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HomeMy WebLinkAbout37823 Dusty Saddle Ln510 - EISENHOWER CMU Garage Left - Elevation K3 SUET MEX NUMBER: SHEET NAME: NUMBER: SHEET NAME: CS COVER SHEET CS-3 SQUARE FOOTAGE CALCULATIONS F-1,0 FOUNDATION - SLAB PLAN E-LO ELECTRICAL PL4N5 - FIRST FLOOR E-2.0 ELECTRICAL PLANS - SECOND FLOOR A-1.0 FIRST FLOOR PLAN 4-20 SECOND FLOOR PLAN P-O.I PLUMBING RISER DIAGRAM 4-3.2 MISC DETAILS A-33 MISC DETAILS A-34 MISC DETAILS 4-3.30 FRONT / REAR ELEVATIONS K / ROOF PLAN 4-3.31 SIDE ELEVATIONS K A-4.0 BUILDING SECTIONS (HNER,AL NOTES ."E STANDARD GENERAL SPECIFICATIONS FOR AMERICAN HOMES 4 RENT e AMIH V^LO-Mr T. SHALL GOVERN EXCEPT OD!-lED e SJPPLE NTEBY TH F = 4N5 T-5E PLANS HAVE BEEN DESIGNED TO MEET THE REQUIREMENTS OF: 20-3 FLORIDA BUILDING CODE, RESIDENTIAL. BTH EDITION CCCUPANCY: SINGLE FAMILY RESIDENTIAL CEILING CONSTRUCTION: I. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN V, INCH (12T mm) GYPSUM BOARD APPLIED TO 7-!E GARAGE SIDE. GARAGES BENEATH HABITABLE ROOM5 SHALL BE SEPARATED FROM ALL HABITABLE ROOM5 ABOVE BY NOT LESS THAN 5/8 INCH (15.5 mm) TYPE "X" GYPSUM BOARD OR EQUIVALEN?. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL 4L50 BE PROTECTED BY NOT LE55 THAN 1i2 INCH (12,T mm) GYPSUM BOARD OR EQUIVALENT, EXTERIOR FINISHES: THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION SHALL BE PER THE CURRENT APPROVED BUILDING CODE AND A5TM C526. INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS 70 BE PER THE CURRENT APPROVED BUILDING CODE AND AST" C 1063, EGRESS: 1. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF HERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR. THE WINDOW' MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM. 2. IN DWELLING UNITS WHERE THE OPENING- OF AN OPERABLE WINDOW IS LOCATED MORE THAN 72 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE DF A 4" SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER THE CURRENT APPROVEC BUILDING CODE. FLASHINC I FL 4 5HING SHAD BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DEGK AND WALL INTERSECTIONS. AT GUTTERS, 47 ALL CHANGES IN ROOF SLOPE OR DIRECTION AND AROUND ROOF OPENINGS. 2 APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS 70 PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER THE CURRENT APPROVED BUILDING CODE. WINDOW INSTALLATION: I. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATIONL INSTRUCTIONS. WRITTEN NST ALLAT ON INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW FLOOD ZONE REQUIREMENTS: I. PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION BATH AREAS: I. INSTALL 2x4 BLOCKING 47 TOILET PAPER AND TOWEL BAR LOCATIONS, SEE DETAIL5- KITCHENS I. INSTALL 2X6 BLOCKING- AT 5? Ar,F. ON CENTER FOR UPPER CABINET INSTALLATION. TUB AND SHOWER AREAS: I. CEMENT, FIBER -CEMENT, OR GLASS MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM CI285, C1325, OR C111a AND INSTALLED WITH -a x-I/14" DAGGERZ PHILIP5 WAFER HEAD CEMENT BOARD SELF DRILL SCREWS U/ COATING SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER 4RE45 AND WALL PANELS IN SHOWER AREA5, TERMITE TREATMENT TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TEF;!MITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULE5 AND LAWS ESTABLISHED BY THE FLORI )A DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." MECHANICAL AND HVAG I. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE MECHANICAL ENGINEER AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR PERMIT, 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES OR ANY OTHERPIPING T T T P P OR DUC 5 NO CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WIORKING SPACE AT LEAST 30 INCHES (7&2 Ini DEEP AND 30 INCHES (l62 Ii WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. ENERGY REQUIREMENT SCHEDULE EXTERIOR WALLS (FRAME) R-13 EXTERIOR WALL5 (BLOCK) 4.1 FOIL ATTIC CEILING 11-31, 3 D!:CT5 IN THE GARAGE AND DUCT5 PENETRATING- THE W4LL5 OR CEILINGS SE ARA T ING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN �2(, -=.uGE (0,40 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4, FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE IN574LLEC) ABOVE THE BASE FLOOD ELEVATION AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION IN6TRUCTION5. S. AUXILIARY DRAIN PAN, CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COI'" NT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIP BEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE AP ELE PROVISIONS OF SECTIONS MI411 3 EX FAN5 AND VENTING: I. Cu-10OR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS, AIR SHALL N07 BE EXHAUSTED INTO duN ATTIC. SOFFIT. RIDGE VENT OR CRAWL SPACE. 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE OR OTHER AREAS INSIDE THE BUILDING, 3, DUCT LENGTH THE MAXIMUM ALLOWABLE EXHAUST DUCT LENGTH SHALL BE DETERMINED BY ONE OF THE METHODS SPECIFIED IN SECTIONS M15024.51 THROUGH MI502.45.3. THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE 3S FEET FROM THE CONNECTION TO THE TRANSITION DUCT FROM THE DRYER TO THE OUTLET TERMINAL. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET (162 mm) FOR EACH 45 DEGREE (075 RAO) BEND AND 5 FEET (1524 mm) FOR EACH'E0 DEGREE (16 RAE)) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FAN IS INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT. SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURER'S INSTALL ATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED. A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THIS DRYER EXH4U5T SYSTEM 5 EQUIPPED WITHAREMOTELY LOCATED BOOStEftF AN.' 4. PROVIDE BACK DRAFT DAMPERS AT INTAKE AND EXHAUST LOCATIONS AS REQUIRED BY THE CURRENT APPROVED BUILDING CODE. ISSUED: 4/30/2024 VERSION: 5.0 SQUARE FOOTAGE AH4R ASSET MANAGEMENT SQ. FT. HEATED AREA Sq. Ft. MAIN LEVEL �IOII SECOND LEVEL 1220 TOTAL AH4R SQ. FT. (Slab/CraI 2297 METHODOLOGY: ANSI Z765.2003 The total area calculated from the outside -to -outside of framing, including optional finished basement options as shown. This area excludes stairwell at highest level above grade, garage, covered patio/porches. (0 '-?�,37 jx-/1 0 4:Z 0C)DE K jr 1 ail 0 /L021 AMH DEVELORIEM DO NOT 5C4LE 71LESE DRAWNGS VERF BUILDNG ORIENIATON Ulu COJTRA-7iX AND SITE BANS 8EFOf.E COd57RJ1-1ION. IHE5E DRAWRYa5 DO NOI GONIAIN SFEGFIG *OFt1411O 1L ANT 5TR1GtURAL ELEMi TO BE PROVIDED BY EW31NEER CF REGORDI ANY DIYREPMCY BETU(DIMEN TuE ORIENTATILN, ET7 A55O EN ED) DRAWMGS AND THE A55(KIATED DRAWI*GS and/a $ITE DR4.0atE5 SJALL BE REPCR TO COMRGGiG¢ AT LNGE AND NO LGN-ILTIOJ SHALL PTOE ED U,11 CTD.R ED. THE CONTRACTOR A55U'tE5 TUE RE5PONSIBILIIY TONI ALL '=IREI-ENTS OF LOCAL BUILDING OFFICIALS r TO COMPLY WITH STATE BALDING LODES ^fit W u � J N 61 O Z 6 m O r o j LL m Q W� o@ = Q IHFAtEM7E N6�'G F EASM: F L _J pUWNBf. FAE VERSION: 5.0 BIEEf— LCOYER SHEET IitET1 -- i V SQUARE FOOTAGE CHART ELEVATION 'K' of of o II ---------- _ `-------- - -----� X PARr.NBr RAea PIAt!-9EVppN 1l' L _ _ _ _ _ _ _ _ _ _ _ _ T L J PNLf.ffM' NOPAOaPUX-9EVATgM1C SQUARE FOOTAGE CONSTRUCTION AREA CALCULATION HEATED /CONSTRUCTION AREA Sq. Ft. MAIN LEVEL IOII SEGONG LEVEL 1214 TOTAL HEATED/CONSTRUCTION AREA (Slab/Crawl) 2291 METHODOLOGY: ANSI Z765-2003 The totsl area calculated from the outside -to -outside of framing, including optional finished basement options as shown. This area excludes stairwell at highest level above grade, garage, covered patio/porches. BUILDING ENVELOPE AREA (ALL AREAS UNDER ROOF) Sq. Ft. GARAGE 411 FRONT COVERED PORCH "I"I TOTAL BUILDING ENVELOPE (Slab/Crawl) 2765 COVERED LANAI 120 METHODOLOGY Building Envelope Area: The total area calculated, including Heated/Construction area as calculated, and also including garage, covered patio(porches. MAXIMUM DEPTH MAXIMUM WIDTH *"MAXIMUM BUILDING HEIGHT A.F.F. ozon ArM DEYELDr-WENT III - DO NOt SCdLE THESE DRAWINGS vERPY BIIILDMG ORIENTATION WITH CCMRACiOR AND 511E BANS BEFORE CONSiRJCtICN. THESE DRAWMGS DO NOT CONTAIN SPECPIC INFOfdIdTlgJ FOR ANT - STRICTIJRAL ELET1ENr5 fiD BE I PROVIDED 8T ENGMEER R - RECORD/ ANY DISCREPANCY (DIMENSIONS, ORIEMATICN, ETC) . BEiLLEEN THESE DRAWMGS ACID THE pSSOCIpiED DRAWNGS erd/or SITE DRAWIIAGS SHALL BE REPORTED tO - CONTRACTOR AT CNGE ArJD NO _ CON57R1CTIgJ SHALL PROCEED ' WiIL CORRECTED. THE CONTRACTOR A5.°AA1E5 THE � RESPONSIBILITY iO 1'EEi dLL REQJIREnENiS OF LOCAL WILDING A£ICIdLS LANAI SLAB F— 4" CONCRETE SLAB MIN. OVER 6 MIL VAPOR BARRIER SLAB SHALL BE OVER CLEAN COMPACTED FILL W/ FIBERIESH O U B UNIT SECURED i0 O O PACIU- 4" CONCSLAB [KIC MIN W/ FIBERME5N �J i \� — — _— _ — — — \ ` HB I \\ CONCRETE SLAB 4" CONCRETE SLAB MIN. OVER 6 MIL \\ VAPOR BARRIER. SLAB SHALL BE OVER CLEAN COMPACTED FILL W/ FIBERMESH \\\\ HVAC IE CN_ BASEDED ON \ LocancN I I VA — � a0 AA I I 4 \ L} ----,X_ - , \ SS ELECTRICAL CONDUIT FOR ISLAND c1 r— cU_ 15 II -- —CL - -- CONCRIETE SLAB 4" CONCRETE SCAB MIN. OVER 6 MIL vAPOR BARRIER (SLOB SHALL BE OVER CLEAN COMPACTED FILL W/ FIBERME5H 9 HB PORCH SLA — o Z �p 4" CONCRETE SLAB MIN. OVER & MIL 4" GONG SLAB LLO O ro VAPOR BARRIER SLAB SHALL BE OVER MIN. W/ FIBERME5H Q. CLEAN COMPACTED FILL W/ FIBERMESH O -d PART. SLAB PLAN - ELEVATION W WALE A'-1'NT 01x17) WALE /4' ra PM) a FOUNDATION PLAN NOTES ALL WORK $HALL BE IN STRICT COMPLIANCE WITH BUILDING CODE, RESIDENTIAL, AND COUNTY BUILDING DEPARTMENT. STRIP TOPSOIL, TREES, STUMPS, ROOTS, ETC, FROM ALL AREAS WHERE GCN57RUCTION WILL OCCUR UND. FILL SHALL BE FIRMLY COMPACTED, CLEAR SAND/CLAY MATERIAL: FREE OF ROOTS, ORGANIC MATTER OR OTHER NTERIOR BEARING LOCATIONS SHOULD BE COORDINATED WITH TRJ55 MANUFACTURER I STRUCTURAL ENGINEER PROVIDE SOIL TREATMENT AND VAPOR BARRIERS AT ALL SLABS (INTERIOR) I 0011 AMN DEVELOR1EM DO NOT SCALE THESE DRAWINGS. VERPY W ILDIN6 ORIENTATION WITH CONTRACTOR AND SITE PANS BEFORE CON5TRUCTION. THESE DRAUW15 DO NOT CCNTAN SPECIFIC R.eO TION FOR ANY 6TRJOTELEMENTS (TO BE PROVIDED BY ENGINEER 6 I REOORDI ANY DISCREPANCY fDIHEN51ON5, ORIENTATION, ETC., 5ETJEEN THE 5E DRAW-5 AND THE A55OCIATED DRAWMGS a /l SITE DRAWING5 SHALL BE REPORTED TO CONTRACTOR AT ONCE AAA NO DON57RJCTIW SHALL PROCEED , I,NTIL CORRECTED. THE CONTRACTOR AEk IE5 THE RE6P 115ILITY TO TSET ALL REQUIREMEN75 OF LOCAL WILDING OPICIALS A TO COMPLY WITH 5TATE WILDING CCDE5 U � J J N 0, O Z O M � 1 .--I (y r ^` J W � I � U � Q x Q� MEMED1TE 4WAN HEVISIUNS: . M W 1� 1 v) 0 _ In ��w w l 1 M w F 1 J I' AYM B7. FN: ERSION: 5.0 I NNE FOUNDATION - SLAB PLAN PIT FLOOR PLAN NOTES PROVIDE V2" (MINIMUM) GYP5JT-I BOARD SEPARATION AT WALLS AND 5/e" TYPE X CEILING5 IN THE GARAGE ADJACENT TO THE MAIN HOUSE AND ATTIC AREAS WASHING MACHINE 15 ALWAYS LOCATED LEFT OF THE DRYER UNLE55 NOTED OTHERWISE. ALL EXTERIOR WALLS ARE DRAWN AT 5" GNU UNLESS NOTED OTHERWISE. ALL INTERIOR AND COMMON WALLS ARE DRAILN AT 3 IQ" UNLE55 NOTED OTHERWISE HEADER FOR FIRST FLOOR 15 AT 5'-0' w/ 9'4' CLG N SECOND FLOOR IS AT Y.0' W/ 8CLG. HANDRAIL HEIGHT SHALL BE 30" MEASJRED VERTICALLY FROM THE NOSING OF THE TREAD. (-) DENOTES EGRESS WINDOW +HANDRAIL 1-112" MIN GRASPABLE HANDRAIL: I/4" MIN TO 2" -In^ nAx MIN. DIAMETER RETURN p HANDRAIL m SECTION PLAN PROVIDE HANDRAIL IN COMPLIANCE WITH THE CURRENT APPROVED WLDING CODE, STAIR E) '4GR4M Im" v LANAI I v d/C SECURE I CLG AFF. B O 3'x3' PAD CONCRETE B Esc I 25 SH 25 SH 25 5H 2Bbb �qq tea` AAA` BREAKFAST NOOK u8 9'-4" CLG FAMILY VINYL PLANK ROOM CLG — 3'0" X b'-0" VINYL PLANK ISLAND -_ 2x6 WALL m 34 1/2" AFF. W/ 12" BAR TOP ? I I o a £ SLOPED CEILING UNDER STAIRS o 42" KNEE -WALL WITH 5,o4'-3Y2" 6'-mY2" 2'-I" 2'-I" 2'-0,i 2'-11" KIT NEN =� 1 2 UP (Il)RISERS TO 2nd fLR 9'-4"CLG V 4 PLANK TREADI" NO S (10" W/ I — 2 PANTRY = 118 IN H D IL I 31180 OPENING 5 5H m _ _ — —INEN GARAGE WALLS COMMON _ v WITH LIMN-'. AREA MUST HAVE iv ----------' 1/l" DRYWALL SEPARATI�1 h�0 _n I 00� a (MIN. 20 MIN FIRE) 3_m�, 3'-m" 13' Im" 4'-8)z^�6'-2y2" 2-CAR ,tee DRIER VENT W GARAGE DCAnoN �`< 9' 4" CLG Aff GAY BOX �.�--.--- CONCRETE '" "``LAUNDRY 31180 9'-4" CLG 5Ya" OPENNG VINYL PLANK ° 0 FOYE FLa LW- ­ VINYL VINYL PLANK E OFFICE NOM 'n Im 9''4" CLG I� VINYL PLANK HE -IK Ik 30&'�i 16'-0" x T' GARAGE DOOR 25 54 25 SH I I 3'- U" 2'-11 3'-I 5'-2" I ;� 0 N rm" VERIFY RON'I FRCN I 9 CONCRETE FIRST FLOOR PLAN - ELEVATION "K" SCAE 'r-rapuan SIDNE X-ra MW4) -4" -F uJDR 9' 4'CLG VINYL PLANK I 62021 AMH OEVELOFTIENT DO NOT 5CALE THESE DRAWINGS, VERIFY BUII ORIENTATION WITH CONTRACTOR AND SITE PLAN5 BEFOF£ CON55TRK7I04 THESE DRAWNGS DC NOT C IAM S EOFIO TFORMANI FOR ANY STRIICTLRAL ELEMEN15 (TO BE FROVICED BY ENGINEER OF 1 RECORD) ANY DISCREPANCY (DIMEN5I045. ORIENTATION ETC) BETWEEN 7HE5E DRAWINGS ACID THE A55LCIATED DRAWNGS aM/ r 51M DRAWINGS SHALL EE REFORTED TO - COJTRACTOR AT ONCE AND NO CONSTRICT ON SHALL F FFO WTIL CORTtCTED. THE COdTRACTOR A5SME5 THE Rf5F 115ILITY TO MEET ALL REOIIREMEN75 OF LOOAL MILDWY OFICIAL51 TO 0011PLY WITH 57ATE BNILONG CODE5. B Z O LIT�� N o Q LIT U 5 Q N I � I MEW SITE uu�m'u PENSIONS: F I , L_ _J i OMYM 9M AF VERSION: 5.0 1 SHO WAE FIRST FLOOR PLAN SIEII -1.0 FLOOR PLAN NOTES PROVIDE IR" (MINIMUM) GYPSUM BOARD SEPARATION AT WALLS AND 5/8" TYPE X CEILIFY5 IN THE GARAGE ADJACENT TO THE MAIN HOUSE AND ATTIC AREAS. W45HIN'G MACHINE 15 ALWAYS LOCATED LEFT OF THE DRYER UNLE55 NOTED OTHERWISE, ALL EXTERIOR WALLS ARE DRAWN AT 8" CMU LNLE55 NOTED OTHERWISE. ALL INTERIOR AND COMMC N WALLS ARE DRAWN AT 3 1/2" UNLESS NOTED OTHERWISE. HEADER FOR FIRST FLOOR 15 AT V-0" w/ S' 4" CLG e SECOND FLOOR 15 AT T-0" W/ B' CLG. HANDRAIL HEIGHT SHALL BE 36" MEASURED VERTICALLY FROM THE N051N'-, OF THE TREAD. 