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HomeMy WebLinkAbout37801 Dusty Saddle Ln510 - EISENHOWER CMU Garage Left - Elevation I SHEET INDEX NUMBER: SHEET NAME: NUMBER: SHEET NAME: ZCOVER SHEET 3 SQUARE FOOTAGE CALCULATIONS F-1.0 FOUNDATION - SLAB PLAN E-1.0 ELECTRICAL PLANS - FIRST FLOOR E-20 ELECTRICAL PLANS - SECOND FLOOR A-1.0 FIRST FLOOR PLAN A-2.0 SECOND FLOOR PLAN P-O.1 PLUMBING RISER DIAGRAM A-3.10 FRONT / REAR ELEVATIONS I / ROOF PLAN A-3.11 SIDE ELEVATIONS A-3.2 MISC DETAILS A-33 MISC DETAILS A-34 MISC DETAILS 4-40 BUILDING SECTIONS C3ENEIRAL DOTES THE STANDARD GENERAL SPECIFICATIONS FOR AMERICAN HOMES 4 RENT 4 AMIH DEVELOPMENT SHALL GOVERN EXCEPT AS MODIFIED 4 SUPPLEMENTED BY THESE PLANS. THESE PL4N5 HAVE BEEN DE5IGNED TO MEET THE REQUIREMENTS OF: 2023 FLORIDA BUILDING CODE, RESIDENTIAL. 5TH EDITION OCCUPANCY: SINGLE FAMILY RESIDENTIAL CEILING CONSTRUCTION, I. THE GARAGE SHALLBE SEPARATED FROM THE RES DENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2 INCH(121 ) GYPSUM BOARD APPLIED T THE GARAGE GE SIDE, G-AR4GE5 BENEATH HABITABLEROOMS HA S A AT FROM 5 LL BE EP R ED ALL HABITABLEROOMS ABOVE Y T THAN / INCH ThTYPE Y MI B E B NO LE55 AN 5 8 C (5.9 m) PE "X" G PSU BOARD OR EQUIVALENT. WHERE THE SEPARATION 15 A FLOOR -CEILING ASSEMBLY, , THE STRUCTURESUPPORTING THE A TI H T T T T 5 PPOR G E SEP RA ON SHALL AL50 BE PRO EC ED B NO LE55 THAN 1/2 INCH (127 mm) GYPSUM BOARD OR EQUIVALENT. H EXTERIOR FIN I 5 E5 THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION SHALL BE PER TH E CURRENT APPROVED BUILDING CODE AND A5TM C926. INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION R QUI M NTS TO R THE CURRENT E RE E BE PER E E APPROVED BUILDING CODE AND ASTM C 1063. EGRESS. I. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES IF THERE IS NO ACCESS 70 EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM. 2, IN DWELLING UNITS WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 72 INCHES ABOVE THE FINISH A SURFACE W TH E E FINISHED GRADE OR S RF GE BELOW, E 7 4 LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 2 INCHES ABOVE THE FINISH F SECTIONS HA NOT 8 E E FINISHED FLOOR. OPERABLE SEC ONS of WINDOWS SHALL O P RM17 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: 1, 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 70 PREVENT ENTRY OF WATER IN70 THE WALL CAVITY OR PENETRATION OF WATER 70 THE BUILDING- STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND 70 THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORRO5ION-RE515TANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER THE CURRENT APPROVED BUILDING CODE, WINDOW INSTALLATION: I. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW FLOOD ZONE REQUIREMENTS: I. PLAN MEE75 OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION BATH 4RE45: I. INSTALL 2.4 BLOCKING AT TOILET PAPER AN TOWS BAR LOCATIONS, D L L S SEE DETAILS. KITCHENS: I. INSTALL 2X6 BLOCKING AT 59" AFF, ON CENTER FOR UPPER CABINET INSTALLATION. TUB AND SHOWER AREAS: I. CEMENT, FIBER -CEMENT, OR GLASS MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH A5TM CI255, CI325, OR CATS AND INSTALLED WITH "5 x 1-1/14" DAGGERZ PHILIPS WAFER HEAD CEMENT BOARD SELF DRILL SCREWS W/ A71N HA A A F A TILE T A H A CO G SHALL BE USED 5 B CKERS OR WALL LE N TUB AND SHOWER REAS, AND WALL PANELS IN SHOWER 4RE45. TERMITE TREATMENT: TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERM171CIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING 5Y67EMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION, UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED 70 THE BUILDING DEPARTMENT BY THE LICENSED PE67 CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING W45 RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WI7W 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 FURN I5HED BY THE MECHANICAL ENGINEER 45 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 PERMANENT 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 (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE 70 SERVICE AN APPLIANCE, ENERGY REQUIREMENT SCHEDULE EXTERIOR WALLS (FRAME) R-13 EXTERIOR WALLS (BLOCK) 4.1 FOIL ATTIC CEILNG R-30 3, DUCT5 IN THE GARAGE AND DUCT5 PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN -26 GAUGE (0.45 him) 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 B45E 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 45 A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M1411.3. 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 ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR 70 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 MB024.5.1 THROUGH MI502.4.5.3, THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE 35 FEET FROM THE CONNECTION TO THE T AN517ION DUCT FROM THE DRYER TO THF OUTLET TERMINAL. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 25 FEET (162 m 0 FOR EACH 45 DEGREE (0.19 RAID) BEND AND 5 FEET (1524 mm) FOR EACH 50 DEGREE (1,6 RAD) BEND, THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FAN IS INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED 70 BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND NOT READILY 4CCE551BLE FROM THE ROOM IN WHICH THE DRYER IS LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THIS DRYER EXHAUST SYSTEM IS EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." 