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HomeMy WebLinkAbout37836 Dusty Saddle Ln660 - FILLMORE Garage Right - Elevation - K3 SHEET INDEX NUMBER: SHEET NAME:: NUMBER: SHEET NAME: C5 COvER SHEET C5-3 SQUARE FOOTAGE CALCULATIONS E-1.0 ELECTRICAL PLAN5 - FIRST FLOOR F-I,D FOUNDATION - SLAB PLAN A-32 MISC DETAILS A-3.4 MI5C DETAILS 440 FIRST FLOOR PLAN 4-3.30 FRONT/REAR ELEVATIONS K/ROOF PLAN A_? SIDE ELEVATIONS K A-4 D BUILDING SECTIONS GENERAL NOTES THE STANDARD GENERAL .SPECIFICATIONS FOR AMERICAN HOMES 4 RENT 4 AM" DEVELOPMENT SHALL GOVERN EXCEPT AS MODIFIED d SUPPLEMENTED BY THESE PLANS. THESE PLANS HAVE BEEN DESIGNED TO MEET THE REQUIREMENTS OF: 2023 FLORIDA BUILDING CODE, RESIDENTIAL, STN EDITION OCCUPANCY: SINGLE FAMILY RESIDENTIAL CEILING CONSTRUCTION: I. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 112 .T mm) SUM INCH (I2 GYPSUM D G Y BOAR APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LE55 THAN 5/8 INCH 115.9 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2 INCH (121 mm)GYPSUM BOARD OR EQUIVALENT, EXTERIOR FINISHES: THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION SHALL BE PER THE CURRENT APPROVED BUILDING CODE AND ASTM C926. INSTALLATION OF EXTERIOR LATHING AND FR4MING APPLICATION REQUIREMENTS TO BE PER THE CURRENT APPROVED BUILDING CODE AND A5TM C 1063, EGRESS: I. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE 15 NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" A50VE FINISH FLOOR LINE OFTH T PARTI CULAR 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 N07 PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4" :SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER THE CURRENT APPROVED BUILDING CODE. FLASHING: I. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT 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 TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH, APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOGATIONS PER THE CURRENT APPROVED BUILDING CODE. WINDOW INSTALLATION: I. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW, FLOOD ZONE REQUIREMENTS: I. PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION BATH AREAS: I. INSTALL 2x4 BLOCKING AT TOILET PAPER AND TOWEL BAR LOCATIONS, SEE DETAILS. KITCHENS: L INSTALL 2X6 BLOCKING AT 89" AFF, ON CENTER FOR UPPER CABINET INSTALLATION. TUB AND SHOWER AREAS: 1. CEMENT, FIBER -CEMENT, OR GLASS MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM C1285, C1325, OR CATS AND INSTALLED WITH "8 x 1-1114" DAGGERZ PHILIPS WAFER HEAD CEMENT BOARD SELF DRILL SCREWS W/ COATING SHALL BE USED AS. BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. TERMITE TREATMENT: TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDE5, INCLUDING SOIL APPLIED PESTICIDES, BAITING SY67EMS ANDPESTICIDES AP PLIED ED 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 RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." MECHANICAL AND HVAC+ I. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE MECHANICAL ENGINEER AS AN ATTACHMENT TO TH15 PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PER-IANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (762 mm) DEEP AND 30 INCHES (762 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. ENERGY REQUIREMENT SCHEDULE EXTERIOR WALLS (FRAME) R-13 EXTERIOR WALLS(BLOCK) 41 FOIL ATTIC CEILING R-30 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. •26 GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE INSTALLED ABOVE THE BASE FLOOD ELEVATION .AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M14113. EXHAUST FANS AND VENTING: I. OUTDOOR DISCHARGE. THE AIR REMOVED. BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS, AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. 2. EXHAUST AIR FROM BATH ROOM5 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 M1502451 THROUGH MI502.4.53. THE MAXIMUM LENGTH OF THE EXHAUST DUCT 5HALL BE 35 FEET FROM THE CONNECTION TO THE TRANSITION DUCT FROM THE DRYER TO THE OUTLET TERMINAL. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET (162 mm) FOR EACH 45 DEGREE (0.79 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (1.6 RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOE5 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 DUC7, INCLUDING ANY TRANSITION DUCT: SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS_ WHERE 4 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 EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." 4. PROVIDE BACK DRAFT DAMPERS AT INTAKE AND EXHAUST LOCATIONS. AS REQUIRED BY THE CURRENT APPROVED BUILDING GODE. ISSUED: 02/ 12/2024 VERSION: 5.0 SQUARE FOOTAGE AH411 ASSET MANAGEMENT SQ. FT. HEATED AREA Sq. Ft. MAIN LEVEL 00 5EGOND LEVEL O TOTAL AH4R SQ. FT. (Slab/Otavd) 1700 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 stainxell at highest level abovegrade, garage, covered patio/porches. '{ tt v AP H pREi{AiLEI!' ALL \fV0t'K CODES PI1.,3 OTICNAL EL`- i RIC� CODE, SHILLS ,,AI�� THE CITY OF ORONNANCES 0 _ n''A C2031 AMH DEALOR'EM CO NOT SCALE THESE DREWRXS VERIFY BIILOPY ORIENTATION WITH CONTRACTOR AND SITE PLANS BEFORE CONSTRICTION THESE DRAWRG6 DO NOT CONTAIN SPECIFIC INFOR ATICN FOR ANY 6TRIC111RAL ELETTENT5 (TO EE FRONDED BY ETY INFER CF RECORD). ANY DISCREPANCY lD1l1ENSILTI5,CREN1ATICN.ET d EETLLEEN TNESE DRA065 ANJ THE A55LGIATED DRAUWI & drdla SITE DRAWT� 5 SHALL SE REFORTEO T CONTRACTOR AT GLACE AND NO CONMFR TIp16HALL FNOCEED UNTIL CORRECTED. THE CONTRACTOR AMME5 THE RESFO NSIBILITY TO MEET ALL R=2JIREMENT5 OF LOCAL BULIOM OFFICIALS 1 TO COMPLY WITH STATE BIILDIW CODES: W U � ^ J N dT j i 6 Q W � u � a �xI Q IBFA9EIM7@ mname+ AENSONS: F AMAMNIY: I FAE VERSION: 5.0 dHTNME COVER SHEET 81ffTt QQO11 — DEVELOFHEM SQUARE FOOTAGE CHART OW-6 N07 VERET SE CI N5 OREN7ATION 711E WITH CAItRACTOR AND $a PLAN5 5EFGRE CGNSiRJLTICt1 TFESE DRAWERS CC NOT CONTAIN 5PECFIC It ELEMICN ECR ANr STRICIUZ'.L ELE Nall ETO BE PROVIDED Br-,i,EER6 RECORDI ANY DISCREPANCY (. ENSICN5,tD2 Wiil,IGS ETCJ B56XIATHESE DRNWMGS AND THE ASSGC141ED DRAWERS ardlrn 51TE ELEVATION 'K' ° NTR TORT ° T° CAJTRACT 10 4i ONCE AND u C CON LWIL IAJ TE PILE WTIL CORfd� CTED. THE DONTR.CCTOR ATO MEET THE RESPON5181LITY TO A B ALL �(dIIAL6 ANTO OF LODAL &11LDING CiiICIALS � i0 CG'1PLY WITH STATE PJIILOING CODES iij W U � J N � O Lu e--I Lu O � J w � LL � w Q U EEJ I I'HFABE M7E MMVM FEll Ns: O C� 1 PNR. RWI RDOP RIN-azv�mx 1C SQUARE FOOTAGE CONSTRUCTION AREA CALCULATION HEATED / CONSTRUCTION AREA Sq. Ft. MAIN LEVEL 1757 TOTAL HEATEDICONSTRUCTION AREA (SIab/Cravi 1737 METHODOLOGY. ANSI -7765-2003 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. BUILDING ENVELOPE AREA (ALL AREAS UNDER ROOF) Sq. Ft. GARAGE 423 COVERED PATIO q6 FRONT COVERED PORCH 3b TOTAL BUILDING ENVELOPE (SIaWCrawl) 2294 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 = 40'-0" -MAXIMUM BUILDING HEIGHT A.F.F. I I e� C) U wWQ co), O N I L_ W MBy: I FM VERSION; 5.0 WETNUE SQUARE FOOTAGE CALCUATIONS 6iEET� CS-3 A/C 5ECURED TO 3'X3' PAD Qi I I ,_4,i 10,_Bii II II PATIO 5LAB 4" CONCRETE SLAB MIN, m I I OVER 6 MIL VAPOR 9 BARRIER SLAB SHALL BE I I z N m p OVER CLEAN COMPACTED II i9 Ou FILL W/ FIBERMESH ol U- 0 4" CONC SLAB MIN. I I Tp W/ FIBER MESH I - II II mI HVAC CHASE A I�BA5ED ON -- LOCATION ON CONCRETE 5LA5 ,. 4" CONCRETE SLAB MIN. OVER 6 MIL VAPOR BARRIER. SLAB 5144LL BE CLEAN COMPACTED FILL W/ FIBERMESH 111�14"LJr 20'_3 II 2' 6 �.,. 7'-OY4 2-3„ I I ELECTRICAL _ a `Q CONDUIT FOR LIL I115LAND `q m II ti W II 0 II F m CD LI v I I �•�) _ I I r T. BOLLA, 2'- 0 I (TYP) 2'_ V N �\D -- --------- _ __ -__� -- ELECIRICALJ 3'-63r4° G GR TE 5LAB PANEL 4" C SLp6 MIN. OVE 6 MIL WALL vAP R BARRIER S AB SHALL B VER 7CRETE AN COMPACTED FILL W/ FI 3ERHBSH 7'_8" 20'_0" h % IL a — PORCH 5LA 4" ONCRETE SLAB MIN. OVER 6 MIL TN w 4" CONC SLAB MI _ APOR BARRIER SLAB SHALL BE p 0- OVER CLEAN COMPACTED FILL W/ N ro W/FIBER MESH m _ FIBERMESH -J —� - v -4"1 16'-0" OPENING L2'- 12'-4" SLAB PLAN - ELEVATION W SCNE: iH'�1'4 (11[AJ FOUND,4TION PLAN NOTE5 ALL WORK SHALL BE IN STRICT COMPLIANCE WITH BUILDING CODE, RESIDENTIAL, AND COUNTY BUILDING DEPARTIENT. STRIP TOPSOIL, TREE5, 57LMIP6, ROOTS, ETC. FROM ALL ARE4 5 WHERE CONSTRUCTION WILL OCCUR UN.O. FILL SHALL BE FIRMLY COMPACTED, CLEAR SAND/CLAY MATERIAL: FREE OF ROOTS ORGANIC MATTER OR OTHER INTERIOR BEARING LOCATIONS SHOULD BE COORDINATED WITH TRJ55 MANUFACTURER ( STRUCTURAL ENGINEER PROVIDE SOIL TREATMENT AND vAPOR 54RRIER5 AT ALL SLABS (INTERIOR) 0291 AMN DEVELOFMENT DO NOT SCALE THESE DRAWNG5. VERIFY WILDING ORIENTATION WI7W , CONTRACTOR AND SITE PLANS _ BEFORE CCNSTRJCTIOT THESE DRAWIt IS DO NOT CONTAIN SPECIFIC INFORMATION FOR ANY STRJCT�JRAL ELEMENTS (TO BE PROVIDED BY ENGINEER CF RECORD) ANY DISCREPANCY - (DITEN51ON5,ORIENTATION, ETC) BETWEEN THESE DRAWNI AND Toff - ASSLGIATED DRAWINGS and/a SITE - DRAWINGS SHALL BE REPORTED TO CONTRACTOR AT ONO E AND NO CO157RJCTIOJ $HALL PROCEED LNTIL CORRECTED. THE CONTRACTOR A55LME5 THE RE5PON6I15I1I7Y TO MEET ALL REWIREMENiS OFLOCAL BUILDRY 6FIOIAL5 1 TO OOTPLY WITH STATE " &IILDIMG rADES. 