0) DENOTES EGRE55 WINDOW HANDRAIL 1-1/2" MIN GRASPABLE HANDRAIL: 1 I/, MN T MIN I-2. DIAMETER' m RETURN y HANDRAIL SECTION PLAN PROVIDE HANDRAIL IN Cd FTLIANCE WITH THE CURRENT APPROVED BUILDING CODE, STAIR DIAGRAM ''ff Imo" ry� OOOR BEINIE CLLOSETOSL7 FM BiIMN81f Sdxfd Cl°6ET WALL DOOR nYw00D ��ON• FRAMN(' Vert Son= BFVAMIN pY[N9p1 VA%fS PER N. B HVAC RAISED PLATFORM A FORM BATH B' CLG VINYL PLANK OPT TEMP GLA55 ENCLOSURE B 2'-10" 3050 (J Sao (9 3050 P) gB I I IE" 42 T'-6Y1" 12'-1' PRIMARI WIG a BEDROO 4 SUITE B' CLG VINYL PLANK e' CLG VINYL PLANK B-0" CLG. J s VINYL PLANK IRe5 - .,HVAC T-L HVAC ON RAISED .... PLATFORM 5 2'-4y"ebb E, AY, 3'-OY1" PER DETAIL B AT 7 � O '-3)2"HY "4/1" 42"KNEW 3 4 5 6 T B 1 VIN L PLAm W11 9b LINEN 55H N H D IR45_ e — 8' CLq VINYL PLANK YL VINPLINK J Q' 2868 3'-II" 1 3'_A�„ 3._g" 5' 8�" 3._1T2eY,' 0 � BEDROOM 3 8' CLG LYN �q VINYL PLANK 05 5 = m m 3050 O) ..... _ .. O'CLG VINYL PLANK WALL—� BELOW — — — — 3'-10" 4'-10" SECOND FLOOR PLAN - ELEVATION IT SOME: 19'='001x17) SCNE:IW=1'dp2" SO IAMH DEVELOPMENT DO NOT SCALE THESE DRAWIN65 j ERFY B'JILDNG ORIENTATION WITH CONTRACTOR AND 51TE PLAN5 BEFORE CON6TRUCTICN THESE 1 DRAWN6,5 DO NOT CONTAIN SPECIFIC NFORMATIpN FOR ANY SiRZTURA- ELEMENTS (TO BE PROVIDED BY ENGINEER OF RECORD) ANY DISCREPNNCY 4 MENSION5, ORIENTATION, ETC) ETWEEN THESE DRAWN55 AND THE 1 ,SSOCIATEO DRAWNGS eW/a SIZE DRAWINGS SHALL BE REPORTED TO CCNtRACtOR At ONCE AND NO CON57R ION SHALL PROCEED UNTIL CORR-cCTED. THE CONTRACTOR AS& TE5 THE RESPONSIBILITY TO MEET ALL iQ•lIREMENTS OF LOCAL BUILDING ' - RIGIAL5 e t0 COMPLT WITH STATE BUILDING CODES. U O R N °-tea O TU U Q x ry IBfABEM1E: V7671mL .. BEN310NS: -dl + - B ZONE 3 _________________________------- ____VV___1J_l 0 ZONE 1 I 6 4VENT 4' VENT 4' VENT 0 0 0 RIDGE ------------- 1-0 y�A li 4 7F C1I (F`} B zoNE�2 6 � 6 I I i I ROOF PLAN -ELEVATION "K' BONE 1/16 1'# (11M7) WALE, iT--T-0W RD0/) ID ZONE I ATTIC VENTILATION: (300 sQ FT ATTIC SPACE / 1 5Q FT VENTILATION) -CALCULATION5 REFLECT 501. RIDGE AND 50% SOFFIT VENTS 1264 5Q FT UNDER ROOF ATTIC / 300 SO FT / 150 FT = 42150 FT VENTILATION SOFFIT VENT 5 SO IN EACH OFF -RIDGE VENTS 104 50 IN EA 411 5Q FT x 501. = 211 50 FT HIGH, 2.11 50 FT LOW HIGH VENTING 711 SO FT x 144 50 IN =30336 -SO IN REQUIRED (3) OFF -RIDGE VENT s 104 SO IN = 312 5O IN LOW VENTINGVNTI 211 SNG O FT x 44 SO IN -30336 SO IN REQUIRED 30336 / 9 - 34 SOFFIT VENTS (CONTINUOUS VENTED SOFFIT) ZONE 2 ATTIC VENTILATION: (300 5Q FT ATTIC SPACE / 150 FT VENTILATION) 305 5Q FT UNDER ROOF 47TIC / 300 5Q FT / 1 50 FT = 102 SQ FT VENTILATION SOFFIT VENT 5 SO IN EACH LOW VENT Wi IP2 50 FT x 144 5Q IN -146.26 50 IN REQUIRED I46BB / 9 - Ib SOPPY VEN75 (CONTINUOUS VENTED SOFFIT) ZONE 3 ATTIC VENTILATION: (300 50 FT ATTIC SPACE / 150 FT VENTILATION) 120 SQ FT UNDER ROOF ATTIC / 300 5Q FT / I W FT = 40 5Q FT VENTILATION SOFFIT VENT 5 50 IN EACH LOU YEN T ItY 40 5Q FT x 144 SO IN -5160 SQ N REQUIRED 5160 / S : 6 50FFIT VENTS (CCNTINUOI5 VENTED SOFFIT) W O 0 40, T O Q IN Ind FLR CEILING WINDOW LINE I O. � O - FLA5HING SECOND FLR bt FLR CEILING WINDOW LINE _ CEMENTITIOUS STUCCO PER COMMUNITY SPECS (TYP) 6" RAISED 5TUCCO T v COACH LIGHT ro PER COMM SPECS 4" RAISED STUCCO TRIM STONE CAP FIN FLR ELEV 6/12 PITCH 12 ARCH SHINGLE ROOF (TYF) 6 6" FRIEZE — 11111 Eggs III ■■ M111, losing Fill `2 • �1 ��y� 7��� MEN RONT ELEVATION "r OPTION 3 OLLE tA=�1'47 01a1T CRE 714 1-0=034) 4' ucNT 4' VENT 4' ucNi 6112 PITCH ARCH SHINGLE ROOF (TYP) I. O" -6" HEADER TRIM -4' CORNER TRIM -3" BOARD e BAT T ® 16" O/C PER COMM SPECS -IS" SHUTTER$, TYP. -A' WINDOW TRIM AND SILL ,,,-5TO4E VENEER PER COMM SPECS Z Q 3 2nd FLR CEILING WINDOW L INE _,—I" CORNER RIM - 6/12 PITCH ARCH S1-MINGLE 2 ROOF (TYP) SECOND RR 6 � HORIZON i AL -'--- - - - - -- LAP SIDING Mat FLR CEILING - CJ/WEEP PER COMM. - _ _ SPEC. WINDOW LINE - ❑ H FL ASNING� - 7 0 CEMENTITIOU5 STUCCO PER H COMMUNITY SPECS (TYP) FIN FLR ELEV REAR ELEVATION 'TOPTION 3 Sr F. LB=1'r7111x17) 9GLLE 1H'�1'-0' Qa8+1 0071 M1H DEVELOPMENT DO NOT 5C4 E THESE DRNUII VERIFY BUILDM ORIENTATION WITH CONTRACTOR AND 51TE PLANS BEFO6E OONSTRUCTICN. THESE DRAWMGS DO NO! LON7AM 5PECFIC NFORd1ATION FOR ANY 57R1GTIXAL ELE1IEN76 (TO BE P VIDE D BY EIY NEER OF RECORD) ANY DISCREPANCY (DIMENSIONS, ORIENTATION, ETC) BETWEEN THESE OR NG5 AND THE ASSOCIATED DRAWIWv' a— SITE DRAWI% SHALL BE REFOF C TO CONTRACTOR AT — — NO CON51R TION SHALL F EED UNTIL CORRECTED. THE CONTRACTOR A VES THE RE5PON61151 Itt TO MEET ALL REall MENTS OF LOO4L BUILDING CO AILS 1 TO COMPLY WITH STATE BUILDING CODES. 4--1 B U �J J N 61 O Z _ 0 Lu B � � a Lu ^\ W LL W � U � Q 5x Q� N REVI M: 00 r( W O� cz rI� V � v� O SzM , W Q W l O as Q M x N r-III Ooc ,^ I L "81YR! BY: FIE VERSION: 5. "NITRW FRONT/REAR ELEVATIONS & ROOF PLAN muff -3.30 12 6 12 PITCH 6 ARCH SHINGING LE ROOF (TYP) 6/12 PITCH Ind FLR CEILING 1-0 ❑ WINDOW L INS 4" CORNER RIM FLASHING HORIZONTAL LAP SIDING 0 PER Comm - 5PEC5. 12 12 SECOND PLR 6/12 PITCH ---- - n ARCH SHINGLE ROOF (TYP) a C7nUEEP - Ist FLR CEILING _ - - - WINDOW LINE CEMENTITIOU5 Q' STUCCO PER COMMUNITY SPECS (TYP) FlN FLR ELEV RIGHT SIDE ELEVATION W OPTION 3 SCA fAr-ra01m) SALE: iN'-ra pawl 12 6/I2 PITCH ARCH SHINGLE ROOF (TYP) Ind FLR CEILING 4" COWER — TRIM _ FLASHING 0 HORIZONTAL LAP SIDING PER 12 COMM. SPECS 6 12 SECOND FLR 6112 PITCH 3 2 - - ARCH SHINGLE ROOF a (TYP) bt FLR CEILING C}/'LEEP WINDOW LINE - CEMENTITIOUS- STU CCO PER - - - - COMMUNITY SPECS (TYP) CONCRETE- _. PATIO - - FIN FLR ELEV - - LEFT SIDE ELEVATION TI OPTION 3 WALE: WALLf14' V mw e 1p�ra paoq �mn uIH cxvELOFnENr DD NOt EG4LE THESE DRWUIW_-S VERPf &IILDIrG g21ENT4iIGN WITH ' GLMRE COI 4ND SITE 7HE&E BEFORE 61ONCIIONTHESE _ DCFIG 15 F NOT FO A TAN ETE TU IAELE tILNELRdE NY StR VDE EY EW1 iE lTO F �. PROVIDED BY DISCREPANCY C RECGRD/ ANT ENTATI N,ET (DMEN THE OREMAtILN, ID T I _ BETWEEN THESE AJW6 b5 /' THE OaAUIN65 D D L RE PORT SITE DROWINGS SHALL EE REPORTED i0 GOMROCTOR 4i ONCE .4ID NO LON TRX U4TIL OI SHALL PTHE EED I17R LTOR£CTED.THE ' CONTRACTOR 4TO MEE THE RESPONEI16 I TO MEET ALL OFFIC AEMENTO OF LOLdL WITH 5T TIE GfFILI4L9 I t0 COMPLY WRH ST4tE BJILDING GORES. U 0 J LLj B J J W � U � Q MEMEDATE 4WAN F EASM: . ' 11 L OIi1MN Bf. I FAE VERSION: 5.0 SIDE ELEVATIONS s1r£TA -3.31 BUILDING SECTION NOTES P EASE NOTE: THESE DETAILS ARE STRICTLY ARCHITECTURAL, REFER TO STRUCTURAL 54EET5 FOR MORE INFORIATION. SECTIONS SIMILAR TO OTHER ELEVATIONS AND WHEN U51NG 2.6 EXTERIOR WALLS TOP OF FASCIA 2rd FLR CEILING WMD011 LINE SECOND FLR II FLR CEILING y,- WINDFW LINE FIN FLR ELEV BUILDING SECTION "BB' 604E 1IR-1'a OIX17) EIEVATIM T MN MC-ALLB ATM SMIVA GI SE 11V=1' m o!m) PRE-MANUF4CTURED TRUSSES INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION BATH 2 14 KITCNEN q1 Its II 0 ID FAMILI' ; .g W ROOM m .x CL. P. 3" 7 � I — COMPACTED, TERMITE TREATED SOIL wNAPOR FOUNDATION (SEE BARRIER STRUCTURAL PLAN) BUILDING SECTION "AA" SCALE 1/S'=T'a (nu17) EIEVAT)DN 1 SNOYM-ALL8RATIBNSSMWI E 1 WA M-T'a PO4) 4m31 AMH 7HF&F D— DRPYLD�O NOT °.LACE THESE IA OW WIS. vEC0, BJC7CR ORIENTATION WITH CONTRACTOR AND 517E PLANS BEFORE O(MSiRi OTICN. THESE DCFIC 15 R NOT N FOR SPEOPIC INFOdEA. FOR ANY STRY_ VED By ENGIR R F RECORD). BY E1�RFp C RECORDI. MY DL�LREPANCY (DP ENSICNS, ORIEMATION, ETC J BETWEEN THESE DRAWMGS AND THE ASSCCIATED DRAWRGS and1V SITE DRAWINGS SHALL BE REPORTED TO M CORACTOR AN AT ONCE D NO CONSTRLTION SHALL PROCEED UNTIL CORRECTED. THE CONTRACTOR ASA' d1E5 THE RE6P 115ILITY TO FEET ALL REWIREMENTS OF LOCAL MILDING OFFICIALS N TO C LY WITH STATE BUILDMG OODES -4--) Q� @ �y J J N QT O Z m ,—, LH o rn J ^ \ W W C) U a x Q� @ N reEASE611E wumw raEUTsaMs: I 00 T� O � V v�/Y 0 u� _ ~ O �, z U c� � Qo Q! C ¢ w Ca L- J GNYMSf. FAE VERSION: 5.0 7..'I''E LDING SECTIONS MET# -4.0 ELECTRICAL LEGEND GAS GA5 LINE °. RECESSED CAN LIGHT -+ON COLD WATER [r} FLUSH MOUNT LED 0 ELECTRICAL PANEL Q WALL MOUNTED LIGHT ELECTRICAL METER WALL SCONCE DISCONNECT SWITCH FLUORESCENT LIGHT w/I BULB $ SWITCH 0 FLUORESCENT LIGHT w/ 2 BULBS 3 $ 3-WAY SWITCH ® VAPOR PROTECTED LIGHT $ 4 4-WAY SWITCH O EXHAUST FAN $D DIMMER SWITCH EXHAUST FAN m/ LIGHT 4 BUTTON ® EXH4U5T FAN w/ HEAT N LIGHT DUPLEX OUTLET SMOKE DETECTOR QUADPLEX OUTLET p,1p CARBON MONOXIDE DETECTOR SWITCHED DUPLEX THERMO5T4T OUTLET rLOUP FLOOR OUTLET DIRECT WIRE GFI GFI OUTLET T PHONE JACK wFI WATER PROOF GFI nnj OUTLET T MEDIA JACK CLC ID CEILING MOUNTED FnT CABLE Tv OUTLET OUTLET Y 22Ch © 220v OUTLET DOOR CHIMES /h CEILING MOUNTED C SECURITY PANEL T LIGHT HANGING CEILING FLOOD LIGHT MOUNTED LIGHT n n C -D CEILING FAN CEILING FAN w/ LIGHT U U ELECTRICAL GENERAL NOTES 5WITCHES TO BE 45" AFF. RECEPT5. TO BE 12" AFF 42" IF OVER A COUNTER ALL WIRING TO BE IN 4CCORDANCE WITH NEC ARC FAULT CIRCUIT INTERRUPTER PROTECTION SHALL BE PROVIDED AS REQUIRED IN NEC 210.12(A) AND SHALL BE INSTALLED IN A READILY ACCE551BLE LOCATION. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. GROUND FAULT CIRCUIT INTERRUPTER 5H4LL DE PROVIDED AS REQUIRED IN NEC 21OB(A) AND INSTALLED IN A READILY ACCESSIBLE LOCATION_ IT 15 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO INSURE THAT ALL ELECTRICAL WORK 15 IN FULL COMPLIANCE WITH NFPA. 70A - NEC AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. PROVIDE INTERSYSTEM BONDING TREMIN4TION AT SERVICE LOCATION PER NEC 250 S4 LUMIN141RES IN CLOTHES CLOSETS SHALL BE INSTALLED PER THE PROVISIONS OF NEC 410114 (5) RECESSED LIGHTING TO BE AIR TIGHT AND IC RATED 100? OF THE LAMP5 IN PERMANENTLY INSTALLED MIXTURES SHALL BE NIGH -EFFICIENCY LAMPS REFER TO ENERGY CALCULATIONS FOR ADDITIONAL INFORMATION. PROVIDE THE REQUIRED CLEARANCES AROUND PANELS AND DISCONNECTS IN COMPLIANCE WITH NEC 11026. ALL RECEPTACLES SHALL BE TAMPER RESISTANT PER NEC 40612. THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(5) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LE65 THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE. AFCI PROTECTION - 210,12 (5) DWELLING UNITS. ALL 120 VOLT, SINGLE PHASE, 15 AND 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNITS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS 5UNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED AFCI, COMBINATION TYPE, INSTALLED TO PROVIDE PROTECTION OF BRANCH CIRCUIT. EXTERIOR G GARAGE GE 200 AMP METER MAIN COMBO `00 AMP MAIN LUG INTERIOR PANEL 4/0 5ER CABLE2 A IIIII IIIII F IIIII uc DISCONNECT v,-II6FI W?GFI GROUNDING ELECTRODE ` SHALL COMPLY WITH - SEC 258.52 m 5 -mki° 8'-10" 7n ELECTRICAL RISER DIAGRAM N,T.'rJ. Fl — \ 9 GI1r GFI= X 'FI t; + 24" 6FI � I Q4D SC (� l i17 N 'T III, r I � I L A I I m F_ LMD C 3)'22 u F- .. MEDIA MOB W � Q 1 �I+42" D - I F--------- DPT. DE ATED 50 ', ' AMPS (14 -5 NEMA 240v) —IF REQUIRED BY CODE _ 22ov — — C'_6. 6 I AT si ELEC METER } _________ uTe 1 (LOCATION BY r - — — BUILDER7 I w I F I I n' � , L— HB I FIRST FLOOR ELECTRICAL PLAN - ELEVATION' K" SCNE Iff-I'N7 (71x17) SCAL 114'=l'47 P" WIGII _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - 5TRUCTURED MEDIA CABINET TO INCLUDE CAT5/6, COAX, USE, WIFI ROUTER SPACE AND POWER VERIFY EXACT REQUIREMENT, LOCATION AND MOUNTING HEIGHT PRIOR TO INSTALLATION 0- AMH-VELOFi'1EN1 DO NOT SGALE 71E:6E DRN 1%6 VERIFY BUILDING ORIENTATION WITH CONTRACTOR AND 51TE PLANS BEFOR£ CONSTRUCTION, TNE5E DRAWNG5 DO NOT CONTAN SPECIFIC INFORMATION FOR ANY 51RICTWRAI ELEMENT6 (70 BE PROVIDED BY ENGII.EER CF RECORD) ANY DISCREPANCY IDIMEN510N6 ORENTATIOR ETC.) BETWEEN iNE5E DRAWW A� THE ASSOCIATED DRAWL G5 ardlor SITE DRAWINGS SHALL BE REPORTED TO CONTRACTOR AT ONCE AND NO C0N5TPXTICN SHALL PROCEED UNTIL CORRECTED, THE CONTRACTOR ASSUMES THE RESPONSIBILITY TO MEET ALL REQJIREMENT5 OF LOCAL BUILDING OFICIAL6 T TO 001Y LY WITH 57ATE BUILDING CODES. U �J N OT 0 ^` J 1/^W`II Lu p I Lu 111 � U � Q 5x QIL N MEMEDATE I 10i2141 REMI s: 7 L J WAN Of. I FILE VERSION: 5. ELL &H ELECTRICAL PLANS FIRST FLOOR E-1.0 ELECTRICAL LEGEND GAS GAS LINE RECESSED CAN IGHT Cw COLD WATER FLUSH MOUNT LED IJ ELECTRICAL PANEL Q WALL MOUNTED LIGHT ELECTRICAL METER WALL SCONCE DISCONNECT SWITCH FLUORESCENT LIGHT w/I BULB $ 5WITCu O FLUORESCENT LIGHT w/ 2 BULE5 3 VAPOR PROTECTED $ 3-WAY SWITCH ® LIGHT % 4 4-WA7 SWITCH EXHAUST FAN DIMMER 5:(IITCH EXHAUST FAN w/ I � I LIGHT `r BUTTON ® EXHAUST FAN HEAT N LIGHT m DUPLEX CUTLET 03 SMOKE DETECTOR O.— CARBON MONOXIDE QUADPLEX OUTLET F ^` DETECTOR SWITCHED DUPLEX __. T THERMOSTAT 5'-ImY " DISCONNECT! - FLOOR - F-® P, OUTLET DIRECT WIRE - L AHU L GFI PM b SD GFI OUTLET T PHONE JACK T 6Yz > "GPI WATER PROOF GFI +nl 4'-m" KEYLESS CUTLET T MEDIA JACK _. iD CEILING MOUNTED m OUTLET CABLE Tv OUTLET 220+ 220v OUTLET ® DOOR CHIMES GPI �1 CEILING MOUNTED ® SECURITY PANEL - H'LL LIGHT B '. 6Fa`h" HANGIwl CEILING \ MOUNTED LIGHT FLOOD LIGHT OAD/ U — �JU;Lt� �N — C C -#=7D CEILING FAN - Xri D CEILING FAN w/ LIGHT F 11 ELECTRICAL GENERAL NOTES ><I L �J A SWITCHES TO BE 45"AFF. RECEPTS- TO BE 12' AFF. - 42" IF OVER A GOfNTER Q c- 4LL WIRING TO BE IN ACCORDANCE WITH NEC ASU) ARC FAULT CIRCUIT INTERRUPTER PROTECTION SH4LL BE PROVIDED 45 REQUIRED IN NEC 21OVA) AND SHALL BE INSTALLED N A READILY ACCESSIBLE LOCATION. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL PCUER ! - O SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. GROUND FAULT CIRCUIT INTERRUPTER SHALL BE PROVIDED AS REQUIRED IN NEC 2102(A) AND INSTALLED IN A READILY ACCE551BLE LOCATION. BEDROOM 2 - n S' CLG IT 15 THE RESPONSIBILITY F L THE LICENSED ELECTRICIAN TO INSURED AL ALL VINYL PLANK ELECTRICAL WORK 15 IN FULL COMPLIANCE WITH NF.P A. 104 -NEC AND ALL I APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. PROVIDE INTERSYSTEM BONDING TREMINATION AT SERVICE LOCATION PER NEC 25054 LUMINIAIRE5 IN CLOTHES CLOSETS 5uALL BE INSTALLED PER THE PROVISIONS OF NEC 41OVA) 1 (5) L RECESSED LIGHTING TO BE AIR TIGHT AND IC RATED 100%OF THE LAMPS IN PERMANENTLY INSTALLED FIXTURES SHALL BE NIGH -EFFICIENCY L4MP5 REFER TO ENERGY CALCULATIONS FOR ADDITIONAL INFORMATION. PROVIDE THE REQUIRED CLEARANCES AROLIND PANELS AND DISCONNECTS IN L — _ — — — — — J COMPLIANCE WITH NEC 1101L ALL RECEPTACLES SHALL BE TAMPER RE515TANT PER NEC 406,12, THE BRANCH CIRCUIT SUPPLYING THE REGEAND NOT L N A GARAGE SHAG` NOT SECOND FLOOR ELECTRICAL PLAN - ELEVATION T SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND N07 E55 THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE. SCALE.: TT- WALE:M1p(171A'� E: TIC=ra pm) AFCI PROTECTION - 210,12 (B) DWELLING UNITS. ALL Yl0 VOLT, SINGLE PHASE, 15 AND 20 AMP BRANCH CIRCWT5 SUPPLYING OUTLETS INSTALLED IN DWELLING UNITS, FAMILY ROOMS, DINING ROOMS. LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOM5 SUNROOM5. RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY 4 LISTED AFCI, COMBINATION TYPE, INSTALLED TO PROVIDE PROTECTION OF BRANCH CIRCUIT WO21 — DEVELOFTIENT DO NOT $GALE THESE DRAWINGS. VERFY BUILD- ORIENTATION Ull CO.RR lm AND 51TE RAN5 BEFORE CO15TR-CTlp THESE DRAUNG5 DO NOT CLNTAN 5FECFIC RFOR'ATICN FOR ANY 57RCTLRAL ELEMEM5 (TO BE PROVIDED BY ENGINEER CF RECORD) ANT DWREPANCT /ONMIIC N5, ORIENTATION, ETC) BETWEEN THESE DRAWFKS AND THE ASSOCIATED ORAWRY5 —1, SITE DRAUINS5 SHALL BE REPORTED TO CONTRACTOR AT ONCE AND NO CONSTRJC ION SHALL PROCEED UNTIL CORRECTED, THE CONTRACTOR A56LME5 THE R 5PONSIBILITT TO MEET ALL REOIIREMENTS OF LOCAL BUILDING OFICIALS N TO COTPLY WITH STATE BUILDING CODES. U � OZ m ) O nY W LL 6 W U IL x N