4, PROvIDE BACK DRAFT DAMPERS AT INTAKE AND EXHAUST LOCATIONS A5 REQUIRED BY THE CURRENT APPROVED BUILDING CODE. ISSUED: 4/3 0/2024 VERSION: 5.0 SQUARE FOOTAGE AH4R ASSET MANAGEMENT SQ. Fr. HEATED AREA Sq. Ft. MAIN LEVEL 1077 SECOND LEVEL 1220 TOTAL AHI SQ. Fr. (Slab/Crew!) 2297 METHODOLOGY: ANSI Z765-2003 The total area calculated from the outside -to -outside of framing, including optional finished basement options as shown. This area excludes stairwell at highest level above grade, garage, covered patio/porches. >Ly 0021 AMH DEYELOFMEM CO NOi SCALE THESE DRAWNG5. 1ERFT EUILDIIY ORIENTATION WITH CONTRACTOR AND SITE PLANS BEFORE CONSTRUCTION. THESE ORAWIIYS DO NOT CONTAIN SPECIFIC NFDfd147ICN FOR ANY STRUCTURAL ELEMENTS (TO BE F v[OED BY EN3INffER OF RECORD), ANY DISCREPANCY (DIMENSION', ORIENTATION, ETC) BETWEEN THESE DRAWNGS AND THE ASSOCIATED DRAWNGS aMlor SITE DRAllINGS SHALL BE REPORTED TO COMRACTOR AT ONCE AND NO C0 N57 RllCTOJ SHALL PROCEEC MIL CORRtECTED. THE CONTRACTOR ASSUMES THE W6PON51131LITY TO MEET ALL FEEOJIREMENTS OF LOCAL BUILDING OFFICIALS N TO COMPLY WITH STATE B1ILDING CODES _j W ID J N IS Z � m 0 ��B Q� j LL Q W u Q x Q� FIS ASEMTE: BOTH REVISIONS: N � O 1� 7� la--i v) 0 _ O 16 z M U . r� i ^I H W I OI "lly.: I FAE VERSION: 5.0 *E"77 COVER SHEET SIM# CS SO11 AMW DEVELORI Co NOT SCALE THESE DR WLL S VERIFY BUILDFG ORIENTATION WITH CONTRACTOR AND BITE PLAN5 BEFORE CONSiPoKTICN. THE5E DRAWIWS DO NOT CONTAN 5PECFIC INFOF ATICN FOR ANT STRYTURAL ELEMENT5 (TO BE PROVIDED BY EN&,EER OF RECORD)... DISOREPANCT !DIMENSIONS ORIENTATION. ETC) BETUEEN THE5E ORND AWNG5 ATHE A55CCIATED DRAWMS 4-d SITE DRAUN65 SHALL BE REPORTED TO CONTRACTOR AT ONCE AND NO CON57R1Ci ION SHALL PROCEED MIL CORRECTED. THE CONTRACTOR ASWHES THE RE5PON5IBILNY TO MEET ALL REQUIREMENTS OF LOCAL EYJILDI- OFFICIALB 4 TO COMPLY WITH STATE BUILDMG CODES. ^-j ?N � Z 6 m 0 LLJ � � a � w m /1 w u a x Q� MEWDATE , REASM: 7 o. VERSION; 5A SQUARE FOOTAGE CALC.ATIONS 9EET, CS-3 LANAI SLAB F— 4" CONCRETE SLAB MIN. OVER 6 MIL A VAPOR BRRIER SLAB SHALL BE OVER CLEAN COMPACTED FILL W/ FIBERMEEH UNIT SECURED i0 0 Z p 0 3'x3' A/C PAD 4"CONC - O 4 ��� SLAB MINW/ - FIBERMESH fJ 4 -- — — — — — — i LJ -- — — — — — ---- — — _ _ s �\ uB CONCRETE SLAB 4" CONCRETE SLAB MIN. OVER 6 MIL VAPOR B \\ 4LL BE OVER SLAB $HW/ CLEAN CCOMMPPACTED FILLIEF FIBERME514 rl \\ HVAC CHASE 545ED L LOCATION ELECT CONDUIR FOR ISLAND r 15 I LL o I W i — — — — — — — — — — — C.J. : _ _-------- CONCRETE SLAB I N, 4" CONCRETE 5�AB MIN. OVER 6 MIL VAPOR BARRIER SHALL BE OVER 1 CLEAN COMPACTED FILL W/ FIBERMESH IS j — PORCN m 4" CONCRETE SLAB MIN, OVER 6 MIL 4" CONC SLAB O m VAPOR BARRIER SLAB SHALL BE OVER MIN. W/ FIBERMESIJ B CLEAN COMPACTED FILL W/ PIBERMESH Ly wa 0 SLAB PLAN - ELEVATION'? acuE,a-ra M>nn SCALE iN'=,'a Qaaq M M.0 FOUNDA T ION PLAN NOTES ALL LOW SHALL BE IN STRICT COMPLIANCE WITH BUILDING CODE, RESIDENTIAL, AND COUNTY BUILDING DEPARTMENT. STRIP TOPSOIL, TREES, 5TUMPQ ROOTS, ETC. FROM ALL AREAS WHERE CONSTRUCTION WILL OCCUR ONO. FILL SHALL BE FIRMLY COMPACTED, CLEAR 5AND/CL4Y MATERIAL: FREE