4--I J O LLI Z mn LLI w o u � Q IBFA9EMTE ON v. HEWSpNS: F L J OMYM Bl: fIE � VERSION: 5.0 WEET1 FOUNDATION - SLAB PLAN ' sm F-1.0 FLOOR FLAN NOTES %o1flAxE TO Fw aom Fw E(MiMBLT PROVIDE 1/2' (MINIMUTT)GYP5JM BOARD SEPARATION AT WALLS AND 5/8" TYPE X CEILINGS IN TILE GARAGE ADJACENT TO THE MAIN HOUSE AND ATTIC AREAS_ •• WASHING MACHINE 15 ALWAYS LOCATED LEFT OF THE DRYER UNLE55 NOTED OTHERWISE. sr"« CLOSET WAll DOOR ALL EXTERIOR WALLS ARE DRAWN AT 8" CMU UNLESS NOTED OTHERWISE. ALL INTERIOR AND COMMON WALLS ARE DRAWN AT 3 IQ` LNLE55 NOTED OTHERWISE. M •Ore. HEADER FOR FIRST FLOOR 15 AT 5'-0' w( 9'-4" CLG e SECOND FLOOR 15 AT T-O" W/ 8CLG. wr�.vLG vENr HANDRAIL HEIGHT SHALL BE 36" MEASURED VERTICALLY FROM THE NOSING OF THE TREAD. (•) DENOTES EGRESS WINDOW Ell SUIFiQOR pEVAIIDN pu[NSgN vpPo[5 FLR Rax C HVAC RAISED PLATFORM S 25 SH 15 SH 75 SH ('J n„ 15 $H f') - N SET SOFFIT -4" AT5-0"Pl. Im'-e" FAMILY PRIMARY ROOM SUITE COVERED PATIO 9'-4" CLG AFF. CLG VINYL PLANK 9'-4" CLG. VINYL PLANK CONCRETE s - 36"x60" SHOu,ER •_86._4 _� w/ OPT. TEMP GL456 ENCLOSURE 2868 4• 9" l'-3y" -m" D 1� 3'-6)2" 5' _ v HB txb W 341ll ALL m AFF. o �0 OOM G- NK F m ------ X PLSINK WID15P KITCHENS LI„ 4'-2Y DROPPEDNYL PLANKU'a'. HEADER 9' S�� s 2'-5Yz" I'- ki" 2' I" tid°0 4'-mYi ry RANGE WR11CRO - N _ ,Q_'Q• � rc ry PANTRY N t5J5H I @ VINYL PLANK N `^ 3� o w '.Qya+.+- .' s VINYL PLANK N I > _@ �+ LACw 4" CLG ' a CLG _ VINYL PLANK ry IRLS 4 4'-2J2" DRYERVENTLOCATIONGARAGE WALLS COMMON WITH LI L$%T.AREA MUST HAVE 10" DRYWALL BOLLARD2'-Im"SEPARATION(MIN. 1, °HVAC 3'-4" iIl ? 20 MIN FIRE) (TYP.)2�_4��5H. ._:_------ ON RAISED 54 x21' A1LL PLATFOR7 DOWN STA4R- PER DETAILS _- e 5-4yj-TYa" '^ -A" CLG r VINYL PLANK s 2 2-CAR S OARAOE 9'-4" CLG AFF. @ 0 - 30k60 ° TUB/SHOWER RgpO 9'-4" CLG VINYL LAN V CONCRETE v B ELECTR IR(S = $ PANEL WALL 38� l f�5 _ 1E' 2" Lf= 2-5 4 2-2Im- I6'"'-0"OHGARAGE DOOR R9'-4" CLG AFFCONCRETE 5ET SOFFIT / AT SOFFIT HT J �I FIRST FLOOR PLAN - ELEVATION MKT' Sa& Tff-i'-0'(iTxl7) SCI E: W=T'q R2011 PRIIMARY — BA H S-4" CLG VINYL PLANK 0071 AMIN DEVELOPMENT DO NOT SCALE THESE DRAWN6,5 VERIFY ENILDI G ORIENTATION WITH C TRACTOR AND 511E PANS 5EF05€ LON5TRIC7ION THESE DRAWNGS DO NOT CONTAN 5PECFIO NFOR ATIGN FOR ANY STRUCTURAL ELEMENT5 (TO EE PROVIDED BY EWNE-cR OF RECORD/ ANY DISCf PANCY (OMEN510N5, ORENTATILN, ETC) BETWEEN TIESE DRAWPGS ARD THE A55CCIATED DRdWRGS and/or 5FTE DRdWINiS SHALL BE REPORTED TO CONTRACTOR AT ONCE AO NO LON5TRGTIOH SHALL PROCEED UNTIL CORRECTED. THE CONTRACTOR ASSUMES THE RE5PON51BILITY TO MEET ALL IHEMI EMENT5 OF LOCAL BUILDING gsILIdLS F TO COMPLY WITH SidiE BUILDING =E5. W 0 U � JN 6i C) o (L < N Lu W Q � m U Q Q M& EVATE: OMV M REVLSIONS: F L J VERSION: 5.0 FIRST FLOOR PLAN III -1.0 I 0 I aye II Ii 9 <<F Y 0 ------------------------ 71 ROOF -PLAN W scus:,,t=ra paw) ATTIC VENTILATION: (30C SQ FT ATTIC SPACE / I SQ F7 VENTILATION) ,CALCULATIONS REFLECT 50% RIDGE AND 50% SOFFIT VENTS 2W 50 F7 UNDER ROOF A771C 1300 50 F7 / I SO FT , lb0 60 FT YENTILA71CN OFF -RIDGE VENT = 104 50 IN EACH 4VENT) SOFFIT VENT = 9 SQ IN EACH IS 0 5Q FT x 50% : 3B0 5Q F7 NIGH, 3W SO FT LOW HIGH VENTING BW 50 FT x 144 SQ IN 64120 50 IN REWIRED (0 OFF -RIDGE VENT x 104 50 IN =624 SO IN LOW VENTING 3.50 5Q FT x 144 5Q IN • 54120 $Q IN REWIRED 54120 / S • 64 SOFFIT VENTS (CONTINUOUS VENTED SOFFIT) DOW LINE 4' TRIM STONE CAP Z J l7 FLR ELEv - - - 6" RAISED 5T( GOAGN LIGN' 4"RACOMSPEC: 4" RAISED SiW CEMENTITIWS: PER comm. 5P . Li IL p Ll 7 17 El : ��_I,I � 0 E C QN r © r N 11 - _ w � D 0 �L El U J C,n STONE VENEER—� 5PE COMMUNITY FRONT ELEVATION ur OPTION 3 SCh E 141 W IM34) s('NE:,N'-,'d Raul ;CO TRIM PER CO TUCC0 C5. 17 �6 4' VENT 1" 12 6 6 (/42 PITCH 4' VENT ARCH SHINGLE RL (1YP) 6/11 PITCH ARCH SHINGLE ROOF (TYP) _ Ist FLR CEILIN',., WINDOW LINE (TYP) i v � a 0 ro ESTUCCO PER COMM, SPECS, FIN FLR ELEV - - REAR ELEVATION NK' SGUE:,A'=ra 0,x1TI BGLLF:,A'-ru' Rawl NOT AHH DEVEE ORAHt DO NOT SLALE THESE D ONWIT VERIFY RAC7CR ORIENTATION WITH CONTRACTOR AND SITE PLANS BEFORE LONSiR1LTILN. THESE o DRAWINGS W NOt CONTAIN SPECIFIC INFOELEMENTS FOR ANT - - SiROVID r) YENGINEER F BE PROVIDED BY REFA OF RECORDNANY DISLREPANCT 'DIMENSIONS' ORIE WNG5 AND T BETWEEN THESE WNI 5 AND THE ASSa S S DRAWERS ardor SITE DRAWINGS SHALL BE R:P AND N t0 CONTRACTOR AT SHALL AND NO LONST ILCON SHALL PROCEED W11L CORRECTED. THE CONTRACTOR AETHE RESPONSIBILITY TO TO MEET T ALL REM �OFFICALS 4 TS OF LOCAL BJILDI TE OFFICALS U t0 COMPLY WITH SLATE BJILDING CODES. ^_ W � U � J W =tea x <� Q@ 11EBMMTE APAYd61 REVISIONS: O ix f� 1 U w�� O 0 � O � a L J VERSION: 5. �T� FRONT/REAR ELEVATIONS & ROOF PLAN aF�ri -3.30 b / I� 4'VENi 4' VENT 6/12 PITCH u 6 ARCH SHINGLE 6/12 PITCH ROOF (TYP) ARCH SHIIYLE ROOF MI-) kt FLR CEILING WINDOW LINE m - - CEMENTITIOU5 STUCCO 5TONE VENEER - - - PER C01-MI. 5PEC5. PER CO` .,T7 6PEC5 (TYP) FIN FLR ELEV RIGHT SIDE ELEVATION W OPTION 3 SIML IN-t'P (11.17) SCILL. W.rVow r �12 61 / 4'VENT 4'VENT Q 6/12 PITCH ARCH SHINGLE ROOF(TYP) Ist FLR CEILINI, WINDOW LINE CEMENTITIC115 5T0000 PER COMM. 5PEC5. v FIN FLR ELEV LEFT SIDE ELEVATION 'TOPTION 3 scuE tA�-roln�+n 0011 AMH DEVELOPMENT DO NOT SCALE THEY DRAWMGS VERIFY B'WILDIW, ORIENTATION WITH CONTRACTOR AND SITE 11,15 BEFORE GON5TFdJCTION THEY DRAW`W6 DO NOT CONTAIN SPECIFIC INFORMATION FOR ANY STRUCTURAL ELEMENTS (TO BE PROVIDED BY EWIWEER OF RECORD) ANY DISCREPANCY 'DIMEN5ION5, ORIENTATION, ETO) BETWEEN THESE DRAWMGS AND THE A55LGIATED DRAWL midi,, SITE D. SHALL BE REPORTED TO CONTRACTOR aT ONCE AND NO C%57RJCTON SHALL PROCEED (MIL CORRECTED. THE CONTRACTOR A>' W'IE5 THE RESPONSIBILITT TO MEET ALL REOJIREMENTS OF LOGAL BUILDING OFFIGIALS H TO COMFPLT WITH STATE BJILDING CODES W U � J J N 0, O L o@ IL I� w W � �p � U x =�Q Q MEW 811E ®'IVM . NEVISIONS; F- 7 L WAN ST: I PNE J VERSION: 5.0 SIDE ELEVATIONS sffT� -3.31 r r r r r BUILDING SECTION NOTES PLEASE NOTE: THESE DETAILS ARE STRICTLY ARCHITECTURAL, REFER TO 5TRUCTURAL SHEETS FOR MORE INFORMATION, SECTIGN5 SIMILAR TO OTHER ELEVATIONS AND WHEN ZING 2x6 EXTERIOR WALLS ;COLUMN DETAIL `)SCALE: 114'=1'-0' (11%17) SC4.E 117=1-0' (72Gi4) 6� �6 PRE-MANIFACTURED 11155E5 INSULATION PER REG AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION It FLR CEIL II•G WINDOW POCKET BEDROOM 3 OFFICE LAUNP. FIN FLR ELEV COMPACTED, TERMITE TREATED 501L UNAPOR BARRIER FOUNDATION (SEE STRUCTURAL PLAN) BUILDING SECTION "AA" SCALE: Le'=1'V (11xT7) EMATSTN T SHONM-ALL EEYAlI0N5 SUM 6112 PITCH ARCH SHINGLE ROOF (TYP) II FLR CEILING WINDOW LINE ' PORCH '' EOYER F, FLOOR - FOUNDATION (SEE STRUCTURAL PLAN) BUILDING SECTION "BB" SGIP 1A'=1'd (71x17) EFATION r SNOHN-MLSHATK)NS SIMSM 12 12 6� �6 PRE-MANUFdCTURED TRUSSES 12 �6 INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT — APPLICATION KITCHEN FAMILY ROOM ■ COMPACTED, TERMITE TREATED SOIL wNAPOR BARRIER 02021 AMH DEVELOPMENT DO NCT SCALE THESE DRAWIW 5. VERIFY EUILDIN'a ORIENTATION WITH CONTRACTOR AND SITE PLANS - BEFORE GON51RCTION. THESE DRGWRGS DO NOT CCNTAM SPECIFIC INFORM4TICN FOR ANY 5TRICTILRAL ELEMENTS !TO BE PROVIDED BY ENGINEER OF , RECORD) ANY DISCREPANCY (DIMEN51G1N5, ORIENTATION, ETG) BETWEEN THESE DRAWItYl AND THE ASSOCIATED DRAWIN'6 end/a SITE I SHALL BE REPORTED TO CONTRACTOR AT ONCE AND NO ' CCN57RUCTII SHALL PROCEED UNTIL CORRECTED, THE GGNTR4CTOR ASSUMES THE RESPONSIBILITY TO MEET ALL REO,IIREMENT5 OF LCGAL BUILDM6 GFTICIAL51 TO CLNPLY WITH STATE BUILDING CODES �-j-1 J 1 0 F Q� w w d x Q SEFASEmm 411yA'N IFEMM: ELECTRICAL LEGEND -4 GAS G45 LINE RECESSED CAN LIGHT � Cw COLD WATER FLUSH MOFNT LED O ELECTRICAL PANEL Q WALL MOUNTED LIGHT ELECTRICAL METER �' WALL SCONCE DISCONNECT SWITCH FLUORESCENT LIGHT 0BULB $ SWITCH 0 FLUORESCENT LIGHT w/ 2 BUL55 3 $ 3-W4Y 51ITCH ® VAPOR PROTECTED LIGH7 $ 4-WAY SWITCH O EXHAUST FAN $W DIMMER SWITCH EXHAUST FA N w/ LIGH1 4 BUTTON EXHAUST FAN w/ HEAT N LIGH7 DUPLEX OUTLET SMOKE DETECTOR CMI4DPLEX OUTLET p,Np CARBON MONOXIDE DETECTOR SWITCHED DUPLEX THERMOSTAT OUTLET Y OOP FLOOR OUTLET DIRECT WIRE GFI OUTLET T T PHONE JACK WATER PROOF GFI V l OUTLET T MEDIA JACK CLc- ® CEILING MOUNTED FJi CABLE TV OUTLET OUTLET V 22[ ® 220Y OUTLET DOOR CHIMES ih CEILING MOUNTED SP SECURITY PANEL LIGHT HANGINY.., CEILING � FLOOD LIGHT MOUNTED LIGHT fl (l C=#=::) CEILING FAN C= *=C CEILING FAN w/ LIGHT U U ELECTRICAL GENERAL NOTES SWITCHES TO BE 45" AFF. RECEPT5 TO BE 12' 4FF - 42' IF OVER A COUNTER ALL WIRING TO BE IN ACCORDANCE WITH NEC ARC FAULT CIRCUIT INTERRUPTER PROTECTION SHALL BE PROVIDED AS REQUIRED IN NEC 21OVA) AND SHALL BE INSTALLED IN A READILY 4CCE55IBLE 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 SHALL BE PROVIDED AS REQUIRED IN NEC 210&A) AND INSTALLED IN 4 READILY ACCESSIBLE LOCATION. IT 15 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO INSURE THAT ALL ELECTRICAL WORK 15 IN FULL COMPLIANCE WITH NF.PA. 10A - NEC AND ALL APPLICABLE LOCAL 5TANDARD5. CODES. AND ORDNANCES. PROVIDE INTERSYSTEM