IF MDATE 4WM PEVIS M: 00 � O L*0 O 1 T^ v♦ O p � 6z M � Qo sEn Imo - NO � F-� CTa tri M N L J 1-1 ffE VERSION: 5.0 81ffTNVE ELECTRICAL PLANS SECOND FLOOR >til�fl E 22.0 —>G 2"yENT i 'VENT VTR I vENTI LAV We ! AY 3" UB - 3CONFORMS - 7" -SSE 1016 PRIMARY-LAV 2" VENT 3" 44 PRIMARY-L 3" S 2 S S P'RIMMART-W/C AUTO VEN PRIMARY -SHOWER AUTO TO SECOND VENT FLOOR KIT 3 PDR-LAv WASHER RISER PDR-W/C g^ 2 S„ 1„ S 3" 4" 00.E g FIRST FLOOR TO SEWER CPO — DEVELORIENT DO No 6.GALE THESE DRAWIN S VERIFY BUILDNG ORIENTATION WITH CONTRACTOR AND 511E PLANS BEFORE CON6i 710N. THE6E DRAWIWS DO NOT CONTAIN SPECIFIC II FOR ANY 67PoIC7LRAL ELEMENT6 (TO BE PROVIDED BY ENGINEER OF RECOfm/ ANY DISCREPANCY 'DIMENSIONS, ORIENTATION, ETC) BETWEEN THESE DRAWN5 AND THE A65OCIATED DRAWIwW6_,BTE ""NOS SHALL BE fEPORiED TO CONTRACTOR AT ONCE A10 NO CONSTRICTION SHALL PROCEED ,N7 L CORRECTED. THE CONTRACTOR A$aME5 THE RESPgJ51BILITT TO FEET ALL �MIREMEN75 OF LOCAL BUILDING R JCIALS 4 TO COMPLY WITH STATE BUILDING CODES J �+ Z d m O lijLLI oe J Q W � U � Q MERIENAIE YWAS PEVISIONS: it M w rl O �y�WJ yv 1� I Irrk^ •� Q r ^ vI Q O Eli cn x O 1 Q N � L MMBI FIE VERSION: 5.0 eIMNYEE ELECTRICAL PLANS FIRST FLOOR 81 P-0.1 HOUSEWRAP BARRIER (T. JOINTS) OVER EXTERIOR SHEATHING PER SPEC-SF TO OVERLAP RUBBERIZE FLASHING RUBBERIZED THRU-WALL FLASHING, EXTEND UP 8' VERTICALLY (4" MIN VERTICAL PROJECTION ABOVE SUBFLOOR), TRIIA TO OUTSIDE FACE OF BRICK THRU-WALL FLASHING NOT TO SCALE HOUSEWRAP BARRIER (TAPE ALL JOINTS) OVER EXTERIOR SHEATHING PER SPEC -SHEATHING TO OVERLAP RUBBER BLDG FELT BETWEEN FLASHING JSEWRAP BARRIER AND :K VENEER -TYPICAL UP RUBBERIZED THRU-WALL FLASHING, EXTEND UP B" IS# BLDG FELT BETWEEN VERTICALLY (4" MIN HOUSEWRAP BARRIER AND VERTICAL PROJECTION BRICK VENEER -TYPICAL ABOVESUBFLOOR), _ - TRIM TO OUTSIDE FACE CONTINUOUS MORTAR NET EP HOLES AT COURSE OF BRICK _ OVE FLASHING - 24" O.C. - WEEP HOLES AT COURSE RRONTALLY - HOUSEWRAP BARRIER - REFR TO DETAIL FOR CUTTING COORDINATE 15# BUILDING FELT BARRIER AT WINDOW OPENING. APPUCATION WHERE BRICK VENEER IS SPECIFIED FOLD HOUSEWRAP DOWN OVER HEAD FLASHING AND APPLY CORNER PATCH EXTENDING I" MIN. BEYOND BARRIER CUT INSTALL HEAD FLASHING OVERLAPPING WINDOW FLANGES A MIN. OF T- INSTALL UNDER HOUSEWRAP APPLY JAMB FLASHING OVER SIDE WINDOW FLANGES - MIN. 1"ABOVE HEAD AND 3"OVERUP ATSILL INSTALL WINDOW OVER SEALED AND FLASHED PREMANUFACTURED SILL PAN BEFORE TAPING - FILL ENTIRE INTERIOR PERIMETER GAP W / NON -EXPANDING FOAM OR SEALANT TAPE SEAM OF OVERLAPPING PLASTIC SILL BOOT PREMANUFACTURED PLASTIC SILL BOOT WINDOW OPENING FLASHING NOT TO SCALE GABLE END WHERE OCCURS REFER ELEVATIONS AND DETAILS 12 TYPICAL ROOF COVERING PER SPEC SEE ROOF PUN TYPICAL ROOF TRUSSES PER SPEC TYPICAL ROOF INSULATION PER SPEC PER ROOF PLAN DRIP EDGE PER CODE & COMM. SPEC �. TOP OF C.M.U. REFER TO ELEVATIONS TYP.IM. CLG. MATERIAL -PER SPEC FASCIA PER CODE & COMM. SPEC. REFER TO STRUCTURAL TYPICAL SOFFIT FINISH PER SPEC FOR TRUSS TO WALL 172 TIE BEAM- REFER STRUCTURAL CONNECTION TRIM PER ELEVATION PER SPEC 8" CMU BLOCK REPER STRUCTURAL TYPICAL STUCCO FINISH ON BLOCK PER SPEC TYPICAL INTERIOR WALL FINISH AND INSULATION OVER BLOCK PER SPEC WAINSCOT PER ELEV. PER SPEC VERIFY FOUNDATION PROFILE. VARIES BY TYPICAL BASE LOCATION / CONDITIONS PER SPEC REFER STRUCTURAL VERIFY DETAIL FOR TERMINATION WALL FINISH AT FOUNDATION PER ELEVATION A aM .ATERIAL. FlN. FL �I REFER TO PLOT PUN FOR SLOPE CONFIGURATION ABOVE FLASHING -24 O.C. SOLID GROUT BEHIND HORIZONTALLY FIRST COURSE_TYPICAA FOUNDATION POURED FOUNDATION BRICK LEDGE WALL THRU-WALL FLASHING @ BRICK LEDGE NOT TO SCALE GABLE END WHERE OCCURS 12 �� REFER ELEVATIONS AND DETAILS SEE ROOF PUN TYPICAL ROOF COVERING PER SPEC ------ TYPICAL ROOF TRUSSES PER SPEC TYPICAL ROOF INSULATION PER SPEC ILOOR NG SYSTEM CAST STONE SILL OR"- BRICK ROWLOCK - REFER TO ELEV. BRICK SOLDIER (OR) 3 BRICK COURSES -REFER TO EII THRU-WALL MEMBRANE FLASHING WAINSCOT DETAIL NOT TO SCALE HOUSE WRAP OVER WALL SHEATHING - PROVIDE ENOUGH OVERLAP TO COVER METAL FLASHING AND THROUGH -WALL MASHING TAPE OVERLAPPING SEAM SIDING PER SPEC T T BENT METAL FLASHING EXTEND 8" VERTICALLY EXTERIOR SEALANT 1 CAST STONE SILL OR BRICK ROWLOCK- REFER TO ELEVATION BRICKTIE WEEP HOLE THRU-WALL MEMBRANE FLASHING TO FACE OF BRICK W/ MIN. 24" VERTICAL LEG. LAP UNDER BUILDING WRAP. 7/8" STUCCO OVER FRAME (SHEATHING, 2 LAYER W.R.B., LATH AND STUCCO) - PER SPEC PEEL & STICK BRIDGE FLASHING, SHINGLE LAPPED OVER STUCCO ACCESSORY VINYL PLASTER DRIP SCREED - PER SPEC INSTALL PER MANUFACTURER'S INSTALLATION INSTRUCTIONS CAP SHINGLE - DO NOT STAPLE OR NAIL Y DRIP EDGE PER CODE & COMM. SPEC h T•0•W ROOF CEMENT V REFER TO ELEVATIONS I FASCIA PER CODE & COMM. SPEC. _ SHINGLE ROOFING ON ROOFING UNDERUYMENT- PER SPEC REFER TO STRUCTURAL z FOR TRUSS TO WALL TYPICAL SOFFIT FINISH PER SPEC CONNECRON TYPICAL WALL FINISH ON FRAME W/ SHEATHING, PER ELEVATION, PER SPEC PEEL & STICK BRIDGE FLASHING. OVERLAP ON TO ROOFING TYPICAL NFRAME WALL AND SHEATHING- e:, UNDERLAYMENT REFER STRUCTURAL &W CORROSION RESISTANT BASE FLASHING - PER SPEC PRE-ENGINEERED WOOD TRUSSES SEE STRUCTURAL AND TRUSS IP4m DRAWINGS FOR ;AND CONNECTION DETAILS TYPICAL INTERIOR WALL FINISH AND BASE PER SPEC IND F.F. V REFER i0 ELEVATIONS WATERPROOF WALL FINISH TRANSITION VARIES BY ELEVATION. REFER DETAILS AND SPECS hT.O.W. TYP. INT. CLG. $ REFER TO ELEVATIONS MATERIAL -PER SPEC _ DRIP EDGE CRACK CONTROL AND WEEPS - REFER DEVILS AND SPECS REFER TO STRUCTURAL FOR TRUSS TO WALL CONNECTION TIE BEAM REFER STRUCTURAL 8' CMU BLOCK REFER STRUCTURAL TYPICAL STUCCO FINISH ON BLOCK PER SPEC TYPICAL INTERIOR WALL FINISH AND INSULATION OVER BLOCK PER SPEC WAINSCOTT PER ELEV. PER SPEC VERIFY FOUNDATION PROFILE. VARIES BY TYPICAL BASE LOCATION / CONDITIONS PER SPEC REFER STRUCTURAL VERIFY DETAIL FOR TERMINATION WALL FINISH AT FOUNDATION PER ELEVATION AND MATERIAL -11 REFER TO PLOT PLAN FOR SLOPE CONFIGURATION TYPICAL 1-STORY WALL SECTION TYPICAL 2-STORY WALL SECTION NOT TO 5CALE NOT TO SCALE NOTE: ALL ROOFING MATERIAL (PER ELEVATION) SHALL BE INSTALLED PER MANUFACTURER'S INSTALLATION INSTRUCTION. VERIFY ROOF SHEATHING WITH STRUCTURAL DRAWINGS ROOF TO WALL AT RAKE 2 6CALE:3 I' S" STUCCO OVER FRAME (SHEATHING, 2 LAYER .R.B., LATH AND STUCCO) - PER SPEC :EL & STICK BRIDGE FLASHING, SHINGLE LAPPED VER STUCCO ACCESSORY INYL PLASTER DRIP SCREED - PER SPEC STALL PER MANUFACTURER'S INSTALLATION STRUCT)ONS 'FLASHING AP SHINGLE - DO NOT STAPLE OR NAIL OOF CEMENT kd" CORROSION RESISTANT BASE ASHING (TYP) RE -ENGINEERED WOOD TRUSSES SEE TRUCTURAL AND TRUSS DRAWINGS FOR PACING AND CONNECTION DETAILS YPICAL EXTERIOR WALL ASSEMBLY - SEE TRUCTURAL DRAWINGS NOTE: ALL ROOFING MATERIAL (PER ELEVATIONI SHALL BE INSTALLED PER MANUFACTURERS INSTALLATION INSTRUCTION. VERIFY ROOF SHEATHING WITH STRUCTURAL DRAWINGS ROOF TO HEAD OF WALL - SHINGLE 1 SCALE 3"= I'-0" CPO21 AMH DEVELOFMENT Do NOT SCALE THESE ORGS NJIN. VERIFY B111I ORIENTATION WITH CONTRACTOR AND SITE 9LAN5 BEFORE CONLSTRJCTION. THE5E DRAWIW 5 DO NOT CONTAIN SPECFIC WOWAIICN FOR ANY 5711URAL ELEMENTS (TO BE F 11)ED BY ENGINEER O RECORD) ANY DISCREPANCY (DIMENSIONS. ORIENTATION, ETCJ BEIJEEN THESE DRAWTNaS MD THE A55OCIATED DRAWRG5 ar ., SITE DRANNG5 SHALL BE REPORTED TO CONTRACTOR AT ONCE AW NO CONSTRIKTION SHALL FY'CCEED UNTIL CORRECTED. THE CONTRACTOR ASSIf ES THE RE5FON IBIL ITY TO MEET ALL RELxIIREMENT5 O LOCAL BUILDING OFICIALS 1 TO COIPLT WITH STATE BUILDING CODES, 4-1 0 U W J N � o z �m 0 NJ O m o Q LH a� /1 lL U Q 5x Q� N REIEWMTE 41 RENSKINS: �I w rl Ol �I � 71 PSI vs o =�w w h�l O N a 14 N L J OMNNBY: I FAE VERSION: 5.0 91HTN/lE MISC. DETAILS 81 -3.2 HANDRAILS SHALL NOT BE LESS THAN N' OR MORE THAN 3r IN HEIGHT ABOVE THE STAIR NOSING. HANDRAILS SHALL BE CONTINUOUS PER FLIGHT OF STAIRS. HANDRAILS SHALL BE 112' CLEAR OF ALL ADJACENT FINISH MATERIALS AND ENDS SHALL RETURN TO WALL OR TERMINATE 11/4'-? IN CROSS SECTIONAL DIMENSION, OR APPROVED EOUNNIIfT, AN NEWEL POSTS OR SAFE TERMINALS. HANDRAILS SHALT. BE AND BE SMOOTH WITH NO SHARP EDGESCORNERS STAR AND RAILING SUPPLIER INSTALLER SATISFY ALL BUILDING08:PECIFICR.EQUIREIAENTSOFTHE J DEPARTMENT APPROVAL REQUIREMENTSE PRODUCTS THEYZ PROVIDE OR INSTALL ¢ < GUARDRAILS SHALL NOT BE LESS THAN SE' IN HEIGHT RECTION ANYc7 THE HANDRAIL CONSTRUCTION SHALL BETO RESIST A TOAD OF 200 LBS APPLIED IN ANY DIRECTION ANY POIw ALONGTHETOPRNL C OPEN MILS SHALL HAVE INTERMEDIATE TR ANORNAMENTAL )AN E MAY = O PATTERN SUCH THAT A 4'DER SPHERECANNOT PASS THROUGH.HTHE GUARDTWL CONSTRUCTION SHLLL B TO RESIST A CONCENTRATED LOAD OF 2DIN ANY gRECTiON ILLUSTRATES THE THE TRANGIAM OPENINGS ATIAGRAM STAIR TREAD RISER, B BOTTOMFICREQUIRETAENTSOFTHE CODE AND IS ONLY AN AID SHALL BE SUCH THATA4 DWAETERBUILDING FORBUILDING DESIGN AND SPHERE CANNOT PASS THROUGH. CONSTRUCTION HANDRAIL/GUARDRAIL CODE DATA SCALE: 1 1/2"= I'-0" FINISHED SURFACE 314' PLYWOOD TREADS S/B' PLYWOOD RISESN2I12 ik NOTCHED STRINGER12 STR NGERS TYP. SIR' TYPE xGYP. BD. AT ALL WALLS AND CEILING OF ENCLOSED USABLE SPACE UNDER STAIR LANDING/STRINGER DETAIL SCALE: 1/1 1'-0" FINISHED SURFACE EQ. TREADS b FRAMING SEE PLAN GYP BD SI4' PLYWOOD TREADS 1x10 SIORTL �z Na 2)(12 NOTCHED STRINGER (3 y2 STRINGERS MIN AT EACH 2c12STTBN( STAIR RUN) EXPANSION $ GAP (TYP.) BE' PLYWOOD RISERS 2.4 SPACER (S) 2)(12 STRINGERS TYP. SECURE NOTCHED 5TRINGEH TO SLL PIATE WTIH FRAMING ANp101iS. SECURE PUTE TO SHE' TYR x STAB WTTH SIAT PAS. ALL WOOD S pflECf WALLS AND CONTACT WffH CONCAEIE TO BE PRESSURE ENCLOSED TREATED OR PROVIDE BAPERVIOUS MEMBRANE LARDER STA SEPARATION AR Al1AVED BY CODE FLOOR/STRINGER DETAIL SCALE 1 IQ 1' 0" 1 1 /4" M IN - 2" MAX. 1 1 /4" MIN. - 2" MAX. 1 1 /2" CLR. HARDWOOD TOP RAIL AI WALLBHACK:T AT 4'-0' D.C. MAX BALUSTERS SPACED AT 4 SM' O.C. MAX 2x BLICG -- i I ci STAIR MTD WALL MTD HANDRAIL SCALE: 1 1/2"= ,'-0" MATCH HEIGHT OF BASEBOARD — SKIRT/WALL DETAIL SCALE 1 1/2 1'-0" GAP TYP. - 21,12 NOTCHED STRINGER INSTALL 2I FIRE STOPAT MID SPAN OF STRINGER (3) 202 STRINGERS TYP. SIR' TYP x GYP. BD. AT ALL WALLS AND CEILING OF ENCLOSED USABLE SPACE UNDER STAIR STRINGER/LANDING DETAIL SCALE: 1/2' I'-0" NI021 41H DEVELOPMENT DO NOi 5CALE TNESE DRA IN '✓ERPY BIILDRG ORIENTATION WITH COMRAGTCR AND 51M TANS SORE CONSTRCTICN. THESE DRAWW.Yi.5 DO NOT CCNTAN 6FECSIC W CWATICN FOR ANY STRICTURAL ELEMEMS (TO BE PROVIDED BY EW MER CF RECORDI MY 015CREPA!L^Y (DNENSIONS. ORIEMATICN. ETC) BETLLEEN THESE DRAWNGS AND THE A55OCIATED DRAWNGS ardor 517 DRAWINGS 5HALL BE REPORTED TO CONTRACTOR AT ONCE A NO CCNSTRCTICN SHALL PROCEED ,MIL CORRECTED. THE CONTRACTOR A -&HE$ THE f£SPONSIBILITT TO MEET ALL REWIREMEN75 � LOCAL BUILDING CffICIALS TO CWIPLT WITH STATE BNILDING CODES. W U � O aU J Q� j /1 w U x =�Q Q N MEW LATE I 4MM REVISHONS: I L WI MBY: FAE VERSION: 5r0 MISC. DETAILS EXTERIOR FIBER CEMENT SIDING OVER TFVEK' OR EQUAL HOUSEWRAP OVER EXTERIOR SHEATHING AND FRAMING PER STRUCTURAL DWGS. 6" WIDE SELF ADHERING, SELF HEALING WATERPROOF MEMBRANE UNDER 2 LAYERS OF BUILDING PAPER - TAPE/SEAL CORNERS CORROSION RESISTANT METAL HEADH HASHING WITH WRAPPED ENDS EXTERIOR GRADE SEALANT OVER BACKER MATERIAL INTERIOR 6" WIDE, SELF ADHERING, SELF HEALING WATERPROOF MEMBRANE SHIM SPACE PER MANUFACTURES' RECOMMENDATIONS CAULKING -TYPICAL WINDOW ASSEMBLY INSTALLED WITH CONTINUOUS SEALANT BEAD AT FLANGE PRIOR TO INSTALLATION NOTE WINDOW ASSEMBLY TO BE FASTENED TO STRUCTURE PER WINDOW MANUFACTURERS INSTALLATION REQUIREMENTS AND RECOMMENDATIONS HEAD AT FRAME WALL SCALE: 3"= 1'-0" EXTERIOR INTERIOR SELF ADHERING, SELF HEALING WATERPROOF WINDOW ASSEMBLY INSTALLED MEMBRANE SILL WITH CONTINUOUS SEALANT DAM -CONTINUE C MIN. BEAD AT FLANGE PRIOR TO UP JAMBS INSTALLATION E IERIOR GRADE�O CAULKING -TYPICAL e. SEALANT OVER _, 1X2 WOOD DAM FIBER CEMENT SIDING V OVER T(VE,' OR EQUAL INSTALL PLYWOOD, HOUSEWRAP OVER PAINTED BLACK BEHIND EXTERIOR SHEATHING WINDOWS AT AND FRAMING PER DORMERS, TYP. STRUCTURAL DWGS. NOTE -'WINDOW ASSEMBLY TO BE FASTENED TO STRUCTURE PER WINDOW MANUFACTURERS INSTALLATION REQUIREMENTS AND RECOMMENDATIONS SILL AT FRAME WALL SCALE: 3"= HORR LAP SIDING INSTALLED FOR FRMG. PER HORIZ LAP SIDING INSTALLED PER MFRS MFRS INSTRUCRONS o/ BUILDING STRUCTURAL DETAILS INSTRUCTIONS o/ BUILDING PAPER o/ PAPER o/ SHEATHING AS Gyp BD SHEATHING AS OCCURS (PER OCCURS (PER STRUCTURAL STRUCTURAL DETAILS) DETAILS) I I? LAP BUILDING PAPER MIN 3" o/ GSM DRIP EDGE FLASHING STUCCO FINISH COAT o/ FOAM TRIM SEE ELEVATION 24 GA GSM DRIP EDGE FTASd ZING v 2x6 ICE B WATER SHIELD AT CORNERS. V EXTEND 6" UP WALL — L" WOOD TRIM SEE ELEV FOR SIZE Ix WD. TRIM SEALANT TRACKASSEMBLY 2s RES DR. HEAD 2x RES DR. JAMB GARAGE DOOR JAMB STRIP GARAGE DOOR GARAGE DOOR TRACK OVERHEAD GARAGE DOOR JAMB SCALE: 11/2"- I' 0" FOR FRMG. PER STRUCTURAL DETAILS GYP. ED, _ 2xd U F OVERHEAD GARAGE DOOR HEAD SCALE: 1 IR"= 1'-0" EXTERIOR FIBER CEMENT SIDING OVER'IYVEK' OR EQUAL HOUSEWRAP OVER EIMIOR SHEATHING AND FRAMING PER STRUCTURAL DWGS. 6" WIDE SEF ADHERING, SELF HEALING WATERPROOF MEMBRANE OVER B07H LAYERS OF BUILDING PAPER EXTERIOR GRADE SEALANT OVER BACKER MATERIAL C WIDE SELF ADHERING, SELF HEALING WATERPROOF MEMBRANE INTERIOR TRIM SPACE PER NANUFACIURES' RECOMMENDATIONS DAULIJNG-TYPICAL MNDOW ASSEMBLY NSTALED WRH _ONTNUOUS SEALANT LEAD AT RANGE PRIOR f0 RNSTAIU7ION NOTE: WINDOW ASSEMBLY TO BE FASTENED TO STRUCTURE PER WINDOW MANUFACTURERS INSTALLATION REQUIREMENTS AND RECOMMENDATIONS JAMB AT FRAME WALL SCALE:3 I' 0" LAPE SIDING INTALL PER MANUF, o/ GRADE 'D' BLDG. PAPER o/ STRUCT. SHEATHING SEALANT WD TRIM SEE E.EV. FOR SIZE TYPED' BLD'G PAPER o/MOISTOP \ [4' MIN. LAP) o/ WINDOW FINISH SEALANT SUDING GLASS DOOR FRAME SLIDING GLASS DOOR HEAD SCALE: 3"= 1' 0" i Q 07I A11u DEVELORiEM ! � I DO NDi'LALE TNESE DRNNNGS. vERFYVi GRIEMp FL WRH CRAC�TOiOR AVD SITE TAE$E FOR: _,S DO JO7 THESE DRAWERS DO NOT N FOR J E6T C T RFOELEM WS (T ANT STROVrDE ELEY IN ER BE - PRO ). 4, EN.'np CF FOCCRD). ANY DISCREPANCY /DPIENSICNS, CRAW TIRJ, O T 45SOCIN THESE DRAWMCS AND THE ASSOCIATED DRAWERS PORTE SITE DRWU RASHALLT REPORTED TO ' COM7 A O AT ONCE AND ND ' CLNS ACTION SHALL PEED TWE LN CGhTeECTED.THE CCNTRACTGR dTOM E THE RESPMN75 OI TO4L ALL R ICIALS A TO CF LOCAL I LILTING 6FICIALS TD C COD WITH STATE PJIILDING CODES. � 4--I J N Qr 'a rl F O J , W i m W � U � Q x Q� MEWaTE IlEYISIOMS: i I L WA MHf: FM VERSION: 5=0 &HT .E MISC. DETAILS 8F@TI -3.4 I GENERAL STRUCTURAL NOTES: 1. ALL WORK SHALL CONFORM TO THE 2023 8th EDITION OF THE FLORIDA (INTERNATIONAL) RESIDENTIAL CODE AND APPLICABLE COUNTY CODE AMENDMENTS. STANDARDS LISTED IN STRUCTURAL NOTE SECTIONS REFER TO THE VERSION AND EFFECTIVE DATE IDENTIFIED IN THE REFERENCED STANDARDS CHAPTER IN THE GOVERNING BUILDING CODE NOTED ABOVE. 