICAL SPLICES ADEQUATE FOR 125% OF SPECIFIED YIELD STRENGTH OF THE BAR. LAP VERTICAL REINFORCEMENT WITH MINIMUM DOWELS OF SAME SIZE AND SPACING THAT HAVE BEEN PREVIOUSLY INSTALLED IN THE FOUNDATIONS. DOWEL EMBEDMENT IN CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF THE CONCRETE NOTES. BAR SIZE LAP SPLICE LENGTH BEND DIAMETER ACI HOOK #4 2T 3" 10" #5 29, 3-314V 10,11, #6 34" 4-1/2' Ill. MASONRY NOTES (CONTINUED): 10. REINFORCING BARS SHALL BE HELD IN POSMON 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 FM. BRACING SHALL BE PROVIDED IN ACCORDANCE WITH OSHA - CONSTRUCTION SAFETY STANDARDS FOR MASONRY WALL BRACING AND NCMA TEK 3 4B - "BRACING CONCRETE MASONRY WALLS DURING CONSTRUCTION." WOOD FMMING 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 PS1 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 /TDIAMETER 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-X3-4.229- WASHERS AT THE ANCHOR SPACING BELOW: MAXIMUM ANCHOR BOLT SPACING= 2'-O"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 VTON 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: FB= 875 PSI F� = 425 PSI FT = 450 PSI Fc= 1150 PSI Fv= 135 PSI E= 1400 KSI WITH THE MOISTURE CONTENT OF THE WOOD IN SERVICEWILL 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-i/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: F,= 1100 PSI F,= 565 PSI FT= 675 PSI F�= 1450 PSI F,= 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 MICIVOLLAM LVL PARALLAM PSL TIMBERSTRAND LSIL E = 2000 KSI E ISW KSI E 1300 KSI Fs = 2600 PSI FS 2400 PSI F, 1700 PSI I-) - 'BOOZER BEAM 2.1 E' ARE AN ACCEPTED ALTERNATE TO PSL COLUMNS SPECIFIED ON PLANS PROVIDED THE'BOOZER BEAM 2.1 EIS OF EQUAL OR GREATER SECTION DIMENSION TO THE PSL COLUMN AND OF EQUAL OR LESSER HEIGHT 10. FLOOR SHEATHING SHALL BE 23/32 INCH, APA RATED SHEATHING, 48/24 MIN., EXPOSURE 1. INSTALL WITH THE LONG DIMENSION OR STRENGTH AXIS OF THE PANEL ACROSS SUPPORTS AND WITH PANEL CONTINUOUS OVER TWO OR MORE SPANS. PANEL EDGES SHALL BE TONGUE -AND -GROOVE. FLOOR SHEATHING SHALL BE GLUED AND NAILED TO SUPPORTING MEMBERS. ADHESIVE SHALL MEET APA SPECIFICATION AFG.01, APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, PROVIDE 0.1 31"x2-1/2" COMMON NAILS AT 6 INCH O.0 ALONG SUPPORTED PANEL EDGES AND 12 INCH O.0 AT INTERMEDIATE SUPPORTS. 11. FOR INTERIOR WALL HEADERS PROVIDE (l)-2X JACK STUD AND (l)-2X KING STUD U.N.O. ON DRAWINGS. 12. FOR EXTERIOR WALL HEADERS PROVIDE (l)-2x JACK STUD AND (l)-2x KING STUD, MINIMUM, REFER TO CHART BELOW U.N.0 ON DRAWINGS: WINDSPEED OF 140 EXP. C FWALL HEIGHT 8FT 9FT I OFT STUD SIZE HEADER SPAN IT 4 1J/1K 1J/1K 1Jj1K 6 1JJ1K 1J/IK 1J/2K 8 1J/IK 1 J/2K 1J/3K 10 1 J/2K 1 J/2K 1 J14K 20 12 1 J/2K 1 J/3K 1 J/4K 14 1J/2K 1 J/4K ENG 16 iJ/3K I J/4K ENG 18 1J/3K ENG I ENG IF WINDSPEED OF < = 140 EXP. C WALL HEIGHT 8FT 9FT 1 OFT STUD SIZE HEADER SPAN IT 4 1J/1K 1J/1K 1J/1K 'I 6 1J/IK IJ/1K 1J/IK 8 1J/1K 1J11K INIK 10 1J/1K 1J/IK 1 VK 2X6 12 1J/1K 1J/IK 1J/1K 1 � 11 �K IJ::/ :1K :: !�/!K 16 -1 J�// 1 /IK J/, 1 5J�l K INIK IJAK 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- D.C. MAXIMUM. 15. STUD COLUMNS UNDER LOAD BEARING POINTS OF GIRDERS/BEAMS SHALL MATCH THE GIRDER/BEAM PLY COUNT WITHIN 117 TOLERANCE (2-PLY STUD COLUMN MINIMU". 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(l). 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 DRAVVINGS ARE FOR ILLUSTRATIVE PURPOSES ONLY TO DEPICT FLOOR SYSTEM -TO -WALL CONNECTIONS. CHANGES TO THE CONCEPTUAL FLOOR LAYOUT SHOWN IS NOT PERMITTED WITHOUT A LEITER AND REVIEW FROM THE ENGINEER OF RECORD. PREFABRICATED WOOD I -JOIST SHALL CONFORM TO ASTM D 5055. JURISDICTION SPECIFIC NOTES: I . FOR PARTIALLY ENCLOSED AREAS, INCLUDING BUT NOT LIMITED TO LANAIS, PORCHES, AND BALCONIES A 1/2' (MINIMUM) EXTERIOR GRADE SOFFIT BOARD WITH A CEMENTITIOUS KNOCKDOWN FINISH IS ACCEPTABLE PROVIDED THAT IT IS PAINTED MEETING THE REQUIREMENTS OF ASTM C932 TO GIVE THE CEILING WATER RESISTANCE. THE SOFFIT BOARD PRODUCT SHALL BE ATTACHED PER MANUFACTURER SPECIFICATIONS TO BE IN COMPLIANCE WITH R703. I. 2. THE SOFFIT DESIGN PRESSURE IS AS NOTED IN THESE DOCUMENTS. WITH KAYCAN VINYL SOFFIT INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REGUIRMENTS AND ICG-ES EVALUATION REPORT ESR-1495 THE SOFFIT WILL COMPLY WITH R70 3.1. 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 ANSIrTPI 1 "NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION." FINAL PRE-ENGINEERED ROOF TRUSS FRAMING LAYOUT AND DESIGNS To BE BY ROOF MANUFACTURER'S DELEGATED ENGINEER. 2. ROOF TRUSSES SHALL BE DESIGNED FOR THE SUPERIMPOSED LOADS IDENTIFIED IN THE DESIGN CRITERIA NOTES SECTION. 3. THIS PLAN IS DEVELOPED FROM THE REVIEW OF MASTER TRUSS FILES. ANY LOT THAT DEVIATES FROM THE MASTER TRUSS FILE ON RECORD,OR FOR PLANS FIELDSTONE AE IS NOT CONTRACTED TO PERFORM TRUSS REVIEW ON, THE CONTRACTOR IS RESPONSIBLE TO ASSURE THE DIRECT COMPLIANCE OF TRUSS MANUFACTURER LAYOUT TO THESE DRAWINGS & VERIFY ALL TRUSS CONNECTORS ARE SUFFICIENT TO V41THSTAND THE UPLIFT/LATERAL LOADS IMPOSED 4. TRUSS MANUFACTURER SHALL PROVIDE HANGERS AND CONNECTIONS ADEQUATE FOR LOADS AT ALL TRUSS -TO -TRUSS, TRUSS-TO43EAM, AND BEAWTO-TRUSS CONNECTIONS. 