BONDIW- TREMINATION AT SERVICE LOCATION PER NEC 250.S4 LU IAIRES IN CLOTHES CLOSETS SHALL BE INSTALLED PER THE PROVISIONS OF NEC 410.16(4) a (B) RECESSED LIGHTING TO BE AIR TIGHT AND IC RATED 100%OF THE LAMPS IN PERMANENTLY INSTALLED FIXTURES SHALL BE HIGH -EFFICIENCY LAMPS REFER TO ENERGY CALCUL4TION5 FOR ADDITIONAL INFORMATION. PROVIDE THE REQUIRED CLEARANCES AROUND PANELS AND DISCONNECTS IN COMPLIANCE WITH NEC 11026. ALL RECEPTACLES SHALL BE TAMPER RESISTANT PER NEC 406.12. THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLES) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND N07 LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE. AFCI PROTECTION - 210,12 (B) DWELLIN_, UNITS. ALL 120 VOLT, SINGLE PHASE, 15 AND 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS N5TALLED IN DWELLING UNITS, FAMILY ROOMS, DINING ROO'15, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS SAIROOMS RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED AFCI COMBINATION TYPE, INSTALLED TO PROVIDE F9ROTECTION OF BRANCH CIRCUIT. EXT]GS, GARAGE 200 AMP MET l M' 00 AMP MAN LUG INTERIOR PANEL 4/0 1 5'c11CABLE GROUNDING ELECTRODE SHALL COMPLY WITH 5EC 250.52 ELECTRICAL RISER DIAGRAM N.T.5 HE A/C DISC. WPGFI .i%' FLOOD 11G I3-0 rT - 4, _ m„ v S 6' 2's" S I \ CMD 5� 3 -II" 4'-0 I � _ F v db = 4b I - t E- 0nr III � STRUCTURED MEDIA CABINET TO INCLUDE CAT5/6, c0 GMD , QP A COAX.AX, U65, UP ROUSPTER SPACECE ?� — -- MEDIA msB__ 1 VAND POWER EXACT W r/ REQUIREMENT, LOCdT'IOJ AND oMOLWW, HE614T � PRIOR p O PRIOR TO INSTALLATION I, - IT $� 64—_ _ `qpGFI WHFI 22 r-3Y<"7F P ". c-FI -_ - 220, Grl� a 1 2'-6f4" �i _ I'-3)4" OF, DEDICATED 50 AM F F- 1 (14 -50 DI A 240V) IF w m REQUIRED BY CODE O J O F c,Gc VW 1 HB r i / FIRST FLOOR ELECTRICAL PLAN — ELEVATION OK' SGIE' A'-I'4r 92M) 8CNE,H'-,'a Rza4l CVMI AMH DEVELOPMENT - DO NOT KALE THESE DRAWNI VERIFY BIILDPG ORIENTATION WTN C ACTOR AND SITE FLAN5 BEFORE CONSTRICTION. THESE DRAWl1Y 5 DO NOT CGNTAIN SPECIFIC INFORMATICN FOR ANY ' 5TRJC7LRAL ELEMENTS (TO BE PROVIDED BY LTGINEER CF RECOfm) ANY DISCREPANCY (DIMEN5I NS, ORIENTATON, ETC) BETWEEN THESE 0RAWNG5 AND THE ASSOCIATED DRAWINGS a /o, SITE DRAWINGS SHALL BE REPORTED TO CONTRACTOR AT ONCE AND NO CON571RX ION SHALL PROCEED DNTIL CORFECTED. THE CONTRACTOR ASSUMES THE RESPONSIBILITY TO MEET ALL REM fMEINTS OF LOCAL BUILDN6 - OFFICIALS T TO COMPLY WITH STATE BIIILDMG CODE5 - _ U J C) Lu T VQ W TO Q LIT x a� I�F/w�EM1E WI71AV _ T•-� t I *..) X O I� I ram-, Q � U O N I L —i • • VERSION: 5.0 *91IN E I ELECTRICAL PLANS FIRST FLOOR am# E-1.0 HOUSEWRAP BARRIER R. JOINTS) OVER EXTERIOR SHEATHING PER SPECSF TO OVERLAP RUBBERIZE[ FLASHING RUBBERIZED THRU-WALL FLASHING, EXTEND UP 8" VERTICALLY (4" MIN VERTICAL PROJECTION ABOVE SUBFLOOR), TRIK TO OUTSIDE FACE OF BRICK THRU-WALL FLASHING HOUSEWRAP BARRIER (TAPE ALL JOINTS) OVER EXTERIOR SHEATHING PER SPEC -SHEATHING TO OVERLAP RUBBER BLDG FELT BETWEEN FLASHING USEWRAP BARRIER AND �K VENEER -TYPICAL UP RUBBERZED THRU-WALL _ FLASHING, EXTEND UP 8" 15# BLDG FELT BETWEEN VERTICALLY (4" MIN HOUSEWRAP BARRIER AND VERTICAL PROJECTION BRICK VENEER -TYPICAL ABOVE SUBFLOOR), TRIM TO OUTSIDE FACE CONTINUOUS MORTAR NET EP HOLES AT COURSE OF BRICK - DVE FLASHING - 24" O.C. •-- �- RIZONTALLY WEEP HOLES AT COURSE NOT TO SCALE —HOUSEWRAP BARRIER - REFR TO DETAIL FOR CUTTING COORDINATE 15# BUILDING FELT BARRIER AT WINDOW OPENING. APPLICATION 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 2'- INSTALL UNDER HOUSEWRAP APPLY JAMB FLASHING OVER SIDE WINDOW FLANGES - MIN. 1"ABOVE HEAD AND 3"OVERIAP 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 NOT TO SCALE ABOVE FLASHING -24 O.C. SOLID GROUT BEHIND HORIZONTALLY FIRST COURSE-TYPIC FOUNDATION POURED FOUNDATION BRICK LEDGE WALL THRU-WALL FLASHING @ BRICK LEDGE NOT TO SCALE FRAMING SYSTEM EXTEND METAL FLASHING,k' ABOY BEND-, - CAST STONE SILL OR - % •( BRICKROWLOCK- \ REFER TO ELEV. 1 BRICK SOLDIER (OR) 3 BRICK •� COURSES -REFER TO ELEV. THRU-WALL MEMBRANE FLASHING WAINSCOT DETAIL NOT TO SCALE z E HOUSE WRAP OVER WALL SHEATHING - PROVIDE ENOUGH OVERLAP TO COVER METAL FLASHING AND THROUGH -WALL FLASHING TAPE OVERLAPPING SEAM SIDING PER SPEC IT BENT METAL FLASHING EXTEND R" VERTICALLY EXTERIOR SEALANT 1 CAST STONE SILL OR BRICK ROWLOCK- REFER TO ELEVATION BRICK TIE WEEP HOLE THRU-WALL MEMBRANE FLASHING TO FACE OF BRICK W/ MIN. 24" VERTICAL LTG. LAP UNDER BUILDING WRAP. 7/8' STUCCO OVER FRAME (SHEATHING, 2 LAYER W.R.B., LATH AND STUCCO) - PER SPEC PEEL B, 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 ROOF CEMENT SHINGLE ROOFING ON ROOFING UNDERLAYMENT- PER SPEC PEEL & STICK BRIDGE FLASHING. OVERLAP ON TO ROOFING UNDERLAYMENT 6'W CORROSION RESISTANT BASE FLASHING - PER SPEC PRE-ENGINEERED WOOD TRUSSES SEE STRUCTURAL AND TRUSS DRAWINGS FOR SPACING AND CONNECTION DETAILS NOTE ALL ROOFING MATERIAL (PER ELEVATION) SHALL BE INSTALLED PER MANUFACTURER'S INSTALLATION INSTRUCTION. VERIFY ROOF SHEATHING WITH STRUCTURAL DRAWINGS ROOF TO WALL AT RAKE 2 GABLE END WHERE OCCURS SCALE.3'.= 1'-0' REFER ELEVATIONS AND DETAILS 12 SEE ROOF TYPICAL ROOF COVERING PER SPEC U PN TYPICAL ROOF TRUSSES PER SPEC TYPICAL ROOF INSULATION PER SPEC RER ROOF PUN DRIP EDGE PER CODE 8 COMM. SPEC �, TOP OF C.M.U. _A REFER TO ELEVATKNS TYP. INT. CLG. MATERIAL - PER SPEC _ FASCIA PER CODE 6 COMM. SPEC. REFER TO STRUCTURAL TYPICAL SOFFIT FINISH PER SPEC FOR TRUSS TO WALL PE BEAM - REFER STRUCTURAL CONNECTION TRIM PER ELEVATION PER SPEC 8" CMU BLOCK REFER 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 DE[AIL FOR TERMINATION WALL RNLSH AT FOUNDATION PER ELEVATION A MATERIAL. FIN. R. =slI REFER TO PLOT PUN FOR SLOPE CONFIGURATION TYPICAL 1-STORY WALL SECTION NOT TO SCALE 7/9'STUCCO OVER FRAME (SHEATHING, 2 LAYER W.RB., LATH AND STUCCO) - PER SPEC PEEL 3 STICK BRIDGE FLASHING, SHINGLE UPPED OVER STUCCO ACCESSORY VINYL PLASTER DRIP SCREED - PER SPEC INSTALL PER MANUFACTURER'S INSTALLATION INSTRUCTIONS 'T" FLASHING CAP SHINGLE - DO NOT STAPLE OR NAIL ROOF CEMENT 016" CORROSION RESISTANT BASE FLASHING (TYP) PRE-ENGINEERED WOOD TRUSSES SEE STRUCTURAL AND TRUSS DRAWINGS FOR SPACING AND CONNECTION DETAILS TYPICAL EXTERIOR WALL ASSEMBLY - SEE STRUCTURAL DRAWINGS NOTE: ALL ROOFING MATERIAL (PER ELEVATION) SHALL BE INSTALLED PER MANUFACTURER'S INSTALLATION INSTRUCTION. VERIFY ROOF SHEATHING WITH STRUCTURAL DRAWINGS ROOF TO HEAD OF WALL - SHINGLE SCALE: 3 I'-0" WO AMP DEVELOFit DO NOT SCALE THESE ORALTN' 5 ' VERIFY BIIILDNG ORIENTATOJ WITH CO 4G7M AND 51TE BANS BEFCRE CCNSTR.C7I01 THESE DRAWW'6 W NOT CONTAIN 5FECFIC NFORIATION FOR ANY ' 571ZKTURAL ELEMEM5 RO BE ' PROVIDED BY ENGINEER OF RECCRD/, ANY DISCREPANCY /DIMEN51M, ORIENTATION, ETCJ - BETLLEEN THESE DRAWMGS AND THE ASSOCIATED DRAWIW 5 ard/or 51TE DRAWIM 6 SHALL BE REPORTED TO CONTRACTOR AT ONCE AND NO ' CON5TRICTION 5HALL PROCEED INTIL CTED. THE CONTRACTOR Ab&VE5 THE RESPON5181LITY TO MEET ALL ' REQUIREYENT5 Of LOCAL MILDING AFICIALS l TO COMPLY WITH STATE BUILDING CODES. i--I Q� 0 U W J N EST o Z�� a� o r< ^� J ^W ) ' I --I llJ O U Q 5x Q� . I MEMEDUE MIVM RENSM: I r1 *.j O 1 C� 7 H O t z M U GzI w Q O1 Q �O can N L I wm W. I F/E VERSION: 5A RE£TNVE MISC. DETAILS %Mf -3.2 EXTERIOR INTERIOR FIBER CEMENT SIDING OVER TYVEK' OR EQUAL HOUSEWRAP OVER EXTERIOR 6" WIDE, SELF SHEATHING AND FRAMING ADHERING. SELF PER STRUCTURAL DWGS. HEALING WATERPROOF MEMBRANE 6" WIDE SELF ADHERING, SELF HEALING WATERPROOF SHIM SPACE PER MEMBRANE UNDER 2 LAYERS MANUFACTURES' Of BUILDING PAPER- RECOMMENDATIONS TAPE/SEAL CORNERS CORROSION RESISTANT CAULKING -TYPICAL METAL HEAD HASHING WITH WRAPPED ENDS WINDOW ASSEMBLY EXTERIOR GRADE SEALANT INSTALLED WITH OVER BACKER MATERIAL - 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" HORIZ LAP SIDING INSTALLED PER MFRS INSTRUCTIONS o/ BUILDING PAPER o/ SHEATHING AS OCCURS (PER STRUCTURAL DETAILS) T STUCCO FINISH COAT o/ FOAM TRIM SEE ELEVATION 4 I: WD. TRIM SEALANT 21 RES DR. JAMB JAMB STRIP GARAGE DOOR OVERHEAD GARAGE DOOR JAMB 5GALE: 1 ITS"= I-0" FOR FRMG. PER STRUCTURAL DETAILS GYP. BD. 2x6 F TRACK ASSEMBLY EXTERIOR INTERIOR SELF ADHERING, SELF HEALING WATERPROOF WINDOW ASSEMBLY INSTALLED MEMBRANE SILL WITH CONTINUOUS SEALANT DAM -CONTINUE 6" MIN. BEAD AT FLANGE PRIOR TO UPJAMBS INSTALLATION IJDERIOR GRADE" CAULKING -TYPICAL ' SEALANT OVER BACKER MATERIAL 1X2 WOOD DAM FIBER CEMENT SIDING OVER 'TYVEK' OR EQUAL INSTALL PLYWOOD, HOUSEWRAP OVER PAINTED BLACK BEHIND EXTERIOR SHEATHING WINDOWS AT AND FRAMING PER DORMERS STRUCTURAL DWGS. NOTE WINDOW ASSEMBLY TO BE FASTENED TO STRUCTURE PER WINDOW MANUFACTURERS INSTALLATION REQUIREMENTS AND RECOMMENDATIONS SILL AT FRAME WALL 5GALE: 3 1' 0" HORIZ LAP SIDING INSTALLED PER MFR'S INSTRUCTIONS o/ BUILDING PAPER o/ SHEATHING AS OCCURS (PER STRUCTURAL DETABS) LAP BUILDING PAPER MIN 3' o/ GSM DRIP EDGE FLASHING 24 GA GSM DRIP EDGE FLASI ZING / ICE S WATER SHIELD AT CORNERS. EXTEND 6" UP WALL WOOD TRIM SEE E.EV FOR SIZE 2x RES DR. HEAD GARAGE DOOR GARAGE DOOR TRACK FOR FRMG. PER