2. THE STRUCTURAL NOTES ARE INTENDED TO AUGMENT THE DRAWINGS. SHOULD CONFLICTS EXIST BETWEEN THE DRAWINGS AND THE STRUCTURAL NOTES, THE STRICTEST PROVISION SHALL GOVERN. 3. THE STRUCTURAL DRAWINGS FORM AN INTEGRAL PART OF CONTRACT DOCUMENTS, WHICH INCLUDE ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL, AND CIVIL/SITE DRAWINGS. COORDINATE THE STRUCTURAL DRAWINGS WITH THE REQUIREMENTS SHOWN IN THE OTHER COMPONENTS OF THE CONTRACT DOCUMENTS. 4. TYPICAL DETAILS AND OTHER SECTIONS/DETAILS APPLY TO CONDITIONS THAT ARE SIMILAR TO THE CONDITIONS DESCRIBED IN THE SECTIONS/DETAILS, EVEN IF THEY ARE NOT SPECIFICALLY REFERENCED ON THE PLANS. 5- THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEANS, METHODS SEQUENCES AND PROCEDURES OF CONSTRUCTION, INCLUDING BUT NOT LIMITED TO TEMPORARY SHORING AND BRACING. 6. DO NOT SCALE STRUCTURAL DRAWINGS. IF DIMENSIONS ARE OMITTED OR NOT CLEAR, CONTACT THE ENGINEER. 7. CONSTRUCTION SHALL COMPLY FULLY WITH THE APPLICABLE PROVISIONS OF OSHAAND 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 SCREWAND'MASONRY SCREWSHALL BE USED INTERCHANGEABLY WITHIN THESE DRAWINGS. CONCRETE/MASONRY SCREWS AS GENERICALLY SPECIFIED WITHIN THESE DRAWINGS SHALL REFER TO ONE OF THE FOLLOWING ACCEPTED MANUFACTURER PRODUCTS: SIMPSON STRONG TIE TITEN TURBO, GENUINE TAPCON, OR HILTI KWIK-CON II. 10. CONTENT LINKED WITHIN OR CODES THAT MAY BE SHOWN WITH THE DRAWING SET ARE FOR INFORMATIONAL PURPOSES ONLY AND THE PROFESSIONAL SEAL ON THIS DRAWING DOES NOT APPLY TO CONTENT CONTAINED WITHIN ANY OR CODES. 11. POST INSTALLED EPDXY ANCHORAGE GENERICALLY NOTED WITHIN THESE DRAWINGS SHALL BE EITHER SIMPSON STRONG TIE SET-3G, OR HILTI HIT-HY-150 DESIGN CRITERIA: 1. BUILDING RISK CATEGORY =11 2. VERTICAL LOADING: 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 AD =15 PSF D DECK/BALCONY LIVE LOAD -40 PSF NOTE TO TRUSS & I -JOIST MANUFACTURERS - ROOF & FLOOR SYSTEM DELEGATED DESIGN SHALL CONFORM TO THE FOLLOWING DESIGN STANDARDS: LOCATION TOTAL LOAD LIVE LOAD MAX TOTAL DEFLECTION ROOF TRUSSES L 240 240 1" FLOOR JOISTS/TRUSS I L/360 L/480 1 1 "'. NOTES: 1. MAXIMUM TOTAL LOAD DIFFERENTIAL DEFLECTION BETWEEN ADJACENT PARALLEL MEMBERS SHALL BE 5/8" . AN MEMBER SUPPORTING BRIM MASONRY SHALL BE LIMITED TO A TOTAL LOAD 2 Y SU O G BRIM MASONRY OF U600 3. FIELDSTONE AE CANNOT BE HELD RESPONSIBLE FOR ANY STRUCTURAL ISSUES RELATED TO ANY BUILDING COMPONENT IF COMPONENT SHOP DRAWINGS ARE NOT SUBMITTED TO FAE FOR REVIEW PRIOR TO FABRICATION, DELIVERY, OR INSTALLATION 3. LATERAL LOADING WIND CRITERIA: TORNADO WIND SPEED = N/A BASIC WIND SPEED -140 MPH EXPOSURE CATEGORY =C INTERNAL PRESSURE COEFFICIENT = +/- 0.18 (ENCLOSED) SEISMIC CRITERIA SITE CLASS =D SEISMIC DESIGN CATEGORY =A 4. EARTH PRESSURE LOADING: ALLOWABLE SOIL BEARING CAPACITY TOTAL LOADS (INCLUDING WIND & SEISMIC) =2000 PSF LATERAL EARTH EQUIVALENT FLUID PRESSURE WALLS UNBRACED AT TOP =40 PCF WALL BRACED AT TOP_ -55 PCF 5. GUARDRAIL/HANDRAIL LOADING: ALL GUARDRAIUHANDRAILS SHALL MEET 200 LBS (MINIMUM) CONCENTRATED FORCE APPLIED IN ANY DIRECTION. IN -FILL COMPONENTS OF GUARDRAIL SHALL MEET 50 PSF. THESE LOADS AND T ARE TO BE EVALUATED INDEPENDENTLYAR N T E O O ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD. DEFLECTION OF GUARDRAIL SHALL MEET THE CRITERIA SET FORTH BY THE INTERNATIONAL CODE COUNCIL EVALUATION SERVICES (ICC-ES) AC 273 - "ACCEPTANCE CRITERIA FOR HANDRAILS AND GUARDS" CONCRETE NOTES: 1. STRUCTURAL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE PER ACI 332 "RESIDENTIAL CODE REQUIREMENTS FOR STRUCTURAL CONCRETE". 2. CONCRETE PRODUCTION AND PLACEMENT SHALL CONFORM TO THE REQUIREMENTS OF ACI 332 "RESIDENTIAL CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" EXCEPT AS MODIFIED BY STRUCTURAL REQUIREMENTS NOTED ON THE DRAWINGS. 3. CEMENT SHALL CONFORM TO ASTM C150 "SPECIFICATION FOR PORTLAND CEMENT." CONCRETE SHALL BE NORMAL WEIGHT, UNLESS INDICATED OTHERWISE. 4. CONCRETE AGGREGATES SHALL CONFORM TO ASTM C33 "SPECIFICATION FOR CONCRETE AGGREGATES." 5. REINFORCING SHALL CONFORM TO ASTM A-615 GRADE 60. 6. REINFORCEMENT SHALL BE FABRICATED AND ERECTED ACCORDING TO THE ACI STANDARDS: "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT', ACI 315 - AND "MANUAL OF ENGINEERING AND PLACING DRAWINGS FOR REINFORCED CONCRETE STRUCTURES", ACI 315R. 7. REINFORCING STEEL AND WELDED WIRE FABRIC SHALL BE PLACED WITH MINIMUM CONCRETE COVER AND TOLERANCES AS FOLLOWS: SLAB -ON -GRADE: WITHIN UPPER 2/3 OF SLAB AND 3/4" MINIMUM COVER AT INTERIOR CONDITIONS; 1-1/2" MINIMUM COVER AT EXTERIOR CONDITIONS CONCRETE (FOUNDATION) AGAINST EARTH: 3" FORMED CONCRETE: 1-1/2" (#5 REBAR OR SMALLER) 2" (#6 REBAR OR LARGER) TOLERANCE: +/- 3/8" 8. REINFORCING STEEL SHALL NOT BE CUT, BENT OR STRAIGHTENED IN THE FIELD UNLESS APPROVED BY THE STRUCTURAL ENGINEER OR AS INDICATED ON THE DRAWINGS. 9. WELDING OF REINFORCING STEEL IS PROHIBITED UNLESS SPECIFICALLY DETAILED. WELDING WHERE DETAILED SHALL CONFORM TO AWS D1.4 SPECIFICATION. CONCRETE NOTES (CONTINUED): 10. CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH AS FOLLOWS: FOUNDATIONS & FOUNDATION WALLS: 2500 PSI SLAB -ON -GRADE & CONCRETE BEAMS: 2500 PSI 11. CONTRACTOR SHALL TIE REINFORCING STEEL SECURELY IN PLACE PRIOR TO PLACING CONCRETE AND PROVIDE SUFFICIENT SUPPORTS TO MAINTAIN THEIR POSITION WITHIN SPECIFIED TOLERANCES DURING ALL CONSTRUCTION ACTIVITIES. INSERTING DOWELS INTO WET CONCRETE IS NOT PERMITTED. ANCHOR RODS AND STEEL INSERTS SHALL BE SET BY TEMPLATE TO WITHIN A 1/8" TOLERANCE IN ANY DIRECTION WITH MINIMUM EMBEDMENT AND EXACT PROJECTION INDICATED ON THE DRAWINGS, PRIOR TO PLACING CONCRETE. 12. HOOKED BARS SHALL BE STANDARD 90 DEGREE HOOKS PER ACI UNLESS NOTED OTHERWISE ON THE DRAWINGS. MINIMUM LAP SPLICE SHALL BE CLASS B PER ACI 318. LOCATION OF LAP SPLICES SHALL BE AS INDICATED ON CONSTRUCTION DOCUMENTS. 13. DOWELS INTO FOUNDATION SHALL MATCH SIZE AND SPACING OF VERTICAL REINFORCEMENT AT ALL COLUMNS, PIERS AND WALLS, UNLESS OTHERWISE NOTED. 14 CONTRACTOR SHALL OBTAIN APPROVAL PRIOR TO PLACING OPENINGS OR SLEEVES NOT SHOWN ON THE DRAWINGS, THROUGH ANY STRUCTURAL MEMBER. 15.ONE OF THE FOLLOWING CONCRETE SLAB ON GRADE CRACK CONTROL METHODS SHALL BE USED (CONTRACTOR PREFERENCE): • CONTROL JOINTS: SHALL BE FORMED, SAWED, OR TOOLED TO A 1" MINIMUM DEPTH WITHIN 24 HOURS OF CONCRETE PLACEMENT. MAXIMUM JOINT SPACING FOR UNREINFORCED SLAB IS AS FOLLOWS: 3-1/2" SLAB: 8 FEET O.C. EACH DIRECTION 4" SLAB: 10 FEET O.C. EACH DIRECTION • WELDED WIRE FABRIC (W.W.F.) 6X6-W1.4XW1.4. WELDED WIRE FABRIC SHALL BE FURNISHED IN FLAT SHEETS (ROLLS NOT PERMITTED) AND SHALL CONFORM TO ASTM A-1064 AND HAVE A MINIMUM SIDE AND END LAP OF 8INCHES. - • MICRO- OR MACRO- SYNTHETIC FIBER REINFORCEMENT FIBER LENGTHS SHALL BE 1/2" TO 2-1/4" IN LENGTH. DOSAGE AMOUNT SHALL BE FROM 3/4 TO 3.0 POUNDS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116. THE MANUFACTURER/SUPPLIER SHALL PROVIDE CERTIFICATION OF COMPLIANCE WITH ASTM C1116 WHEN REQUESTED BY THE BUILDING OFFICIAL. 16. CONTROL JOINTS SHALL BE FURNISHED WITH A FULL-LENGTH KEYWAY CENTERED ON MEMBERS. WHERE THE SIZE OF KEY IS NOT SHOWN ON THE DRAWINGS, THE KEY SHALL BE 25 % OF THE CROSS-SECTION DIMENSION OF THE MEMBER AND MINIMUM 1-1/2 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 REINSPECTED BY THE GEOTECHNICAL ENGINEER/ TESTING LABORATORY AFTER REMOVAL OF WATER OR FROST. 7. CONTRACTOR SHALL FURNISH ALL REQUIRED DE -WATERING EQUIPMENT TO MAINTAIN A DRY EXCAVATION UNTIL BACKFILL IS COMPLETE. 8. A GEOTECHNICAL ENGINEER REGISTERED IN THE STATE OF WORK PERFORMED SHALL INSPECT THE CONDITION AND ASSURE THE ADEQUACY OF ALL SITE PREPARATION, SUBGRADES, FILLS, BACKFILLS BEFORE PLACEMENT OF FOUNDATIONS, FOOTINGS, SLABS AND WALLS. HE SHALL SUBMIT REPORT TO THE ARCHITECT/ENGINEER DESCRIBING HIS INVESTIGATIONS OF ANY NON -CONFORMING WORK. BACKFILLING: 1. DO NOT PLACE BACKFILL AGAINST FOUNDATION WALLS - DESIGNED AS SUPPORTED AT TOP AND BOTTOM - UNTIL BASEMENT LEVEL AND FIRST FLOOR SYSTEM ARE IN PLACE. SHORE AND/OR BRACE WALLS AS REQUIRED IF BACKFILLING OPERATIONS ARE TO BE CARRIED OUT PRIOR TO PLACEMENT OF FLOOR SYSTEM. 2. WHERE BACKFILL IS TO BE PLACED ON BOTH SIDES OF FOUNDATION WALLS, PROVIDE A BALANCED BACKFILL AGAINST FOUNDATION WALLS TO ELIMINATE LATERAL LOAD EFFECTS, OR PROVIDE NECESSARY TEMPORARY LATERAL SUPPORT TO THE TOP OF THE WALL UNTIL PERMANENT SUPPORT IS INSTALLED. 3. BACKFILL MATERIAL SHALL CONSIST OF CLEAN, WELL GRADE GRANULAR SOILS, FREE OF ORGANIC MATERIAL AND BE COMPACTED TO 95% OF MAXIMUM DENSITY, AS DETERMINED BY THE MODIFIED PROCTOR METHOD (ASTM D1557), IN LIFTS NOT EXCEEDING 8INCHES. MASONRY NOTES: 1. CONCRETE MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530, "BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES" AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 530.1 "SPECIFICATIONS FOR MASONRY STRUCTURES." 2. CONCRETE MASONRY SHALL CONFORM TO ASTM C90 AND HAVE A MINIMUM COMPRESSIVE STRENGTH 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 WITH MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 2,500 PSI. 6. STEEL BAR REINFORCEMENT SHALL CONFORM TO ASTM A615, GRADE 60. 7. VERTICAL CELLS CONTAINING REINFORCING AND GROUT SHALL FORM A CONTINUOUS CAVITY, FREE OF MORTAR DROPPINGS. B. VERTICAL CMU WALL REINFORCING SHALL BE AS NOTED ON THE DRAWINGS. DOWELS TO CONCRETE FOUNDATION TO MATCH SIZE AND SPACING OF VERTICAL REINFORCING UNLESS NOTED OTHERWISE. REINFORCE CMU CORE AT CORNERS, EACH SIDE OF CONTROL JOINTS AND EACH SIDE OF WALL OPENINGS WITH (1)-#5 CONTINUOUS VERTICAL REINFORCING BARS.. 9. HORIZONTAL BOND BEAM AND VERTICAL REINFORCING SHALL BE CONTINUOUS U.O.N. LAP SPLICE REINFORCING PER THE SCHEDULE OR USE MECHANICAL SPLICES ADEQUATE FOR 125% OF SPECIFIED YIELD STRENGTH OF THE BAR. LAP VERTICAL REINFORCEMENT WITH MINIMUM DOWELS OF SAME SIZE AND SPACING THAT HAVE BEEN PREVIOUSLY INSTALLED IN THE FOUNDATIONS. DOWEL EMBEDMENT IN CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF THE CONCRETE NOTES. BAR SIZE LAP SPLICE LENGTH BEND DIAMETER ACI HOOK #4 20" 3" 10" #5 25" 3-3/4" 19 #6 34" 4-1/2" 11" MASONRY NOTES (CONTINUED): 10. REINFORCING BARS SHALL BE HELD IN POSITION BY WIRE TIES OR OTHER APPROVED MEANS TO ENSURE DESIGN LOCATION AND LAP. PLACE BARS AND LAP PRIOR TO GROUTING. 11. GROUTING OF MASONRY WALLS SHALL CONFORM TO RECOMMENDED PROCEDURE FOR "LOW 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 3-413 - "BRACING CONCRETE MASONRY WALLS DURING CONSTRUCTION." WOOD FRAMING NOTES: 1. STRUCTURAL SAWN LUMBER, STRUCTURAL COMPOSITE LUMBER, AND CONNECTIONS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION." (NDS) 2. PLYWOOD HAS BEEN DESIGNED IN ACCORDANCE WITH "PANEL DESIGN SPECIFICATION." AND SHALL CONFORM TO "VOLUNTARY PRODUCT STANDARD PST 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 112" DIAMETER CAST -IN -PLACE ANCHOR BOLTS WITH 7" EMBEDMENT, 4" (MINIMUM) AND 12" (MAXIMUM) FROM END OF SILL PLATE(S), LOCATED WITHIN THE MIDDLE THIRD OF THE SILL PLATE, WITH NUT AND 3"x3"4.229" WASHERS AT THE ANCHOR SPACING BELOW: MAXIMUM ANCHOR BOLT SPACING = 2-0" O.C. REFER TO "PRE -APPROVED FIELD REPAIR NOTES" SECTION FOR ALTERNATE ANCHORAGE APPROVALS. FOR OTHER ANCHORS NOT LISTED, SUBMIT TO ENGINEER OR RECORD FOR REVIEW. 6. ALL LUMBER IN CONTACT WITH EARTH, CONCRETE, OR MASONRY - AND WOOD BEAMS POCKETING INTO CONCRETE OR MASONRY WALLS HAVING CLEARANCES LESS THAN 1/2" ON TOP, SIDES, AND END(S) SHALL BE PRESSURE TREATED OR SEPARATED WITH AN IMPERVIOUS MOISTURE BARRIER. 7. STRUCTURAL SAWN LUMBER SHALL BE SPRUCE -PINE -FIR NO.1 /NO.2 OR BETTER U.N.O. WITH BASE DESIGN VALUES: Fe= 875 PSI F, = 425 PSI FT = 450 PSI Fo= 1150 PSI Fv= 135 PSI E= 1400 KSI WITH THE MOISTURE CONTENT OF THE WOOD IN SERVICE WILL NOT EXCEED 19%. 8. BEARING AND EXTERIOR WALL STUDS SHALL BE CAPPED WITH DOUBLE (2X) TOP PLATES INSTALLED TO PROVIDE OVERLAPPING AT CORNERS AND AT INTERSECTIONS. END JOINTS IN DOUBLE (2X) TOP PLATES SHALL BE OFFSET AT LEAST 24 INCHES AND SHALL BE NAILED WITH NOT LESS THAN (8)-0.162"x2-1/2" FACE NAILS ON EACH SIDE THE JOINT.. DOUBLE (2X) TOP PLATES OF EXTERIOR WALLS AND INTERIOR LOAD BEARING WALLS SHOWN ON DRAWINGS SHALL BE SOUTHERN YELLOW PINE NO.2 OR BETTER WITH BASE DESIGN VALUES: Fg= 1100 PSI Fo,= 565 PSI FT= 675 PSI Fo= 1450 PSI FV= 175 PSI E= 1400 KSI WITH THE MOISTURE CONTENT OF THE WOOD IN SERVICE WILL NOT EXCEED 19%. 9. STRUCTURAL COMPOSITE LUMBER SHALL CONFORM TO ASTM D 5456 WITH THE FOLLOWING ALLOWABLE DESIGN STRESSES MICROLLAM LVL PARALLAM PSL (•) TIMBERSTRAND LSL E = 2000 KSI E = 1800 KSI E = 13DO KSI Fa = 2600 PSI Fa = 2400 PSI FB = 1700 PSI (*) -'BOOZER BEAM 2.1 E' ARE AN ACCEPTED ALTERNATE TO PSL COLUMNS SPECIFIED ON PLANS PROVIDED THE'BOOZER BEAM 2.1 E' IS OF EQUAL OR GREATER SECTION DIMENSION TO THE PSL COLUMN AND OF EQUAL OR LESSER HEIGHT 10. FLOOR SHEATHING SHALL BE 23/32 INCH, APA RATED SHEATHING, 48/24 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 GLUED AND NAILED TO SUPPORTING ATHIN G SHALL BE G U MEMBERS. ADHESIVE SHALL MEET APA SPECIFICATION AFG.01, APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. PROVIDE 0.131 "x2-1/2" COMMON NAILS AT 6 INCH O.0 ALONG SUPPORTED PANEL EDGES AND 12 INCH O.0 AT INTERMEDIATE SUPPORTS. 11.FOR INTERIOR WALL HEADERS PROVIDE (1)-2X JACK STUD AND (1)-2X KING STUD U.N.O. ON DRAWINGS. 12.FOR EXTERIOR WALL HEADERS PROVIDE (1)-2x JACK STUD AND (1)-2x KING STUD, MINIMUM, REFER TO CHART BELOW U.N.O ON DRAWINGS: WINDSPEED OF <= 140 EXP. C WALL HEIGHT 8FT 9FT 1OFT STUD SIZE HEADER SPAN (FT) 4 1J/1K 1J/1K 1J/1K 6 1J/1K 1J/1K 1J/2K 8 1J/1K 1J/2K 1J/3K 10 1J/2K 1J/2K 1J/4K 2x4 12 1J/2K 1J/3K 1J/4K 14 1J/2K iJ/4K ENG 16 1J/3K 1J/4K ENG 18 1J/3K ENG ENG WINDSPEED OF <= 140 EXP. C WALL HEIGHT 8FT 9FT LOFT STUD SIZE HEADER SPAN (FT) 4 1J/1K 1J/1K 1J/1K 6 1J/1K 1J/1K 1J/1K 8 1J/1K 1J/1K 1J/1K 10 1J/1K 1J/1K 1J/1K 2x6 12 1J/iK 1J/1K iJ/1K 14 1J/1K 1J/1K 1J/1K 16 1J/1K 1J/1K 1J/1K 18 1J/1K 1J/1K 1J/1K 13. WALLS SHOWN ON THE FRAMING PLANS ARE LOAD BEARING WALLS; WALLS NOT SHOWN ON STRUCTURAL FRAMING PLANS ARE INTERIOR NON -LOADING BEARING PARTITION WALLS. 