OF ROOTS, ORGANIC MATTER OR OTHER NTERIOR BE4RMG LOCATION5 SHOULD BE COORDINATED WITH TRUSS MANUFACTURER , STRUCTURAL ENGINEER PROVIDE SOIL TREATMENT AND VAPOR BARRIERS AT ALL 5LA55 (INTERIOR) W021 AMH DEVELOFTMENT DO NOT SCALE THESE DRAWINGS. r VERIFY B ILDMG ORIENTATION WITH ,L CLMRACiOR AND 5NE FLM5 E&F CO%TRLICTION. THESE DRAWMKS W NOT CONTAM SPECFIC U60RMA7I0N FOR ANY STRCTLRAL ELEMENTS (TO EE PROVIDED BY EtYINEER OF r RECOf l ANY DISCREPANCY IDIMEN51pJ50RIMATION, ETC,) 1. BETWEEN THESE DR4 M5 AND THE ASSOCIATED DRAWINGS SITE . DRAWINGS SHALL BE REPORTED TO ! -' CR1tRACTOR AT ONCE AND NO CON51RCTICN SHALL FROCEED WTIL CORFECTED. THE CONTRACTOR 45arE6 THE r r RE5FO*1151LITY TO MET ALL ' N'EWINEMENT5 O LOCAL &WILDING OFFICIALS T TO COMPLY WITH STATE 1 BUILDING CODE5 4--j U � I J J N � 0 z d� v N "' Qw Q) a@ FEEMD,TB 4 MM R�ONS: F L MIANBf: NE r '1 VERSION: 5.0 $BTNF FOUNDATION- I� SLAB PLAN SIM# F-1.0 1 -- _ - I I F--- FLOOR PLAN NOTES PROVIDE 1/2" (MINIMUM) GYPSUM BOARD 5EPAR4TION AT WALL5 AND 5B" TYPE X CEILINGS IN THE G4R4GE ADJACENT TO THE M41N HOLSE AND ATTIC AREA5. WASHING MACHINE 15 ALWAYS LOCATED LEFT OF THE DRYER 11NLE55 NOTED OTI4 ISE. ALL EXTERIOR WALL5 ARE DRAWN AT B" CMJ UNLE55 NOTED OTHERWISE. ALL INTERIOR AND COMMON WALL5 ARE DRALLN AT 3 1/2" LJNLE55 NOTED OTHEF W15E. HEADER FOR FIRST FLOOR 15 AT 5' 0" w/ 5' 4" CLG , SECOND FLOOR 15 AT T-0" W/ 5CLG. HANDRAIL HEIGHT SHALL BE 36" MEASURED VERTICALLY FROM THE NOSING OF THE TREAD. 00 DENOTES EGRE65 WINDOW NANDRAIL 1-1/2" MIN GRASPABLE HANDR4IL= I I/4" MIN TO1 /1" -12" ncx MIN. DIAMETER RE RN y HANDRAIL SECTION PLAN PROVIDE HANDRAIL IN GC PLIANCE WITH THE CURRENT APPROVED BUILDING CODE. STAIR DIAGRAM 10" o---------- LANAI /C SECURE 9' 4" CLG AFF. @ 0 3'x3' PAD CONCRETE @ Je�Sv 25 SH 25 SH I 25 SH 2b68 IR I BREAKFAST NOOK HB 9'-4" CLG FA1ILI..IY N VINYL PLANK ROOT 5' 4" CLG VINYL PLANK ISLAND -_ 41, WALL a 34 IfY AFF. W/ 12" BAR TOP O 5LOPED CEILING UNDER 5TAIR5 Ly 'X' ___ o 42'KNEE-WALL 6' 11j" WITH C �4'-3%a" 6'-OYi' �� KIT NEN 12 _ _ 3 4 _ _ 5 6 T 5 9 10 UP fIT)RISERS TO 2nd FLR�� 5'-4' CLG jJ PLANK e - "' - ?READS !10" W/ I" NO — r �F PANTRY = y. a. Q5. m IN HAD IL pPENING L _ _ J 5 5H GARAGE W4LL5 COMMON WITH LIVING AREA MUST HAVE - IR° DRYWALL 5EPARATION (MIN. 20 MIN FIRE) 1 a LOCATION FOR (2) IINJ � 1 AS CODE REQUIRES 13'-10" 4'-gJ4rn LI 04'-3" PER MARKET ------ - 2-GAR a OPT. BOLLARD , DRYER VENT TYP GARAGE LOCATION'W 9' 4" CLG AFF. ...... - GREY BOX EL CTRICAL CONCRETE `� LAUNDRY i>''oLL r P El WALL a w D 31I80 vINTL4PLAN'K 51/z" OPENING - ------ -I -- — Lacs ac riNamrE - i FOYE ---- VINYL PCLCL43K F I4O0IE OFFICE -4" CLG VINYL PLANK HB M ��'� �•��- 3080 _ 16'-0" x T-0" OH. GARAGE DOOR 25 5H 25 544 � I 3'- 2'-0" 3'-1r0" m vER FY RONT' F' RCN �G G fF y CONCRETE FIRST FLOOR PLAN - ELEVATION "I" WALE r-ra0IM7) _ T_WD R 5' 4"CLG VINYL PLANK a0i1 ANN DEVELORtEM - DO NJT xALE ilESE DRdNNWIT , VERIFY BAC7ORa CRIE ATIONTE Fl_A WITH CONBEFORE AND 51TE TWENE BEFORE 616 DOCONSTRXTION. THESE DCFI Nis R NOT FOR A SPECIFIC INFCEJEMENN FOR ANY STRI YIVE BY ENGINEER F PROVIDED BY EWREER OF RECORD)(DIMENSION AM DISCREPANCY IDIMENSICNS, ORIENTATION, D T BENEEN ED P DR4WRG5 ANp THE - ASSOCIAtED DL BEY a.d/a 5TO ' DRAWINGS SHALL BE REFtAND N ip 1 1 CCMRACTCR AT ONCE ROC EO CCNSTRICTILN SHALL FTOE UJTIL CORRECTED. THE CONTRACTOR 4TO MEET THE �SPO151T5 OF TO AL B ALL OFFICIALS 4 T$ OF LOCAL WITH STATE ' OFFICIALS I iO CLT,PLY Wliu STATE I _ &IILDING CODES. ' 4" j U J J N � Z-6mi- - 0 LLI Ill J I-1 w •a U J-, Q MEW DOE :4WMREV)SION F L- 17MYM Bf. FAE VERSION; 5. FIRST FLOOR PLAN , -1.0 _ ..T. I --� I T I FLOOR PLAN NOTES PROVIDE 10' (MINIMUM) GYP5JM BOARD 5EPARATION AT WALLS AND 5/e" TYPE X CEILING5 IN THE GARAGE ADJACENT TO THE MAIN HOU5E AND ATTIC ARE45. WASHItJ.S MACHINE 15 4LWAY5 LOCATED LEFT OF THE DRYER LNLE55 NOTED OTHERWIGE. ALL EXTERIOR W4LL5 ARE DRAWN AT 8" CMU uNLE55 NOTED OTHERWI5E, ALL INTERIOR AND COMMON WALLS ARE DRAWN AT 3 IR" LNLE55 NOTED OTHERWI5E HEADER FOR FIR5T FLOOR 15 AT 8'-0' w/ 5'-4" CLG , SECOND FLOOR IS AT Y-O" W/ 8CLG HANDRAIL HEIGHT SHALL BE 36" MEA5JRED VERTICALLY FROM THE NOSING OF THE TREAD, B) DENOTES EGRE55 WINDOW NANDRAIL 1-IR" MIN GRASPABLE HANDRAILS I,MIN T t I -12" n4x MIN D IAFIETER� ftE TL.RN m \ H4NDRAIL SECTION PLl+N PROVIDE HANDRAIL IN COMPLIANCE WITH THE CURRENT APPROVED BNILDIMi CODE. STAIR DIAGRAM 10" I oOORIRAMETOFAU CLOSET FM HMIFN Zdlfd D' R pp �cCLWm PWi.1�N ny=.om V FRAWIC VBR -64 SIINLOOR nEVATOII pY[X9p! VA9E5 RR RA4 B HVAC RAISED PLATFORM 0 e FRM ol BATP B CLG VINYL PLANK OPT TEMP 51455 ENCLOWRE 22'-5" 2'-I1" 3050 (•) 3050 !9 3050 (•) �6a I I I 15'-4Y:: 127 F'RIMARI IN W G q, � SEDR=l 4 CJu"�E 8' CLG VINYL PLANK B' CLG VINYL PLAN B'0"CLG, -------J ;n VINYL PLANK IRT5 e NVIZ AHu HvAC ON RA15ED X PLATFOW 5 2'-41/�"tiWb 5'-4Y" PER DETAIL B 42°KNEE WALL_ 3 4 5 6 T 8 I0 II I IZ I3 I4 15 Ib IT VINYL PLA . bW0 D WN IU I5 RS 1 G OlR R m 30X60 i� 6 �m v T A 5M5H M IN U H ID IL r IR45 IRIS ... p _ _ _ _IR45_ a -. 3 -5 • �� CLG rc rc 8' CLG VINY L PLANK VINYL IPLANK I ?' Zv Z868 3'-II" J Tm- '_3i's 1s 3' 4y:� 3�_g:: 5'-B}'j" 0 n B' CLG �q VINYL PLANK OS m BEDROOM 2 3050 (0 B' CLG VINYL PLANK 3050 () 3050 (•) LINE OF WALL BELOW — 4'-IO" 3'-10" 4'-IO" 5'-1" 5'-1" I� SECOND FLOOR PLAN - ELEVATION "I" SCAIE:,AT'- I-voiAl SCALE 1AV=,'W P" 4V0l1 CA- D NCH DRAY DONOT STALE THESE DRION LIl VERRY BUILDIRAC7OR AND ENI511E PLA 5 BUCRACTgi AND 51TE PLANS BEFORE LLNSTR OI CN. THESE DCFIC IF IZ N01 LCNTAM 61RZ L INFORMATION FCR ANY S1 VIDAL ELEMENTS(TO F P CCRPED BY EIY R.EER CF RECORD))ANY DISCREPANCY (DIMENSIONS, ORIE WW,5A 0 T1 A5$XIN THESE