STRUCTURAL DETAILS GYP. BD. OVERHEAD GARAGE DOOR HEAD SCALE: 1 ITS"= I' 0" EXTERIOR INTERIOR FIBER CEME14T SIDING OVER T'VEK' OR EQUAL HOUSEWRAP OVER ETOERIOR SHEATHING AND FRAMING PER STRUCTURAL DWGS. ' SHIM SPACE PER CHIDE SELF ADHERING, SELF MANUFACTURES' HEALING WATERPROOF MEMBRANE RECOMMENDATIONS OVER BOTH LAYERS OF BUILDING PAPER EXTERIOR GRADE SEALANT EXTERIOR GRADE SEALANT OVER CAULKING -TYPICAL BACKER MATERIAL WINDOW ASSEMBLY INSTALLED WITH 6' WIDE SELF ADHERING, CONTINUOUS SEALANT SELF HEAU14G WATERPROOF BEAD AT RANGE PRIOR MEMBRANE TO INSTALLATION NOTE WINDOW ASSEMBLY TO BE FASTENED TO STRUCTURE PER WINDOW MANUFACTURERS INSTALLATION REQUIREMENTS AND RECOMMENDATIONS JAMB AT FRAME WALL SCALE: 3"= I' 0" SIDING INTALL PER MANUR o/ GRADE DG. PAPER o/ STRUCL SHEATHING ANT RIM SEE ELEV. FOR SIZE 'D' BLDG PAPER o/ MOISTOP IN. LAP) o/ WINDOW FINISH ANT NG GLASS DOOR AE SLIDING GLASS DOOR HEAD SCALE: 3"- 1'-0" 02021 AM-[ DEVELOP EM DO NOT SCALE THESE DRAWWi5. VERIFY BWLDW, ORIENtATIGN WITH CLt.'i 70R AID 51TE PLAN6 BEFORE CONStp1CTICN. THESE DRAWINGS DO NOT CONTAIN 5PECFIC IWORMATIp FOR ANY 1 5TR1C AL ELEMENT5(TO BE PROVIDED BY �II.EER GF , RECORD) ANY DISCREPANCY OlI N510N5, ORIENTATICN, ETGJ BETIEEN THESE DRAWINGS AND THE A56XIATED DRAWIIYS aM/a SIZE DRAWINGS SHALL ISE REPORTED TO LCNTRACTOR AT OIrE AND NO CGNSTRJCTION SHALL PROCEED WTIL CORRECTED. THE III CONTRACTOR ASWMES THE RESPONSIBILITY TO MEET ALL REQUIREMENTS Of LOCAL & ILDMG OFFICIAL6 1 TO COMPLY WITH FATE BUILDING CODES. . I --J J o B LL � Q ^l J �--I W c) U Q x5 MON 01,E QMV M REMIX: 1 � s 1 O H� r� 1 v w � O cr 0 � U wWQ O1 Q �C In N L -i WAYM BY: FAE VERSION: 5.0 BVHTRME MISC. DETAILS 9HTI -3.4 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 SHALLGOVERN. 3. THE STRUCTURAL DRAWINGS FORM AN INTEGRAL PART OF CONTRACT DOCUMENTS, WHICH INCLUDE ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL, AND CIVIUSITE 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 OSHA AND THE LOCAL GOVERNING CODES, CURRENT EDITION, AND ALL REQUIREMENTS SPECIFIED IN THE CODES SHALL BE ADHERED TO AS IF THEY WERE CALLED FOR OR SHOWN ON THE DRAWINGS. THIS SHALL NOT BE CONSTRUED TO MEAN THAT REQUIREMENTS SET FORTH ON THE DRAWING MAY BE MODIFIED BECAUSE THEY ARE MORE STRINGENT THAN THE CODE REQUIREMENTS OR BECAUSE THEY ARE NOT SPECIFICALLY REQUIRED BY CODE. 8, THE ENGINEER'S SEAL APPLIES ONLY TO THE STRUCTURAL COMPONENTS ON THIS DOCUMENT. ALL DIMENSIONS ARE TO BE VERIFIED WITH THE ARCHITECTURAL DRAWINGS. ANY DEVIATIONS OR DISCREPANCIES ON THESE PLANS MUST BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER OF RECORD. BACK CHARGES WILL NOT BE ACCEPTED, REGARDLESS OF FAULT, WITHOUT PRIOR NOTIFICATION BY BUILDER WITHIN 48-HOURS AND INVESTIGATION BY FIELDSTONE. 9. THE TERMS'CONCRETE SCREW AND WASONRY 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 =15 PSF 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 ROOFTRUSSES L/240 U240 1" FLOOR JOISTS/TRUSS L/360 U480 1/2" NOTES: 1. MAXIMUM TOTAL LOAD DIFFERENTIAL DEFLECTION BETWEEN ADJACENT PARALLEL MEMBERS SHALL BE 5/8" 2. ANY MEMBER SUPPORTING BRICK/MASONRY SHALL BE LIMITED TO A TOTAL LOAD DEFLECTION OF 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 GUARDRAIL/HANDRAILS SHALL MEET 200 LBS (MINIMUM) CONCENTRATED FORCE APPLIED IN ANY DIRECTION. IN -FILL COMPONENTS OF GUARDRAIL SHALL MEET 50 PSF. THESE LOADS ARE TO BE EVALUATED INDEPENDENTLY AND ARE NOT TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD. DEFLECTION OF GUARDRAIL SHALL MEET THE CRITERIA SET FORTH BY THE INTERNATIONAL CODE COUNCIL EVALUATION SERVICES (ICC-ES) AC 273 - "ACCEPTANCE CRITERIA FOR HANDRAILS AND GUARDS" CONCRETE NOTES: 1. STRUCTURAL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE PER ACI 332 "RESIDENTIAL CODE REQUIREMENTS FOR STRUCTURAL CONCRETE". 2. CONCRETE PRODUCTION AND PLACEMENT SHALL CONFORM TO THE REQUIREMENTS OF ACI 332 "RESIDENTIAL CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" EXCEPT AS MODIFIED BY STRUCTURAL REQUIREMENTS NOTED ON THE DRAWINGS. 3. CEMENT SHALL CONFORM TO ASTM 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 CONDTDONS CONCRETE�UNDATION) AGAINST EARTH: 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-WI.4XW1.4. WELDED WIRE FABRIC SHALL BE FURNISHED IN FLAT SHEETS (ROLLS NOT PERMITTED) AND SHALL CONFORM TO ASTM A-1064 AND HAVE A MINIMUM SIDE AND END LAP OF 8 INCHES. • MICRO- OR MACRO- SYNTHETIC FIBER REINFORCEMENT FIBER LENGTHS SHALL BE 1/2" 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 C7116 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 61NCH (MINIMUM) AND SEAL WITH ADHESIVE. 4, WHERE FOOTING STEPS ARE NECESSARY, THEY SHALL BE NO STEEPER THAN ONE VERTICAL TO TWO HORIZONTAL U.N.O. HALL BE ENTERED UNDER COLUMNS AND WALLS UNLESS SPECIFICALLY DETAILED 5. FOOTINGS S C U 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 MA T ASTM C90 AND HAVE A MINIMUM COMPRESSIVE MASONRY SHALL CONFORM O O STRENGTH P= 1,500 PSI U.O.N. MASONRY SHALL HAVE A TEXTURE SUITABLE FOR STUCCO APPLICATIONS WHERE ARCHITECTURAL DRAWINGS INDICATE STUCCO APPLICATION. 3. CONCRETE MASONRY UNITS SHALL BE LAID IN RUNNING BOND. 4. MORTAR FOR ALL MASONRY SHALL CONFORM TO ASTM C270 WITH MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. MORTAR BELOW GRADE SHALL BE TYPE M. ELSEWHERE MORTAR MAY BE EITHER TYPE M OR S UNLESS SPECIFICALLY INDICATED OTHERWISE. USE EITHER PORTLAND CEMENT/LIME OR MASONRY CEMENT FOR MORTAR. 5. GROUT SHALL CONFORM TO ASTM C476 WITH MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 2,500 PSI. 6- STEEL BAR REINFORCEMENT SHALL CONFORM TO ASTM A615, GRADE 60. 7. VERTICAL CELLS CONTAINING REINFORCING AND GROUT SHALL FORM A CONTINUOUS CAVITY, FREE OF MORTAR DROPPINGS. 8. VERTICAL CMU WALL REINFORCING SHALL BE AS NOTED ON THE DRAWINGS. DOWELS TO CONCRETE FOUNDATION TO MATCH SIZE AND SPACING OF VERTICAL REINFORCING UNLESS NOTED OTHERWISE. REINFORCE CMU CORE AT CORNERS, EACH SIDE OF CONTROL JOINTS AND EACH SIDE OF WALL OPENINGS WITH (1)-#5 CONTINUOUS VERTICAL REINFORCING BARS.. 9. HORIZONTAL BOND BEAM AND VERTICAL REINFORCING SHALL BE CONTINUOUS U.O.N. LAP SPLICE REINFORCING PER THE SCHEDULE OR USE MECHANICAL SPLICES ADEQUATE FOR 125% OF SPECIFIED YIELD STRENGTH OF THE BAR. LAP VERTICAL REINFORCEMENT WITH MINIMUM DOWELS OF SAME SIZE AND SPACING THAT HAVE BEEN PREVIOUSLY INSTALLED IN THE FOUNDATIONS. DOWEL EMBEDMENT IN CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF THE CONCRETE NOTES. BAR SIZE LAP SPLICE LENGTH BEND DIAMETER ACI HOOK #4 201 3" la #5 25" 3-3/4' 10" #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 F-M. 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." INDS) 2. PLYWOOD HAS BEEN DESIGNED IN ACCORDANCE WITH "PANEL DESIGN SPECIFICATION." AND SHALL CONFORM TO "VOLUNTARY PRODUCT STANDARD PSI CONSTRUCTION AND INDUSTRIAL PLYWOOD.' 3. ORIENTED STRAND BOARD (OSB) SHALL CONFORM TO "VOLUNTARY PRODUCT STANDARD PS2 PERFORMANCE STANDARD FOR WOOD -BASED STRUCTURAL -USE PANELS". 4. ALL BEAMS AND HEADERS SHALL BE (2)-PLY U.N.O. 5. WOOD SILL PLATES AND WOOD WALLS SUPPORTED ON CONTINUOUS CONCRETE OR MASONRY SHALL BE ANCHORED WITH 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 NOA /NO.2 OR BETTER U.N.O. WITH BASE DESIGN VALUES: Fa= 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: Fa= 1100 PSI Fo-= 565 PSI FT= 675 PSI Fo= 1450 PSI F,= 175 PSI E= 1400 KSI WITH THE MOISTURE CONTENT OF THE WOOD IN SERVICE WILL NOT EXCEED 19%. 9. STRUCTURAL COMPOSITE LUMBER SHALL CONFORM TO ASTM D 5456 WITH THE FOLLOWING ALLOWABLE DESIGN STRESSES MICROLLAM LVL PARALLAM PSL (*) TIMBERSTRAND LSL E = 2000 KSI E = 1800 KSI E = 1300 KSI Fe = 2600 PSI F, = 2400 PSI F, = 1700 PSI (*) -'BOOZER BEAM 2.1 EARE 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 SHALL BE GLUED AND NAILED TO SUPPORTING MEMBERS. ADHESIVE SHALL MEET APA SPECIFICATION AFG.01, APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. PROVIDE 0.131 "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 (I)-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 1T 4 1J/1K 1J/iK iJ/iK 6 1J/1K iJ/1K iJ/2K 8 1J/1K 1J/2K iJ/3K 10 1J/2K 1J/2K 1J/4K 2x4 12 1J/2K 1J/3K 1J/4K 14 1J/2K 1J/4K ENG 16 1J13K 1J/4K ENG 18 1J/3K ENG ENG 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/iK 1JIIK 8 iJ/1K 1J/1K 1J/1K 10 iJ/1K 1J/iK 1J/iK 2x6 12 iJ/1K 1J/iK iJ/1K 14 1J/1K 1J/1K 1J/iK 16 1J/1K 1J/iK 1J/1K 18 1J/1K 1J/1K 1J/1K 13. WALLS SHOWNO N 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. BEARING PARTITION WALL HALL BE CONSTRUCTED WITH 2X OR METAL STUDS 18 NON LOAD BEA G O S S 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-B3 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 136" 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 112" 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" P A 1 2" DIAMETER ANCHOR BOLT WITH 7" EMBEDMENT AT 6'-0" O.C.' LIKEWISE A O.C. REPLACES /, 1/2"x6" TITEN HD WITH 1-3/4" MINIMUM EDGE DISTANCE AND 8" MINIMUM END DISTANCE AT 2'-8" O.C. REPLACES A 1/2" DIAMETER ANCHOR BOLT WITH 7" EMBEDMENT AT 4'-0" O.C.. 3- SIMPSON MASA SILL ANCHORS MAYBE USED AS AN ALTERNATE TO THE ANCHOR BOLTS AND SPACING NOTED HERE -IN ACCORDING TO THE FOLLOWING TABLE: BASIC WIND SPEED (MPH) MAXIMUM SPACING <140 6,0" 140 1,6" 150 V-3" NOTES: 1. MASA SPACING BASED ON NO MORE THAN ONE IN THREE INSTALLED WITH ONE LEG INSTALLED VERTICALLY ATTACHED TO STUD 4. 