14. LOAD BEARING WALLS SHALL BE CONSTRUCTED WITH 2X STUDS AT 16" O.C. MAXIMUM U.N.O. NON -LOAD BEARING PARTITION WALLS SHALL BE CONSTRUCTED WITH 2X OR METAL STUDS (18 PRE-ENGINEERED ROOF TRUSS NOTES: 1. ROOF TRUSS SHOWN ON STRUCTURAL DRAWINGS IN CONCEPTUAL ONLY TO ILLUSTRATE TRUSS -TO WALL CONNECTIONS AND DOES NOT SERVE AS A ROOF TRUSS DESIGN. ROOF TRUSSES SHALL BE DESIGNED AND MANUFACTURED IN CONFORMANCE FOR THE INDICATED LOADS WITH ANSI/TPI 1 "NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION." FINAL PRE-ENGINEERED ROOF TRUSS FRAMING LAYOUT AND DESIGNS TO BE BY ROOF MANUFACTURER'S DELEGATED ENGINEER. 2. ROOF TRUSSES SHALL BE DESIGNED FOR THE SUPERIMPOSED LOADS IDENTIFIED IN THE DESIGN CRITERIA NOTES SECTION. 3. THIS PLAN IS DEVELOPED FROM THE REVIEW OF MASTER TRUSS FILES. ANY LOT THAT DEVIATES FROM THE MASTER TRUSS FILE ON RECORD,OR FOR PLANS FIELDSTONE AE IS NOT CONTRACTED TO PERFORM TRUSS REVIEW ON, THE CONTRACTOR IS RESPONSIBLE TO ASSURE THE DIRECT COMPLIANCE OF TRUSS MANUFACTURER LAYOUT TO THESE DRAWINGS & VERIFY ALL TRUSS CONNECTORS ARE SUFFICIENT TO WITHSTAND THE UPLIFT/LATERAL LOADS IMPOSED 4. TRUSS MANUFACTURER SHALL PROVIDE HANGERS AND CONNECTIONS ADEQUATE FOR LOADS AT ALL TRUSS -TO -TRUSS, TRUSS -TO -BEAM, AND BEAM -TO -TRUSS CONNECTIONS. 5. REFER TO ARCHITECTURAL DRAWINGS FOR TRUSS SHAPE, OVERHANG, DIMENSIONS, SLOPES, SPANS, DRAINAGE, BEARING WALL HEIGHTS, ETC. 6. THE POSITIONS, WEIGHTS, AND METHODS OF ATTACHMENTS OF ALL MECHANICAL UNITS, ELECTRICAL FIXTURES, PLUMBING, FIRE SPRINKLERS, ETC SHALL BE INCLUDED IN THE DESIGN OF THE TRUSSES BY THE TRUSS MANUFACTURER. SEE ARCHITECTURAL DRAWINGS FOR ATTIC ACCESS SIZE AND LOCATIONS. 7. SUPERIMPOSED LOADS FROM SECONDARY FRAMING (I.E. SOFFITS, PARAPETS, VALLEY FRAMING, UPPER TRUSSES, ETC) SHALL BE INCLUDED IN THE DESIGN OF SUPPORTING TRUSSES. 8. CONTRACTOR TO PROVIDE TRUSS BRACING PER BCSI-63 IN ADDITION TO PERMANENT BRACING SHOWN ON THE TRUSS DESIGN PROVIDED BY THE DELEGATED TRUSS ENGINEER. PRE -APPROVED FIELD REPAIR NOTES: 1. MISPLACED DOWEL REPAIR: THIS NOTE DESCRIBES ALTERNATES TO MITIGATE THE CASTING OF REBAR VERTICAL REINFORCEMENT AT AN INCORRECT LOCATION. IF THE WALL HAS NOT BEEN BUILT: DRILL AND EPDXY #5 REBAR (36" LG.) INTO THE THICKENED EDGE OF SLAB AT THE CORRECT LOCATION. AS WALL IN CONSTRUCTED, LAP REBAR IN ACCORDANCE WITH MASONRY NOTES LAP SCHEDULE, PLACING A HOOKED BAR WITH 12" LAP AT THE TOP OF WALL WITH THE CONTINUOUS REBAR IN THE TIE BEAM/BOND BEAM. COMPLETE GROUTING OF WALL. IF THE WALL HAS ALREADY BEEN BUILT: PRIOR TO GROUT PLACEMENT, OPEN THE WALL AT THE CORRECT LOCATION APPROXIMATELY 16" (H) x 4" (W) AT FLOOR LEVEL. DRILL AND EPDXY #5 REBAR (32" LG.) INTO THE THICKENED EDGE OF SLAB. LAP VERTICAL REINFORCEMENT IN ACCORDANCE WITH MASONRY NOTES LAP SCHEDULE, PLACING A HOOKED BAR WITH 12" LAP AT THE TOP OF WALL WITH THE CONTINUOUS REBAR IN THE TIE BEAM/BOND BEAM. COMPLETE GROUTING OF WALL. 2. MISSING/MISPLACED ANCHOR BOLT: ALTERNATE SILL PLATE ANCHORAGE SOLUTIONS INTO 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. INTO GROUT FILLED MASONRY (GFCMU): A 1/2"x6" TITEN HD WITH 1-3/4" MINIMUM EDGE DISTANCE AND 8" MINIMUM END DISTANCE AT 4'-8" O.C. REPLACES A 112" DIAMETER ANCHOR BOLT WITH 7" EMBEDMENT AT 6-0" O.C.; LIKEWISE A 1/2"x6" TITEN HD WITH 1-3/4" MINIMUM EDGE DISTANCE AND 8" MINIMUM END DISTANCE AT 2'-8" O.C. REPLACES A 112" DIAMETER ANCHOR BOLT WITH 7" EMBEDMENT AT 4'-0' O.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 WIND SPEED (MPH) MAXIMUM SPACING <140 140 1'-6" 150 1'-3" NOTES: 1. MASA SPACING BASED ON NO MORE THAN ONE IN THREE INSTALLED WITH ONE LEG INSTALLED VERTICALLY ATTACHED TO STUD 4. MISSING/MISPLACED TRUSS STRAP ANCHOR: REFER TO "MISSED TRUSS STRAP REPAIR" DETAIL WITHIN DRAWINGS. FOR MISLOCATED TRUSS ANCHORS WHICH ARE GREATER THAN 1/8" BUT LESS THAN 1-112" FROM THE FACE OF THE TRUSS, A SHIM SHALL BE PROVIDED AND NAIL LENGTH INCREASED TO PENETRATE THROUGH BOTH PLYS OF MATERIAL (I.E. 3" LG. NAILS). WHEN GAP IS GREATER THAN 1-1/2", INSTALL NEW ANCHORS. 5. MASONRY WALL OVERHANGING SLAB BLOCK OVERHANG REPAIR < 5/8" NO REPAIR REQ'D 5/8" < OVERHANG < 1-1/2" GROUT SOLID BOTTOM 3 COURSES OF AFFECTED WALL LENGTH >1-1/2" CONTACT ENGINEER OF RECORD FOR REPAIR 6. NOTCHED TOP PLATES & STUDS REQUIRING REPAIR AT STUDS: STRUCTURAL REPAIR IS REQUIRED AT STUDS WHEN A STUD IS NOTCHED TO A DEPTH GREATER THAN 25%OF THE WIDTH IN BEARING WALLS, OR 40% IN NON -LOAD BEARING WALLS; OR WHEN A HOLE IS DRILLED/BORED TO A DIAMETER EXCEEDING 40% OF THE STUD WIDTH IN BEARING WALLS, OR 60%OF THE STUD WIDTH IN NON -BEARING WALLS. IF THE MAXIMUM HOLE/NOTCH SPECIFICATIONS ARE EXCEEDED THEN A STUD SHOE MUST BE INSTALLED. STUD SHOE REPAIRS ARE AS FOLLOWS: FOR 2X STUD USE HSS2-SDS1 S WITH (12)-1/4"X1-1/2" SIDS SCREWS. FOR MULTI -PLY 2X STUDS USE HSS2-"#"-SDS3 WITH (12)-1/4"X3" SIDS SCREWS, WHERE "#" CORRESPONDS TO THE NUMBER OF STUDS IN THE MULTI -PLY. AT TOP PLATES: A HOLE, CUT, OR NOTCH THAT IS GREATER THAN 50% OF THE PLATE WIDTH IS REMOVED FOR PIPING (EXCEPT WHEN THE SIDE OF THE WALL WITH THE NOTCH OR CUT Is COVERED BY WOOD STRUCTURAL PANEL SHEATHING), OR THE PLATES ARE CUT THROUGH, THE REQUIRED REPAIR IS A GALVANIZED 16-GAUGE METAL TIE THAT IS AT LEAST 1-1/2" WIDE AND MUST BE FASTENED WITH (8)-16D NAILS ON EACH SIDE OF THE OPENING. GA. MIN.) @ 24" O.C. MAXIMUM. 15, STUD COLUMNS UNDER LOAD BEARING POINTS OF GIRDERS/BEAMS SHALL MATCH THE GIRDER/BEAM PLY COUNT WITHIN 1/2" TOLERANCE (2-PLY STUD COLUMN MINIMUM). SOLID BLOCK ALL GIRDER/BEAMS THRU FLOOR SYSTEMS AND TO THE FOUNDATION. 16. WHEN NOT SHOWN ON DRAWINGS OR DETAILS, THE NAILING SCHEDULE FOR WOOD FRAMING SHALLELEMENTS COMPLY WITH THE IRC TABLEI 17. FLOORS STEMSN ARE DESIGNED BY THE TRUSS AND/OR WOOD I- JOIST MANUFACTURER'S OO Fieldstone DELEGATED ENGINEER AND BE IN CONFORMANCE WITH THE LOADS & DEFLECTIONS IDENTIFIED RECOMMENDATIONS, O O \\ �p • • • //// IN THE DESIGN CRITERIA NOTES SECTION. INSTALL PER MANUFACTURER'S \\ NOTES, AND DETAILS. FLOOR FRAMING CONCEPT LAYOUTS SHOWN WITHIN THE DRAWINGS ARE C.O.A.# ARCHITECURE: FOR ILLUSTRATIVE PURPOSES ONLY TO DEPICT FLOOR SYSTEM -TO -WALL CONNECTIONS. CHANGES TO THE CONCEPTUAL FLOOR LAYOUT SHOWN IS NOT PERMITTED WITHOUT A LETTER AA26002802 AND REVIEW FROM THE ENGINEER OF RECORD. PREFABRICATED WOOD I -JOIST SHALL CONFORM TO ASTM D 5055. C.O.E.# ENGINEE NO. S _ JURISDICTION SPECIFIC NOTES: 29349 1. FOR PARTIALLY ENCLOSED AREAS, INCLUDING BUT NOT LIMITED TO LANAIS, PORCHES, AND 0 I BRAHEM ELAYEB, PE BALCONIES A 1/2" (MINIMUM) EXTERIOR GRADE SOFFIT BOARD WITH A CEMENTITIOUS KNOCKDOWN FINISH IS ACCEPTABLE PROVIDED THAT IT IS PAINTED MEETING THE P.E.# 91476 ;• \ REQUIREPRODUCT SHALL SHALL BE ATTACHED PENTS OF ASTM C932 OGIVE THE ER MANUFACTURER ILING WATER SPECFICSPSTANCE. THE ECIFICATIONS TO BE NCOMIPLIIAOARD NCE ■ BENJAMIN NIESE, PE • �O�'`• STATE OF �(/\ ?� WITH R703.1. P.E.# 86025 0�0RIDp' • • • 2, THE SOFFIT DESIGN PRESSURE IS AS NOTED IN THESE DOCUMENTS. WITH KAYCAN VINYL SOFFIT // S ` • ... • • G \ � //49 INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIRMENTS AND ICC-ES EVALUATION REPORT ESR-1495 THE SOFFIT WILL COMPLY WITH R703.1. 06/21 /2024 � V� \\\ 01W. ``\\\ DATE Michigan 3400 Auburn Rd Suite 200 Auburn Hills, MI 48326 + 1 248.622.4035 Florida 12906 Tampa Oaks Blvd. Suite 150 Tampa, FL 33637 + 1 813.466.3310 www. fieldstoneae. com QO r--I O M z o z zW�Q Q ¢ M L U ¢ caa L SWAT F2 I0 •� 1IL . L DRAWN BY: FAE VERSION: 5.0 SHEET NAME COVER SHEET SHEET # SO.1-140 8" CMU, VERT. REINF. PERPLAN 9' STARTER ... - COURSE .. „ ALT. C @ 1 1/2"2"FROM FROM TOP OF SLAB K 4 FINISH GRADE T" @ MONOLITHIC FND. w/ 2 STORY (2)-#4 CONT. ON CHAIRS EXTERIOR MASONRY WALL FTG 11/01/2023 FMMn010 CMU COL. CMU COL. PER PLAN PER PLAN CMU COL. - VERT. REINF. VERT. REINF, PER PLAN PER PLAN PAVERS PER PLAN VERT. REINF. > SLOPE FINISH GRADE PER PLAN 0-0^ SLOPE p_p,—P o O w w .c o J w CONCRETE o 0 CONCRETE - p ¢ CONCRETE - o FOOTING - o FOOTING f m > FOOTING PER PLAN f m PER PLAN' O PER PLAN c2 O PER PLAN PER PLAN P E LAN CONCRETE PAVERS L PER PLAN MASONRY CORNER COLUMN 2/28/2022 F03C �. FGM-033 6" CMU, VERT. B. CMU, VERT. REINF. PER PLAN REINF. PER PLAN POURED CURB OR CMU BLOCK f 9" CMU STARTER COURSE _ _ _ _ FINISH GRADE _ POURED CURB OR CMU BLOCK FINISH GRADE T z o z o Z = o z 1-0^ MONOLITHIC FND. w/ (2) 1'-0" - MONOLITHIC FND. wl (2) 1�@ #4 CONT. ON CHAIRS 1'-4" @ #4 CONT. ON CHAIRS 2 STORY 2 STORY SP7RIOR MASONRY WALL @ GARAGE rov2p23 FMM D40 8" CMU, VERT. 8" CMU, VERT. REINF. PER PLAN REINF. PER PLAN a 101/2" POURED CURB OR M 4° POURED CURB OR CMU BLOCK p-p CMU BLOCK SHOP SLOPE MONOLITHIC FND. w/ (2) 3/4" RECESS IN SLAB 1_0MONOLITHIC FND. w/ (2) #4 CONT. ON CHAIRS 1'_4�@ #4 CONT. ON CHAIRS RECESS w/SLAB 2STORY RECESS w/PAVERS 2 STORY Fos GARAGE DOOR RECESSED SIIL 11/01/2023 FMM-060 WALT. DOOR PER SPEC. aDOOR PER SPEC. SGD PER SPEC. PE PAVERS PER SPEC. DOOR THRESH OLD w DOOR THRESHOLD 3" GROUT BED (THICKNESS VARIES) PAVERS PER C SL=PE(THICKNESS VARIES)ICK 0-0 J SLOPE a w SLOPE 0-0" — _ THRESHOLD _ I I I I F=l I F ICI 11LII Ir 1'7. ENTRY ®CONCRETE 140@ ENTRY CAL PAVERS 1'-4'�@ a SLIDING GLASS DOOR 2 STORY 2 STORY ALT. FLUSH BRICK 2 STORY EXTERIOR DOOR SILLS THRESHOLD 2/P8/2022 CL WALL & FTG ANCHOR BOLTS OR STRAPS, 2x FRAME WALL./ P.T. SEE GENERAL NOTES U.N.O. SILL PLATE, PER PLAN CONC SLAB PER PLAN 1' 0" (2) #4 CONT. ON CHAIRS" —#5 ALLOWED ILO #4 STHIII ENEI SLAB @ WALL (B INT. EARING) 11/01/2023 �NOTTO SCALE FMG-100 PER PLAN. EXPANSION ANCHOR 4" MIN POST PER PLAN EPDXY ANCHOR: POST BASE, SIZE PER 1-3/4" MIN CHART U.N.O. PER PLAN FINISH GRADE LOOPE CONC. SLAB PER PLAN r • zy o c7 r o 3 STD. SLAB BEYOND y w a FTG & REINF PER PLAN POST/FTG,LOCATION `*#5 ALLOWED ILO #4 POST BASE CONNECTOR SCHEDULE BASIC WIND SPEED PER GEN NOTES POST SIZE 1=140 MPH >140 MPH 4.4 ABW44Z ABU44Z 6x6 ABW66Z ABU66Z REFER TO DETAIL FOR MINIMUM EDGE DISTANCES IN ANCHOR TYPE SELECTION TYPE'ABW' POST BASES USE 1/2"X3-3/4" EXPANSION ANCHOR OR 1/2" ATR DRILL & EPDXY W/ 3" MIN EMBED TYPE'ABU' POST BASES USE 1/2"X5-1/2" EXPANSION ANCHOR OR 5/8" ATR DRILL & EPDXY W/ 8" MIN EMBED @ f VRCI 4 L!V V'V 11/01/2023 E�MTFG FMG ;'G-1 -110 W CMU, VERT. REINF. PER PLAN EXTERIOR FINISH (PER ELEV.) CONC SLAB PER PLAN PENETRATING FINISH FLOOR FINISH GRADE PIPE LOOP TIE AS REQUIRED PENETRATING PIPE — PVC SLEEVE" .-.. --• SIDE VIEW MONOLITHIC SLEEVEPVC .. " FRONT VIEW ; MONOLITHIC FND. PER PLAN "VERIFY LOCATION IN FIELD FND. PER PLAN 8"IN1 PENETRATION• CMU FMM-130 CL WALL & FTG 2x FRAME WALL w/ P.T. ANCHOR BOLTS OR STRAPS, SILL PLATE, PER PLAN SEE GENERAL NOTES, U.N.O. STEP PER PLAN S� DOPE 1L_ 1 (2)-#4 CONT. ON CHAIRS (3)-#4 AT 2 STORY" 2 STORY #5 ALLOWED ILO #4 Fos THICKENED SLAB @ GARAGE (BEARING) 11/01/2023 NOT TO SCALE FMG-090 ALTERNATE TO CORNER SPLICE: CORNER BAR w/ LAP PROVIDE CONT. STEEL SPLICE EA. SIDE. SAME REINF. BARS BENT AT .n_. SIZE AS CONT. FTG. STEEL CORNERS TO COMPLY . w/ THE INTENT OF THE -' BUILDING CODE I NUMBER OF CORNER BARS EQUALS NUMBER OF CONT. BARS < NUMBER OF VERTICAL LAP SPLICE REBAR PER PLAN DOWEL AS PER PLAN REQ'D IN PLAN REINFORCEMENT @ FTG. CORNERS 11/01/2023 F12 FGG-120 #4 REINFORCMENT SEE FOUNDATION PLAN (1) SEE FOUNDATION PLAN BAR CONT.,TYP. z g 9 1/4" FORM SLAB � SHOWER LOCATION ¢ - S LONGITUDINAL TRANSVERSE w &�Ell IN SLAB @ SHOWER 2/28/2022 FMM-260 ODO Fieldstone C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEE 29349 0 IBRAHEM ELAYEB, PE_ P.E.# 91476 ■ BENJAMIN NIESE, PE P.E.# 86025 06/21/2024 DATE No. 8 ., Q STATE OF RID N \0 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 00 O � I z_ i n Cn W z °Iz a W _ a C (5 z M a aQ Qx N 0. M N � O l� F- L DRAWN BY: FAE VERSION: 5.0 SHEET NAME FOUNDATION DETAILS SHEET # S1.0— 35'-0' 20'-6" 12'-0" 2'-6" 16'-6" 4'-0" _ 0" 10'-0"-D" RAC SID 24"X24'X12" CONC. FTG. W/ #4 BARS @ 12" O.C. EA. WAY fGiC SID o w L fli R1 Sld 31D c y S1d @OPT. @ OPT. @ OPT. SCREEN SCREEN SCREEN 4'-4" 2'-2" " 3'-10" 3'-10-a" I I 2'-2" " 3'-93'-10" 1'-a" 2-1 I' VERIFY MO VERIFY MO ERIFY VERIFY MO ■lei i 11111111■ 11 inrx MO ■ ■ ■ ■ — — — 51.0 — --- ■�InI. S1A o 1 r-71/2' a'-s^ 1 a'-1 o 1/2^ flo SIA FSI — 31A i • I ■ $1d flo sA 15' 2'. _---------- — . — — 1— � I ■ I I I'I I I I I • F)4 I O r VARI S- S1d ■ w Q N O ¢ ■ 24"X24"X12" CONC. FTG. W/ ¢� #4 BARS @ 12" O.C. EA. WAY O ■ F04 F06 $14 S1A I F07 F01 - • TSIA . ¢ O N•••• _ VERIFY ■ ■ ■ ■■ VERIFY MO MO a 4'-0" 1'-4" VERIFY MO VERIFY 3'-10" MO o O 24"X24"X12" CONC. FTG. W/ #4 BARS @ 12. O.C. EA. WAY 134, 15'-4" FOUNDATION PLAN - ELEV. F " SCALE: 1/4"=1'-0- NOTES: 1. 3 1/2" CONCRETE SLAB ON GRADE OVER VAPOR BARRIER 2. REFERENCE FINISHED FLOOR ELEVATION = 0'-0' 3. REFER TO DWG SO.1 FOR GENERAL STRUCTURAL NOTES 2 dib Fieldstone � F C.O.A.# ARCHITECURE: ` --:!•' AA26002802 C.O.E.# ENGINEERING: 025 _ 29349 13 IBRAHEM ELA =.0 P.E.# 91476 ■ BENJAMIN NIESE, PE .10 0 F P.E.# 86025 06/21 /2024 /S/`S/ONAI. DATE 111111 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 00 o� z W F M z M zW�Q v U a oa N F- DRAWN BY: I FAE VERSION: 5.0 SHEET NAME FOUNDATION PLAN - SLAB SHEET # S1.1 K I I CONTINUOUS LINTEL OVER MASONRY COLUMN. DRILL 3" HOLE IN BASE OF LINTEL & EXTEND REBAR THROUGH BF16-OB/1T 25 SH 25 SH 8F16-OB/1T w/ LINTEL RECESS 8F32-OB/1T SF16-OB/1T 2868 DOOR 25 SH rnt St2 I N'11 312 1 " RIM) 2x6 STUDS 0= e LINE OF SECOND FLOOR ABOVE A 4SC I CONTINUOUS LINTEL OVER 1 MASONRY COLUMN. DRILL 3" HOLE IN BASE OF LINTEL & EXTEND REBAR THROUGH 3-1/2"x5-11 PSL COLUMN 16070 O HG D w/LINTEL RECESS 3080DOOR 25 SHIN. B/1T 25 SH LL SF16-18/1T FIRST FLOOR WALL/HEADER PLAN - ELEV. IIKII SCALE: 1/4'-V " NOTE&: 1. REFER TO DWG SO.1 FOR GENERAL STRUCTURAL NOTES 0040 Fieldstone C.O.A.# ARCHITECURE: SF AA26002802 C.O.E.# ENGINEERING• _ 29349 13 IBRAHEM ELAYEB, PE P.E.# 91476 {� ■ BENJAMIN NIESE, PE _,. ST E O� P.E.# 86025 �i�� ' F� P 0624 '''41 At. DATE _ EE 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 00 O L C7 zW�Q U W O W a a Ci Z M a a Q o ox � CL "N E O L� L� F- DRAWN BY: FAE VERSION: 5.0 SHEET NAME WALL/HEADER PLAN SHEET # S2.1 K - MSTCM40 FROM KING STUD ACCROSS FLOOR TO CMU WALL BELOW (z) zxs (z> zxs 3050 SH 3050 SH (2)-2x4 WALL MSTCM40 FROM KING STUD ACCROSS FLOOR TO CMU WALL BELOW (2) 2x6 3050 SH END (2) 2x4 3050 SH GS16 HORIZONTAL STRAP CONT. ABOVE & BELOW OPENINGS PER SW6/S4.2 (2) 2x4 - C516 HORIZONTAL STRAP 3050 SH CONT. ABOVE & BELOW 3SC OPENINGS PER SW6/S4.2 FROM BASE (2)LSTA12 FROM BASE OF (4)Al2 OF 4) 2x COLUMN TO OF (2) 2x COLUMN TO (2) 2x4 (2) 2x4 GIRDER BELOW (2)LSTA12 FROM GIRDER BELOW 3050 SH 3050 SH BASE OF (2) 2x -- - COLUMN TO GIRDER BELOW (2)LSTA12 FROM BASE CS16 HORIZONTAL STRAP (2)LSTA12 FROM BASE OF (2) 2x COLUMN TO CONT. ABOVE & BELOW OF (2) 2x COLUMN TO GIRDER BELOW OPENINGS PER SW6/S4.2 GIRDER BELOW SECOND FLOOR WALL/HEADER PLAN - ELEV. IIKII SCALE'. 