5. REFER TO ARCHITECTURAL DRAWINGS FOR TRUSS SHAPE, OVERHANG, DIMENSIONS, SLOPES, SPANS, DRAINAGE, BEARING WALL HEIGHTS, ETC. 6. THE POSITIONS, WEIGHTS, AND METHODS OF ATTACHMENTS OF ALL MECHANICAL UNITS, ELECTRICAL FIXTURES, PLUMBING, FIRE SPRINKLERS, ETC SHALL BE INCLUDED IN THE DESIGN OF THE TRUSSES BY THE TRUSS MANUFACTURER. SEE ARCHITECTURAL DRAWINGS FOR ATTIC ACCESS SIZE AND LOCATIONS. 7. SUPERIMPOSED LOADS FROM SECONDARY FRAMING (I.E. SOFFITS, PARAPETS, VALLEY FRAMING, UPPER TRUSSES, ETC) SHALL BE INCLUDED IN THE DESIGN OF SUPPORTING TRUSSES. 8. CONTRACTOR TO PROVIDE TRUSS BRACING PER BCSI-B3 IN ADDITION TO PERMANENT BRACING SHOWN ON THE TRUSS DESIGN PROVIDED BY THE DELEGATED TRUSS ENGINEER. PRE -APPROVED FIELD REPAIR NOTES: I 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 NTH MASONRY NOTES LAP SCHEDULE, PLACING A HOOKED BAR V41TH 12� LAP AT THE TOP OF WALL WITH THE CONTINUOUS REBAR IN THE TIE BEAMIBOND BEAM. COMPLETE GROUTING OF WALL. 2. MISSING/MISPLACED ANCHOR BOLT: ALTERNATE SILL PLATE ANCHORAGE SOLUTIONS KM CONCRETE A 1/2"x6"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. INM GROLIT FILLED MASONRY (GFCMLQ: A 1/2'x6" TITEN HD WITH 1-314" MINIMUM EDGE DISTANCE AND 8" MINIMUM END DISTANCE AT 41-81, O.C. REPLACES A 1/2" DIAMETER ANCHOR BOLT WITH 7" EMBEDMENT AT 6-0" D.C.; LIKEWISE A 1/2*x6"TrrEN HD WITH 1-3/4" MINIMUM EDGE DISTANCE AND 8" MINIMUM END DISTANCE AT 7-8" O.C_ REPLACES A 1/2- DIAMETER ANCHOR BOLT WITH 7- EMBEDMENT AT 4`0- D.C.. 3. SIMPSON MASA SILL ANCHORS MAY BE USED AS AN ALTERNATE TO THE ANCHOR BOLTS AND SPACING NOTED HERE -IN ACCORDING TO THE FOLLOWING TABLE: BASIC MIND SPEED (MPH) MAXIMUM SPACING < 140 6.1.. 140 1�6* 150 V-3- NOTES: 1. MASA SPACING BASED ON NO MORE THAN ONE IN THREE INSTALLED WITH ONE LEG INSTALLED VERTICALLY ATTACHED TO STUD 4. MISSINGIMISPLACED TRUSS STRAP ANCHOR: REFER TO "MISSED TRUSS STRAP REPAIR" DETAIL WITHIN DRAWINGS. FOR MISLOCATED TRUSS ANCHORS WHICH ARE GREATER THAN 1/8" BUT LESS THAN 1-1/2"FROM THE FACE OF THE TRUSS, A SHIM SHALL BE PROVIDED AND NAIL LENGTH INCREASED TO PENETRATE THROUGH BOTH PLYS OF MATERIAL (I.E. 3" LG. NAILS). WHEN GAP IS GREATER THAN 1-112% INSTALL NEW ANCHORS. 5. MASONRY WALL OVERHANGING SLAB BLOCK OVERHANG REPAIR - 5/8" NO REPAIR RECeD 5/8" < OVERHANG < 1-1/2" GROUT SOLID BOTTOM 3 COURSE$ OF AFFECTED WALL LENGTH >1-1/2" CONTACT ENGINEER OF RECORD FOR REPAIR 6. NOTCHED TOP PLATES & STUDS REQUIRING REPAIR AT STIUDS: 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 DRILUED/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 HOLEINOTCH SPECIFICATIONS ARE EXCEEDED THEN A STUD SHOE MUST BE INSTALLED. STUD SHOE REPAIR$ ARE AS FOLLOWS: FOR 2X STUD USE HSS2-SDS1.5 WITH (12)-1/4"X1-1/2"SDS SCREWS. FOR MULTI -PLY 2X STUDS USE HSS2-"#"-SDS3 WITH (1 2)-1/4-X3- SDS SCREWS, WHERE "#"CORRESPONDS TO THE NUMBER OF STUDS IN THE MULTI -PLY. ATTOP 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 NTH (8)-16D NAILS ON EACH SIDE OF THE OPENING. 000 Fi tone 0 C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEE 29349 13 IBRAHEM ELAYEB,"PE- P.E.# 91476 0 BENJAMIN NIESE, PE P.E.# 86025 05/30/2024 DATE STATE OF Z W 'Pto RIO Oly At. 11111WO % & .. s N Zt E E E j'_.j Michigan 3400 Auburn Rd Suite 200 Auburn Hills, Ml 48326 +1 248.622.4035 Florida 12906 Tampa Oaks Blvd. Suite 150 Tampa, FL 33637 +1 813.466.3310 www.fieldstoneae.com �c 0 z 0 P w w C) 04 L) LU Ln 3 < fr D 00 r- r- 0 SWAT L _j DRAWN BY: I FAE VERSIOW:UO] SHEET NAME COVER SHEET SHEET# SO.1-140 f, a-� 8"CMU, VERT. REINF. PER PLAN FINISH GRADE MONOLITHIC FND. (21 W4 CONT. ON CHAIRS 1'4 2 STORY &,-,'1')'1DMDED DMOR MONRY FTG. 11/01/2023 ,O� TO SCALE FZ;-*Ol 5 W CMU, VERT. REINF. PER PLAN 4"PROCESSED FILL J FINISH GRADE COMPACTED FILL *4 HORIZONTAL (P18- D.C. #4 L43AR /2-4r LEG 1-4- @ MONOLITHIC FND -1(2) NTO SLAB 0 18, O.C. 2STORY #4 CONT. ON CHAIRS n-&,:�NIEMORCMUW&LFTG.FWSMTON.rMV.GM ii/oi/=3 0�70 SCALE FZZ021 8' CMU' VERT S'CMU' VERT. REINF. PER REINF. PER PLAN POURED CURB OR CMU BLOCK 9"CMU STARTER COURSE FINISH GRADE POURED CURB OR MU BLOCK FINISH GRADE b 2� ONOLITHIC FND. .1 (2) �ONOUTHIC FND. w/ (2) C.I. .11 CHAIRS -.4 1. ... ON CHAIR. 2STORY 2STORY =0fiWNRYW&L@C"E FMM-040 CMUCOL CMU COL PER PLAN PER PLAN CMU COL. PER PLAN PAVERS PER PLAN VERT REINF. VERT. REINF. VERT. REINF. PER PLAN SLOPE V-w SLO E FINISH GRADE PER PLAN z CONCRETE CONCRETE CONCRETE I? w2 FOOTING 77 w� FOOTING FOOTING PER PLAN N PER PLAN PER PLAN PER PLAN PAVERS PER PLAN MWIRY MER COWMN 2/28/2022 F03C -- FGM-033 1. CMU, VERT. 8- CMU, VERT 3/4- RECESS IN SLAB REINF. PER PLAN 10 1/2' REINF. PER PLAN POURED CURB OR POURED CURB OR CMU BLOCK CMU BLOCK JE SLOP SLOPE SLOPE iD IJ? 3/4" RECESS IN SLAB MONOLITHIC FND. .112) L v-0, MONOLITHIC FND. W (2) 1 "Vv� #4 CONT. ON CHAIRS #4 CONT. ON CHAIRS FIECESS W/ SLAB 2 STORY RECESS 1 PAVEFIS 2 STORY SGGTM� �EMRMMED SILL 11/01/2023 FMM-M w OPE DOOR PER SPEC. DOOR PER SPEC. SGD PER SPEC. PAVERS PER SPEC. -j KNESS VARIES) DOOR THRESHOLD S DOOR THRESHOLD GROUTBED w LOPE PAVERS PER SPEC. 01-01 SLOPE (THICKNESS VARIES )('jWALT �BRICK ESHOLD "11A, ENTRY 0 CONCRETE BM 0 PAVE SLUNG GLASS DOOR ' STORY 2STORY FLUSH BRICK 2STORY SWUERPOWSW THRESHOLD PJ2812022 Fl;� 070 j WALL & FTG ANCHOR BOLTS OR STRAPS, 2� FRAME WALL w/ P.T. SEE GENERAL NOTES, U.N.O SILL PLATE, PER PLAN CONIC SLAB PER PLAN 1N "01 (2) #4 CONT. ON CHAIRS- -#5 ALLOWED ILO #4 SCREENEDIN SCREENEDIN TEM PER MANUR TIV SYSTEM PER MANUR (Sly) - S#4 CONT SLOPE PAVERS PER SPEC. ONCHAIRS- L-�Fl^�ISH GRADE SLOPE 7 8. ACTED FILL K "C.