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 ATSTUDS: STRUCTURAL REPAIR IS REQUIRED AT STUDS WHEN A STUD IS NOTCHED TO A DEPTH GREATER THAN 25 % OF THE WIDTH IN BEARING WALLS, OR 40% IN NON -LOAD BEARING WALLS; OR WHEN A HOLE IS DRILLED/BORED TO A DIAMETER EXCEEDING 40% OF THE STUD WIDTH IN BEARING WALLS, OR 60% OF THE STUD WIDTH IN NON -BEARING WALLS. IF THE MAXIMUM HOLE/NOTCH SPECIFICATIONS ARE EXCEEDED THEN A STUD SHOE MUST BE INSTALLED, STUD SHOE REPAIRS ARE AS FOLLOWS: FOR 2X STUD USE HSS2-SDS1.5 WITH (12)-1/4"XI-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 C COVERED BY WOOD STRUCTURAL PANEL OR THE PLATES ARE CUT THROUGH. THE SHEATHING), G), 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 THIRD FLOOR SYSTEMS AND TO THE FOUNDATION. 16. WHEN NOT SHOWN ON DRAWINGS OR DETAILS, THE NAILING SCHEDULE FOR WOOD FRAMING ELEMENTS SHALL COMPLY I TH THE IRC TABLE 17. FLOOR SYSTEMS RE DESIGNED ED BY THE TRUSS1 AND/ORWOOD I- JOIST MANUFACTURER'S OO O Fieldstone �• DELEGATED ENGINEER AND BE IN CONFORMANCE WITH THE LOADS & DEFLECTIONS IDENTIFIED O �� pM �,� IN THE DESIGN CRITERIA NOTES SECTION. INSTALL PER MANUFACTURER'S RECOMMENDATIONS, �S NOTES, AND DETAILS. FLOOR FRAMING CONCEPT LAYOUTS SHOWN WITHIN THE DRAWINGS ARE C.O.A.# ARCHITECURE: : i 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 C.O.E.# ENGINEERRRI _� NO. H6 CONFORM TO ASTM D 5055. _ JURISDICTION SPECIFIC NOTES: 29349 1. FOR PARTIALLY ENCLOSED AREAS, INCLUDING BUT NOT LIMITED TO LANAIS, PORCHES, AND BALCONIES A 1/2" EXTERIOR GRADE SOFFIT BOARD WITH A CEMENTITIOUS O IBRAHEM ELAYEB, PE - 4, (MINIMUM) KNOCKDOWN FINISH IS ACCEPTABLE PROVIDED THAT IT IS PAINTED MEETING THE P.E.# 91476 i {(� % STATE OF �(/ REQUIREMENTS OF ASTM C932 TO GIVE THE CEILING WATER RESISTANCE. THE SOFFIT BOARD PRODUCT SHALL BE ATTACHED PER MANUFACTURER SPECIFICATIONS TO BE IN COMPLIANCE 0BENJAMIN NIESE PE 1 ,•• O ' WITH R703.I. P.E.# 86025•�:ORIDP //�•����� •�.� 2. THE SOFFIT DESIGN PRESSURE IS AS NOTED IN THESE DOCUMENTS, WITH KAYCAN VINYL SOFFIT INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIRMENTS AND ICC-ES EVALUATION 06/21 /2024 • • • • • V �� i�'/ss'O �� " REPORT ESR-1495 THE SOFFIT WILL COMPLY WITH R703.1. ///, 111 1. 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 M z O - �r� V j M Q Z 0 U W x ¢ L c W Ca O Q az Q� m X M N 0 DRAWN BY: FAE VERSION: 5A SHEET NAME COVER SHEET SHEET # SO.1-140_ 8" CMU, VERT. REINF. PER PLAN 8^ CMU, VERT. CMU COL. CMU COL. REINF. PER PLAN PER PLAN - PER PLAN CMU COL. -01-01, 4,w VERT. REINF. VERT. REINF. PER PLAN PER PLAN PAVERS PER PLAN VERT. REINF. > FINISH GRADE 0'-0" SCOPE 0'-0" SLOPE PER PLAN ME a FINISH GRADE 4 ? w Z z j 4" PROCESSED FILL FINISH GRADE - 3 w_ _ 3 MONOLITHIC FND. w/ (2) a z CONCRETE - w CONCRETE - o O w CONCRETE o O w #4 CONT. ON CHAIRS�. COMPACTED FILL o z FOOTING f m > FOOTING 4 f m ¢ pEROPLAN f m a < #4 HORIZONTAL _ a PER PLAN _ . :. __ 19 PER PLAN -. Lry O @18- O.C. '� •' -• F PER PLAN PER PLAN #4 L-BAR w/2'-0" LEG 1�-q�� @ MONOLITHIC FND. w/(2) PER PLAN 2 STORY INTO SLAB @ 1 W O.C. 2STORY #4 CONT. ON CHAIRS CONCRETE PAVERS EXTENDED EXTERIOR MASONRY FTC. „/0,/2023 ��UMRIOR WALL FTG RAISEDTO 4'-0` ABV. GRADE 1yo1/2023 eMONRY CORNER COLUMN 2 2 s/2022 FMM-015�FMM-021 FGM-033 1 CMU, VERT. 8"CMU. VERT. a. CMU, VERT. W CMU, VERT. REINF. PER PLAN REINF PER PLAN 3i4" RECESS IN SLAB REINF. PER PLAN REINF. PER PLAN POURED CURB OR CMU BLOCK 9"CMU STARTER COURSE POURED CURB OR POURED CURB OR 0'-0" TD CMU BLOCK p�-p�� tO CMU BLOCK 4 2' - -� - -tMONOLITHIC FINISH GRADE _ _ _ POURED CURB OR CMU BLOCK SLOPE SHOP SLOPE FINISH GRADE OSLOPE —. C w Z oZ1'-0" FND. w/ (2) 7'-0" MONOLITHIC FND. w/ (2) 1 -p MONOLITHIC FND. w/ (2) 3/4" RECESS IN SLAB 1,-0, MONOLITHIC FND. w/ (2) 1'-4" @ #4 CONT. ON CHAIRS 1'-4" @ #4 CONT. ON CHAIRS 1-4 @ #4 CONT. ON CHAIRS 1� @ #4 CONT. ON CHAIRS 2STORY 2STORY RECESS .1 SLAB 2STORY RECESS / PAVERS 2STORY EXTERIOR MASONRY WALL @ GARAGE 11/01/2023 %1IGARAGE DOOR RECESSED SILL 11/01/2023 FMM-040 \J FMM-060 DOOR PER SPEC. DOOR THRESHOLD 0'-0. 2 STORY EXTERIOR DOOR SILLS DOOR PER SPEC. I'SLOPE DOOR THRESHOLD 0-01, 1 0 -• - ENTRY @ CONCRETE 1-0 @ 2 STORY WALL & FTG ANCHOR BOLTS OR STRAPS, 2x FRAME WALL w/ P.T. SEE GENERAL NOTES, U.N.O.SILL PLATE, PER PLAN CONC SLAB PER PLAN f � Jj 1 — •'~ 1 1_0(2) #4 CONT. ON CHAIRS`• "#5 ALLOWED ILO #4 5 3, a JPAVERS PER SPEC SLOPE (THICKNESS VARIES) ALT. BRICK G.-,AIT RESHOLD I - ENTRY @PAVER. FLUSH BRICK THRESHOLD SCREENED IN SCREENED IN SYSTEM PER MANUF. SYSTEM PER MANUF_ (1)-#4 CONT. SLOPE PAVERS PER SPEC. ON CHAIRS" �' FINISH GRADE FINISH SLOPE GRADE J i " (7) #4q��' COMPACTED FILL i L CONC. SLAB CONT." RYA` PER PLAN PAVERS Q CONC. GRADE BEAM @ SCREENED ENCLOSURES ONLY THICKENED SLAB @ SCREENED ENCLOSURES ONLY `.#5 ALLOWED ILO#4 8RHIICKKENED SLAB @ INT. WALL (BEARING) 11/01/2023SLAB EDGE @ SCREENED IN ENCLOSURES 11/01/2023 �m. FMG-700 FMG-113 8" CMU, VERT. REINF. PER PLAN EXTERIOR FINISH (PER ELEV.) CONC SLAB FINISH GRADE PER PLAN PENETRATING FINISH FLOOR PIPE LOOP TIE AS REQUIRED PENETRATING PIPE" PVC SLEEVE— - -- PVC SIDE VIEW MONOLITHIC SLEEVE— FMONOLITHIC FRONT VIEW FND. PER PLAN FND. PER PLAN "VERIFY LOCATION IN FIELD BEARING PENETRATION WON „/, 2/2021 FMMM -7 30 SGD PER SPEC. PAVERS PER SPEC. GROUTBED (THICKNESS VARIES) SLOPE 1'. 1111� 1 0 p.qCy SLIDING GLASS DOOR 2 STORY 2/28/2022 FMG-070 WALL & FTG 2x FRAME WALL wl P.T. ANCHOR BOLTS OR STRAPS, SILL PLATE, PER PLAN SEE GENERAL NOTES, U.N.O. STEP PER PLAN «SLOPE �1 (2)-#4 CONT. ON CHAIRS (3)-#4 AT 2 STORY" 2STORY "#5 ALLOWED ILO #4 �THICIENED SLAB @ GARAGE (BEARING) 11/01/2023 �� :G�. FMG--o90 ALTERNATE TO CORNER SPLICE: - CORNER BAR w/ LAP PROVIDE CONT. STEEL SPLICE EA. SIDE. SAME REINF. BARS BENT AT SIZE AS CONT. FTG. STEEL CORNERS 70 COMPLY , wI THE INTENT OF THE BUILDINGCODE T ,I NUMBER OF CORNER BARS EQUALS NUMBER OF CONT. BARS VNUMBER OF VERTICAL LAP SPLICE REBAR PER PLAN DOWEL AS pER PLAN REDO IN PLAN REINFORCEMENT @ FTG. CORNERS 11/01/2023 FGGJ120 SEE FOUNDATION PLAN 9 1/4" CONC. FTC. PER PLAN (1) #4 REINFORCMENT BAR CONT., TYP. Z SEE FOUNDATION PLAN FORM SLAB = a� RECESS w/ 2x10 @ (2)-#4Z BARS PROVIDE a ER LOCATION SHOW CATION 2B LAP EA. BEND)ND _ CONC. FTG. PER PLAN Z a LONGITUDINAL TRANSVERSE CMU WALL W/ VERT. #5'S IN GROUT FILLED CELL PER PLAN IIIIIIIIj. SRECEIMI 11 SLAB @ SHOWER 2/28/2022 S11I FOOTING SECTON @ STEPS 05/14/2024 FMSCALE FMM-430 ORO Fieldstone C.O.A.# ARCHITECUEIFi;---- AA26002802 C.O.E.# ENGINEER l 29349 E7 IBRAHEM ELAYEB,-PEA P.E.# 91476 ■ BENJAMIN NIESE, PE P.E.# 86025 06/21/2024 DATE N F No. 86 r 4/ i Q STAT NAL �? �111111110\ 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 � z > M aQ Z C/1 U � C� x ¢ d 11112 Q O Ow Qz Mx oc a L DRAWN BY: FAE VERSION: 5.0 SHEET NAME FOUNDATION DETAILS SHEET # S1.0 _J RXIC SIA iE w 40'-0" 28'-0" 6-01/4" 3`10" 1 3'-10" 2'-83/4" VERIFY MO VERIFY MO VERIFY MO VERIFY MO ■imi lei■ ■1 11111111 11111111■ 24"X24')( GONG. O ■ FTG. W/ #4 BARS @ 12" O.C. EA. WAY u > SA ■ ■ ■ Rt a N _ SIA v - F. 51.0 @ OPT. n SCREEN f 3'-81, 2' 4" ■ VERIFY MO VERIFY IT 9 ■ ■ ■ MO ■� 2' 8 FS1A s vr' ■ SY.O 31A ■ RECESSED SHOWER ■ @ PRIMARY BATH I' ■I I ■ wl I SIA I ■I ■ ■ — _ — 9'-2" II I ■ II I I Rb SIA ••• VARIES - ow m 7-8' ■ 1.-111 a'-o^ 11-10• � rre ra ■ 5 A 514 ■ ■VERIFY, ■ ■ rN - ■ a1 - a w" ■■ owl SIA = a0 I VERIFY MO SA �.. ti I_ ■ ■ ■ ■ ■ ■ ROC 2'-4" VERIFY MO 3'-10" VERIFY MO 3 1YU 2' 4" SiA 7'-4" -0" 24"x24"x12" CONC FTG w/ #4 REBAR @ 12" O.C. EA WAY 40'-0" FOUNDATION PLAN — ELEV. IIKR SCALE: 1/4 -1' W NOTES: 1. 3 1/2" CONCRETE SLAB ON GRADE OVER VAPOR BARRIER 2. REFERENCE FINISHED FLOOR ELEVATION - 0'-U' 3. REFER TO DWG SO.1 FOR GENERAL STRUCTURAL NOTES 000 Fieldstone C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEE o. 860 29349 _ — 0 IBRAHEM ELAYEB, P — — P.E.# 91476 ■ BENJAMIN NIESE, PE STATE �i�� P.E.# 86025 OR10' • G���� 0624 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 W) O � W H 1 ' zM cn 'a z � U E� W W ¢ Q 0 Qa F- J J RAWN BY: FAE VERSION:5.0 ' SHEET NAME FOUNDATION PLAN - SLAB SHEET # S1.1 K FIRST FLOOR WALL/HEADER PLAN - ELEV. IIKII SCALE: 1/4"=1'4' NOTES: 1. REFER TO DWG S0.1 FOR GENERAL STRUCTURAL NOTES LINTEL AND BOND BEAM LEGEND 1. BOND BEAM IS TO BE 8" KNOCK OUT BLOCK WITH #5 BAR GROUTED SOLID, CONTINUOUS AROUND PERIMETER OF STRUCTURE 2. MINIMUM 4" NOMINAL BEARING PER END @ LINTELS OR AS REQUIRED BY MANUF. 3. LINTELS WITH A CLEAR SPAN LONGER THAN 12. SHALL BE PRESTRESSED. 