1/4-1'-0' ODO Fieldstone C.O.A.# ARCHITECURE: �� N AA26002802 C.O.E.# ENGINEERING: • 8 29349 O IBRAHEM ELAYEB, PE P.E.# 91476 Aw ■ BENJAMIN NIESE PE �i��. ' ST OF �0 P.E.# 86025 . ION �/ssfoNA` 06/21 /2024 DATE 111 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.fieidstoneae.com C� O x z' �WQo U z ° a Z M �Q x Qx nN o O F- L J DRAWN BY: FAE VERSION: 5.0 SHEET NAME SECOND FLOOR HEADER PLAN SHEET # S2.2K I ( Ipl A01 E SA1 SA1 611 &9 I L19 t I s+a — O � TION F LUMBI G DROPS PIC ) GIRDER PER es� MANUF. o o , I 01 LOCATION OF HTT4 w/ (18)SD #10 x 1-1/2" SCREWS & 5/8" (2) MTS16 TO (4)2x4 BUILT UP ATR THRU TOP PLATES TO HTT4 @ TOP OF (TYPICAL) COLUMN, DTT27w/ (8) 1/4"x1 3-1/2" 5-1/4" PSL COLUMN w/ (18)SD #10 x 1/2" SDS SCREWS TO BASE 1-1/2" SCREWS, HTT4 @ BASE w/ (18)SD #10 OF COLUMN & 1/2" ATR TO x 1-112" SCREWS & 5/8" ATR TO FOUNDATION (2)H ETA16 w/ ETA1d (3) 1 3(4"xt 6" LVL FOUNDATION. DRILL & w/ SET-3G EPDXY, MIN. 8" EMBED OR GIRDER PER MANUF. EPDXY w/ MIN. 8" EMBED. L19 OR GIRDER PER MANUF. NS U, COLUMN wLL 3-1/2"x5-1/4"PSL __- Li I. o o Wa (3) 1 3l4"x16" LVL ¢ � LIB R91 wa Z I OR GIRDER PER MANUF. �ry _ SW S{.1 �a a� N.1 1 PoA � �• _ _ N.1 S41 S41 (2) MTS16TO (4)2x4 BUILT UP COLUMN, DTT2Z w/ (8) 1 /4"x1 1/2" SIDS SCREWS TO BASE -1 OF COLUMN & 1/2" ATR TO FONDATION w/ SET-3G EPDXY, MIN 8" EMBED. FLOOR/LOW ROOF FRAMING PLAN ELEV. IIKII SCALE: i/4"=1'-0" NOTES: 1. REFER TO DWG SO.1 FOR GENERAL STRUCTURAL NOTES 2- REFER TO DETAILS ON DWG S4.1 FOR ROOF SHEATHING REQUIREMENTS m TRUSS NOTES UNLESS OTHERWISE NOTED ON PLANS: 1. ALL TRUSS STRAPS TO MASONRY ARE T BE META16. 2. ALL TRUSS STRAPS TO WOOD TO BE SIMPSON ON o E a H10A. WHEN INSTALLED EXTERIOR WALLS SHALL BE CONNECTE o€ v o€ - - - - THROUGH EXTERIOR SHEATHING. (2) - H2.5A TO BE USED TO MULTI -PLY TRUSS, (1) EACH SIDE w/Bd NAILS MIN. SIMPSON - - 2 r H2.SA MAY BE USED ON JACK TRUSSES h v E ON THE EXTERIOR OF THE WALL wA MI Q o - 3. ILOTYP METALTRUSS CONNECTORS, y E FRAME SCREWS MAY BE USED AT o a a CONTRACTOR OPTION PER THE FOLLOWING: A) TRUSS TO TOP PLATE TO BE (2) SIMPSON SDWC15600 . B) MULTI -PLY TRUSS REQUIRE (2) SDWC15600 AT EA. PLY C) (1) SDWC15600 SCREW FROM TOP PLATES TO JACK TRUSSES 4. FOR DBL TWIST STRAP TRUSS ' 1 CONNECTIONS (LTS/MTS/HTS) REFER T DETAIL R60 FOR INSTALLATION f'IIIICbI(jarl ', CONFIGURATIONS. 3400 AU burn Rd Suite 200 Auburn Hills, MI 48326 +1248.622.4035 DISCLAIMER Florida 12906 Tampa Oaks Blvd. FOR PLANS FIELDSTONE AE IS NOT CONTRACTED TO PERFORM TRUSS REVIEW ON, THE CONTRACTOR IS RESPONSIBLE TO Suite 150 ASSURE THE DIRECT COMPLIANCE OFTRUSS Tampa, FL 33637 MANUFACTURER LAYOUT TO THESE +1 813.466.3310 DRAWINGS&VERIFY ALLTRUSS CONNECTORS ARE SUFFICIENT TO WITHSTAND THE UPLIFT/LATERAL LOADS www.fieldstoneae.com IMPOSED. IF ANY TRUSS CONNECTOR SHOWN IN THE DRAWINGS CAPACITY HAS BEEN EXCEEDED THE TRUSS MANUFACTURER SHALL NOTIFY THE ENGINEER OF RECORD IMMEDIATELY 00 rl O x 1 Zw z F Q W W M 4 M a vi O M N W F_ ROOF FRAMING PLAN ELEV. IIKII SCALE'. 1/4"=1'-O' III NOTES: 1. REFER TO DWG SOA FOR GENERAL STRUCTURAL NOTES 2. REFER TO DETAILS ON DWG S4.1 FOR ROOF SHEATHING REQUIREMENTS ODO Fieldstone .�`�pl �.. F C.O.A.# ARCHITECURE: �• �.� S AA26002802 C.O.E.# ENGINEERING: No. 86025 29349 - * - 0 IBRAHEM ELAYEB, ` P.E.# 91476 ■ BENJAMIN NIESE, PE P.E.# 86025 �i� F, to 06/21/2024 ���ss�ONAL DATE ���/11100 DRAWN BY: FAE VERSION: 5.0 SHEET NAME ROOF & FLOOR FRAMING PLAN SHEET # S3.1 K STRUCTURAL SHEATHING, SEE PLAN AND DETAILS FOR ATTACHMENT PRE-ENGINEERED 11/2" WOOD TRUSSES AT 24" O.C. MAX. OR- 2x BLOCKING AT 2x RIBBON BOARD ATTACHED TO TRUSS SHEATHING EDGES w/ (3) w/ (3) 1Od NAILS, 24" 8d NAILS INTO TRUSS O.C. CENTER MAX. CONTINUOUS SPACING STRUCTURAL SHEATHING CONTINUOUS STRUCTURAL NAIL PER TYPICAL SHEATHING NAIL PER SHEATHING DETAIL TYPICAL SHEATHING DETAIL TYPICAL TRUSS TYPICAL TRUSS ANCHOR PER PLAN DETAIL AT TRUSS HEEL > 9 1/4" ANCHOR PER PLAN NOTE: REFER TO ARCHITECTURAL DRAWINGS AND/OR TRUSS MANUFACTURER DRAWINGS FOR SPECIFIC TRUSS PROFILE INFORMATION. (i.e. HEEL HEIGHTS, SLOPE, OVERHANGS) STRUCTURAL SHEATHING, SEE PLAN AND DETAILS FOR ATTACHMENT PRE-ENGINEERED WOOD TRUSSES AT 24" O.C. MAX. TRUSS ANCHOR PER PLAN FASCIA, (SEE ARCH DWGS) BOND BEAM �•�• PER PLAN DETAIL AT TYPICAL TRUSS • w/HEEL <97/4" Rol ROOF TRUSS ON MASONRY „/D,/2023 NOT TO SCALE RWM-010 2X4 BLOCKING AT 2'-0" STRUCTURAL SHEATHING, O.C. w/ (2) 12d TOENAILS (SEE PLAN FOR EA. END TO TRUSS ATTACHMENT) PRE-ENGINEERED BOND BEAM PER TRUSSES AT 24" O.C. PLAN AND SCHEDULE SHEATHING PER PLAN 8" CMU WALL, SEE META16 AT BLOCKING PLAN FOR VERT. REINF_ Rol WALL BRACING @ NON-BRG. EXT. WALL (NON -SHEAR) „/01/2023 NOT TO SCALE RWM-070 STRUCTURAL SHEATHING PER PLAN PRE-ENGINEERED TRUSSES AT 24" O.C. TRUSS STRAP PER PLAN MR IOR INTERIOR8"�EXTE'R WALL, SHEATHING PER PLAN SEN OR VERT. REINF. Ros BRACING @ PERPENDICULAR BRIG. WALL NON -SHEAR) 11/01/2023 NOT TO SCALE RWM-080 NOTE:' REFER TO ARCHITECTURAL DRAWINGS STRUCTURAL SHEATHING AND/OR TRUSS MANUFACTURER SEE PLAN AND DETAILS DRAWINGS FOR SPECIFIC 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 EDGES w/ (3)8d ATTACHED TO TRUSS w/ NAILS INTO TRUSS (3) 1Od NAILS, 24" O.C. CONTINUOUS STRUCTURAL CENTER MAX. SPACING SHEATHING NAIL PER CONTINUOUS STRUCTURAL TYPICAL SHEATHING DETAIL SHEATHING NAIL PER FRAMING PER PLAN TYPICAL SHEATHING DETAIL FRAMING PER PLAN DETAIL AT TRUSS HEEL>91/4" STRUCTURAL SHEATHING, SEE PLAN AND DETAILS FOR ATTACHMENT PRE-ENGINEERED WOOD TRUSSES AT 24" O.C. MAX. TRUSS ANCHOR PER PLAN FRAMING PER PLAN FASCIA, (SEE ARCH DWGS) CONTINUOUS STRUCTURAL SHEATHING NAIL PER TYPICAL SHEATHING DETAIL •:• DETAIL AT TYPICAL TRUSS w/ HEEL < 9114" ROOF TRUSS ON FRAMING 11/01/2023 CR( Roe RW W-020 TRUSS ATTACHMENT: AU -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: a. INSTALL TYPICAL TRUSS CONNECTOR THROUGH EXT. SHEATHING INTO DOUBLE TOP PLATES. EXT. SHEATHING s CONTINUOUSAND WILL TRANSFER COMBINED SHEAR & UPLIFT. b. INSTALL TYPICAL TRUSS CONNECTOR FROM TRUSS TO TOP PLATE ON INSIDE OF THE WALL. ADDITIONALLY INSTALL LTS12 TOP PLATE -TO -STUD CONNECTORS @ EA STUD. W. SHEATHING IS CONTINUOUS AND WILL TRANSFER COMBINED SHEAR & UPLIFT. t. INSTALL TYPICAL TRUSS SCREWS FROM TRUSS TO TOP PLATE, EXT SHEATHING IS CONTINUOUS AND WILL TRANSFER COMBINED SHEAR s UPLIFT. _ 4 to � ,4°-14` 22 1/2° TRUSS OR 3 OPTI L 30` M RAFTER SDWC15600 m m OVERHANG OVERHANG PER PLAN PER PLAN 1/2"A 3/4" SINGLE SDWC: CONFIGURATION A SINGLE SDWC: CONFIGURATION B (TRUSS OFFSET FROM STUD) (TRUSS ALIGNED WITH STUD) INSTALL THROUGH TOP PLATE INSTALL THROUGH TOP PLATE INTO TRUSS/RAFTER INTO TRUSS/RAFTER TRUSS OR RAFTER TRUSS OR RAFTER TRUSS OR RAFTER (2) SO s600 (2) SDWC15600 (2) SDWC15600 - m m m ® m m 3" OVERHANG OVERHANG OVERHANG +/- 1/4" PER PLAN PER PLAN PER PLAN ILL 3l4"-1 1/4" 3/4"-1 1/4" 111 1" 1/2"-V 1/2"-7/B" 1/2"-7/8" 3/4 DOUBLE SDWC: DOUBLE SDWC: CONFIGURATION B DOUBLE SDWC: CONFIGURATION D • +/- 1/4" m 20`-2 20`-25` CONFIGURATION A (TRUSS OFFSET FROM STUD) INSTALLED THROUGH 221/2` 22112` (TRUSS ALIGNED WITH STUD) INSTALL THROUGH TOP PLATE INTO TRUSS/RAFTER INTO TOP PLATE OPTIMAL OPTIMAL INSTALL THROUGH TOP TRUSS/RAFTER PLATE INTO TRUSS/RAFTER TRUSSIRAFTER TO DOUBLE TOP PLATE SCREW CONNECTIONS 11/01/2023 CONTINUOUS CONT. 2X4(MIN.) w/ STRUCTURAL STRUCTURAL (2) 1 Od NAILS SHEATHING PER PLAN SHEATHING, SEE PLAN FOR 2X4 OUTRIGGER AT 24" O.C. READ AT ATTACHMENT OVERHANGS GREATER THAN I5". 1 Od TOENAILS @ (2) A35 @ EA ATTACH TO GABLE DROPPED TOP CHORD OUTRIGGER TO 8" O.C. TRUSS TO w/, TRUSS CONNECTOR PER PLAN TRUSS w/ (3)tOd TOP PLATE HORIZONTAL BRACE, TOENAILS ONE EA. SIDE STRUCTURAL WALL FRAMING ALONG TOP PLATE SHEATHING PER PLAN DROPPED TOP GABLE w/OUTRIGGERS PER PLAN W000 2X4 BLOCKING @ CONT. 2X4 (MIN.) w/ RED'D AT 170 MPH OR GREATER EDGE NAILING SHEATHING EDGE (2) 1Od NAILS _ IN EDGE NAILING SHOWN END TO ADJACENT 2X4 LA LIEU OF BLOCKING AND w/ (2) 1Od @ EA. DDER FRAMING AT WITHIN THE GABLE, IT IS TRUSS WEB 24" O.C. REQ'D AT BLOCKING AS REQUIRED ACCEPTABLE TO ,USE (OR BOTTOM OVERHANGS UP TO 15". FOR BRACING BY TRUSS "EDGE NAIL ACCEPTABLE SPAUSE CHORD NAILING ATTACH TO TRUSS TOP MANUFACTURER. PERMANENT TRUSS AS SHOWN) CHORD w/ (2) 16d NAILS BOTTOM CHORD OF TRUSS AT 16" O.C. i BRACING PER TRUSS TO TRANSFER LOAD. MANUFACTURER@ 10'-0" 2X4 BLOCKING @ GABLE TRUSS w/ SEE REQUIRED TOE -NAIL SHEATHING EDGE w/ BRACING PER TRUSS MAX. SPACING. VERTICAL WEBS AS EDGE NAILING � (2) , Od @ EA. END NOTED IN THE MANUFACTURER (1) ADDITIONAL FLAT 2X4 TO ADJACENT STUD WITH BLOCKING SHEATHING FRAMING SHEET q-A A-q (i.e. BSCI REQ'MTS) EXTENDING A MIN. OF (3) SPLICED SHEATHING TRUSS NOTES TRUSS BAYS PLACED BETWEEN PERMANENT (3) IGJ NAILS @ (3) 1Od NAILS @ TRUSS BRACING EA. TRUSS CHORD EA. TRUSS CHORD (RESULTING IN S-0" MAX. NAIL BOTTOM CHORD PROVIDE 2XB PT PLATE w/ 1/2" DX1 x 11 OVERALL BRACING) OF GABLE TRUSS w/ ANCHOR BOLTS @ 4'-0" O.C. MAX w/ 3"x3" 12d's AT 4" O.C. PL WASHERS AND 7" EMBED. NOTCH HORIZONTAL 2x MASONRY HORIZONTAL 2x BLOCKING OVER PLATE. BLOCKING BETWEEN A35 I; A35 i' MASONRY WALL, BOND BEAM, LINTEL BEAM, FIRST 3 BAYS OF SEE PLAN FOR OR RAKED BEAM PER PLAN. FOR RAKED FRAMING TO A -A (WOOD) A -A (L�ASONRh ATTACHMENT OF ALL BEAM @VAULTED CONDITION, SEE PLAN PERMANENT BRACING • STRUCTURAL SHEATHING. AND DETAIL. w/ 1 Od @ 4" O.C. Ros GAB LE END TRUSS BRACING DETAIL 11/01/z023 CONT. 2X4 w/ (2) TYP TRUSS R WM-090 12d NAILS CONNECTOR PER PLAN STRUCTURAL SHEATHING PER PLAN RW W-030 VALLEY SET TRUSSES @ 24" O.C. VALLEY SET MIN. 9" LONG 20 TRUSSES @ GA. FLAT STRAP 24" O.C. w/(8)16d SHEATHING HEATHING PER PLANi�S ER PLAN 2X4 BLOCKING UNDER TRUSS ENDS, NAIL TO TRUSS CHORDS (1) SDWC156GD w/ (3) 1Od EA. TRUSS SCREW END. TO EVERY \\ TRUSS BELOW ?- OR VALLEY SET TRUSSES @ 24" O.C. SHEATHING PER PLAN 2X4 PURLIN @ EA. VALLEY �� TRUSS, NAIL 16 COMMON . TRUSS wl (3) 16d GUN NAILS • • BOTTOM CHORD OF VALLEY TRUSS NAILED TO PURLIN w/ B10d GUN NAIL @ B. D.C. TRUSS VALLEY SET OVER FRAME 11 /01/2023 Ros NOT TO SCALE RWG-060 STRUCTURAL TYR TRUSS 2X4 LADDER AT 24" 2X4 BLOCKING AT DIAGONALS ONLY. ATTACH AT EA. END w/ SHEATHING PER PLAN CONNECTOR O.C. RECID A7 OVERHANGS ECIDAT OVERHANGS 12d TOENAILS. NAIL SHEATHING BLOCKING AT 6" O.C. CONT. 2X4 w/ (2) PER PLAN GREATER THAN 12", ATTACH TO K w/ MIN. Sd NAILS. BLOCK4 BAYS BACK FROM GABLE TRUSS. w/ 12d NAILS TRUSS TOP CHORD w/ (2) 16d WHEN SECOND BRACE IS REQUIRED, NAILS AT 24" O.C. NAIL TO OPPOSITE SIDE OF BLOCKING. SEE REQUIRED STRUCTURAL 1. AT VERTICALS T-W TO 64' USE ONE 2X4 U' BACK. BRACING PER TRUSS �� SHEATHING MANUFACTURER PER PLAN 2. AT VERTICALS OVER 6'-6" TO 8'-4" USE (2) 2X4 "L" BACKS (1 J' EA. SIDE) (OR FRAME PER CASES BELOW). 3. AT VERTICALS OVER 8'-4" TO 13'-D" USE ONE 2X4 "L" BACK ALT. OUTLOOKER FRAMING AND AN ADDITIONAL DIAGONAL BRACE IS REQUIRED AT THE (REDD AT 170MPH OR GREATER) PEAK AND AT EVERY OTHER VERTICAL MEMBER IN THIS 3 RANGE. ATTACH THE DIAGONAL AT MID. HEIGHT AND TO THE CONT. 2X4 w/ (2) 12d NAILS BLOCKING BELOW THE ROOF SHEATHING w/ (5) 12d's AT EA. / END. IN ADDITION TO SECOND DIAGONAL, A STRUCTURAL SHEATHING { SEE PLAN FOR ALSO REQUIRED AT THESE VERTICALS AND ALSO PRE-ENGINEERED WOOD ATTACHMENT OF MUST BE ATTACHED 70 PA. "L" BACK WITH (2) 12d's AND ONE MUST B ATTACHED C TRUSSES AT Z-O" O.C. MAX. ALL STRUCTURAL SIMPSON HS OR ONE USP RTS CONNECTOR. SHEATHING. FASCIA SIDE NAIL ALL "L" BACKS AND STRONGBACKS w/ 12d's AT 6" (SEE ARCH. DWG.) 2x SHTG. O.C. NOTCH U' BACKS AT TOP AND BOTTOM. BLOCKING PRE-ENGINEERED WOOD TRUSS ANCHOR TRUSSES AT 2'-O" O.C. MAX. PER PLAN CMU WALL PER PLAN FASCIA (SEE ARCH. 41S-1AN DRAWINGS) SHEATHING PER PLAN PARTIAL WOOD BEARING DUTCH HIP TRUSS BRACING DETAIL (BOSTON HIP) 11/01/2D23 R 1 o RWM-100 "X" - 10% R HOUSE WIDTH �y� �I`�` x 11 2 "X" = 10 % - HOUSE WIDTH -- O1 2 3 HOU X - 10/ SE WIDTH - 3 SEE REQUIRED BRACING PERTRUSS MANUFACTURER Vl CONT. 2x FASCIA PER ARCHS wl (2) 12d NAILS PRE-ENGINEERED (REaD' AT 1 0 LL V 70MPH OR GREATER) STRUCTURAL SHEATHING PER PLAN 2X BLOCKING TOENAILED. THREE TRUSS BAYS BACK 2X4 PURUN@ 7 01 2 / 1Y x / WOOD TRUSSES AT 2'0" O.C. MAX. FROM GABLE END STRUCTURAL SHEATHING PER PLAN EA VALLEY TRUSS. NAILTO x O yl BOTTOM CORDRUGS - RIDGE RIDGE RIDGE 2x BLOCKING TOENAILED, 3TRUSS BAYS BACK NA� TRUSSON (3) = FROM GABLE END TO PURLIN w/ 10d G`GUNN NOAIIL 16d NAILS (:!)RIDGE O-4 GABLE END_ GABLE END N STRUCTURAL SHEATHING PER PLAN� 2X4 BRACE CONT. 2x FASCIA PER ARCHSwl BOSTON HIP x GABLE H25A @ EA. OVER FRAMEDTRUSS (2),2d NAILAX H2.SA ENGINEERED g 3 X ^ V 2x4 BLOCKING BETWEEN TRUSSES SHEATHING PER PLAN TRUSSANCHOR PRE - ENGINEERED WOOD WOOD TRUSSES AT 2'-0" O.C. MAX ROOF SHEATHING NAILS ROOF FASTENING ZONES 1 2 3 SHINGLE: 7/16" SPAN RATED SHEATHING 8d RING PANEL EDGES @ SUPPORTS (1) 6" O.C. 6" O.C. 4" O.C. OR SHANK TILE: 15132" SPAN RATED SHEATHING 0.113" x 2-3/W OR PANEL FIELD (1) 6" O C. 6" O.C. 6" O.C. METAL: 15132" SPAN RATED SHEATHING BOWD, ESRI" MASONRY CONTINUOUS 8" CMU WALL OR LINTEL, SEE SHEATHING EA. END PLAN FOR REINFORCEMENT EDGE 2x4 ACE / NAILING H25A @ EA. TRUSS TIE PER PLAN PER PLAN OVERFAMEDTRUSS H10A AEA END HANGER a� (2) SDWC75600 OF VALLEY SCREWS FROM PER TRUSS & 10' - 0" • EDGE NAWNG / TOP PLATES TO WOOD 2X4NUF' O.C. MAX - NOTES:SEE •� PER PLAN FRAMING PER PLAN TRUSS @ 16" O.C., EA PLY. FRAMING SHEATHING F 1, LONG SIDE OF SHEATHING TO BE PERPENDICULAR TO TRUSSES OR RAFTERS TYPICAL PLAN SHEATHIATTACHMENT WOOD (1) PLAN PER PLAN 2. EDGE SPACING ALSO APPLIES OVER GABLE END WALLS OR TRUSSES - FOR 3. FASTENING ZONES 2 AND 3 ARE EQUAL TO OF TOTAL HOUSE WIDTH, DIMENSION "X" OFFSET FROM ROOF EDGE. �p��� OVERFINED /±A DI [ END DETAIL yp /��p� �T�7/�1 T END 30' WIDE HOUSE = 3' ZONE, 40' WIDE HOUSE = 4' ZONE, SD' WIDE HOUSE = 5' ZONE, 60' WIDE HOUSE = 6' ZONE / SE 1'EnRVYYI R2oB W1DLE EI`I ULTIV MOD (11/3012023) . W1ULC DETAIL RZOC (MOD) 11/30/2023 RWG-202(RB 449) RW13-2W (RB-449) ROOF SHEATHING ATTACHMENT DIAGRAM (MAXIMUM OF 15o MPH EXP c),yo1/2023 ,„ RWG-110 a e> ernna f TR.- AT z<o.c.MAx. OSES Ta SS v. LaOiiaxz 3 < M NF1 7. Ass FFE- CAS c. V AUEs (1) SIMPSON HTSMI S loe Paovao eo T1 4T eA H=sc s 11 n�ncMH�oce. aEITo 000HAPLT PL ATESop_,o TOACT ENcweea Oar R13 MISSmTRUBSSIRAPREPAIH zaz3 O.. OHO Fieldstone �p °Eo =OEE Michigan 3400 Auburn Rd Suite 200 Auburn Hills, MI 48326 + 1 248.622.4035 Florida 12906 Tampa Oaks Blvd. Suite 150 Tampa, FL 33637 +1 813.466.3310 www.fieldstoneae.com O ^4 LJ zaaQ vi O W W v�i 7 Q 0 N � 1- 7 'I'. / /il L C.O.A.