�Mp 11) #74 CON T. .t4 CC N PER P.SLAB PAVERS CONIC. GRADE BEAM LAN 6 SCREENED ENCLOSURES ONLY THOCENED SLAB 0 SCREENED ENCLOSURES - — ALLOWED ILO #4 S:T�HM�NEI ILNM @ 1W. WNi @WING) 11/01/2023 MSNMMUE @ VEENED IN EN=RES 11/01/2023 F�rlOO ;;Z1 13 j WALL & FTO 2x FRAME WALL w/ P.T, ANCHOR BOLTS OR STRAPS, PLAN SILL PLATE, PER N GENERAL NOTES, U.N.O. PLAN STEP PER N -ji FF (2)44 CONT. ON CHAIRS 1�8 @ (3�44 AT 2 STORY" 2STORY -#5 ALLOWED ILO #4 TH10ENEDSW@WNE@EWNG) 11/01/2023 FX� ALTERNATE TO CORNERSPUCE: CORNER BAR w/ LAP PROVIDE CONT. STEEL SPLICE EA. SIDE. SAME REINF. BARS BENT AT SIZE AS CONT. FTG. STEEL S, CORNERS TO COMPLY .1 THE INTENT OF THE BUILDING CODE NUMBER OF CORNER BARS EQUALS NUMBER OF CONT. BARS NUMBEROF RI VE T CAL LAP SPLICE REBAR PER PLAN DOWEL AS PER PLAN REGO IN PLAN 011EII rG. CORNEM 11101/2023 &LNf F(�� 120 C II'CMU VERT- REINF PER PLAN E)(TERIOR FINISH (PER ELEV.) (1) #4 REINFORCMENT SEE FOUNDATION PLAN 91/4' ONC LAB SEE FOUNDATION PLAN FORM SLAB FINISH GRA RECESS w/ 2xl 0 @ PIPE LOOP TIE As S PER PLAN DE PENETRATING FINISH FLOOR BAR CONT., TYP. HOWER LOCATION -0- REQUIRED a - ---------------------- PENETRATING PIPE - PVC SLEEVE - PVC LONGITUDINAL SIDE MEW MONOLITHIC SUEEVE- FRONTVIEW MONOI-rr IC FND. PER PLAN "VERIFY LOCATION IN FIELD FND. PERHIPLAN CMU WALL W1 VERT. #SS IN 'ROUT FILLED CELL C PER PLAN 25' LAP �'7 -1 �=TR= I _i 25'LA .9 CONC. FTG. R P -I_ 71 (2)-#4ZBAR R VID E WIT, (EX25' CLUDi EN CONIC. FTG. PER PLAN BEMNG KNEMMN - CMU 11/12/2021 INSW@SHOW 2/28/2022 FIXTING SECM @ SEPS 0,/14/2024 FMM-130 FMM-430 000 Fieldstone 0 C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERI 29349 [3 IBRAHEM ELAYEB, PE P.E.# 91476 BENJAMIN NIESE, PE P.E.# 86025 05/30/2024 DATE N No. 8K6� o. 86 STA E OF 0, 11, - , 1-OR19 X //10NAL I11111111" E Q �E 1E Z El Michigan 3400 Auburn Rd Suite 200 Auburn Hills, Ml 48326 +1 248.622.4035 Florida 12906 Tampa Oaks Blvd. Suite 150 Tampa, FIL 33637 +1 813.466.3310 www.fieldstoneae.com IC ZO z Z w 0 C) . < e, 04 0 Fr U w 0 < < -00 00 r- -4 w V) W �j R 0 E- LjL C:) 00 co rl- Cc -1 -i I I DRAWN BY: I FAE I I VERSION: 5.0 SHEETNAME FOUNDATION DETAILS SHEET # S1.0 VERIFY MO I VERIFY NO I I VERIFY MO I VERIFY MO b CONC. 0 0 FrG. W1 #4 BARS 2 C& 12- O.C. EA. WAY RK I'll rFM t? rF.-� 9 0 OPT, SCREEN 7-2- V-10' 3.-s. Z-4- VERIFY MO VERIFY ;1`�. 2'-W M U +1 RECESSED SHOWERJ'= @D PRIMARY BATH rFW T rFM 0 F-- 19'-2" RIES 20'-0" V-1 0' 4`0" 0 I F -; Y MO rm-,\ Z VERIFY MO "T 24"124"112" CONC FTG W #4 ;f REBARC&12'O.C.EAWAY I I VERIFY MO I VERIFY MO FOUNDATION PLAN — ELEV. "I" SCALE: 1/4'=V-0' NOTES: I /2"CONCRETE SLAB ON GRADE OVER VAPOR BARRIER 2� RE1 FERENCE FINISHED FLOOR ELEVATION= IY-(r 3. REFER TO DWG SOA FOR GENERAL STRUCTURAL NOTES Fi C.O.A.# ARCHITECURE: AA26002802 ff7- C.O.E.# ENGINEEfRX01r-- 29349 13 IBRAHEM ELAYEB,PE— P.E.# 91476 BENJAMIN NIESE, PE P.E.# 86025 05/30/2024 DATE E - ns! 2 Michigan 3400 Auburn Rd Suite 200 Auburn Hills, Ml 48326 +1 248.622.4035 Florida 12906 Tampa Oaks Blvd. Suite 150 Tampa, FL 33637 +1 813.466.3310 www.fieldstoneae.com I/ 9k C 9k P 9k C 0 LLI w 0 LLI cc 00 r- t-- CC) M (D (D �! R no 00 5. r- M CC (- c,n N lilt// \01%til L 00 1 DRAWN BY: I FAE No. 86 VERSION:5:0:] EET NAmE U TI �F NDATI )NJ PLAN SLAB PL SLJ (�B .10 F XORIV SHEET # *'*0 N S1.11 At. FIRST FLOOR WALLMEADER PLAN - ELEV. "I" SCALE: 1/4'=V-O' NOTES: 1. REFER TO DWG SO,I FOR GENERAL STRUCTURAL NOTES O2O Fieldstone C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEER 29349 O IBRAHEM ELAYEB, R� P.E.# 91476 ■ BENJAMIN NIESE, PE P.E.# 86025 05/30/2024 . DATE UNM AND BOND BEAM LEGEND 1. BOND BEAM IS TO BE 8' 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 174" 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 F = FILLED WITH GROUT / U = UNFILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY $Fi 6-1 B/1 }T }L ` QUANTITY OF #5 REBAR AT TOP L NOMINAL HEIGHT NOMINAL WIDTH #5 REBAR AT TOP MIN. (1) REQ'D a 1-1/7 CLEAR 3 CMU a0w GROUT tO Z x #5 REBAR AT BOTTOM rO OF LINTEL CAVITY BOTTOM REINFORCING PROVIDED IN LINTEL (VARIES) 7-5/8" ACTUAL 8" NOMINAL HEIGHT s oo 0.8 E OF .F(ORION •' ?� AL E? `� `• I € m5�%Srb ° 2€E'd E aB:3°rYEoo pOeo' �5ia•'23alim`�E Ea • a. g F2 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 F- -1 L_ J I I DRAWN BY: I FAE I I VERSION: 5.0 SHEET NAME WALL/HEADER PLAN SHEET # S2.1 (2) ROOF FRAMING PLAN ELEV. 11111 SCALE: 1/ -I Ar NOTES: 1. REFER TO DWG SO.1 FOR GENERAL STRUCTURAL NOTES 2. REFER TO DETAILS ON DWG 54.1 FOR ROOF SHEATHING REQUIREMENTS 6 W/ (I2)16D. E PLY: SCAB 54.1. J/ (22)0.148'X7-1/2' & 5/8' ATR :D & EPDXIED TO CMU WALL W/ 2' EMBED �00O Fieldstone C.O.A.# ARCHITECUREo,-.-- AA26002802 C.O.E.# ENGINEERI 29349 O IBRAHEM ELAYEB, P.E.# 91476 ■ BENJAMIN NIESE, PE P.E.# 86025 05/30/2024 DATE TRUSS NOTES UNLESS OTHERWISE NOTED ON PLANS: 1. ALL TRUSS STRAPS TO MASONRY ARE TO BE META16. 