4. BOND BEAM ELEV — 9'-4" U.N.O. 5. GARAGE DOOR LINTEL HEIGHT MAY HAVE A TOLERANCE OF +/- 4" FOR ALL LINTELS 28" OR GREATER TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED r QUANTITY OF #5 REBAR AT j BOTTOM OF LINTEL CAVITY 8F16-1 B/i }T L QUANTITY OF #5 REBAR AT TOP NOMINAL HEIGHT NOMINAL WIDTH #5 REBAR AT TOP MIN. (1) REQ'D = CMU a0 GROUT #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING X' PROVIDED IN LINTEL (VARIES) 7-5/8" ACTUAL 8" NOMINAL HEIGHT 1020 Fieldstone C.O.A.# ARCHITECURE: S AA26002802 C.O.E.# ENGINEERING: No. 860 29349 _ O IBRAHEM ELAYEB, P P.E.# 91476 ■ BENJAMIN NIESE, PE ST P.E.# 86025 �ORIDN •'' G��� 06/21/2024 �ONA` DATE boo€nEQ __ oEc" =WEE o E a N Eon a v 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 Ox z o - w� r� FIIB Q Q M ZQ W � � a U o 0 F. , a M N O DRAWN BY: FAE VERSION: 5A SHEET NAME WALL/HEADER PLAN SHEET # S2.1 K Im ROOF FRAMING PLAN ELEV. IIKII SCALE: 1/4"-1'-0' NOTES: 1. REFER TO DWG SO.1 FOR GENERAL STRUCTURAL NOTES 2. REFER TO DETAILS ON DWG 54.1 FOR ROOF SHEATHING REQUIREMENTS 6 W/ (12)161). E PLY: SCAB 54.1. // (22)0.148"X1-1/2" & 5/8" ATR :D & EPDXIED TO CMU WALL W/ >_"EMBED TRUSS NOTES UNLESS OTHERWISE NOTED ON PLANS: 1. ALL TRUSS STRAPS TO MASONRY ARE TO BE META16. 2. ALL TRUSS STRAPS TO WOOD TO BE SIMPSON H10A. WHEN INSTALLED ON EXTERIOR WALLS SHALL BE CONNECTED THROUGH EXTERIOR SHEATHING. (2) H2.SA TO BE USED TO MULTI -PLY TRUSS, (1) EACH SIDE w/8d NAILS MIN. SIMPSON H2.5A MAY BE USED ON JACK TRUSSES ON THE EXTERIOR OF THE WALL w/Sd MIN. 3. ILO TYP METAL TRUSS CONNECTORS, FRAME SCREWS MAY BE USED AT CONTRACTOR OPTION PER THE FOLLOWING: A) TRUSS TO TOP PLATE TO BE (2) SIMPSON SDWC15600 B) MULTI -PLY TRUSS REQUIRE (2) SDWC15600 AT EA. PLY C) (1) SDWC 15600 SCREW FROM TOP PLATES TO JACK TRUSSES 4. FOR DBL TWIST STRAP TRUSS CONNECTIONS(LTS/MTS/HTS) REFER TO DETAIL P60 FOR INSTALLATION CONFIGURATIONS. DISCLAIMER FOR PLANS FIELDSTONE AE IS NOT CONTRACTED TO PERFORM TRUSS REVIEW ON, THE CONTRACTOR IS RESPONSIBLE TO ASSURE THE DIRECT COMPLIANCE OF TRUSS MANUFACTURER LAYOUT TO THESE DRAWINGS & VERIFY ALL TRUSS CONNECTORS ARE SUFFICIENT TO WITHSTAND THE UPLIF ULATERAL LOADS IMPOSED. IF ANY TRUSS CONNECTOR SHOWN IN THESE DRAWINGS CAPACITY HAS BEEN EXCEEDED, THE TRUSS MANUFACTURER SHALL NOTIFY THE ENGINEER OF RECORD IMMEDIATELY � 0 Fieldstone �,�,` I f•.Ni C.O A.# ARCHITECURE: �� N S AA26002802 C.O.E.# ENGINEERING: No. 860 29349 - * - 0 IBRAHEM ELAYEB, PE �,0 d, P.E.# 91476 � ■ BENJAMIN NIESE, PE F �` P.E.# 86025 06/21 /2024 �'�ss�ONAL 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 rl O x z o - w� F 'z M M Q zWa� � IxW�� U v1 W x ¢ x c Q 0 < Qa ��• xx N DRAWN BY: FAE VERSION: 5A SHEET NAME ROOF FRAMING PLAN SHEET # S3.1_K � S it 1i t t 1 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) 8d NAILS INTO TRUSS 'x'/ (3) 1Od NAILS, 24' CONTINUOUS O.C. CENTER MAX. SPACING STRUCTURAL SHEATHING NAIL PER TYPICALCONTINUOUS STRUCTURAL SHEATHING DETAIL SHEATHING NAIL PER TYPICAL SHEATHING DETAIL TVPICALTRUSS ANCHOR PER PLAN TYPICAL TRUSS 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. TRUSSANCHOR PER PLAN FASCIA, (SEE ARCH DWGS) BOND BEAM ,rF gff PER PLAN DETAIL AT TYPICAL TRUSS w/ HEEL < 9 114" Rol ROOF TRUSS ON MASONRY 11/01/2023 NOT TO - CALE RWM-010 NOTE: REFER TO ARCHITECTURALDRAWNGS 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 24 AT 24" O.C. MAX. - -OR- 2x BLOCKING AT 2x RIBBON BOARD SHEATHING EDGES w/ (3) 8d ATTACHED TO TRUSS w/ NAILS INTO TRUSS 13) 1 Dd NAILS, 24" O.C. CONTINUOUS STRUCTURAL CENTER MAX. SPACING SHEATHING NAIL PER CONTINUOUS STRUCTURAL 22 1/T TRUSS OR 70°-3•� OPT[ L 3D` RAFTER SDWC15600 m m OVERHANG OVERHANG PER PLAN PER PLAN 1/2"-1 3/4" SINGLE SDWC: CONFIGURATION A SINGLE SDWC: CONFIGURATION B TYPICAL SHEATHING DETAIL SHEATHING NAIL PER (TRUSS OFFSET FROM STUD) (TRUSS ALIGNED WITH STUD) TYPICAL SHEATHING DETAIL INSTALL THROUGH TOP PLATE INSTALL THROUGH TOP PLATE FRAMING PER PLAN FRAMING PER PLAN II 4`-14`1`` II "'� 174°-14` INTO TRUSS/RAFTER INTO TRUSS/RAFTER DETAIL AT TRUSS HEEL > 9 1/4" STRUCTURAL SHEATHING, SEE PLAN AND DETAILS FOR TRUSS OR ATTACHMENT RAFTER TRUSS OR RAFTER TRUSS OR RAFTER PRE-ENGINEERED WOOD 3/4 IS) SDWC15600 (2) SDWC15600 (2) SDWC15600 TRUSSES AT 24" O.C. MAX. TRUSS ANCHOR PER PLAN m m m m m Z IL PER X Ell FASCIA❑S (SEE ARCH DWGS SHEATHING DETAIL a 3" OVERH 3 4" 7 714"' SDWC:1 1/4 OVDOUBLEGSDWC: CONFIGURATION BOVDOUBLE SDWC: CONFIGU 7 8 ( ) CONTINUOUS STRUCTURAL +/- 1/4' PER PLAN PER PLAN PER PLAN RATION D •.• DETAIL AT TYPICAL TRUSS w/HEEL <97/PER'4" • +/ 1�4,� 20"-2 T 20`-25` CONFIGURATION (TRUSS OFFSET FROM STUD) INSTALLED THROUGH • (TRUSS ALIGNED WITH STUD) INSTALL THROUGH TOP PLATE INTO TRUSS/RAFTER INTO TOP PLATE �¢.x 221/2` 221/2 IN STALL THROUGH TOP TRUSS/RAFTER RIr�/tiPM[� Mal OPTIMAL OPTIMAL pLATE INTO TRUSS/RAFTER Ro���2 iiiR��00'C�dFF TRUSS ON FRAMING T/01/2023 Ro3 TRUSSIRAFfER TO DOUBLE TOP PLATE SCREW CONNECTIONS 11/01/2023 RW W-020 RWW-030 CONTINUOUS CONT. 2X4 (MIN.)W/ STRUCTURAL STRUCTURAL (2) 10d NAILS SHEATHING PER PLAN 2X4 BLOCKING AT 2'-0" STRUCTURAL SHEATHING, SHEATHING, SEE O.C. w/ (2) 12d TOENAILS (SEE PLAN FOR PLAN FOR 2X4 OUTRIGGER AT 2a" O.C. REQ'D AT EA. ENDTOTRUSS ATTACHMENT) ATTACHMENT OVERHANGS GREATER THAN IS". PRE-ENGINEERED 10d TOENAILS @ (2) A35 @ EA ATTACH TO GABLE DROPPED TOP CHORD OUTRIGGER TO TRUSSES AT 24' O.C. 8" O.C. TRUSS TO HORIZONTAL BRACE, w/ TYR TRUSS CONNECTOR PER PLAN TRUSS w/ (3)1 Dd BOND BEAM PER TOP PLATE ONE EA. SIDE TOENAILS PLAN AND SCHEDULE WALL FRAMING ALONG TOP PLATE STRUCTURAL DROPPED TOP GABLE w/ OUTRIGGERS SHEATHING PER PLAN PER PLAN SHEATHING PER PLAN 8" CMU WALL, SEE WOOD 2X4 BLOCKING @ CONT. 2X4 (MIN.) w/ REQ'D AT 17D MPH OR GREATER PLAN FOR VERT. REINF. META16 AT BLOCKING 2 1 Dd NAILS EDGE NAILING SHEATHING EDGE ( ) IN LIEU OF BLOCKING AND / (2) 1 Od @ EA. EDGE NAILING SHOWN END TO ADJACENT 2X4 LADDER FRAMING AT SNOT WALL BRACING @ NON-BRG. EXT. WALL NON"SHDR 11/01/2023 WITHIN THE GABLE, U IS (OR BOTTOM OVERHANGS UP O 15 OR BKRACING BY TTRUING AS SS TRUSS WEB 24" O.C. RECID AT _y ll�) ACCEPTABLE TO USE "EDGE NAIL SPACING TO CHORD NAILING ATTACH TO TRUSS TOP MANUFACTURER. TO SCALE RWM-070 AS SHOWN) CHORD w/ (2) 1. NAILS PERMANENT TRUSS BOTTOM CHORD OF TRUSS ( BRACING PER TRUSS TO TRANSFER LOAD. AT 16" O.C. 2X4 BLOCKING @ SEE REQUIRED MANUFACTURER @ 1a-w TOE -NAIL SHEATHING EDGE w/ GABLET EBSw/ STRUCTURAL VERTICAL WEBS AS BRACING TURERUSS MAX. SPACING. SHEATHING PER PLAN EDGE NAILING (2) 1 Otl @ EA. END NOTED IN THE MANUFACTURER (1) ADDITIONAL FLAT 2X4 SHEATHING TO ADJACENT STUD FRAMING SHEET MANUFACTURER A A (i.e. BSCI REQ'MTS) WITH BLOCKING PRE-ENGINEERED SPLICED SHEATHING TRUSS NOTES EXTENDING MIN. OF (3) TRUSSES AT 24" O.C. TRUSS BAYS PLACED TRUSS STRAP PER PLAN BETWEEN PERMANENT (3) 1Dd NAILS @ (3) 10d NAILS @ TRUSS BRACING EA. TRUSS CHORD EA. TRUSS CHORD PROVIDE 2X8 PT PLATE w/ 1/2' DIA. x 10" (RESULTING IN 5'-0" MAX. NAIL BOTTOM CHORD - OVERALL BRACING) OF GABLE TRUSS w/ ANCHOR BOLTS @ 4'-0" O.C. MAX w/ 3"x3" PL WASHERS AND 7" EMBED. NOTCH Nil m72d's AT 4 O.C. HORIZONTAL T MASONRY HORIZONTAL 2x BLOCKING OVER PLATE. BLOCKING BETWEEN EXTERIOR INTERIOR' A35 - A35 \ F •�♦ 11 MASONRY WALL, BOND BEAM, LINTEL BEAM, FIRST 3 BAYS OF B" CMU WALL, -- SHEATHING PER PLAN SEE PLAN FOR Oq RAKED BEAM PER PLAN. FOR RAKED FRAMING TO SEE PLAN FOR A -A (WOOD) A -A MASONRY) ATTACHMENT OFALL BEAM @ VAULTED CONDITION, SEE PLAN PERMANENT BRACING �� VERT. REINF. 0_1 STRUCTURAL SHEATHING. AND DETAIL. w/ 1Od @ 4" O.C. (Ro8 BRACING @PERPENDICULAR BRG. WALL (NON.SHEAR) 11/o1/2D23 RO9 /IGABLE END TRUSS BRACING DETAIL 11/01/2o23 NOT TO SCALE RWM 080 �/ VALLEY SET TRUSSES @ 24" O.C. - VALLEY SET MIN, T LONG 20 GA. FLAT STRAP TRUSSES @ 24" O.C. w/18)i6d SHEATHING SHEATHING PER PLAN PER PLAN 2X4 BLOCKING UNDER TRUSS ENDS, NAIL TO TRUSS CHORDS (1) SDWC15600 w/ (3) 1Od EA. TRUSS SCREW END. TO EVERY OR TRUSS BELOW VALLEY SET TRUSSES @ 24" O.C. SHEATHING PER PLAN 2X4 PURLIN @ EA. VALLEY TRUSS, NAIL TO COMMON TRUSS wl (3) 16d GUN NAILS • ••• BOTTOM CHORD OF VALLEY TRUSS NAILED TO PURLIN w/ • 10d GUN NAIL @ 8' O.C. RoTRUSS VALLEY SET OVER FRAME 11/01/2023 s NOT TO SCALE RWG-060 STRUCTURAL Typ TRUSS SHEATHING PER PLAN CONNECTOR 2X4 LADDER FRAMING AT 24" 2X4 BLOCKING AT DIAGONALS ONLY. ATTACH AT EA. END w/ CONT. 2X4 w/ (2) PER PLAN O.C. REQ'D AT OVERHANGS (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING AT 6" O.C. 12d NAILS GREATER THAN 12", ATTACH TO TRUSS TOP CHORD w/ (2) 16d wl MIN. Bd NAILS. BLOCK4 BAYS BACK FROM GABLE TRUSS. WHEN SECOND BRACE IS REQUIRED, NAILS AT 24" O.C. NAIL TO OPPOSITE SIDE OF BLOCKING. SEE REQUIRED BRACING PER TRUSS STRUCTURAL 1. AT VERTICALS 3'-6" TO 6'-6"USE ONE 2X4 "L" BACK. MANUFACTURER SHEATHING PER PLAN 2. AT VERTICALS OVER 6'-6" TO 8'4" USE (2) 2X4 "L" RACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). ALT. OUTLOOKER FRAMING 3. AT VERTICALS OVER 8'-4" TO 13'-0" USE ONE 2X4 "L" BACK (REQ'D AT 770MPH OR GREATER) AND AN ADDITIONAL DIAGONAL BRACE IS REQUIRED AT THE 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. STRUCTURAL SHEATHING SEE PLAN FOR END. IN ADDITION TO THE SECOND DIAGONAL, A STRONGBACK