DRAWMGS 4 D ,TE OGE ASSOCIATED DRAWP REPORT SITE RNNTRA SHALL BE REPORTED 10 045T TCR AT GNLE AND E LCN LHTIL ON SHALL FTTHE INTR CTORELTED.TNE CLNTRACTOR E6PONBIT4TO1 E5 THE RLIREME IT6 OF TO MEET ILL I REl]JIREMENiS OF LOCAL WILDING I OFTICIALS Y TO COMPLY WITH STALE WILDING CODES. -j U o' O wo� I Q� j i I —I u a I 5 Q RF1M DATE Nq'A¢F REvsaNS: I � : L J i gN1MI B1: FAE VERSION: 5.0 81ffTNVE I . SECOND FLOOR PLAN S,w# 2.0 � I' O" B III y/,p 4\ ZONE 3011 ---------------- --------- `i------- i-------iJ_ O ZONE tiA �Q 4VENT II a II RIDG � >>uu 6 M.0 e JP CRICKET 1 u li 1_O I � 1 3 3 IL- --------------- ------------------------- ROOF PLAN - ELEVATION "I" SONS T/IW -T'O (11.171 SCALE 1A•=T'4 PS4) ZONE I ATTIC VENTILATION: (300 5Q FT AT710 SPACE / 15Q FT VENTILATION) .CALCULATIONS REFLECT 501. RIDGE AND 50% SOFFIT VENT5 1264 SQ FT UNDER ROOF ATTIC / 300 50 FT / I SQ FT = 42150 FT VENTILATION 5PIT VENT 9 5Q IN EACH OFF -RIDGE VENT5104 SO IN EA 421 SQ FT x 50 e = 2.11 50 FT HIGH, 2.11 SO FT LOW HIGH VENTING 2.1150 FT x 144 5Q IN =30336 SO IN REWIRED (3) OFF -RIDGE VENT ® 104 5Q IN = 312 50 IN LOU) VENTING 2.11 5Q FT x 144 SO IN =30336 5Q IN REQUIRED 30336 / 5 = 34 SOFFIT VENTS (CONTINUOUS VENTED SOFF17) ZONE 2 ATTIC VENTILATION: (300 SQ FT ATTIC SPACE / SQ FT VENTILATION) 305 SQ FT UNDER ROOF ATTIC / 300 50 F7 / I SQ FT = 102 SQ FT VENTILATION SOFFIT vEN7 ; 50 IN EACH LOW VENTING ID2 5Q FT x 144 50 IN =146B8 SO IN REQUIRED 1AS bb / 9 = 16 5GfFI1 VEN75 (CONTINUOUS VENTED SOFF17) ZONE 3 ATTIC VENTILATION: (300 SQ FT ATTIC SPACE / 15Q F7 VENTILATION) 120 5Q FT UNDER ROOF ATTIC / 300 5Q F7 / I SO FT = 40 5Q FT VENTILATION 5OFFIT VENT S SO IN EACH LOW VENTING 40 50 Fix 144 5Q IN =5TbO 5Q IN REQUIRED 5160 / S = 6 60FF17 VENT5 (CONTINUOUS vEN7ED 50"-r17) 12 6>Nl - 6AR<11TIPROOF 12 RGLEP) CH 2nd FLR CEILING � r � WIND011 LME r O" El El Ll O FLA5HING B (TYPICAL) Ll z �En W SECOND FLR 3/l2 PITCH 11 N a - - - - - ARCH SHINGLE \ n 3/12 PITCH mN � ROOF (1YP) m IsI FLR CEILING - W INDOW LINE Til= 6"RA15ED STUCCO TRCOACHLIGHT PER COMM_ El 71 4" RAISEDD � � lSPECSE Ell STUCCO TRIMFIN FLR ELEvI D El El ` FRONT ELEVATION'S" 2nd FLR WINDOW m SECOND n N I FLR, �WINDCW FIN FLR SDNE7) il-17(liml S PTM-7'4Q26{) 4' YENT 6/12 PITCH ARCH 5HInGLE ROOT (TTP) -6" HEADER TRIM -4" CORNER TRIM -HORIZONTAL LAP SIDING PER COMM. SPECS. -4" WINDOW TRIM AND SILL -4" RAISED STUCCO TRIM CEMENTITIOU5 STUCCO PER COMMUNITY 5PEC5 (TYP) CEILING INE 6/12 P17C,H ARCH SHINGLE ROOF (TYP) 4" ClF 12 FLR .