2. ALL TRUSS STRAPS TO WOOD TO BE SIMPSON H10K WHEN INSTALLED ON EXTERIOR WALLS SHALL BE CONNECTED THROUGH EXTERIOR SHEATHING. (2) H2.SA TO BE USED TO MULTI -PLY TRUSS, (1) EACH SIDE w/8d NAILS MIN. SIMPSON H2.SA MAY BE USED ON JACK TRUSSES ON THE EXTERIOR OF THE WALL w/8d MIN. 3. ILO TYP METAL TRUSS CONNECTORS, FRAME SCREWS MAY BE USED Al 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) SDWC156DD SCREW FROM TOP PLATES TO JACK TRUSSES 4. FOR DBL TWIST STRAP TRUSS CONNECTIONS(LTS/MTS/HTS) REFER TO DETAIL RSO 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 UPLIFTMTERAL LOADS IMPOSED. IF ANY TRUSS CONNECTOR SHOWN IN THESE DRAWINGS CAPACITY HAS BEEN EXCEEDED, THE TRUSS MANUFACTURER SHALL NOTIFY THE ENGINEER OF RECORD IMMEDIATELY ♦ I � No. 86�2�li/ll— STATE OF j°40RID . • ��� G sis��NAL _ o6Emh a ffi;3 .sa a6o$$as �'� o aE-�E€abe 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 Z W vt O � 10 ''� Q �] M Qp¢ LU W y w � O O O = Ucc Q �x x ° F �a r DRAWN BY: I FAE VERSION: 5.0 SHEET NAME ROOF FRAMING PLAN 1 J SHEET # �S3.1 J STRUCTURAL SHEATHING, SEE PLAN AND DETAILS FOR ATTACHM PRE-ENGINEERED 1112, WOOD TRUSSES AT 24' D.C. MAX. 7 M NT , OR, 2x RIBBON BOARD 2x BLOCKING AT 'ATTACHED TO TRUS S SHEATHING EDGES (3) W/ �3) 1 Od NAILS, 24" SS 8d NAILS INTO TRUSS D.C. CENTER MAX. CONTINUOUS SPACING 'No STRUCTURAL SHEATHING CONTINUOUS STRUCTURAL CAL IG NAIL PER TYPICAL NAIL R TYP' r., SHEATHIN T. 1 TYP SHEATHINGDE TYPICAL SHEATHING DETAIL 'A TYPICAL TRUSS T-YPICAL TRUSS ANCHOR PER PLAN DETAILAT TRUSS HEEL !_IWJ ANCHORPERPLAN Rom REFER TO ARCHITECTURAL DRAWINGS AND/OR TRUSS MANUFACTURER DRAWINGS SPECIFIC TRUSS PROFILE INFORMATION. (i.e. HEEL HEIGHTS, SLOPE, OVERHANGS) STRUCTURAL SHEATHING, SEE PLAN AND DETAILS FOR ATTACHMENT PRE-ENGINEERED WOOD TRUSSES AT 24' D.C. MAX. TRUSS ANCHOR PER PLAN ALL TRUSS ENDS ARE TO BE SECURED TO THE EXT. WALL BELOW USING ONE OF THE BELOW METHODS. ONE FULL OPTION MUST BE USED FOR CONTINUOUS LOAD PATH, INSTALL TYPICAL TRUSS CONNECTOR THROUGH OCT SHEATHING INTO DOUBLE TOP PLATES. EXr. SHEATH NO IS CONTINUOUS AND WILL TRANSFER COMBINED SHEAR & UPLIFT. b, INSTALL TYPICAL TRUSS CONNECTOR FROM TRUSS TO TOP PLATE 0 INSIDE OF THE WALL. ADDMONALLY INSTAU_LTS12 P PLATE-TOSTUD CONNECTORS@ EA STUD. EXT. SHEATHING IS CONTINUOUS AND WILL TRANSFER COMBINED SHEAR & UPUFr. C, INSTALL TYPICAL TRUSS SCREW$ FROM TRUSS TO TOP PLATE, EXT SHEATHING IS CONTINUOUS AND WILL TRANSFER COMBINED SHEAR & UPLIFT. 22 1/2' &-550 P71 3 OW TRUSS OR A��T SDWC15600 T (D OVERHANG OVERHANG P M = ER PLAN PER PLAN 1/2"-1 3/4' SINGLE SDWV'--. CONFIGURATION A SINGLE 80NO'CONIFIGURATION 0 (TRUSS OFFSET FROM STUD) (TRUSS ALIGNED WITH STUD) INSTALL THROUGH TOP PLATE INSTALL THROUGH TOP PLATE INTO TRUSS/RAFTER INTO TRUSSIRAFTER VALLEY SET TRUSSES (P 24- D.C. VALLEY SET MIN 9'LONG20 TRUSSESO GA 'FLAT 2 LWO. C. w/ (8)1 Sd SHEATHING SHEAT14ING PER PLAN PER PLAN ?X4 BLOCKING UNDEF TRUSS ENDS,NAILTO LJ(I) SDWC1SSOO TRUSS CHORDS .1 (3) 106 EA. TRUSS SCREW END. TO EVERY �_� OR TRUSS BELOW VALLEY SET TRUSSES (9 24" O.C. SHEATHING PER PLAN Tj] \3� 112�1' 1/2-7/ir PURLIN 9 EA. VALLEY IA.CIA,ISEE ARCH DWGS) SHEATHING MAIL PER 3/4 -1 1/4' 1 .�1. TYPICAL SHEATHING DIETAIL Oil DOUBLE SDWC: DOUBLE 8DWC CONFIGURATION B DWOLIBLE SDI COMFI 0 TRUSS, NAIL TO COMMON BOND BEAM 3/4' TRUSS .1 (3) 16d GUN NAILS PER PLAN DETAIL AT TYPICAL TRUSS w/ H� 20'-2 20'-25' CONFIGUItATION A (TRUSS OFFSET FROM STUD) INSTALLED THR H DETAIL AT TYPICAL TRLI� (TRUSS ALIGNED WITH STUD) INSTALL THROUGH TOP PLATE INTO TRUSS/RAFTER INTO P BOTTOM CHORD OF VALLEY 1/2"y L all 22 1/2' TE ON 2212, m__ - TRUSS NAILED TO PURLIN w/ .1 HEEL 91/4, OPTIMAL OPTIMAL P INSTALL THROUGH TOP TRUSS/RAFTER Eg-lillm me LATE INTO TRUSS/RAFTER hiqR5V1P% 10d GUN MAIL C& S' D.C. W TRUSS ON MASONRY 11/01/2023 (��)WF TRUSS ON FRAMING 11101 TRUSWM TO DOUBLE TOP PLATE SCREW CONNECTIONS 11/01/2023 TRUSS KIP SET 00 FWE 11101/2023 M2 23 R 3 Ru. NOT TO SCALE nl (F NO;TO SCALE R 10 RVAV-02D RIAW-030 RWG-060 2X4 BLOCKING AT 2'-0' STRUCTURAL SHEATHING, 0 C. .1 (2) 12d TOENAILS (SEE PLAN FOR EA. END TO TRUSS ATTACHMENT) PRE-ENGINEERED PLA BOND SBCEHAEMDPLA TRUSSES AT 24'0.C. IN AND E SHEATHING PER PLAN 8'CMUWALL.SEE PLAN FOR VERT. REINF. META16 AT BLOCKING E:�\#&L BRAQNG @ NWBRG, EXT. WAL PON-SHEM) 11101/2023 �-W_ R;Z--oo STRUCTURAL SHEATHING PER PLAN PRE-ENGINEERED TRUSSES AT 24'O.C. TRUSS STRAP PER PLAN NMI 9: rEARLIOR INT:F I.OR t?§ UW L T w H HINGPERPLAN SEE PLAN FOR IBM VERT. REINI. BRACING @ PERPENDICULAR BRIG. WALL NON-SHER 11/0112023 K::�/NO; ;0 SCALE "C' - 10% r_�:i HOUSE WIDTH 2 x RIDG—E GABILEEMD BOSTON HIP REFER TO ARCHITECTURAL DRAWINGS NGS STRUCTURAL SHEATHING AND/O TRUSS MANUFACTURER SEE PLAN AND DETAILS DRAWINGS FOR SPECIR TRUSS FOR ATTACHMENT PROFILE INFORMATION. (i.e. HEEL HEIGHTS, SLOPE, OVERHANGS) PRE-ENGINEERED WOOD TRUSSES AT 24'O.C. MAX. OR - 2x BLOCKING AT 2x RIBBON BOARD SHEATHING EDGE$ ./ (3) Sd 'ATTACHED TO TRUSS %vt NAILS INTO TRUSS C (3) 1 Od NAILS, 24- O.C. CONTINUOUS STRUCTURAL CENTER MAX. SPACING SHEATHING NAIL PER CONTINUOUS AL TYPICAL SHEATHING DETAIL STRUCTUZRAL ING NALL . SHEATHING NAIL PER FRAMING PER PLAN TYP'( AIL TYPICAL SHEATHING DETAIL FRAMING PER PLAN I DETAIL AT TRUSS HEEL � 9 114' STRUCTURAL SHEATHING ' SEE PLAN AND DETAILS FOR ATTACHMENT PRE-ENGINEERED WOOD e.Z�NNGU.US TRUSSES AT 24'O.C. MAX. TRUSS ANCHOR PER PLAN FRAMING PER PLAN FASCIA, (SEE ARCH DWGS) STRUCTURAL 4*14*��4*-14* + 14- "_I ". 