# ARCHITECURE- RAWN BY: FAE AA26002802 C.O.E.# ENGINEERING. No. 860 VERSION: 5.0 29349 SHEET NAME 0 IBRAHEM ELAYEB, PE ,0 DETAILS - P.E.# 91476 ROOF ■ BENJAMIN NIESE, PE STATE F SHEET # P.E.# 86025 06/21 /2024 ��SjS�NAL'�� `' S 4 . 1 DATE 1111 EXTERIOR WALL SHEATHING SHEATHING NAIL PANEL EDGE FIELD BLOCKING REQUIRED (MIN.) SIZE NAILING SPACING REQUIRED 7" 8d 3" O.C. 12" O.C. I ALL EDGES SHEATHING PANEL EDGE NAILING NOTE: PROVIDE BLOCKING AT ALL SHEATHING EDGES S m 3/8 STRUCTURAL SHEATHING SINGLE NAIL EDGE SPACING a 1/2S DOUBLE NAIL EDGE SPACING STUD SPLAN 2X4 BLOCKING PER AN SHEATHING SPLICE - SAME NAILING THICKNESS AND STRENGTH AXIS PER PLAN ORIENTATION AS WALL SHEATHING EXTERIOR WALL SHEATHING SHEATHING NAIL PANEL EDGE FIELD BLOCKING REQUIRED (MIN.) SIZE NAILING SPACING REQUIRED 7/16"ed SHEATHING 3" O.C. 12" O.C. ALL EDGES = S STRUCTURAL SHEATHING 71 FIELD NAILING, TVP. SINGLE NAIL ` EDGE SPACING PANEL EDGE NAILING TYPICAL SHEATHING DETAIL 01/2023 %1GABLEEND SHEATHING DETAIL 11/01/2023 �JraW-w., VVVG NOT TO SCALE WG010 NOT TO SCALE WGG-020 INT. FINISH WOOD BUCK ATTACHMENT: ALTERNATE: 1x CUSTOM P.T. BUCK TO 2v OR GREATER BUCK TO 1x WOOD MASONRY MASONRY 1x P.T. BUCK MATCH FRAME WIDTH, BUILT-UP THICKNESS < 2 ATTACH w/ "T" NAILS @ 4" 1/4" = 114"x4" MASONRY ATTACH FROM ENDS AND 12" O.C. SCREWS @ 4" FROM ENDS WINDOW PER REMAINDER. ATTACH AND 12" O.C. REMAINDER. FLORIDA WINDOW THRU BUCK INTO w/ 1 1/4" EMBEDMENT PRODUCT MASONRY PER FLORIDA gaEW SOWL PRODUCT APPROVAL FINASH PER ELEVATION ,�TYPICALWINDOW ATTACHMENT DETAIL 1y17/2021 �JNO1Tir0. SCALE W84-140 STRUCTURAL SHEATHING 2x FRAME WALL w/ P.T. & ATTACHMENT PER PLAN SILL PLATE, PER PLAN ANCHOR BOLTS OR STRAPS, SEE GENERAL NOTES, U.N.O. e" CMU WALL, BOND BEAM �jngj ••&VERT. REINF. PER PLAN (FMME WALL ON MASONRY WALL 11101 /2023 SNOT TO SCALE WGM-121TO SCALE WGM-121 EXT. WALL PER PLAN 2X4 BLOCKING @ 24" O.C. NAILED BETWEEN STUDS w/ (2) 10d NAILS EACH END INT. WALL CONNECTION TO EXT. WALL INT. WALL PER PLAN (2) 10d NAILS EN STUD TO EA. BL( WOOD BUCK ATTACHMENT: INT. FINISH 2c OR GREATER BUCK TO MASONRY 1x WOOD BUILT-UP THICKNESS < 21/4" = 1/4"x4" 2x P.T. BUCK MASONRY SCREWS @ 4" FROM ENDS AND 12" O.C. REMAINDER w/ 1 1/4" ATTACH DOOR PER EMBEDMENT FLORIDA PRODUCT APPROVAL • '_ ALTERNATE: 1x CUSTOM PT BUCK TO MASONRY rju-21, MATCH WIDTH,END ATTACH"/.C. BRICK NAILS @ 4" FROM ENDS AND 12" O.C. MOLDREMAINDER. ATTACH DOOR THRU BUCK INTO MASONRYPERFLORIDA FINISH PER�' ELEVATION PRODUCT APPROVAL Vi TYPICAL DOOR ATTACHMENT DETAIL 11/01/202DOOR ATTACHMENT DETAIL 11/01/2023 vV IJ soo v,a w..a NOT TO SCALE WGM-150 2X4 DBL. TOP PLATE BLOCKING JSH WITH E :ACE THAT \DJACENT RSECTING INTERSEC /ALL BEVOI PARTY OR TERIOR W, SILL PLATE FN IN CON 'I CONCRE 2/28/2022 WGW-181 PRE-ENGINEERED TRUSS PER MANUF @ 24" O.C. MAX; ATTACH TYP TRUSS STRAP PER PLAN (NOT SHOWN) (6) 0.148"x3" FACE NAILS THRU KING STUD TO HEADER (MIN.3 EA PLY.) HEADER STRAP REO'MNT PER TABLE ULT BASIC WIND SPEED HDR MAX CLR SPAN STRAP REQ'MNT <140 MPH 4 FT LSTA18 <140 MPH 9 FT I MSTC28 <160 MPH 5 FT MSTA24 (2)-2x TOP PLATE INSTALL SIMPSON SSP PLATE TIES @ 9" O.C. ALTERNATING SIDE OF THE WALL FROM TOP PLATES INTO RAISED HEADER BELOW OVER OPNG, TYR. TVP TRUSS -TO -TOP PLATE CONNECTOR PER PLAN HEADER PER PLAN, (2) PLY. MIN. ADDITIONAL JACK/KING STUD CONNECTOR HDR MAX CLR SPAN REQUIREMENTS PER PLAN. EDGE NAIL SHEATHING AROUND OPNG PER TYP SHEATHING DETAIL REO'MNTS # OF JACK STUD 2XFRAMING BELOW WINDOW SHEATHING PER PLAN PER PLAN OR OPNGS PER PLAN; OMIT AT AT FOUNDATION CONDITION -HOLD GENERAL NOTES DOOR OPNGS, TYP. DOWN REQUIREMENT PER TABLE ULT BASIC HDR MAX WIND SPEED CLR SPAN HD REQ'MNT AT 2-STORY FLR-TO-FLR <140 MPH 4 FT DTT2Z w/ (8)1/4 A-1/2 CONDITIONS (IF APPLIES): & 1 /2"x6' TITEN HD- <140MPH 9FT HTT4 w/(18)-0148"x1-1/2"TO KING & 5/8'x6 TITEN HD• — — — <160MPH 5 FT DTT2Z w/ (8)-1/4"xt-1/2" & 1/2"x6" TITEN HD` 2x STUDS, SPACING PER (2)-2x TOP PLATE (6) 0.14Wx3" FACE NAILS THRU KING STUD TO HEADER (MIN. 3 EA. PLY.) HEADER STRAP REQ'MNT PER TABLE ULT BASIC WIND SPEED HDR MAX CLR SPAN STRAP REQ'MNT <140 MPH 4 FT LSTA18 <140 MPH 9 FT MSTC28 <160 MPH 5 FT MSTA24 ULT BASIC WIND SPEED HDR MAX CLR SPAN HD REQ'MNT <140 MPH 4 FT I CS16x48" L.G. <140 MPH 9 FT (2) CS16x4W L.G.` <160 MPH 5 FT CS16x48" L.G. PLANMOTES TYP. U.N.O. STD HEADER CONFIGURATION ` APPLY (1) STRAP TO JACK STUD W/ ••••• (VIEWED FROM INTERIOR) HDR STRAP & (1) STRAP TO KING STUD a • AT CRAWL/BASEMENT CONDITION, TITEN HD SHALL BE SUBSTITUTED FOR ATR OF SAME DIAMETER DRILL & EPDXY 6" MIN EMBED TO FOUNDATION WALL TYPICAL OPENING@BEARING WALL (FUCCD) 11/01/2023 VYVJ so.. r. w.... WGW-050 DOUBLE 2x TOP TOP PLATE CONNECTOR, EXTERIOR CMU WALL PLATE SPACING PER PLAN (CHOOSE MID SPAN BLOCKING ONE): - BETWEEN EACH a. (1) SPH4 @ 2X4 WALLS STUD, U.N.O. (1) SPH6 @ 2X6 WALLS GARAGE DOOR AND b. (2) H2.5A (ONE EA SIDE OF TRACK, INSTALLED PER BOTTOM PLATE CONNECTORS, PLATE) MANUFACTURERS SPACING PER PLAN (CHOOSE ONE): c. (1) SP2 SPECIFICATIONS. a. (1) SPH4 @ 2X4 WALLS d. (2) SDWC15600 (1) SPH6 @ 2X6 WALLS e. STRUCTURAL SHEATHING & b. (2) H2.5A (ONE EA SIDE OF PLATE) SHEATHING PER PLAN NAILING PER PLAN 2X6 WOOD BUCK ANCHORED c. (2) SP1 (ONE EA SIDE OF PLATE) TO CMU w/ 1/2" x 6" "L" BOLTS d. (3) SDWC15450 SCREWS 2x STUDS AT 16" O.C. OR 5/8" x 6" SIMPSON TITEN e. STRUCTURAL SHEATHING & 2. BOTTOM PLATE HD'S w/ 2" WASHERS AT 24" NAILING PER PLAN PER PLAN O.C. &WITHIN 6" OF TOP AND �1 LOAD BEARING WALL w1 UPLIFT 8/27/2021 FRAME TO BUC� BOTTOM, OR (2) ROWS OF 1/4" TO MASONRY x 3" MASONRY SCREWS @ 12° vv I V sm. O.C. STAGGER ROWS 6" WGW-105 EXTERIOR CMU WALL 1/4" DRIVE-IN ANCHOR DOUBLE 2x TOP PLATE GARAGE DOOR AND TRACK, INSTALLED PER MANUFACTURERS MID SPAN BLOCKING BETWEEN SPECIFICATIONS. EACH STUD AT FRAME WALLS 2x STUDS SPACING w/ PLATE HEIGHT 9'-4" OR PER GENERAL NOTES TALLER, OTHERWISE MAY OMIT. U.N.O. PER PLAN 1/2" x 2 114" HILTI SLEEVE =QUALMI�� ANCHORTO MASONRYN1) P2" V'� {,' EMBED INTO MASONRY (1)PER SHEATHING BRACKET • 2x BOTTOM PLATE PER PLAN FRAME To • MATCHING WALL WIDTH ❑ MASONRY ❑'tea TYPICALGARAGEDOORATTACHMENTyo1/2o,,,0,/2623 W11144A1ff77-77LOADBEMINGWALLWIoUPLIFT 11,/2023 NOT TO SCALE WGM-160TO SCALE WGM-160 s WG01W-111 SHEATHING PER PLAN 2x STUDS @ 16" O.C. END STUD TO FLAT STUD w/ 0.162"x3-1/2" Ra osi@ Ifi.bo.c. 2x STUD STRUCTURAL T.O. BOND BEAN PER PLAN #5 REBAR, CONT. IN BOND BEAM BOND BEAM PER PLAN 2X CRIPPLE STUDS @ 16" O.C. OVER HEADER, TOP/BOTTOM STUD CONNECTORS PER W10/S4.2 TYP. ALT. HEADER CONFIGURATION (FOR INFORMATION BEYOND BREAKLINE OR NOT SHOWN REFER TO STD HDR CONFIGURATION) ROUGH OPENING MITER LINTELS BY ` BELOW FIELD CUTTING #5 REBAR IN VERTICAL GROUT FILLED CELL #5 CORNER DOWELS INSIDE i AND OUTSIDE OF VERTICAL Z #5 BAR AS SHOWN PRECAST LINTELS FILLED WITH GROUT p i3 •' � Ow ��90 DEG. CRNR DETAIL COLUMN BEL wl 2/28/2022 w,� �J WGM-250 TOP OF HEADER AT MTL STRAP LOCATION BOTTOM OF TOP PLATE MATCHES STD CONDITION PLATE HEIGHT PER PLAN 2x CRIPPLE STUDS (2)-2x CO FLAT PLATE USE (3)-2x PLATE AT DBL MTL STRAP LOCATIONS ALT RAISED HEADER END LENGTH CONTINUOUS DOUBLE 2x FULL HEIGHT KING STUD 2x TOP PLATE w/ PEN. NUMBER PER PLAN pER SCHEDULE PLATE HEIGHT PER PLAN HEADER PER PLAN 2x BLKG - USE DBL, OR FLAT 2x BLKG @ DBL OR 3" WIDE MTL STRAPS 2x JACK STUD - NUMBER PER PLAN/NOTES WALL SHEATHING PER PLANS/SHEAR WALL SCHEDULE SINGLE, DOUBLE OR FLAT 2x BLOCKING. TYP. (2) 2x SILL PLATE SINGLE OR DOUBLE STRAP PER PLAN. PLACED OVER OR BEHIND WALL SHEATHING 2x SILL PLATE w/ SILL ANCHORAGE PER PLAN STRAP # OF NAILS END STRAP @ EA. END LENGTH CAPACITY (LBS) CS20 /2" (16)0.131",2-1 9" 1030 CS16 (26)0.131"x2-1/2" 15" 1705 CMSTCI6 (58)0.148"x3-1/4"1 27"' 4690 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 00 r-I C*1 V) U W O Q W W v� ¢ M .a Q Q C M N LL F O/ W F- L_ DRAWN BY: FAE VERSION: 5.0 SHEET NAME DETAILS - WALL SHEET # S4.2 J PARALLEL TO SHEATHING ` #5 REBAR HOOKED 4� C0 119N§(8'T190 PER PLAN DOWEL ❑1� ❑ STUD w/ ••. 0.162"x3-1/2" #5 REBAR VERTICAL ■ W19 CAL1F'liANER 7n s/2o21 IN SOLID FILLED CELLS, (BEE PLAN) g 1 2 FTAO SHEAR WALL 11/01/2023 NOT TO SCALE WGW-180 WBW-120 #5 REBAR HOOKED DOWEL COO Fieldstone `�,• , \ `'•! I ►• '' �•,,, COMMON WALL, d-Q. S" —CLEAN CLEAN OUT AT (TYP.) 8 x 8 x 16 CMU - ALL FILLED CELLS C.O.A.# ARCHITECURE' WEAVE BLOCK COURSES EVERY SEE FOUNDATION PLAN OTHER BLOCKTYP.) @ EVERAND DETAILS FOR BLOCK TEE(INTERSECTIONYS '- FOOTING REINFORCING, AA26002802 FIFFI REBAR C.O.E.# ENGINEERING: N 0 _ t4 �TYPICAL REINFORCEDRUE CELL DETAL 11/01/2023 29349 _ >k SCALE #5U •`"-- O IBRAHEM ELAYEB, PE NOT TO WGM-190 0 P.E.# 91476 TYPICAL CMU INTERSECTION DETAIL 11/01/2023 ■ BENJAMIN NIESE, PE "lag ,®. w P.E.# 86025 �i �ORIDp! • /���� NOT TO SCALE WGM-182 • ' • • • • • • �/ `� 06DATE 24 /Sis/ONALliM 2x KNEE WALL OR PRE-ENG FLOOR STRUCTURAL SHEATHING & 2x FRAME WALL PER PLAN, CONT. 2x STRUCTURAL SHEATHING & TRUSS STUDS 24" O.C. w @ I ATTACHMENT PER PLAN CONT. ATTACHMENT PER PLAN CONT. PLATE 216d NAILS EA TRUSS META16 @ 24" O.C. (MAX.)'• THROUGH FLOOR SECTION / () @ THROUGH FLOOR SECTION •• NOTE: 2x4 VERTICAL INSTALLED TIGHT TO FLOOR SHEATHING &ATTACHMENT AND BOTTOM CHORD w/ 2x FRAME WALL PER PLAN, PANEL EDGE NAILING TOP CONT. 2x PLATE W (2)16d PER GENERAL NOTES TOENAILS AT LOCATIONS 16d NAILS RIBBON T WHERE TRUSS, TVP TOP 8 BOTTOM WHERE EMBEDDED STRAPS NAILS @ 16" O.C. TT AND END GABLE TRUSS PANEL EDGE NAILING 8d NAILS 3" O.C. WALL VERTICALS MISALIGNS. _ _ FLOOR SHEATHING & SHEATHING TO EA. a - - - - - - ATTACHMENT PER GEN. NOTES TRUSS END LEG TRUSS PER PLAN PANEL EDGE NAILING PANEL EDGE NAILING • SHEATHING PER PLAN 2X4 BRACING MIN. 6'-D" IN TRUSS PER PLAN META16 ANCHOR ••• LENGTH w/ 3 10d NAILS END PER ?_>: @ EA. TRUSS 8"CMU WALL, BOND BEAM _ ( ) ❑� &VERT. REINF. PER PLAN GABLE &MIN. (3) FLOOR TRUSS, ❑ PER PLAN 8" CMU WALL, BOND BEAM ■ BRACING SPACED MAX. 5'-0" O.C. ■ & VERT. REINF. PER PLAN eFLOOR TRUSS TO MASONRY WALL 11/01/2023 �1 FLOOR TRUSS TO MASONRY WALL 11/01/2023 sUr. LVLrz,u.,," LTM-010 NOT TO SCALE LTM-020 2x FRAME WALL PER PLAN, 2x FRAME WALL PER PLAN, i, STRUCTURAL SHEATHING & STRUCTURAL SHEATHING & 2x PLATE w/ (2)t6d NAILS @ 16" O.C. ATTACHMENT PER PLAN, CONT. CONT. 2x PLATE w/ (2O C ATTACHMENT PER PLAN, SECTION — FLOOR SHEATHING & ATTACHMENT THROUGH FLOOR SECTION"' NAILS @ 16" O.C. THROUGH FLOOR SECTION"" PER GENERAL NOTES FLOOR SHEATHING & TRUSS/JOIST PANEL EDGE NAILING ATTACHMENT PER PER PLANiL GENERAL NOTES PANEL EDGE NAILING TRUSS/JOIST BEAM/GIRDER PER PLAN PER PLAN BEAM/GIRDER PER PLAN PANEL EDGE NAILING SHEATHING PANEL EDGE NAILING PER PLAN NOTE: NOTE: ILO CONT WALL SHEATHING ILO CONT. WALL SHEATHING INSTALL SHEATHING PER INSTALL LSTA15 STRAP EA STUD, LSTA15 STRAP EA STUD, CORNERS & PLAN CORNERS &FLANKING ALL OPENINGS. TRUSS/JOIST CONNECTION TO FLANKING ALL OPENINGS. CENTER CENTER STRAP AT TOP OF BEAM/GIRDER BEAM PER MANUF. STRAP AT TOP OF BEAM/GIRDER 2-STORY CONNECTION AT BEAM 11/01/2023 �L08RY CONNECTION AT BEAM 11/01/2023 VIwe,aNOT TO SCALE LGG-070 SCALE LGG-080 2xa LEDGER OR TRUSS TOP CHORD w/ (2)12d NAILS TO EA STRUCTURAL SHEATHING 8 WALL STUD (MAX. 16" O.C.) STRUCTURAL SHEATHING & CONT. 2x4 BLOCKNG/LEDGER ATTACHMENT PER PLAN, CONT. STRUCTURAL SHEATHING ATTACHMENT PER PLAN, CONT. w/LED @ EA STUD &TOE THROUGH FLOOR SECTION & ATTACHMENT PER PLAN THROUGH FLOOR SECTION NAILED TO EA TRUSS 2x FRAME WALL PER PLAN, CONT. 2x FRAME WALL PER PLAN, CONT. — STRUCTURAL SHEATHING 2x PLATE w/ (2)16d NAILS @ 16" O.C. 2x PLATE w/ (2)16d NAILS @ 16" O.C. & ATTACHMENT PER PLAN FLOOR SHEATHING &ATTACHMENT FLOOR SHEATHING & ATTACHMENT PER GENERALNOTES PER GENERAL NOTES TRUSS PER PLAN PRE-ENG ROOF TRUSS PER TRUSS PER PLAN TOP CHORD BEARING 2x KNEE WALL OR MANUF., STRAP PER PLAN 2x KNEE WALL OR PRE -ENO ROOF TRUSS PER PRE -EN TRUSS PER PLAN TRUSS BOTTOM CHORD OR 2x LEDGER PRE-ENG TRUSS PER PLAN MANUF., STRAP PER PLAN e"CMU WALL, BOND BEAM w/ 10d NAIL TO EA VERTICAL & TO 8" CMU WALL, BOND BEAM (2) 2x6 LEDGER w/ 1/4" x 5" & VERT. REINF. PER PLAN BOTTOM PLATE/CHORD @ 16" O.C. & VERT- REINF. PER PLAN BIDS SCREW TO EA TRUSS VERTICAL & TO BOTTOM PLATE/CHORD @ 8" O.C. "NOTE: DETAIL L01 IS REQUIRED TO ACCOMPANY THIS DETAIL " NOTE: DETAIL L01 IS REQUIRED TO ACCOMPANY THIS DETAIL 2x FRAME WALL PER PLAN, CONT. 2x PLATE w/ (2)16d NAILS @ 16" O.C. 2x RIBBON w/ (2) 1Od NAILS @ EA. FLOOR SHEATHING & ATTACHMENT TRUSS PER GENERAL NOTES COUPLING NUT OR THREADED /��T���v'��� ROD CUT TO LENGTH { IWI� TRUSS PER PLAN w/ (2)10d -' - TOE NAIL TO TOP PLATE J 1/2" ALL -THREAD @ 32" SHEATHING PER PLAN O.C. @ ALL CORNERS AND FkARltlil �'WlL1JPERAU0�91 �� FLOOR TRUSSWIST TO FRAME WALL 11/30/2023 J �• MOD-RB(LGW- W-020) 2x FRAME WALL PER PLAN HOLD DOWN CONNECTION PER PLAN W ANCHOR BOLTS OR EPDXY ANCHOR w/6" MIN. EMBED. (EXPANSION BOLTS ARE NOT ALLOWED) 2x BOTTOM PLATE PER PLAN 2x BLOCKING @ EA. BEG. STUD PER PLAN AS SHOWN _ PRE-ENGINEERED TRUSS/JOIST PER PLAN 8" CMWALL, BOND BEAM & VERT.UIEINF. PER PLAN S BEARING STUDS TO BOND BEAM DETAIL 2/28/2022 o. LGM-260 STRUCTURAL SHEATHING & 2x4 LEDGER OR TRUSS TOP ATTACHMENT PER PLAN, CONT. THROUGH FLOOR SECTION CHORD w/ (2)12d NAILS TO EA WALL STUD (MAX. 16" O.C.) STRUCTURAL SHEATHING 2x FRAME WALL PER PLAN, & ATTACHMENT PER PLAN CONT. 2x PLATE w/ (2)16d NAILS @ EA TRUSS CONT. 2x4 RIBBON FLOOR SHEATHING & — ATTACHMENT PER GEN. NOTES TRUSS PER PLAN _ PRE -EN., ROOF TRUSS PER MANUF MANUF., STRAP PER PLAN CONT. 2x4 RIBBON TRUSS BOTTOM CHORD OR 8" CMU WALL, BOND BEAM 2x LEDGER W/ (2)10d NAIL & VERT. REINF. PER PLAN TO CONT. RIBBON @ 16" O.C. "NOTE: DETAIL L02 IS REQUIRED TO ACCOMPANY THIS DETAIL %� FLO_OR TO MASONRY WALL @LOW ROOF 2/28/2022 FLOOR TO MASONRY WALL @LOW ROOF 2/28/2022 �� FLOOR TO MASONRY WALL @ LOW ROOF 2n 7/2021 `JNOT TO SCALE LTMm110 �JNOT TO SCALE LTM-_I20 J NOT TO SCALE LTM-130 STRUCTURAL SHEATHING & ATTACHMENT PER PLAN, CONT. STRUCTURAL 2x4 BLOCKING BETWEEN EA THROUGH FLOOR SECTION CONT, 2.4 BLOCKING/LEDGER SHEATHING TRUSS (OR CONTINUOUS AS CONTINUOUS TRUSS ALLOW 3 10d TOE 2x FRAME WALL PER w/ (3)1 Od @ EA STUD & TOE ) wl( ) PLAN, CONT 2x PLATE w/ NAILED TO EA TRUSS 2x SITU N T [� P.IL TO (2)16d NAILS @ 16" O.C. STRUCTURAL SHEATHING C P F R �WWM�nP , BEAM/GIRDER PER PLAN & ATTACHMENT PER PLAN CO EDGE NAILING PER PLO A DETAILS FLOOR SHEATHING & ,iUSSES ATTACHMENT PER PER PLAN GENERAL NOTES EDGE NAIL SHEATHING i TRUSS/JOIST TRUSS/JOIST PER PLAN - PRE-ENG ROOF TRUSS PER PER PLAN MANUF., HTU26 OR HANGER SHEATHING PER PLAN SHEATHING PER PLAN PER MAUNF., U.N.O. BEAM OR EDGE NAIL SHEATHING FLOOR TRUSS GIRDER •" NOTE: ILO CONT. WALL SHEATHING INSTALL LSTA15 STRAP EA STUD, CORNERS & FLANKING ALL OPENINGS. CENTER STRAP AT TOP OF BEAM/GIRDER L1 s 2,STORY CONNECTION AT BEAM 8/18/2022 NOT TO SCALE L8GT160 H41'x5" SIDS @ I A TRUSS TU26 OR 7H7pAAL�NJGER ppPnElR��lFF 'NOTE: ,Lµv0RNATNE TO THE WAL HING BEING CONTNNOUS TO THE BEAM BELOW IS TO USE LSTA12 @ EA STUD ABOVE TO BEAM BELOW L18 2- STORY CONNECTION AT BEAM WI LOW ROOF MOD (5/10/2022) NOT TO SCALE LGG-184(IE-450)"TM 2x FRAME WALL PER PLAN CONT. 2x PLATE w (2)16d NAILS i6" O.C. FLOOR SHEATHING & ATTACHMENT LSTA12 @ EA. TRUSS VERTICAL, PER GENERAL NOTES BEND @ BOTTOM PLATE FIELD FRAME 2X4 KNEE WALL OR PRE-ENG FLOOR TRUSS, STUDS @ 24" O.C., TOE NAIL BOTTOM PLATE/CHORD w/ 10d NAILS @ 6" O.C. LSTA15 @ EA. VERTICAL, BEND TRUSS / JOIST PER PLAN (a BOTTOMOF TOP PLATE SHEATHING PER PLAN 2x FRAME WALL PER PLAN ��FLOORTRUSSIJOISTTOFRAMEWALL 12/17/2021 .".,� �v� LGW-030 ORO Fieldstone C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERING: 29349 O IBRAHEM ELAYEB, PE P.E.