IS ALSO REQUIRED AT THESE VERTICALS AND PRE-ENGINEERED WOOD ATTACHMENT OF MUST BE ATTACHED TO EA. "L" BACK WITH (2) 12d's AND ONE TRUSSES AT 2'-W O.C. MAX. ALL STRUCTURAL SIMPSON H5 OR ONE USP RT5 CONNECTOR. SHEATHING. FASCIA SIDE NAIL ALL "L" BACKS AND STRONGBACKS w/ 12d's AT 6" (SEE ARCH. DWG.) 2x SHTG. O-C. NOTCH T' BACKS AT TOP AND BOTTOM. BLOCKING TRUSS ANCHOR PRE-ENGINEERED WOOD PER PLAN I TRUSSES AT 2'-0" O.C. MAX. CMU WALL PER PLAN) FASCIA(SEE ARCH. DRAWINGS) SHEATHING PER PLAN TRUSS ANCHOR PER PLAN FRAMING PER PLAN PARTIAL WOOD BEARING DUTCH HIP TRUSS BRACING DETAIL (BOSTON HIP) 11/01/2023 R� U CONT. 2X4 w/ (2) TYPTRUSS RWM-090 RWM-1D0 12d NAILS CONNECTOR PER PLAN STRUCTURAL .' HOUSE - Y. 3 WIDTH �( X" = 10% HOUSE WIDTH �( "X' - 10% HOUSEWIDTH 3 SHEATHING PER PLAN SEE REQUIRED BRACING PER TRUSS ' ALT. OUTLOOKER FRAMING (REQ'D AT 170MPH OR GREATER) �CONT 01 MANUFACTURER _STRUCTURAL 2x FASCIA PER A ARCHS E-EN IN NAILSTHREE PRE-ENGINEERED WOODTRUSSESAT 2OCMAXG SHEATHING PER PLAN 2X BLOCKING TOENAILED TRUSS BAYS BACK FROM GABLE END STRUCTURAL SHEATHING PER 2X4 PURUN @ EA VALLEY RIDGE KHIP 2x BLOCKING BAYS LED,RIDGE 3 TRUSS BAYS BACK BOTTOM CORD OFVAPLO TRUSS NAILEDTRUSS COMMONAILTO WI (3) GABLE EN_ 0 GABLE END FROM GABLE END STRUCTURAL SHEATHING PER PLAN 2X4 BRACE TO PURUN w/ 10d GC�UNN NAIIL COLL 2x FASCIA PER ARCHS w/ 16d NAILS BOSTON HIP 3 GABLE lYl '�=A` H2.SA @ EA OVER FRAMED TRUSS 2.4 BLOCKING _� SHEATHING PER PLAN (2)12d NAILS PRES ENGINEER REDWOOD TRUSSES AT 2'-0' O.C. MAX BETWEEN TRUSSES TRUSS ANCHOR eQWDPenles� MASONRY EA. END 8" CMU WALL OR LINTEL SEE coNnrluaus SHEATHING 24 ROOF SHEATHING I 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: 15/32' SPAN RATED SHEATHING 0.113" x 2-3/8" PANEL FIELD (1) 6" O.C. 6" O.C. 6" O.C. OR METAL: 15/32" SPAN RATED SHEATHING _PLAN FOR REINFORCEMENT EDGE NAILING H2.SA @ EA. PER PLAN CE TRUSS TIE PER PLAN r�� OVERFAMED TRUSS H10A@EA END I�I� (2)SDWC15600 HANGER OF VALLEY SCREWS FROM PER TRUSS 810'-0" EDGE NAILING TOP PLATES TO WOOD MANUF. • • PER PLAN 2X4 O.C. MAX NOTES: FRAMING PER PLAN TRUSS@16" FRAMING SHEATHING LONG SIDE OF SHEATHING TO BE PERPENDICULAR TO TRUSSES OR RAFTERS -TYPICAL SHEFOR WOOD O.C., U) EA PLY. PEAK PER PLAN 2 2. EDGE SPACING ALSO APPLIES OVER GABLE END WALLS OR TRUSSES. ATTACHM NN TO 10 OF TOTAL HOUSE WIDTH, DIMENSION "X' OFFSET FROM ROOF EDGE. AND 3eA1RL p�p��� I C n�7 OVERFRAMED GABLE END DETAIL MOD (11/30/2023) yp (���� C,' �7/�' TIP. ME END DUAL (MOD) 11/3012023 WIDE HOUSE - 4' ZONE, 50' WIDE HOUSE = 5' ZONE, 60' WIDE HOUSE = 6' ZQNE R206 R20C ,,, RWG-202(RB-449) RWG�203 (R8>49) �AT3L.IFASTENNIING/�ZONEIS,I2 1E,EQUAL SHCl11 1NG A I IAVHMEI\ I DIAGf�B SAOPF (MAXIMUM OF 150 MPH EXP C) 11/01/2023 RWG-110 Iel Endsrnl�s cr+e 1—A oe1 Eos lsr A101 VWaPI .ra�.z�ia ImAsoNRv � n 1+1 sim>sou xlsM+s loA� nP __Doeoocq i_ lai .M<NO E'/R x 1e I�II Ee ory rnosTIImoss E.1'''7q 1111 oa �1 MISSED TRUSS STRAP REPAIR OHO Fieldstone ,.�`�pnni�'� C.O.A.# ARCHITECURE: `����• ' C AA26002802 C.O.E.# ENGINEERING: 6 29349 O IBRAHEM ELAYEB, PE P.E.# 91476 ■ BENJAMIN NIESE, PE OF P.E.#86025 ��� ' !C�ORIDQ • 'G��� 06DATE 24 IVAL `X'? \�� . 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 z o w� 1 F-' z M M z O F4 W Q CL O D, .J. W 7 DRAWN BY: FAE VERSION. 5.0 SHEET NAME DETAILS - ROOF SHEET # S4.1 2X6 SP #2 SCABS (SIDE -BY -SIDE) ATTACHED TO TRUSS WITH (3) 10D'S @ TOP AND BOTTOM. SCABS REQUIRED FOR FULL CONNECTION NAILING. FASCIA (SEE ARCH. DWG.) SHEATHING PER P HOLD DOWN w/ AND BOND BEAM OR BOLT PER PLAN LINTEL PER PLAN TRUSS GIRDER CONNECTION wl SCAB JOT TO SCALE 2X6 SP #2 SCAB, FULL HEIGHT ATTACHED TO TRUSS WITH (2) 1 NAILS @ 3" O.C- MIN 2X6 VERT. TRUSS WEB REQUIRED HOLD DOWN w/ ANCHOR BOLT PER PLAN BOND BEAM OR LINTEL PER PLAN 24' LONG 2x SP #2 SCAB, (2) 10d NAILS @ 3" O.C., APPLIED TO ALL TRUSS WEBS AND CHORD, MATCH DEPTHS OF EXISTING TRUSS MEMBERS 11/01/2023 RWM 140 PRE-ENG. TRUSS PER PRE-ENG. TRUSS MANUF. MANUF. STRAP PER PLAN, ONE EA SIDE OF TOP PLATES, PRE-ENG. TRUSS PER MANUF. WRAP AROUND TOP STRAP PER PLAN PLATES. (2) 2x-TOP PLATE (2) 2X-TOP PLATE STRAP PER PLAN SIMPSON SPH STUD PLATE FULL HEIGHT STUD (2) 2x - TOP PLATE TIE w/ (12) 0.148"x1-1 /2" COL. PER PLAN, NAILS, SIZE TO MATCH STUD EXCEPT MIN. COL. FULL HEIGHT STUDS PER PLAN SIZE. ONE EA PLY OF PLY COUNT TO COLUMN PER PLAN. MATCH TRUSS PLY I.L.O. FULL HEIGHT STUD: ALT 48" LONG COUNT +1 2XVERTICAL SCAB MATCHING COL. NOTE. ENSURE NAILING IS NOT FULL HEIGHT STUDS PER ONE STRAP EA SIDE OF DEPTH w/(2) ROWS OF 16d NAILS @ 6" INSTALLED IN AREAS WHERE PLAN WALL DIRECT TO STUD O.C. STAGGER ROWS 3' STRAPPING IS OVERLAPPING BOTH STRAPS ON ONE STRAP EA SIDE OF WALL INTERIOR SIDE OF WALL WRAPPED TO PLATE NOTE. REFERENCE TO FULL HEIGHT STUD COLUMNS IN THIS DETAIL MAY BE SUBSTITUTED BY PSL COLUMN PER PLAN AS REDD WHILE MAINTAINING STRAP INSTALLATION CONFIGURATIONS, ADDITIONAL STUD OR SCAB MAY BE RED D FOR PROPER STRAP ATTACHMENT PER DETAIL INTENT. TYPICAL GIRDER TRUSS TWIST STRAPINSTALLATION F 03/27/2023 NOT TO SCALE RW W-601 O0O Fieldstone C.O.A.# ARCHITECURE: AA26002802 I --"' C.O.E.# ENGINEER 29349 0 IBRAHEM ELAYEB, PE__ P.E.# 91476 ■ BENJAMIN NIESE, PE P.E.# 86025 06/21/2024 DATE _ ' No. _ 4 0 STATE OF ��� '•F�ORIDp'.•' ��� Michigan 3400 Auburn Rd Suite 200 Auburn Hills, MI 48326 + 1 248.622.4035 Florida 12906 Tampa Oaks Blvd. Suite 150 Tampa, FL 33637 +1 813.466.3310 www.fieldstoneae.com M O� z M o 'UO z m �a z U � a 0 M N O 7 J DRAWN BY: FAE VERSION: 5.0 SHEET NAME DETAILS - ROOF SHEET # S4.1.1_ EXTERIOR WALL SHEATHING SHEATHING NAIL PANEL EDGE FIELD BLOCKING REQUIRED (MIN.) SIZE NAILING SPACING REQUIRED 7"6 8d 3" O.C. 12" O.C. ALL EDGES SHEATHING PANEL EDGE NAILING NOTE: PROVIDE BLOCKING AT ALL SHEATHING EDGES S m 3/8" STRUCTURAL SHEATHING SINGLE NAIL EDGE SPACING N 1/2 S DOUBLE NAIL EDGE SPACING STUD SPACING 2X4 BLOCKING PER PLAN SHEATHING SPLICE - SAME NAILING THICKNESS AND STRENGTH AXIS PER PLAN ORIENTATION AS WALL SHEATHING EXTERIOR WALL SHEATHING SHEATHING NAIL PANEL EDGE FIELD BLOCKING REQUIRED (MIN.) SIZE NAILING SPACING REQUIRED 7/16 Sd 3" O.C. 12" O.C. ALL EDGES SHEATHING S 3/8" STRUCTURAL SHEATHING FIELD NAILING, TYP. SINGLE NAIL ( EDGE SPACING PANELEDGE NAILING W0)NOTTO TYPICAL SHEATHING DETAIL 11/01/2023 W02 GABLE END SHEATHING DETAIL 11/of023 SCALE WGW-010 NOT TO SCALE WGG-D20 COMMON WALL, (TYP.) 8 x 8 x 16 CMU WEAVE BLOCK COURSES EVERY OTHER BLOCK (TYP.) @ EVERY ERR BLOCK TEE INTERSECTION REBAR PER PLAN LAN0 Eea TYPICAL CMU INTERSECTION DETAIL 11/01/2023 WGMT182 T.O. BOND BEAM PER PLAN #5 REBAR, CONT IN BOND BEAM BOND BEAM PER PLAN #5 REBAR HOOKED DOWEL #5 REBAR VERTICAL IN SOLID FILLED CELLS, (SEE PLAN) 0'-0" #5 REBAR HOOKED DOWEL 3" x 5" CLEAN OUT AT ALL FILLED CELLS SEE FOUNDATION PLAN AND DETAILS FOR ta; .•, - FOOTING REINFORCING. INT. FINISH WOOD BUCK ATTACHMENT: ALTERNATE: 1x CUSTOM P.T. BUCK TO 2. 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" = 1/4"x4" MASONRY ATTACH FROM ENDS AND 12" O.C. SCREWS @ 4" FROM ENDS WINDOW PER REMAINDER. ATTACH AND 12" O.C. REMAINDER. FLORIDA WINDOW THIRD BUCK INTO w/ 1 1/4" EMBEDMENT PRODUCT MASONRY PER FLORIDA ARPS12NIAL PRODUCT APPROVAL FINISH PER ELEVATION W14 TYPICAL 01DOW ATTACHMENT DETAIL 2„7/202, NSTS. WGM-140 WOOD BUCK ATTACHMENT: INT. FINISH 2x OR GREATER BUCK TO MASONRY 1x WOOD BUILT-UP THICKNESS < 2114' - 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 01 IN MATCH FRAME WIDTH, ATTACH w/'T" BRICK NAILS @ 4" FROM ENDS AND 12" O.C. �•� MOLD REMAINDER. ATTACH DOOR THIRD FINISH PER BUCK INTO MASONRY PER FLORIDA ELEVATION PRODUCT APPROVAL w1 s TYPICAL DOOR ATTACHMENT DETAIL 11/01/2023 WGMm150 ROUGH OPENING BELOW /• �- MITER LINTELS BY FIELD CUTTING #5 REBAR IN VERTICAL GROUT FILLED CELL #5 CORNER DOWELS INSIDE INTERIOR 0 AND E OF PRECAST LINTELS Z #S BAR ASI3HOWNERTICAL FILLED WITH GROUT O m STRUCTURAL SHEATHING. STRUCTURAL SHEATHING. REFER REFER TO STRUCTURAL SHEETS TO STRUCTURAL SHEETS FOR FOR NAILING & OTHER REQ. NAILING & OTHER RED. INSULATION AS PER SPEC. INSULATION AS PER SPEC. PRE-ENGINEERED ROOF TRUSSES. PRE-ENGINEERED ROOF TRUSSES. REFER TO TRUSS MANUF. DWGS 12 PER REFER TO TRUSS MANUF. DWG ASPHALT ROOF SHINGLE ELEV. ASPHALT ROOF SHINGLE (OR TILE PER SPEC.) (OR TILE PER SPEC.) TRUSS STRAP PER STRUCT. DETAILS TRUSS STRAPPER STRUCT. DETAILS FASCIA PER COMMUNITY SPEC. SOFFIT & OVERHANG PER SPEC. - ti FASCIA PER COMMUNITY SPEC. SOFFIT & OVERHANG PER SPEC. BOND BEAM PER PLAN BOND BEAM PER PLAN PRECAST LINTEL PER PLAN OPENING w/ PRECAST SILL PER PLAN SEE STRUCT. FOR ALL REINF. REQ. SEE STRUCT. FOR ALL REINF. REQ. EXTERIOR INTERIOR EXTERIOR - SEES RUCT. DETAILS SEE STRUCT. DETAILS FOR VARIATIONS FOR VARIATIONS 10 0'-0" FIN. FL. 0'-O" FIN. FL. - FINISHED GRADE FINISHEDGRADE TYPICAL REINFORCED FILLED CELL DETAIL 11/01/2023 9O DEG. CRNR DETAIL w1 COLUMN BEL 2/P8/20P2 MONOLITHIC FND., SEE MONOLITHIC FIND., SEE STRUCTURAL DETAILS FOR w,T. W25 ,,,, STRUCTURAL DETAILS FOR WIDTH, DEPTH & REINF. REQ. NOT TO SCALE WGM-,90 WGM-250 WIDTH, DEPTH, & REINF. REQ. TYPICAL I STORY WALL SECTION 11/01/2023 TYPICAL I STORY WALL SECTION 11/01/2023 EXTERIOR CMU WALL S01 S WSM-0,0 WSM-020 GARAGE DOOR AND TRACK, INSTALLED PER MANUFACTURERS SPECIFICATIONS. •� •.. ' 2X6 WOOD BUCK ANCHORED TO CMU w/ 1/2" x 6" "L" BOLTS OR 518" x 6" SIMPSON TITEN HD'S w/ 2" WASHERS AT 24" FRAME TO BUCK O.C. & WITHIN 6" OF TOP AND BOTTOM, OR (2) ROWS OF i/4" TO MASONRY x 3" MASONRY SCREWS @ 12" O.C. STAGGER ROWS 6" I �������', EXTERIOR CMU WALL OOo Fieldstone �pM• 1/4" DRIVE-IN ANCHOR `����� • • • GARAGE DOOR AND -:� -C� ARCHITECURE: \` �! ' �. • S TRACK, INSTALLED PER ./�O.A.