114-4 3' +/_ 114' TRUSS OR RAFTER TRUSS OR RAFTER TRUSS OR RAFTER (2) SDWC1 56M (2)SOWC156MOO J2) SDWC1560-WO (z) OVER G OVERHANG OVEAHLA14G HAN 1 LAN PER PLAN PER PLAN1?j PER PLAN CONTINUOUS A CONT. 2X4 (MIN ') �/ STRUCTURAL (2) 10d NAILS SHEATHING PER PLAN STRUCTURAL SHEATHING, SEE PLAN FOR ATTACHMENT 2X4 OUTRIGGER AT 24' D.C. REDD AT 'g�� OVERHANGS GREATER THAN 15 Fr 0 1 (2) A35 C@ Ek ATTACH TO GABLE DROPPED TOP CHORD OUTRIGGER TO .10d TOENA STO W/ D.C. TRU: TYP TRUSS CONNECTOR PER PLAN TRUSS wl (3)1 Dd TOP PLATE HORIZONTAL BRACE, TOENAILS ONE EA. SIDE STRUCTURAL EA ' WALL FRAMING ALONG TOP PLATE SHEATHING PER PLAN DROPPED TOP GABLE w/ OUMGGERS PER PLAN WOOD 2X4 BLOCIUNG 9 CONT. 2X4 (MIN.) w/ REO'D AT 170 MPH OR GREATER EDGE NAILING SHEATHING EDGE (2� 10d NAILS IN LIEU OF BLOCKING AND / (2) 10d (9 EA. EDGE NAILING SHOWN ENDTOADJACENT 2X4 LADDER FRAMING AT WITHIN THE GABLE, IT IS TRUSS WEB 24'O.C. REO'D AT ACCEPTABLE TO USE (OR BOTTOM NG OVERHANGS UP TO 15. 'EDGE NAIL SPACING TO CHORD NAILI ATTACH TO TRUSS TOP BOTTOM CHORD OF TRUSS ASSHOWN) CHORD W/ (2) 1 Sd NAILS TO TRANSFER LOAD. AT 16"O.C. 2X4 BLOCW14G @ GABLE TRUSS / TOE -NAIL SHEATHINGEDGE./ VERTICAL WEBS AS EDGE NAILING (2) lod q EA. END NOTED IN THE SHEATHING I TO ADJACENT STUD FRAMING SHEET SPLICED SHEATHI TRUSS NOTES (3) 1 Od NAILS(@ (3) 1 Od NAILS 9 -,TRUSS OZ EA`,TRUSS NAIL BOTTOM CHORD OF GABLE TRUSS w/ 1 2d'eAT4'O.C. MASO PLAN F To'. ATT AA MIOOD) rA.H. END TRUSS BRACING DErAIL 'X' - 10% HOUSE WIDTH 'x, - '0% HOUSE WIDTH (1 2 3 7 2 < RIDGE�t RIDGE GABLE HIP BLOCKING AS REQUIRED FORB CINGIBYFRUSS MANUFACTURER. ------------ BRACINGPERTRUSS MANUFACTURER A -A I (I e. BSCI RECrMTS) I PERMANENITTRUSS BRACING PER TRUSS MANUFACTURER a I O.-Ir MAX. SPACING. (1) ADDITIONAL FLAT 2X4 WITH BLOCIONG EXTENDING A MIN. OF (3) TRUSS SAYS PLACED BETWEEN PERMANENT TRUSS BRACING PROVIDE 2X8 PT PLATE W/ 112"DIA. x 1 (RESULTING IN 5'-CY MAX. OV ERALL BRACING) NCH R BOLTS 9 4 01 D.C. A A 0 NCHOR BOLTS 0 4' _Om 0 C MAX w/ 3 L W S 0 r PIL WASHERS AND r EMBED NOTCH HORIZONTAL 2x ASONRY HORIZONTAL 2. BLOCKING OVER PLATE. BLOCKING BETWEEN MASONRY WALL, BOND BEAM, UNZEL BEAM. FIRST 3 BAYS OF OR RAKED BEAM PER PLAN. FOR RAKED FRAMING TO BEAM (-W VAULTED CONDITION, SEE PLAN PERMANENT BRACING STRUCTURAL SHEATHIN AND DETAIL. W, 1 Od @ 4- D.C. CONT. TYP TRUSS CONNECTOR PER PLAN STRUCTURAL SHEATHING PER PLAN AI E SEE REQUIRED (REOD AT 170MPH OR GREeTER) BRACI NG PER TRUSS MANUFACTURER STRUCTURAL CONT I, FASCIA PER" S.EATHIN.PER. AF PRE-ENG .0 TRU= >< 2'-T D.C. MAX 2x BLOCKING TOENALED, 3 TRUSS BAYS BACK FROM GABLE END STRUCTURAL IXI El SHEATHING PER PLAN H2.5A @ EA. OVER FRAMED TRUSS ROOF SHEATHING NAILS ROOF FASTENING ZONES 1 1 2 3 SHINGLE: 7/16' SPAN RATED SHEATHING Bd RING PANEL EDGES 9 SUPPORTS (1) 61 O.C. 61 D.C. 4'0�C. OR SHANK TILE: 15/32' SPAN RATED SHEATHING 0.113'. 2-3/8' OR PANEL FIELD (1) 6'O.C. 61 O.C. METAL: 1513T SPAN RATED SHEATHING SHEATHING PER PLAN BETWEEN TRUSSES / ON RY TRUSS ANCHOR NAJ NG DMIMMAIrds _//M EA. END B'CMU WALL,OR LINTEL, SEE PLAN FOR RE NFORCEMENT H2SA @EA. jjIMMOVERIAMED TRUSS `DG TRUSS TIE PER PLAN U LONG SIDE OF SHEATHING FRAMING PER PLAN NOTES: ER PLAN I TO BE PERPENDICULAR TO TRUSSES OR RAFTERS -TYPICAL. 2� EDGE SPACING ALSO APPLfES OVER GABLE END WALLS OR TRUSSES. SHEATHING, SEE PLAN 3. FASTENING ZONES 2 AND 3 ARE EQUAL TO 10% OF TOTAL HOUSE WIDTH, DIMENSiON'r OFFSET FROM ROOF EDGE. FOR ATTACHMENT WOOD 30'WIDE HOUSE = V ZONE, 49 WIDE HOUSE � 4'ZONE, SO WIDE HOUSE = 5- ZONE, 601 WIDE HOUSE = T ZONE R20B MWED GW END DUAL MOD (11/30/2023) Sp RWG-2021j�;�49) W_� �SIEATNIING ATTACHMENT DIAGRAM (MAXIMUM OF 150 MPH EXP C) 11/01 /2023 RZ110 R=090 STRUCTURAL SHEATHINGPERPLAIN TYP TRUSS CONNECTOR CONT. 2X4 / (2) PER PLAN 12d NAILS SEE REQUIRED BRACING PER TRUSS MANUFACTURER ALT. OUTILOOKER F"INGI (REO'D AT CONT. ?X4 / (2) 12d NAILS STRUCTURAL SHEATHING PRE-ENGINEERED WOOD TRUSSES AT TV D.C. MAX. FASCIA -\ (SEE ARCH. DWG.) DUTCH HIP TRUSS BRACING DERIL I 2X4 LADDER FRAMING AT 24" 2X4 BLOCKING AT DIAGONALS ONLY. ATTACH AT EA. END W/ R D.C. REO'D AT OVE 7, S (2) 12d TOENAILS. MAIL SHEATHING TO BLOCKING AT 6- D.C. NG A_, HTO GREATER THAN 12' 1 7AC / .1 MIN. Sd NAILS. SLOCK4 BAYS BACK FROM GABLE TRUSS, T SS , 12, RU TOP CHORD w (2) 1 Sd WHEN SECOND BRACE IS REQUIRED, NAILS AT 24'O.C. NAIL TO OPPOSITE SIDE OF BLOCKING. STRUCTURAL 1. AT VERTICALS T-6"TO &-6'USE ONE 2X4'LBACK SHEATHING. PER LAN 2. AT VERTICALS OVER V-6- TO 8'4� USE (2) 2X4 -L' BACKS (1 SIDE) (OR FRAME PER CASE 3 BELOW). 3. AT VERTICALS OVER &.4' TO 13'-O'USE ONE 2X4'LBACK AND AN ADDITIONAL DIAGONAL BRACE IS REQUIRED AT THE PEAK AND AT EVERY OTHER VERTICAL MEMBER IN THIS RANGE. ATTACH THE DIAGONAL AT MID. HEIGHT AND TO THE BLOCKING BELOW THE ROOF SHEATHING .1 (5) 12d's AT EA. END. IN ADDITION TO THE SECOND DIAGONAL, A SEE PLAN FOR STRONGBACK IS ALSO REQUIRED AT THESE VERTICALS AND ATTACHMENT OF MUST BE ATTACHED TO EA.'U BACK NTH (2) 12ft AND ONE ALL STRUCTURAL SIMPSON HS OR ONE USP PITS CONNECTOR. SHEATHING. SH., SIDE NAIL ALL �1 SACKS AND TRONGBACKS .1 12d's AT 61 BLOCKING O.C. NOTCH -L'BACKS AT TOPAND BOTTOM. PRE�ENGITNEERED WOOD - TRUSS ANCHOR TRUS ES A T-O"O.C. MAX. PER PLAN - CMU WALL PER PLAN FASCIA (SEE ARCH. SHEATHING PER PLAN _j DRAWING& 7 TRUSS ANCHOR PER PLAN FRAMING PER PLAN PARTIAL WOOD BEARING A Hl� 11101/2023 (.11. R=00 T —ONRY 2X BLOCKING TOENAILED THREE TRUSS BAYS BACK FROM GABLE END 2X4 PURUN @ STRUCTURAL SHEATHING EA EA VALLEY P PER PLAN TRUSS. NAIL TO U TR BOTTOM CORD OF VALUET N�Al COMMON OM - D TRUSS NAILED TR US S TRUSS W/ (3) GU IN TO PURUN .1 10d IN NAIL 16 d N�M A 16d NAJLS ..00 CONT. 2x FASCIA PER ARCHS W/ NAILS 6 SI!