# 91476 ■ BENJAMIN NIESE, PE P.E.# 86025 06/21/2024 DATE ``0 ``%I1I11j ' M 4" �' S No. 8602 S OR10' •' G�?�� AL Michigan 3400 Auburn Rd Suite 200 Auburn Hills, MI 48326 +1 248.622.4035 Florida 12906 Tampa Oaks Blvd. Suite 150 Tampa, FL 33637 +1 813.466.3310 www.fieldstoneae.com O I U L W W a ,Z M a A Q o Q� M FLL'I � N l� F_ DRAWN BY: FAE VERSION: 5.0 SHEET NAME DETAILS - FLOOR SHEET # S4.3 J 2x LET -IN THRUST BLOCK 2X12 STAIR STRINGER w/ (8)10tl (0.148"x3") NAILS (2) 2X8 BEAM TO WOOD FRAMING OR (3)1/4"x2-3/4" CONCRETE STAIR LANDING_ STAIR LANDING_ SCREWS TO SLAB ELEV. 8 SIZE ELEV. &SIZE 2X12 STAIR PER ARCH. PER ARCH- STRINGER 0 0• PLANS PLANS (2) 2X8 BEAM 2X6 FLOOR JOISTS @ 16" O.C. 2x LEDGER ATTACHED TO 2X6 FLOOR JOISTS TO BEAM w/ LUS26 HANGERS (2) 2X8 HEADER w/ (2)16d @ 16" O.G. TO BEAM NAILS @ 8" O.C., STAGGERED w/ LUS26 HANGERS STRUCTURAL SHEATHING, REFER TOP OF FLOOR TOPOF FLOOR ELEV. PER PLANS A35 CLIP EA STRINGER TO ELEV. PER PLANS 12 PER TO STRUCTURAL SHEETS FOR 2X LEDGER, MAX. NAILING TRUSS/JOIST ELEV. NAILING & OTHER REQ. PER MANUF. ROOF TILE (OR SHINGLE PER SPEC.) TRUSS STRAP PER STRUCT. DETAILFLOOR GIRDER/RIM FLOOR TRUSS PER MANUF. ;ORTRUSS PER PLAN TOP OF WALL CONT. 2xBAND BOARD w/ LSC STRAP @ EA (REFERELEV.) (4)10d NAILS TO EA TRUSS ATTACHED TO STRINGER TO BACKER 2x6 LEDGER ATTACHED TO FLOOR TRUSS W 1 Od NAILS INSULATION AS 2x BAND w/ (2)10d NAILS @ 3" O.C. ALONG BOTTOM PER SPEC. FASCIA PER COMMUNITY SPEC. @ 4" O.C. STAGGERED CHORD AND ALL WEBS SOFFIT & OVERHANG PER SPEC. PRE-ENGINEERED ROOF TRUSSES, REFER TO TRUSS MANUF. DWGS FLOOR JOIST OR TRUSS SYSTEM & DIRECTION PER STRUCTURAL REFER TO 2ND FLOOR JOINT DETAIL RIM BD. OR TRUSS PER STRUCT. ♦ (REFER TO ELEV.) BOND BEAM PER PLAN INTERIOR III"I EXTERIOR SEE STRUCT, FOR ALL REINF, RED SEE STRUCT. FOR VARIATIONS AILS IN.FL FINISHED GRADE MONOLITHIC FND., SEE STRUCTURAL DETAILS FOR WIDTH, DEPTH, & REINF. REQ. 1 1/2" MIN. 10" MIN. 1 1/2' MIN. GRASPABLE HANDRAIL; y� TREAD 1 1/4" MIN. TO 1 1/2. MAX. DIA. 1 HANDRAIL BRACKETS TO BE CONNECTED TO RETURN HANDRAIL FRAMING PER MANUF. INTO 1x BACKER BD. m z RECOMMENDATIONS = LL /4"- 1 1/4" NOSING STRUCTURAL SHEATHING, STRUCTURAL SHEATHING. REFER r9'YG GREATEST VARIANCE BETWEEN LARGEST m OH REFER TO STRUCTURAL SHEETS TO STRUCTURAL SHEETS FOR F91, TREAD AND SMALLEST TREAD SHALL NOT BE SECTION PLAN FOR NAILING & OTHER RED. NAILING & OTHER REQ. GREATER THAN 3/8". GREATEST VARIANCE INSULATION AS PER SPEC. INSULATION AS BETWEEN TALLEST RISER AND SHORTEST HANDRAIL REQUIREMENTS PER SPEC. RISER SHALL NOT BE GREATER THAN 3/8". PRE-ENGINEERED ROOF TRUSSES. PRE-ENGINEERED ROOF TRUSSES. REFER TO TRUSS MANUF. DWGS 12 REFER TO TRUSS MANUF. DWG ICAL STAIR DETAILS 11/01/2023 PER PER F.y wam ELEV. ASPHALT ROOF SHINGLE ELEV. ASPHALT ROOF SHINGLE 8�7w. WSG-101 (OR TILE PER SPEC.) (OR TILE PER SPEC.) TRUSS STRAP PER TRUSS STRAP PER STRUCT. DETAILS STRUCT. DETAILS REFER TO PLAN REFER TO PLAN A35 CLIP EAR A35 CLIP EAR FLOOR IOPOFR.00A p u STRINGER TO ELEV. PER STRINGER TO ELEV. PER GIRDER/RIM ELEV. PER _ FASCIA PER 2X LEDGER, PLANS 2X LEDGER, PLANS PER PLAN PLANS FASCIA PER COMMUNITY SPEC. COMMUNITY SPEC. MAX. NAILING MAX. NAILING SOFFIT & OVERHANG SOFFIT & OVERHANG PER SPEC. PER SPEC, BONDBEAM PER PLAN BOND BEAM PER PLAN FLOOR TRUSS TRUSS/JOIST FLOOR TRUSS 12MI[.6INEIi ATTACHED PER MANUF. PRECAST LINTEL PER PLAN EIMM&1711�ANO TO FLOOR TRUSS w/ 10d LSC STRAP @ BOARD w/ (4)1 Od NAILS @ 3" O.C. ALONG EA STRINGER OPENING w/ PRECAST4-$LL�R'ATTACHED BOTTOM CHORD AND ALL TO BACKER SILL PER PLAN T8Lfft$ANDw/ (2)10d WEBS NAILS _ 4" O.C. SEE STRUCT. FOR TAGGERED ALL REINF. RED. SEE STRUCT. FOR (S TYPICAI. STAIR DETAIL�9 2/28/2022 ,ALL REINF REO. 1 o i v� s� •rw^= WSG-102 INTERIOR IN A2 EXTERIOR INTERIOR EXTERIOR SEE STRUCT. DETAILS SEE STRUCT. DETAILS FOR VARIATIONS FOR VARIATIONS 0'-0' FIN. FL. 4,0'-0" FIN. FL. FINISHED GRADE FINISHED GRADE MONOLITHIC FND., SEE MONOLITHIC FND., SEE STRUCTURAL DETAILS FOR STRUCTURAL DETAILS FOR WIDTH, DEPTH, & REINF. RED. WIDTH, DEPTH &REINF. REQ. EaA TYPICAL2STORYWAIlSECTION 11/01/2023 �UIMLIITIRIWALSECTION 1/01/2023 sot TYPICALI STORY WAIISECTION 11/01/2023 WSG-041 WSM-010 WSM-020 (2) 2X8 BEAM 2x LET -IN THRUST BLOCK w/ (8)10d (0.148"x3") NAILS �'�' TO WOOD FRAMING OR ELEV. &SIZE 2X12 STAIR ELEV. &SIZE 2X12 STAIR (3)i/4"x2-3/4" CONCRETE PER ARCH. PER ARCH. PLANS 2x LEDGER PLANS STRINGER SCREW.Or LAB)CZX ATTACHED TO (2) 2X8 BEAM (2) 2X8 HEADER ax"LOUR 09TS 2X6 FLOOR JOISTS t0d'%O.C. TO BEAM @ 16, O.C. TO BEAM 6T&OSMMNGERS w/LUS26 HANGERS St o TYPICAL STAIR DETAILS 1/12/2021 WSG-104 ODO Fieldstone ........ . • C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERING: 29349 [3IBRAHEM ELAYEB, PE P.E.# 91476 ■ BENJAMIN NIESE, PE P.E.# 86025 Pk 0 06/21/2024 DATE No. 86 ATE OF ••• �(/�� VEc - -"EE 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 VEc - -"EE 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 �LL C� O\\ � r� V zW�q f-4 U O Q W a Q M -a 1b.)^-.,, x ox M N � O L _J DRAWN BY: FAE VERSION: 5.0 SHEET NAME DETAILS - MISC. SHEET # S4.3.1_ 140 WINDSPEED CHARTS 140 MPH 2O23 FL- C & C Pressures ASD E fettNe Wind Area Ga6k Ibof Components Hip mool cmwy nenta Wan Compments Zane 1 Lone 2 tone 3 Lene 1 Lane 2 2one 3 Zane 4. Lone 5 A>100SQFT Girders 114 -27.4 13.d -33.0 13.4 -37.8 13.4 -23.5 13.4 -7B.3 11T21,3 24.1 26.5 2Q1 -29.4 A <50 SQFT Windows 1Q8 -3L3 14.8 -42.5 1Q8 -49.5 14.4 -27.8 1Q4 -356 14A3.IS25.3 -27.7 25.3 -3L9A- 10 SGFT(F. stems) 18.7 -40.2 18.7 -64.2 1&7 -76.2 2L1 -37.8 21.1 -523 21.1523 28.3 1 -3115 1 293 1 -37.9 Componerds and Gadding Pressures (ASO) - 2023 R. PwIld" Ple ally, Width HeIrM Effective f1e1111a Deaerlptl 2orw Ll ft ArenfftM fP>'1f fRIft 16070 OHGO 7 112 23.7 -26.3 80700HGD 7 56 24.7 -27.9 3080 DOOR 4 8 2Q0 %.8 -29.2 3066 w/3010TR 4 V25 8 24 %.8 -29.2 25SH 45.25 15.8 27.6 -29.9 255H ENDS5.25 as 27.6 -36.4 345H 4 Q25 19.2 27.1 -29.5 2668 DOOR 4 6.67 16.7 27.4 -29.8 6068 DOOR 4 6 &67 40.0 25.8 -28.2 6068 SGD 4 6 6.67 40.0 25.8 -28.2 30505H 4 3 5 al) 27.7 -30.0 30505H ENDS 3 5 I&C 27.7 -36.6 2440SH 4 133 1 4 9.3 28.3 -30.6 LEGEND 8x8 FILLED CELL W/ (1) - #5 REBAR - - - - - BEAMS ■ 7 8x8 FILLED CELL W/ (1) - #7 REBAR HEADER - WIDTH TO MATCH WALL GIRDERS 8x8 FILLED CELL W/ NO REBAR READ - -- 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 WALLSMIGHER BEARING WALLS ❑�' (IN COLUMN) CONCRETE TIE BEAMS ELEV ELEVATION INDICATOR ® PLUMBING PENETRATION FOR Its BLl DETAIL INDICATOR FRAMING LAYOUT HDR SIZE LINTEL OR WOOD HDR DESIGNATION OPEN SIZE (ALL WOOD HOR'S TO BE (2) PLY U.N.O.) < )- BRACED WALL LINE ABBREVIATIONS: AB ANCHOR BOLT EA EACH INT INTERIOR AFF ABOVE FINISHED FLOOR ELEV ELEVATION JST JOIST ALT ALTERNATE EMBED EMBEDMENT MAX MAXIMUM APPROX APPROXIMATE EN EDGE NAILING MFR MANUFACTURER ARCH ARCHITECT/ARCHITECTURAL EQ EQUAL MIN MINIMUM ATR ALL THREADED ROD ES EACH SIDE MISC MISCELLANEOUS BLK BLOCK EW EACH WAY MO MASONRY OPENING BLKG BLOCKING EXP EXPANSION NOM NOMINAL BOF BOTTOM OF FOOTING EXT EXTERIOR NTS NOT TO SCALE BOT BOTTOM FD FLOOR DRAIN OC ON CENTER BRG BEARING FDN FOUNDATION OPNG OPENING BTWN BETWEEN FIN FINISH OPP OPPOSITE CANT CANTILEVER FLR FLOOR PEN PLYWOOD EDGE NAILING CL CENTERLINE FN FIELD NAILING PLYWD PLYWOOD CIP CAST IN PLACE FT FOOT / FEET REINF REINFORCING/REINFORCEMENT CJ CONTROL JOINT GALV GALVANIZED READ REQUIRED CUR CLEAR GDR GIRDER RO ROUGH OPENING CMU CONCRETE MASONRY UNIT GRID GRADE SC STUD COLUMN COL COLUMN GWB GYPSUM WALLBOARD SHTG SHEATHING CONC CONCRETE GYP GYPSUM Sim SIMILAR CONT CONTINUOUS HD HOLD DOWN SP SOUTHERN PINE #2 OR BETTER DEL. DOUBLE HDR HEADER SPF SPRUCE PIR FIR #11#2 OR BETTER DIA DIAMETER ILO IN LIEU OF TYP TYPICAL DWG DRAWING IN INCH UNO UNLESS NOTED OTHERWISE FASTENERS ALLOWABLE LOADS CONNECTOR CITY TYPE GRAVITY Ibs 1.0 UPLIFT IIbsl OD 1.6 LATERAL Ibs 1.6 META16 8 0.148'x1-1/2" -- 1450 F1:340 F2 : 770 HETA16 9 0.148"xl-1/2' - 1830 F1: 340 f2: 770 I" META76 LS 1-0tv SD 0-148"x1-1/2" -- 1075 F3:68D F2:770 J21 META16 14 0.162"0-1/2" -- 1795 F1: 1285 F2: 1080 (2) KTA16 I. 10 0.148"xl-1/2" -- 1920 F3: 680 F2 : 770 (2)HETAi6 dD 2- or 3- 12 0.162"X3-1/2" -- 2365 F1: 1350 F2 :1430 HSTM16 8 0.148"[3-12" 1110 F1:120 F2: 90 4 14"xl-34"CONC SCREW LGUN28-2 6 38"x4'TITEN HD 8250 2435 6 1/4"x 21/2" 5DS SCRE W MSTC28 36 D.148" x 31 4" 3460 MTS12 14 1 0.148"xl-1 " 990 2 MTS12 28 0.148'x1-1 ' 1980 MTS16 14 0A48'x1-1 2" 990 HU230-2 18 1 4" z 2 3 4" CONIC SCREW 3500 1800 - 30 0.3II8"z3" HTSi6 32 0148"x1-1/2' 2,890 2 HTSIG 16 0.146"x1-1 2" 1310 HTS20 24 0.148"zl- 1310 LSTA12 10 0.148"z2-1 2" 925 LSTA18 14 D.148"x2-I 2" 1235 LSTA30 22 D.148"x2-1 " 164D MSTA24 18 0.148"X212" 1640 (2)MSTA24 36 0.148"X2112" 3.280 MSTA36 26 0.148" X 2 1 2" 2 D50 2 MSTA36 52 0.148" X 2 3 2'- 4.100 MSTA30 22 0.148"z2-I 2050 MSTC28 36 0.148"x 374" 1460 MSTC52 62 0.148"x3-14" 4735 MSTAM24 9 0. 148"X 3" - 1.425 -- 5 34"X224' MSTAM36 13 D. 148' X 3" 1,070 -- 8 34"X214" 112) MSTAM36 26 0.148" X 3" 3740 -- 16 14"X214" MSTCM40 30 14-X2-14"CONC5CREW -- MOO -- 14 0.148"x3-1 4' MGT 22 0.148"z3' .- 3965 F3:775 F2:525 1 5 "ATR HGT-3 16 0.14SN3" -. 10,790 -- 2 3 4"ATR VGTR or L 1 5 "ATR _ 2225 Fl : 650 F2: 630 16 1 4N3" SDS VGTR/L 2 5 8"ATR 5545 F1:650 F2:630 32 1 4"x3" SDS VGT i 5 "ATR 494D F1: 1185 F2:590 1E 1 1 4'x3" SDS (2) VGT 2 5 "ATR _ 7185-2* 8890- F1:128S F2: 590 32 2/4'"" SDS DTT2Z 1 8 1/2'-ATR 14'Y3"SDS _ 1825-2x4min 2145-22x4min HTT4 1 5 "ATR -- 3610 -- 18 0.148"x3-12" HTTS 1 516"ATR .- 4670 -- 26 0.148"0" HTTSKT 1 5 8"ATR -- 5445 -- 26 5041Dx2-1/2" A8U44Z 1 5 "ATR 7570 1900 -- 12 D.162"X3-1/2" ASU66Z 18205 2475 -- 32 0.162'x3 1/2" H2.SA 10 0.131"x2-2/2' -- 565 F1:11D F2: 110 H1DA 18 0.148"x1-1/2'" -- 1B40 F1:565 F2:28S H30A-2 18 0.148"x1-1/2" -- logo Fl - 680 Fz : 260 HUC48 14 1/4"x2-3/4" CONC SCREW 35M 1135 -- 6 0.148"x3" HUC414 24 I/4"x2-3/4"CONIC SCREW 5085 2015 -- 12 0AW13" LUS26 4 0.148"0" 865 1165 SPH4 12 0.148"z1-1/2" -- Side: 640 Cenler:l2BO -- DTC clips 4 3/16"x2-3/4" CONC SCREW Fl : 85 F2 : 13S 2 0.131"z2-1/2" A35 12 0.131"xl-1/2' .. -- FL:650 F2 : 670' SOWC1S600 1 SDWC15600 -- 615 F3: 130 F2 : 225 SMVC15450 1 SDWC75450 295 F2:150 HTU26 20 0.162"x3-1/2' 3200 1250 -- 14 0.148"kT LGU3.63-SDS l6 14"X212" 6,720 5.555 -- 22 14" X 2 Y/2" HDUB-SDS2.5 1 7 8"ATR -- 7,870 -- 20 1 4" X 2 1/2- SDS HDUII-SDS2.5 1 l ATR -- 11,175 -- 30 1 4" X 21 2- SDS THD26 20 0.162"x 3" 2940 ]12- 20 0.148" x 13 2" THD28-2 28 0.162"z3" 4310 4860 -- 16 0.3II8"x 3" PRECAST LINTEL GRAVITY LOAD TABLE v4.21 LOADS LISTED HAVE BEEN CALCULATED OR COMPILED FROM APPROVED MANUFACTURERS! CAST-CRETE LOTTS CONCRETE, QUALM PRECASTCO. CLEAR ENING TYPE A 8"UNTEL 8'TYPE 8 rTYPEC: 12' TYP E B 1r TYPEC 14" TYPE r' Ir TYPEC•• 16' TYPE B -16'TYPEC 20FTYP E B 2D'TYPEC 24" TYPE B 2CTYPEC 28" TYPE B 2r TYPE.C. 37 TYPE B 3PTYPEC 3069 3719 3290 5163 6W7 8054 9502 loom 16" Z231 3069 = 4605 M6 6113 7547 -BP4 loom 10000 72" 2231 3069 3719 3280 5163 6W7 8054 9502 10000 3069. 4605'" S06. 6113 7%7 0974 :IODUD .10000 2561 2751 3280E2931 4890 5961 7034 8107 r 8" 1783 E61 .- 4605 : Sob 7547 8974 I= :loom 7 2" 2343 1969 21I0 2992 3756 4576 5400 6224 IMR2177 5206 7029 8672 . 1000U loom 2349 1716 2550 3132 3696 42491349: T4" 1217 4567 4756 �.:: 5817 7074 a2m1'0` 1349 1716 2560 3132 3686 4649 3006 1T44667 4756 5f(17 -:7074 a2m 1105 1630 1631 2090 2549 3009 347D t'6' 660 1105 -.:. 4242 4360 3%2' 4889 - 5917 6662 i 2' 710 1232 3738 3480 3031 3707 4383 5061 1232. 2177: 2730 3480 5391 smo - '8625 759D 991 1729 2108 2632 22D5 26M 3191 36M i 2` 570 991 1729 1 2108 2632 3898 5661 4742 55M 699 116D 1516 1626 2%4 3486 2816 3302 Y 0' 488 699 1 1245 2526 111143- 25" ,.34BS 2964 3397 699 116D N/A 1625 2564 3486 2818 3302 i 0" 416 699 :'. 1245 N/A 1243 2564 3496 2964:-.. 3387 535 sw WA 1247 2093 2777 2163 2536 12" 354 535 {l. 1054 WA 2533 2093 27BI 2259 2625 567 8% N/A 1366 1846 2423 3127 4D06 010" 315 567 -' 945 WA 1366 is" -' 2423 3IP7 4006 525 873 N/A 1254 1694 2193 2805 3552 1). B 292 525 '. 873 WA 1254 la% 2193 -2805 3552 471 755 N/A 1075 1428 1838 2316 2983 1'2" 277 471 755 WA 1075 142E 1838 2316 2883 471 755 N A 1075 1428 lam 2316 2535 2'0` 255 472 - 755JN/ 1075 I428 IBM 2316 280 424 705 1002 1326 1697 2127 2278 2- 1" 239 424 706 IW2 ins '- 1697 : .n27 263D N/A N'A N/A N/A N/A N/A N/A 3- 4' N/A 123P 1421• 1779• < 2l1r 266Y. N/A N/ANIA N/A NIA N/A N/A N/A 4'0'- N/A N A 710'216(r 1331• , 26W 203r 24590 N/A N/A N/A N/A N/A N/A N/A 6'0" N/A N/A ,546' 952• 1117• 1379' 167r 193r N/A N/A N/A N/A I N/A N/A N/A N/A 1.B" N/A N/A 420' WA 750• 960' 1177' 141P -. 1676' N/A N/A N/A N/A N/A N/A N/AMNIAN/A B'e" N/A 340' WA. 599• 845•31I4• 1345'Til"N/A N/A N/A N/A N A N/A N/A N/A A250• A650' -.. •BRV2090" T' W/2" RECESS U-LNTELS Reber; Type B =Continuous Grout, Steel per Plan in Bond Beam Only;Type C =Conunous Groui,Steel per plan in Bond OIRO Fieldstone 11111111 �p C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERING: No. 86 _ 29349 _ O IBRAHEM ELAYE , E P.E.# 91476 ■ BENJAMIN NIESE, PE O E P.E.# 86025 i�� 1f,P •''��?\� 06/21 /2024 S101w � �/111111111\\\ DATE Michigan 3400 Auburn Rd Suite 200 Auburn Hills, MI 48326 + 1 248.622.4035 Florida 12906 Tampa Oaks Blvd. Suite 150 Tampa, FL 33637 +1 813.466.3310 www.fieidstoneae.com QO e--I C) pG z C) w Q M C)tD W a C Q C y a A cG N EW" u, F- L J DRAWN BY: F FAE VERSION: 5.0 SHEET NAME REFERENCE CHARTS SHEET # S5A-1