# ` SPECIACTUREIRS FICATIONS. AA26002802 ' C.O.E.# ENGINEERING: No. 860 I� 1/2" x 2 1/4" HILTI SLEEVE ANCHOR OR EQUAL MIN. 11/2" 29349 1 ^ 1� BRACKET MASONRY (1)PERFFR O IBRAHEM ELAYEB, PE P.E.# 91476 Alf MAASONR°Y i STAT F !V� GARAGE DOOR ATTACHMENT ■ BENJAMIN NIESE, PE O ���� w1s TYPICAL E 11/01/2023 P.E.# 86025 ' . �OR►DP •' G���� •����` NOT TO SCALE WGM-, sD 06/21/2024 NAL. ����11111111�\ DATE Michigan 3400 Auburn Rd Suite 200 Auburn Hills, MI 48326 H1 248.622.4035 'Iorlda 12906 Tampa Oaks Blvd. Suite 150 Tampa, FL 33637 +1 813.466.3310 &ww.fie/dstoneae. com O x a z o > M a Q zWa� En 04 U W x v C A Aw Q IN DRAWN BY: FAE VERSION: 5.0 SHEET NAME DETAILS - WALL SHEET # 4.2 LEGEND RD 8x8 FILLED CELL W/ (1) - #5 REBAR - - - - - BEAMS gf 7 8x8 FILLED CELL W/ (1) - #7 REBAR HEADER - WIDTH TO MATCH WALL ❑O 8x8 FILLED CELL W/ NO REBAR REOD ------- ------------ GIRDERS PLUMBING WALLS (FOR REFERENCE) 45" CMU - FILL CELLS W/ #5 REBAR BEARING/SHEAR WALLS (FOR REFERENCE) ROOF BLOCKING 12x12 FILLED CELL W/ #4 REBAR ❑■ (IN WALL) 12x12 FILLED CELL W/ #4 REBAR (IN COLUMN) ® BALLOON FRAMED WALLS/HIGHER S/HIGHER BEARING WALLS CONCRETE TIE BEAMS ELEV ELEVATION INDICATOR DETAIL INDICATOR ® PLUMBING PENETRATION FOR FRAMING LAYOUT HDR SIZE LINTEL OR WOOD HDR DESIGNATION OPEN SIZE (ALL WOOD HORS TO BE (2) PLY U.N.O.) 4 1 )-- 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 EO EQUAL MIN MINIMUM ATR ALL THREADED ROD ES EACH SIDE MISC MISCELLANEOUS BLK BLOCK EW EACH WAY MO MASONRYOPENING BLKG BLOCKING EXP EXPANSION NOM NOMINAL BOF BOTTOM OF FOOTING EXT EXTERIOR NTS NOT TO SCALE BOT BOTTOM FD FLOOR DRAIN OC ON CENTER BRG BEARING 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 F00T / FEET REINF REINFORCING/REINFORCEMENT CJ CONTROLJOINT GALV GALVANIZED REDD REQUIRED CLR CLEAR GDR GIRDER RO ROUGH OPENING CMU CONCRETE MASONRY UNIT GRD GRADE SC STUD COLUMN COL COLUMN GWB GYPSUM WALL BOARD SHTG SHEATHING CONC CONCRETE GYP GYPSUM SIM SIMILAR CONT CONTINUOUS HD HOLD DOWN SP SOUTHERN PINE #2 OR BETTER DBL DOUBLE HDR HEADER SPF SPRUCE PIR FIR #1/#2 OR BETTER DIA DIAMETER ILO IN LIEU OF TYP TYPICAL DWG DRAWING IN INCH UNO UNLESS NOTED OTHERWISE 140 WINDSPEED CHARTS 2020 FL - C & C Pressures (ASD) BASED UPON 10 saFT ARU Roof Pressures Wail Pressures Gable Roof Pressures Hip Roof Pressures Zone 1 1 Zone 2 Zone 3 Zone 1 F Zone 2 ne Zone 3 Zo4 Zone 5 19.1 -36.4 N/A N/A 19.1 -47.3 19.1 -34.2 N/A N/A 19.1 _47.3 25.7 -21.7 25.7 1 -34.2 308D DOOR 25SH d Cladding Pressures (ASD) - 2020 FL Positive Width Heieht Effective Pressure 4 1 3 1 8 1 24.0 1 24.2 1 -26.4 Zone 2r FASTENERS ALLOWABLE LOADS CONNECTOR CITY TYPE GRAVITY Ibs) 1.0 UPLIFT jibs) @1.6 LATERAL Ibs L6 META16 8 0. 148"x1-1/2" -- 1450 F1:340 F2: 770 HETA16 9 0.148"x1-1/2" - 1810 F1:340 F2: 770 (2) META16 I_ 10 0.148"xl-1/2" -- 1875 F1 :680 F2 : 770 (2) META16 14 0.162"x3-1/2" -- 1795 Fl : 1285 F2: 1080 (11 HET 1- 10 0.148"x1-1/2., 1920 F1:680 F2 : 770 (2) HETA36 2- or 3-ply 12 0.162"x3-1/2" -- 2365 FI : 1350 f2 : 1430 HSTMi6 6 0.148"xl-1 2" 1110 F1:120 F2: 90 4 1/4"xl-3/4"CONIC SCREW LGUM28-2 6 38"x4'TITEN HD 8250 2435 6 1 4" z 2 1/2" SDS SCREW MSTC28 36 0.148" x 3 1/4" 3460 MTS12 14 0.148"x1-1/2" -- 990 - 2 MTS32 28 0.148"xl- 2" 1980 I'T 14 0.148"x1-1 2" 990 HU210-2 18 1 4'" x 2 3/4" CONC SCREW 3500 1800 -- 10 0.148" x 3" HT516 32 0.148"x1-1/2" 2,890 2 HTS16 16 0.148"xl-1 2" 1310 HTS20 24 0.146"xl-1/2" 1310 LSTA12 10 0.148"x2-1 " 92S LSTA18 14 0.148"z2-1/2" 1235 LSTA30 22 OA48"z2-1/2" 1640 MSTA24 18 0.148" X 21 2" 1640 2) MSTA24 36 0.148" X 2 1/2" 3,280 MSTA36 26 0.146" X 21 2" 2,050 (2)MSTA36 52 0.148"X21 2" 4,100 MSTA-30 22 0.148"x2.12" 2D50 MSTC28 36 0.148" x 3 1/4" 3.460 MSTC52 62 0.348"x3-14" 4735 MSTAM24 0.148"X 3" 1,425 -- 1/4" X 2 1/4" MSTAM36 0.148"X 3" -- 1,870 14"X214" (2) MSTAM36 r26 0.148" X 3" -- 3740 1/4" X 2 1 4"MSTCM40 14'k2-1/4"CONIC SCREW 2800 0.148"x3-1 4" MGT 0.148"x3" 3865 F1:775 F2: 525 1 5/8" ATR HGT-3 0.148x3" -- 10790 -- 3/4" ATR VGTR or L 5/2 " ATR 2225 fl : 6SO 12: 630 1/4"x3" SOS VGTR/L r32 5/8 " ATR _ 5545 f1:650 F2:630 174"x3" SDS VGT 5 8 ATR a940 FI:1185 F2: 590 L!,V.3" SDS (2)VGf 5/8 ATR 7185-2ply 8890- I 3olyF2: F1:1185 590 32 1 1/4'S13" SDS DTT2Z 1 8 1/2" ATR 1 4NII"SDS 1825-2x4 min 2145 2 2x4 min HT74 1 5/8 " ATR 3610 -- 18 0.148'x3-1 2" HITS 1 5/8"ATR _- 4670 -- 26 0.148"x3" HTTSKT 1 5 8"ATR 5445 -- 26 SD:lOx2-12' ABU44Z 1 5/8" ATR 7570 1900 -- 12 0.162"x3-1/2" ABU66Z 1 5/8" ATR 18205 2475 -- 12 1 0.162"x3-1/2" H2.SA 10 0.131"x2-1/2" -- 565 F1:110 F2: 110 H10A 18 0.148"x1-1/2" -- 2340 71:565 F2:285 HIOA-2 18 0148"xl-1/2" -- 1080 F1 : 680 F2:260 HUC48 14 1/4"x2-3/4"CONC SCREW 3500 1135 -- 6 0.148"x3" HUC414 24 1/4"z2-3/4"CONC SCREW 5085 2015 -- 12 0.148"x3" LUS26 4 0.148'k3" 865 116S SPH4 12 0.148"x1-1/2" Side:640 Center: 1280 OTC clips 4 3/16N2-3/4" CONC SCREEN F1 : 85 2 0.131"x2-1/2" F2: 135 A35 12 0.131"4-1/2" -- -- F1:650 F2:67D' SDWC15600 1 SDWC15600 -- 63S F1:130 F2 : 225 SDWC15450 I SDWC15450 295 F2:150 HTU26 20 0.162"x3-1/2" 3200 1250 -- 14 0. 148'x 3" LGU3.63-SDS 16 1/4"X21/2" 6,720 5,555 -- 12 1/4" X 2 1/2" HDUS-SDS2.5 I 7/8"ATR 7870 -- 20 1/4" X 2 1/2" SDS HDU11-SDS2.5 1 1"ATR _. 11,175 - 30 1/4" X 2 1/2" SDS THD26 20 0.16 Z"x 3" 2940 3240 -- 20 0. 148"x 1112" THD28-2 28 0.162"x33"" 4310 4860 -- 16 0.149" x PRECAST LINTEL GRAVITY LOAD TABLE v4.21 LOADS LISTED HAVE BEEN CALCULATED OR COMPILED FROM APPROVED MANUFACTURERS: CAST-CRETE, LOTTS CONCRETE, QUALITY PRECAST CO. .. CLEAR ENING TYPE A 8"LINTEL 8' TYPE 8 8^TYPE(- 12' TYPE B 12"TYPEC 14" TYPE B** 14'TYPEC`*.::IB'TYPEC 16" TYPE B 20 TYPE B 20-TYPEC 24' TYPE B 24*TYPEC: 28' TYPES 28*TYPEC 37 TYPE B 32"TYPEC 3069 3719 3280 5163 6607 8054 9502 10000 1.6" 2231 3059 4605 5206 :::... 6113 7547 8974 ,' .1000D -10000 3D69 3719 3280 5163 6607 8M4 9502 10000 Y 2" 2231 3D69 4605 :.. 5206 6113 7547 8974 _- I= z.100110 2561 2751 3280 3820 1 4890 5961 7034 8307 2'8" 1783 2561 :,: 4605 5206 6113 .I; 7547 8974 ,... 100M '10000. 1969 2110 2992 2931 3756 4576 5400 6224 3- 2" 33a3 1965 ;: 4375 5206 6113 7019 '. 8672 10000 -:1000D.: 1349 1438 1716 1999 2560 3132 3686 4249 3,4" 1217 2349 '. 3090 4567 5365 : 4766 5817 - 7074 8208'. 1349 1438 1716 1999 2560 3132 3686 4649 1'0" 1006 1349 r,1 3090 4567 5365 4766 581E-. 7074 -:8203 1105 1173 1600 1631 2090 2549 0 309 3470 1'6'" 860 2105' 2622 4242 43W ` 3%2 4889 ,. 5817 6662:'. 1232 2177 3738 3490 3031 3707 4383 5061 3 2" 710 1232.:: 2177: 2738 3480 :. 5381 -: 8360 S625 " 7590 991 1729 2.108 2632 2205 2698 3191 3685 3 2' 570 991 1729.: 2109 2632 : 3896 5661 4742 : 55M 699 1160 1516 1626 2564 3486 2818 3302 r 1., 48S 699 -.: _1245- 1516 1843 ;. 2564 3486 2964 := 3387 699 1160 N/A 1625 2564 3486 2818 3302 3 0" 416 699 : 1245... N/A 1843 2564 r 3486 ' < 29" 3387 535 890 N/A 1247 2093 2777 2163 2536 3 2" 354 535 ^.' 1054 WA 1533 : . 2093 2781-. 2259 - 2615. 567 890 N/A 1366 1846 2423 3127 4006 010" 315 567 .. 945 N/A 1366 1846 2423 :: 3127 :: 4006 ' 525 873 N/A 1254 1684 2193 2805 3552 018, 292 525' 873 N/A 1254 1684 '... 2M3 t" 2805 ` 3552 471 755 N/A 1075 1428 1838 2316 2883 1'2" 277 471 755- N/A 1075 r 1428 1838 - 2316 2883 2'0" 255 471 755 N/A 1075 1428 1838 2316 2535 - 471' 755 N/A 1075 -:. 1428 1838 2316 `-.2883 424 706 N/A 1002 1326 1697 2127 2278 2'8" 239 4Z4 is I. 706 N/A 1002 -1328 -; 1697.. 2127: - 26M N/A N/A N/A N/A N/A N/A N/A N/A 3'4`' N/A :.N/A 783* WA 1234' 1421'.: 1779* 21W 2662* N/A N/A N/A N/A N/A N/A N/A N/A 4- 1" N/A N/A-. 710' N/A 116O* ;.. 2331*EN/A 213Y - 2459' N/A N/A N/A NIA N/A N/A N/A 6'0' N/A N A > 548* N A 952' - 1117* 1671* 1997* N/A N/A N/A N/A N/A N/A N A 8'0'"N/A N A - 42M N A 750' 960*- 1415* ` 1676* N/A N/A N/A N/A N/A N/A N/AN/A N/A 340' N/A 598* ' Sao: 1347 '146ir N/A NIA N/A N/A N/A N/A N/A N/A 2'8° N/A NIA 250' N/A 450* 650* *BBG 1090* :. 1229' T' W/2" RECESS U-LINTELS Re bar; Type 8 =Continuous Grout, Steel per Plan in Bond Beam Only;Type C=Continous Grou t,Steel per plan in Bond 11111111/ �� ORO Fieldstone JpM �'�•,, �.�`� C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERING: No. 860 29349 O IBRAHEM ELAYEB, PE .0 4 P.E.# 91476 ■ BENJAMIN NIESE, PE E OF F�OR1 P.E.# 86025 i��'S+S •��� `` 06/21 /202a NAI. DATE ��/1111111�� 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 to O .k O �W7 m zWa¢ U Cn W a L) L) A O Q � Aa ;x a � N C DRAWN BY: I FAE VERSION: 5.0 SHEET NAME REFERENCE CHARTS SHEET # S5.1 i I � i r . I, ( i