�12d 2. D.C. MAX H 5A (L 7�� PRE ENGINEERED WOOD TRUSSES AT 2`0' D.C. MM CONTINUOUS SHEATHING EDGE NAILING BRAC r PER PLAN @ EA H'OAr@ EJA END I (2) SDWC AN: F SCREWS WO)OD EF - PX4 , 7_ TRU TOP PLATES TO D.C. MAX TRUSS @ 16. FRAMING 0. C., (1) EA PLY PER SHEATHING PLAN PER PLAN TYP. M END DEWL (MOD) 11/30/2023 R OC RWG-203 (RB449) 0 E is t E E & E Michigan 3400 Auburn Rd Suite 200 Auburn Hills, MI 48326 +1 248.622.4035 Florida 12906 Tampa Oaks Blvd. Suite 150 Tampa, FL 33637 +1 813.466.3310 www.Tieidsioneae.com �c 0 '0 Z U, LU 0 U LU Cl) c, cc 0, ED F 7 OR D I= 2 NOI �U "FOROMMSTL��IONW 1.110— MM FLY 11— — CO-0. OF E OR M—M OF REOORD FOR � R13 .. 71101 SW REPAIR 0@0 Fieldstone _j C.O.A.# ARCHITECURE: RAWN BY: FAE AA26002802 C.O.E.# ENGINEERI No. 8 VERSION: 29349 = * SHEET NAME 13 IBRAHEM ELAYEB, E DETAILS P.E.# 91476 Af ROOF 0 BENJAMIN NIESE, PE OF 4 ,Q oo SHEET # P.E.# 86025 ..XOR10 N,+ % 05/30/2024 S4.1 DATE 2X6 SP #2 SCABS (SIDE -BY -SIDE) ATTACHED TO TRUSS WITH (3) 1OD'S 0 TOP AND BOTTOM. PRE-ENGINEERED SCABS REOUIRED FOR FULL WOOD TRUSSES CONNECTION NAIUNG. AT 2'-W D.C. FASCIA (SEE ARCH. DWG.) MAX� SHEATHING PER PU HOLD DOWN W ANC OR BOLT PER PLAN TRUSS TO SCALE 2X6 SP #2 SCAB, FULL HEIGHT ATTACHED TO TRUSS WITH (2) 1 NAILS @ 3- O.C. , MIN 2x6 VERT. TRUSS WEB REQUIRED HOLD DOWN ANCHOR SOLT PER PLAN BOND BEAM OR UNTEL PER PLAN 2W LONG ZK SP #2 SCAB, (2) 10d NAILS 0 3- O.C., APPLIED TO ALL TRUSS WEBS AND CHORD, MATCH DEPTHS OF EXISTING TRUSS MEMBERS 11/01/2023 R�M-140 PRE-ENG. TRUSS PER I PRE-ENG. TRUSS MANUF MANUF STRAP PER PLAN, ONE EA SIDE OF TOP PLATES, PRE-ENG. TRUSS PER MANUR WRAP AROUND TOP STRAP PER PLAN PLATES. (2) 2x-TOP PLATE (2) 2X-TOP PLATE STRAP PER PLAN SIMPSON SPH STUD PLATE FULL HEIGHT STUD (2) 2x - TOP PLATE TIE .1 (12) 0.148W -1/2' COL PER PLAN, NAILS, SIZE TO MATCH STUD EXCEPT MIN. COL. FULL HEIG14T STUDS PER PLAN SIZE. ONE EA PLY OF PLY COUNT TO COLUMN PER PLAN. MATCH TRUSS PLY 11.1-0. FULL HEIGHT STUD: ALT 48' LONG COUNT +1 2WERTICAL SCAB MATCHING COL NOTE: ENSURE NAILING IS NOT FULL HEIGHT STUDS PER ONE STRAP EA SIDE OF DEPTH /(2) ROWS OF 16d NAILS @ 6' INSTALLED IN AREAS WHERE PLAN WALL DFECT TO STUD O.C. STAGGER ROWS 3' STRAPPING IS OVERLAPPING BOTH STRAPS ON ONE STRAP EA SIDE OF WALL INTERIOR SIDE 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 REO'D FOR PROPER STRAP ATTACHMENT PER DETAIL INTENT. MX GIRDER TRUSS TWIST STRAP INSTALLATION 03/27/2023 K::�/NO�TO SCALE R=`sOl '000 Fieldstone 0 C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERINq.—,- 29349 13 IBRAHEM ELAYEB, PE- P.E.# 91476 E BENJAMIN NIESE, PE P.E.# 86025 05/30/2024 DATE F- /—/ of I L :;—t' No. 8 Alf E OF ' t2ttz� E a T� ge, -Z. I -6 '2 b 'E E 2 Michigan 3400 Auburn Rd Suite 200 Auburn Hills, Ml 48326 +1 248.622.4035 Florida 12906 Tampa Oaks Blvd. Suite 150 Tampa, FIL 33637 +1 813.466.3310 www.fieldstoneae.com w -j LU V) LU cr 0 r4 00 (0 -1 [DRAWN BY: I FAE I VERSION: 5.0] SHEET NAME DETAILS - ROOF SHEET # S4.1.1 EXTERIOR WALL SHEATHING SHEATH ING NAL PANELEDGE FIELD BLOCKING REQUIRED (MIN.) SIZIE I NAILING SPACING REQUIRED 7/16" SHEATHING - 3'0.C. I 12'O.C. ALLEDGES PANELEDGENAILING NOTE: PROVIDEBLOCKING AT ALL SHEATHING EDGE$ S AF � 7 STRUCTURAL SHEATHING SINGLE NAIL EDGE SPACING] 1/2S DOUBLE NAIL ED E SPACING STUD SPACING 2X4 BLOCKING PER PLAN SHEATHING SPLICE - SAME NAILING THICKNESS AND STRENGTH AXIS PER PLAN ORIENTATION AS WALL SHEATHING EXTERIOR WALL SHEATHING SHEATHING 1 NAIL ��NEL EDGE FIELD cKING REOUIRED JMIN.� S. . LING PACING IS REQUIRED I 8d 1 3' O.C. 12"O.C. ALLEDGES SH7"6'., EATHI S STRUCTURAL SHEATHING 318' FIELDNAIUNG, SINGLE N IL [1EDGE SPACING PANELEDGE NAILING INT. FINISH WOOD BUCK ATTACHMENT: ALTERNATE: '.. P.T.BUCKTO 2KORGREATERB"M 1xWOOD MASONRY MASONRY Ix P.T. BUCK MATCH FRAME WIDTH, BUILT-UP THICKNESS . 2 ATTACH �/r NAILS @ 4" 1/4— 1/4wx4'MASONRY ATTACH FROM ENDS AND 12'0.C. SCREWS @ 4' FROM ENDS WINDOW PER REMAINDER. ATTACH AND 12'0.C. REMAINDER. FLORIDA WINDOW THRU BUCK INTO /1 1/4"EMBEDMENT PRODUCT MASONRY PER FLORIDA RRIGOAL PRODUCT APPROVAL PhVI%R ELEVATION S' 12/17/2021 ,�)TYPICAL MNWW ATTACHMEW DETAIL i4 Ts. W3; 140 WOOD BUCK ATTACHMENT: INT. FINISH 2X OR GREATER SLICI(TO MASONRY 1xWOOD BUILT-UP THICKNESS < 2 1/4' = 1/4x4' 2x P.T. BUCK MASONRY SCREWS C& 4� FROM ENDS AND 12'0 C. REMAINDER./ 1 1/4' ATTACH DOOR PER EMBEDMENT FLORIDA PRODUCT tpE APPROVAL ALTERNATE: IxCUSTOM PTBUCKTO MASON MATCH FRAME WIDTH, ATTACH w/ BRICK 'K 01" A] N LS C& 4' FROM ENDS AND 12' D.C. MOLD 1 FINISH R grL ELEVATION REMAINDER. ATTACH DOOR THRU BUICK INTO MASONRY PER FLORIDA PRODUCT APPROVAL -'\TYPICAL SHEATHING DERIL 11/01/2023 END SHEATHING DETAIL 11101/2023 7TYPICALDWOOR ATTACHMENT DETAIL 11/01/2023 _f W02 qV - _jCAL WGW-010 NOT TO SCALE W�� 020 Wa; 150 EYE— - COMMON WALL, ITYP.) 8 x 8 x 16 CMU TOPND BEAM WEAVE BLOCK COURSES E�VEMI ER PLAN OTHER BLOCK (rYP.) C& EVERY BLOCK TEE INTERSECTION REBAR PER -3 PLAN [lie TYPICAL CMU INTEFISECTION DETAIL 11/01/2023 WGM-182 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" . 5' CLEAN OUT AT ALL FILLED CELLS SEE FOUNDATION PLAN AND DETAILS FOR FOOTING REINFORCING. ROLUGH OPENING .ff_OW PRECAST UNTELS FILLED WITH GROUT MITER LINTELS BY FIELD CUTTING #5 REBAR IN VERTICAL GROUT FILLED CELL #SCORNER DOWELS INSIDE AND OLFTSIDE OF VERTICAL #5 BAR AS SHOWN REINFORCED RUED CELL DETAIL 11101/2023 &0 �DEG. CMMNRDErAIL w/ CMUMN BEL 2/28/2022 wi I.— - E�1407` TO SCALE WGM-190 W�;-250 EXIERIOR CMU WALL GARAGE DOOR AND TRACK INS LUED PER TA MANUFACTURERS SPECIFICATIONS. - — 2X6 WOOD BUCK ANCHORED TO CMU -/ 1/2'. 6"L* BOLTS OR 5/8' x 6* SIMPSON TITEN HD'S * 2' WASHERS AT 24" STRUCTURAL SHEATHING. STRUCTURAL SHEATHING. REFER REFER TO STRUCTURAL SHEETS TO STRUCTURAL SHEETS FOR FOR NAILING & OTHER RED. NAILING & OTHER RED. INSULAT10N AS PER SPEC. INSULATION AS PER SPEC PRE-ENGINEERED ROOF TRUSSES. PRE-ENGINEERED ROOF TRUSSES. REFER TO TRUSS MANUF. DWGS 12 PM. REFER TO TRUSS MANUR DWG ASPHALT ROOF SHINGLE ' E Z;V. ASPHALT ROOF SHINGLE (OR TILE PER SPEC.) (OR TILE PER SPEC.) TRUSS STRAP PER STRUCT. DETAILS T LISS STRAPPER SR TRUCT. DETAILS FASCIA PER COMMUNITY SPEC. FASCIA PER COMMUNITY PEC. SOFFIT & OVERHANG SOFFIT & OVERHANG PER SPEC. PER SPEC. BOND BEAM PER PLAN BOND BEAM PER PLAN PRECAST LINTEL PER PLAN OPENING / PRECAST LEL PER PLAN SEE STRUCT. FOR :E ALL REINF . REG, STRUCT. FOR ALL REINF. RED. INTERIOR EXTERIOR INTERIOR EXTERIOR SEE STRUCT. DETAILS SEE STRUCT. DETAILS F VARIATIONS FOR VARIATIONS OR 109-0" FIN. FL V. -0' FIN. FL. IN.' FINISHED GRADE FINISHED GRADE ON mC MONOLITHIC FND., SEE T.UCTURAL DETAILS FOR WIDTH, DEPTH & REINF. RED. MONOLITHIC FND., SEE S rT TRUCTURAL DETAILS FOR WIDTH, DEPTH, & REINF. RED. E)7 TYPICAL 1 STMY WALI. SECWN TVICALL 1 IFTOW" WALL SECMN 11/01/2023 11/01/2023 S02 wz�-;i 0 WSM-020 D.C. & WITHIN 6"OF TOP AND FRAMETOBLICK] BOTTOM, OR 12) ROWS OF 1/4' To MASO .3 NRY I- MASONRY SCREWS @ 12' O.0 . STAGGER ROWS 6' EXTERIOR CMU WALL CH 1/4'DRIVE-IN ANCHOR OR GARAGE DOOR AND TRACK, INSTALLED PER MANUFACTURERS % SPECIFICATIONS. FEMBED I/? x 2 1/4'HILTI SLEEVE I Ir x 2 ANCH ANCHOR OR EOUAL MIN. 1 1/2' INTO MASONRY (1) PER ETD IMASONRY BRACKET �DLIW�IEMRAITAIIIW. �1110112.23 \,__/NOT TO SCALE WGM-160 1000 Fieldstone 0 C.O.A.# AIRCHITECURE: AA26002802 C.O.E.# ENGtNEERING: 29349 13 IBRAHEM ELAYEB, P�_ RE.# 91476 0 BENJAMIN NIESE, PE P.E.# 86025 05/30/2024 DATE S1 r�ATE O�4 III, x .26 t "E Michigan 3400 Auburn Rd Suite 200 Auburn Hills, Ml 48326 +1 248.622.4035 Florida 12906 Tampa Oaks Blvd. Suite 150 Tampa, FL 33637 +1 813.466.3310 www.fieldstoneae.com ZA 0 Z LU all 0 C) :�'-: < i:� 0 17- U w W) cc fq 0 00 w en 0 f- -I DRAWN BY: I FAE VERSION: 5.0] SHEET NAME DETAILS WALL SHEET * S4.2 PRECAST LINTEL GRAVITY LOAD TABLE x4.21 LOADS LISTED HAVE BEEN CALCULATED OR COMPILED FROM APPROVED MANUFACTURERS: CAST-CRErE, LOTTS CONCRETE, CIUAUTYPRECASTCO. MAXIMUM LOAD (PLF) APPROX. LNTELLENGTH MAX. CLEAR OPENING TYPE A 8"LINTEL 8" TYPE B 8"IYPEC 12" TYPE B lrTYPEC 14" TYPE B'• 14"TWEC- 16' TYPE B 1r TYPEC 20' TYPE B 2WTYVEC 24'TYPEC 24' TYPESft!95O2 37' TYPE B 3r TYPEt z 10, 1'6' 2231 3069 3719 3280 5163 6507 SD54 10000 3068 46D5 Sm6 6713 7547 wit300003'6"Z 2" 2231 3059 3719 3290 5163 6607 OD54 100DO 3059 am sm6 611a 7547 1074 10000 1783 2561 2751 3280 3820 48W 5961 8107 2551 4605 5206 SUB 7547 W74 10000 101100 4' 6" 32' 1343 1969 2110 2992 2981 3756 1 4576 5400 6224 4375 5206 6113 71/19.. 8672.. 1000D 4' a" 3 4' 1217 1349 1438 1716 1999 2560 3232 3686 4249 13119 3490 4w 5365 AM SS17 7074 am 5'4' 4.0' 1006 1349 1439 1716 1999 2560 3132 3696 4649 ' 1 am 4567 5365 4766 917 7074 amp 5l0 4'6" 860 1105 1173 1600 1631 2D90 2549 3DO9 3470 1305 2622 4242 43M 3942:. '4189 5917 "a V 6' S 2' 710 1232 2177 3736 3430 3031 3707 4383 S061 12U 2177 2731 1 3410 5381 1 Saw : am r 6" e r 570 991 1729INA 2632 2205 2699 3191 3695 191 1729 2832 MISS U61. 4742 55M 8' 4" 110, INS 699 136G 1626 2564 BIBS 2818 3302 699 1245 MIS 2564 3N6 29" 3387 9147 go, 416 699 1160 1625 2564 3496 28]e 3302 a" ]245 1943 25" 3H6 2*4 3387 10' 6 g 2" 354 535 B90 1247 M93 2777 2163 2536 S3S 3054 1533 I 2093 2781 2259 m15 11'4" l00" 315 567 aw N/A 1 1366 1846 2423 3127 4006 567 so N A L356. 246 2423 $227 41006 12'Cr lea, 292 525 873 N/A 1254 1684 2193 2805 1 3552 325 873 N/A 1254 1684 2193 2805 35M 12'W 11'2' 277 471 755 N/A 1075 1429 1938 2316 28821 03 755 N/A 1075 1428 I n 2316 21181 13' 4" ]z 0" 255 471 755 N/A 1075 1428 2838 2326 2535 471 755 N/A im 1420 me 2316 2810 14'0' 17811 239 424 706 NIA 1 1002 1326 2697 2127 2278 424 706 N/A low 1323 2597 2127 2630 14'8 131' N/A N A N A N/A N/A N/A N/A NIA N/A A 7a3• A 1234' 14214 1779e.. 2186' 2661' 15'X 14'0' N/A N/A N/A N/A N/A N/A N/A N/A N/A WA 710' N/A 116D' 1331' 1660' 2632* Mw lr C ]e 0' N/A NA A N/A NA A N/A N/A NA A sa- N/A 952• 1117' 1379• 201' 1997' 19,r lvo, N/A NA N/k N/A NA NA NA N/A NA A 420' N/A 7W* S60' 1177' 1415" 1676' 20'0' 188' N/A N/A N/A N A NIA A NIA NIA NIA NIA aW N/A 598' Sty 1114' 1345' 3448' 24' 0' 27 S' N/A __:1 N/A N A N/A N/A N/A N A N!A A 250• N A 45V 650' -M 1090' 12m' • PRESTRESSED •' 8 W/2" RECESS LLLINTELS Type A= Unfilled no Rebar; Type 8 = Continuous Grout, Steel per Plan In Bond Seam Only; Type C = Contlnous Grout.Steel per plan In Bond Ream & Lintel LEGEND Q Bx8 FILLED CELL W/ (1) - #5 REBAR BEAMS FNTIJ 8x8 FILLED CELL W/ (1) - #7 REBAR - HEADER - WIDTH TO MATCH WALL ----- GIRDERS ❑O 8X8 FILLED CELL W/ NO REBAR REOD------------- PLUMBING WALLS (FOR REFERENCE) - -------- --- BEARING/SHEAR WALLS (FOR REFERENCE) � 45° CMU - FILL CELLS W/ #5 REBAR ROOF BLOCKING 1 FILLED CELL W/ #4 REBAR (INN WALL) ® BALLOON FRAMED ❑© 12X12 FILLED CELL W/ #4 REBAR WALLS/HIGHER BEARING WALLS (IN COLUMN) CONCRETE TIE BEAMS EU=V ELEVATION INDICATOR ® PLUMBING PENETRATION FOR six DETAILINDICATOR FRAMING LAYOUT HDR SIZE LINTEL OR WOOD HDR DESIGNATION OPEN SIZE (ALL WOOD HDR'S TO BE (2) PLY U.N.O.) 4 1 )- BRACED WALL LINE FASTENERS ALLOWABLE LOADS CONNECTOR CITY TYPE GRAVITY loll @ 1.0 UPLIFT 0t.) 68 1.6 LATERAL Ibs 16 META16 8 0.148'xl-1/2' .. 14SO F1:340 F2: 770 HETA16 9 0.148'd-IA- - 1810 F F2: 770 (2) META16 10 0.148'x1-1/2' -- 1875 F1: 690 F2:770 (2)AAETA16 14 0.162"x3-1/2" -- 1795 F1.1285 F2: 1080 SO 0.148"x1-lit" __ 1920 FI:680 F2 : 77D 12 0.162'x 4A- -- 2365 F1: 1350 F2 . 1430 tHETA16 8 0.148"xl-1 2" -- 1110 F1:120 F2: 90 4 1 4.1.3 4' CONC SCREW No 2435 6 4"2x4'TITEN 2"SDSSCREW8250 36 0.148" X 31 4' 3460 14 0.148"xi-1 " 9w 28 0.14B"x]- 1 MTS16 1 14 1 0.1411.4- 990 HU210-2 19 1/4". 2 3 4' CONC $CREW 3500 ism0 D.148" x 3" HTS16 32 0.148"d- 2.290 (21 HTSi6 16 0.148'xl- 1310 HTS20 24 0149"xl- 1310 LSTAlZ 10 0. LSTAIB 14 0.148"x2-1 " -- 1235 -- LSTA30 22 0.148"x2-1 " 16Q MSTA24 18 0. 48" 3640 (21 MSTA24 1 36 1 0. lag- X 2 2' 3,280 MSTA36 26 1 0.142" X 2 2' 2.050 i STA36 52 1 0.148" X: 2" a DO 2 MSTC28 36 1 0.148'x3 4' 3460 MSTC52 62 0.148"X3- 4" 4735 MSTAM24 ,14rX ' 1.425 -- 5 MSTAM36 13 0.148" X 3' 1.870 -- 8 4"X214" (21 MSTAM36 26 0.148" X 3" 3740 -- 16 4" X 1 4" MSTCM40 10 4-x2-14-CONC SCREW - 2800 -, 14 D.S48"x3- 4" MGT 22 0.148'Y3' -- 396S F3:775 F : 525 MGT-3 16 0.148"x3" -- 10,790 -. 2 311 VG7R or L 2225 F2: 630 16 1 4'i3" SDS VGTR/L 2 "ATR _ 5S45 F1:6S0 F2: 630 32 1 4'Y3' SDS VGT I "A R 4940 F1: 1385 F2: 590 16 4"x3" SDS (2) VGT 2 5 'ATR _ 7185.2ply 889& F3: 1185 F : S90 32 4"x3" DTT22 1 8 la'ATR 4N3"SDS _ 1825-2x4min 2145 22x4min -- HTT4 1 5 "ATR .. 3630 -- 8 0. 48'x - MTTS 1 "ATR .. 4670 .. 26 0.148'h3` MT75Xr I 5/8'ATR .. 5445 .. 26 SDN10x2-12" ABU44Z 1 5/8" ATR 7570 1900 -- 12 0.162•x3- ABU66Z ] 5 "ATR 18205 2475 -- 12 0.162"x3- " 112.5A 10 0AAl'x2-3/r -- 565 F1.110 F1 110 H10A 18 0.141"xl.1/2' -- 1340 F3:565 F2 : 285 H10A-2 18 0.148'x1-1/2' -- loeo F1.680 F2. 260 HUC48 14 1/4-x2.3/4" CONC SCREW 3SDO 1235 -- 6 0. I48Y3' HUC414 24 1/4'Sr2-34"CONIC SCREW SOBS 2o15 -- 12 0.145"x3' LUS26 4 0.14ON3" 865 1165 SPH4 12 0 148"x1-1/2" -- Side:640 Cent.: 1290 -- OTC dial 4 3/16-x2-3/4" CONC SCREW Fl : 85 F2: 135 2 0.131"x2-1/2" A35 12 0.131"xl-1/2" ._ -- FI:650 F2: 670' SDWC156W 1 SDWC15600 -- 615 F1'130 F2:225 SDWC154SO 1 SDWC15450 295 F2: 150 HTU26 20 0.162'0-1/2' 3200 1250 -- 14 0.148"N3" LGU3.63-SDS I4-X212. 6,720 5555 -- 12 HDUS-SOS2.5 1 7/8-ATR -- 7,870 -- 20 14' X 21 2' SDS HDU31-SOS2.5 1 1' ATR .. 11.175 -- T. 1/4 "X2 2"SDS THD26 20 0.162" x 3" 2940 3240 10 0.148"xl 2' THD28-2 28 0.162" x 3` 4330 4860 -- 16 0.148" x 3" ABBREVIATIONS: AB ANCHOR BOLT EA EACH fNT 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 BUNG BLOCKING EXP EXPANSION NOM NOMINAL BOF BOTTOM OF FOOTING EXT EXTERIOR NTS NOT TO SCALE BOT BOTTOM FD FLOOR DRAIN OC ON CENTER BRG BEARING FDN FOUNDATION OPNG OPENING BTWN BETWEEN FIN FINISH OPP OPPOSITE CANT CANTILEVER FUR FLOOR PEN PLYWOOD EDGE NAILING CL CENTERLINE FN FIELD NAILING PLYWD PLYWOOD CIP CAST IN PLACE Fr FOOT / FEET REINF REINFORCING/REINFORCEMENT CJ CONTROL JOINT GALV GALVANIZED REOD REQUIRED CUR CLEAR GDR GIRDER RO ROUGH OPENING CMU CONCRETE MASONRY UNIT GIRD GRADE SC STUD COLUMN COL COLUMN GWB GYPSUM WALL BOARD SHTG SHEATHING CONC CONCRETE GYP GYPSUM SIM SIMILAR CONT CONTINUOUS HD HOLD DOWN SP SOUTHERN PINE #2 OR BETTER DBL DOUBLE HDR HEADER SPF SPRUCE FIR FIR #1/#2 OR BETTER DIA DIAMETER ILO IN LIEU OF TYP TYPICAL DWG DRAWING IN INCH UNO UNLESS NOTED OTHERWISE 140 WINDSPEED CHARTS 1410 NWH 2O23 FL - C & C Pressures Aso ase'IM-wardAren Gable Rod[ nts hoof Co is wall Co nerd Zane 1 Zme 2 2ate 3 Zane 1 Zane 2 Zone 3 Zane 4 Zane 5 A. 100 SOFT(Glyders) 17.1 -35.3 17.1 -42.7 17.1 -49.0 lA8 -30.3 14.8 -365 14,8 -36.5 311 -34.1 311 -38.0 A<505CIF7 Windows 19.2 -4Q4 19.2 JAB 19.2 -63.9 18.7 -36.0 18.7 -32.7 19.7 -4S.9 32.7 -35.9 32.7 -413 A<10SOFTIFaineers) 24.2 -52.0 24.2 1 -831 M4 -98.6 27.3 .49.0 27.3 -67.5 27.3 -67.5 365 1 -39.7 1 36.5 1 -451A Con oneantsandCladdio Prenum(M) - 2W R. Positive Nuafive Ciltliye Presu2 Pressuant AM u Lid Are-1110 Loft lam 16070 DIM 16 7 112 30.8 -34.4 3D68 w/3010 TR ENDS 3 8 24.0 3A6 -45.1 w 20 TR 4 3 8 24.0 34,6 -37.7 3080 DOOR ENDS 3 8 24,0 34.6 -45.1 255H 4 3 5.25 15.8 35.6 -38.7 BEINGS SGD 4 6 667 40.0 33.4 -36.6 28M DOOR 4 267 667 17.8 3S.3 -3&3 30505H 4 3 5 15.0 35.7 -38.8 305OSH ENDS 3 5 ]5,0 35.7 -47.1 2040SH ENDS 2 4 &O 36.5 -49.0 6089SGD 4 6 8 48.0 1 319 -360 DE901 PRESSURES SHOO ORE MINIMUM ALLOWABLE VALUES VALUES ARE 10 BE INUKASED AS REWREO BY MORE S1RNGENT LOCAL REOURLEENTS O0O Fieldstone C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERIN% 29349 O IBRAHEM ELAYEB, PE P,E.# 91476 ■ BENJAMIN NIESE, PE P.E.# 86025 05/30/2024 DATE 7 No.860 Ip STA RID AL. `�? �♦ E n n e�� u a.° 4 •O c E e n 2 X 5 5 6 w 5 6 >Ttefr86�fr5gg=,"�� g>;do .e6"SQ�s Michigan 3400 Auburn Rd Suite 200 Auburn Hills, MI 48326 + 1 248.622.4035 Florida 12906 Tampa Oaks Blvd. Suite 150 Tampa, FL 33637 4-1 813.466.3310 www.fieldstoneae.com O z fJa M O rn (►� w .a W A Q( ~ O O U ; M N RAWN BY: FAE VERSION: 5.0 SHEET NAME REFERENCE CHARTS SHEET # S5.1 _J