--___ 6 HORIZ LAPS PILING .INE FLASHING LEV - CJ/WEEP ❑ j - - - PER c sP CEMENT STUCCO COMMUP (TYP) ❑ REAR ELEVATION IT SCALE SCALE OF-1'O W104) Tktira R1+aq I - -T - --I__- WIER M INTAL DING OMM. C. TIOU5 PER ITT SPECS 1E- I Q=01I DEVELOPMENT , NOTSCALE THSDRINS vERFYIDRICWITH CONRACIOR AND SITE PLANS BEFORE L6 DO M071CO THESE DGFIG NS DO NOT N FOR M TR 5PECFIC N¢q LEMEON FOR d E SKOI TILE ELEMENTS (TO BE .. PROVIDED BT EN=MEER LF RECORD). ANY DISCREPANOY � lDIl7EN510N5, ORIENTATION, ETC) BETLLEEN THE5E DRAWINGS A THE . ASSOCIATED DRAWINGS ardor SITE 1 DRAlUR 55 `.,HALL 1'.E REPORTED TO CONTRACTOR AT ONO E AND NO CON57RICTION SHALL PROCEED UfHL CORRECTED. THE CCNTRAOTOR A551ME5 7HE - RE5P0,511BILITY TO MEET ALL REOJIREMEMS OF LOCAL EIILDIFG 1 OFFICIALS ( TO COMPLY WITH 57ATE BUILDING CODES. i--T 6T Z 6 m 0 F � Q J Qn� j 1--1 LLI Q I •a U Q x =CL Q• I R3E18E MTE NYAN ' REASONS: . L J A"WM I FAE VERSION: 5.0 t 81g7 XNE 1 . FRONT/REAR ELEVATIONS & ROOF PLAN I I WFEETI .. -3.10 -_ 1 12 6� 12 6� 4' VENT �6 12 6� 6/12 PITCH ARCH SHINGLE ROOF (TYP) 2nd FLR CEILIN',� I'-0" WINDOW LINE ❑ 4"CORNER FLASHING RIM HORIZONTAL - LAP SIDING 9 ip PER COMM. SPECS. 12 6 2 SECOND FLR 3 � 6/ PITCH ARCH SHINGG LE ROOF (TYP) 'GJNIEEP -. ... - 1st FLR CEILRK - - - ❑ - — — — WINDOW LINE - CEMENTITIOUS Q' - - - - STUCCO PER co - - COMMLNITY SPECS - (TYP) FIN FLR ELEv RIGHT SIDE ELEVATION'I" scuE,�'=ra mm� 12 �6 12 12 6 4' ENT 6 12 6112 PITCH 6112 PITCH FJ ARCH SHINGLE ROOF (TYP) 2nd FLR CEILING WINDOW LINE 4"CORNER TRIM _ - FLASHING 0 HORIZONTAL - LAP 51DInK PER 12 COMM SPECS 6 2 12 3 SECOND FLR 6/11 PITCH 3 \ M ARCH SHINGLE ROOF v YP) 15t FLR CEILING - - C./WEEP- WINDOW LINE - CEMENTITIOUS - - - - STUCCO PER - - - - - V COMMUNITY SPECS - - - ro (TYP) - - CONCRETE PATIO FIN FLR ELEv LEFT SIDE ELEVATION'T 11D11'H7 W) BONE 1H1'-0' o9ti WAM 04)Ra 9071 AMP DEVELOFTIEM iI DO NOT SCALE THESE DRAWINGS rRIFY EUILDRG ORIENTATION WITH CONTRACTOR AND SITE RAN$ EEFOR: CONSTRICTION. THESE DRGWRGS DO NOT CONTAIN 5PECFIC P ORIATICN FOR MY STRJC7I,R4L ELEItEMS CO EE P ADED BY EW MiER OF RECORD/ ANY DISCREPMCY !DIMENSIONS, ORIENTATION, ETC) BETWEEN THESE 1 DRAWINGS AND THE DRAWINGS ASSOCIATED DRAWS —1517 DRAWIt_ SHALL BE REPORTED 70 CONTRACTOR AT ONCE AND NO CON57 RCTION SHALL FROCEED UNTIL GORR£CTED. THE CONTRACTOR A5'JUIES THE RE5PONSIEILITT TO FEET ALL RE=WMENT$ OF LOCAL &WILDING OFFICIALS I TO COMPLY WITH STATE &WILDING CODES U � J ) a � � a O To Q) j LL m Lu x =ILLQ ry IBFAff MIE 4d0M F EVOW: L J pNNN FM: FIE VERSION: 5.0 SIDE ELEVATIONS BffTI -3.11 BUILDING SECTION NOTES PLE45E NOTE: THE5E DETAILS ARE STRICTLY ARCHITECTURAL, REFER TO 5TRUCTURAL SHEETS FOR MORE INFORMATION. SECTIONS SIMILAR TO OTHER ELEVATICN5 AND WHEN IJ5NG txb EXTERIOR W4LL5 12 e, I� —INSULATION5 BMITTED WITH P RMITI APPL CATTIONN GY 1—\ �6 TOP OF FASCIA Ind FLR CEILING WINDOW LINE I'-m" FRI BATH 2 THE � SECOND FLR V \ L _ IT � 16 Ist FLR CEILING B a KITCHEN WINDOW LINE 13 m 1 El II B 10 El ,x CL ROOK P. — b 4 5 0 FIN FLR EL Ev COMPACTED, TERMITE TREATED SOIL W YAPOR FOUNDATION (SEE BARRIER STRUCTURAL PLAN) BUILDING SECTION AAI, SCNE:1/e'=110 (Ifx17) BEVATON TSIIOVM ALLaEVATKWSNLAR SCALE A'-1'a GM) BUILDING SECTION'W SCALE 1Ar-,'W n,=In ELEVATION T SIOWN -ALL SSEVATIONS SPAIW1 SCALE: 1It'=1'-0'(2ms) G0a1 AMH DEVELOFMW DO NOT F ALE THESE DRALIW'5. VERIFY UILDRG ORIENTATION WITH CONTRACTOR AND SITE PLANS BEFORE CONSTRJLTICN, THESE DRAWIF635 DO NOT CONTAIN 5PECFIC P OR'IATILN FOR ANY STRNCTURAL ELEMENTS (TO BE PROVIDED BY EW INEER CF RECGRD) ANY DI5CREPANCY !DIMENSIONS, ORIEWATION, ETCJ BEMEEN THESE DRAWN._a5 AND THE A5 IATED DRAWPGS an SITE DRA,NlGS SHALL BE R:�D TO CONTRACTOR AT ONCE AND NO CCNSTRY_TICN SHALL FRXEEO .NTIL CORRECTED. THE CONTRACTOR AS'AfTE5 THE k£5FGN515ILITY TO FEET ALL �. R'EQUIREMEN75 OF LOCAL WILDING O !AL5 i TO COMPLY WITH STATE &IILDING FADES ^. W � � J N 0 ° zlo W� Q > W �p o� �Q IBFABEMTE A862d REVISIX: F_ 7 L pNNNSY: I FM VERSION: 5.0 SIffTNNE BUILDING SECTIONS Nor. -4.0 ELECTRICAL LEGEND -GA9 G45 LINE RECESSED CAN LIGHT _+Cw COLD WATER [} FLUSH MOUNT LED 0 ELECTRICAL PANEL Q WALL MOUNTED LIGHT rn ELECTRICAL METER 4 WALL SCONCE Q' DISCONNECT SWITCH FLUORESCENT LIGHT w/I BULB $ 5WITCN CZ= FLUORESCENT LIGHT w/2 BUL85 3 $ 3-WAY SWITCH 0 VAPOR PROTECTED LIGHT $� 4-WAY SWITCH O EXHAUST FAN $ DIMMER SWITCH 7 EXHAUST FAN w/ LIGHT 4 BUTTON ® EXHAUST FAN w/ HEAT 1 LIGHT DUPLEX OUTLET 5MCKE DETECTOR QUADPLEx OUTLET (,ttp CARBON MONOXIDE DETECTOR SWITCHED DUPLEX THERM05TAT OUTLET Y r� 0 FLOOR OUTLET DIRECT WIRE GFI GFI OUTLET T PHONE JACK V,FI WATER PROOF GFI MU OUTLET T MEDIA JACK Cc- 1 CEILING MOUNTED hT CABLE Tv OUTLET OUTLET 22C ® 220V OUTLET DOOR CHIMES CEILING MOUNTED ® SECURITY PANEL LIGHT HANGING CEILING FLOOD LIGHT MOUNTED LIGHT n n C-#-C CEILING FAN I I C=-D CEILING FAN w/ LIGHT U U ELECTRICAL GENERAL NOTES SWITCHES TO BE 45' AFF. RECEPT5. TO BE 12" AFF. - 42' IF OVER A COUNTER ALL WIRING TO BE IN ACCORDANCE WITH NEC ARC F42"-T CIRCUIT INTERRUPTER PROTECTION SHALL BE PROVIDED 45 REQUIRED IN NEC 21012(A) AND SHALL BE INSTALLED IN A READILY ACCE55181 E LOCATION, ALL 5MOKEE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED 5MOKE DETECTORS. GROUND FAULT CIRCUIT INTERRUPTER SHALL BE PROVIDED AS REQUIRED IN NEC 2108(4) AND INSTALLED IN A READILY 4CCE551BLE LOCATION, IT IS THE RE6PON5IBILITY OF THE LICENSED ELECTRICIAN TO INSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NF J4. 104 - NEC AND ALL APPLICABLE LOCAL 5TANDARD6, CODES, AND ORDINANCES. PROVIDE INTERSYSTEM BONDING- iREMINATION AT SERVICE LOCATION PER NEC 25094 LUMNIAIRE5 IN CLOTHES CLOSETS SHALL BE INSTALLED PER THE PROVISIONS OF NEC 411 1 (B) RECESSED LIGHTING TO BE AIR TIGHT AND IC RATED 100% OF THE LAMPS N PEW-ANENTLY INSTALLED FIXTURES SHALL BE HIGH -EFFICIENCY LAMPS REFER TO ENERGY CALCULATION5 FOR ADDITION41- INFORMATION, PROVIDE THE REQUIRED CLEARANCES AROUND PANELS AND DISCONNECTS IN COMPLIANCE WITH NEC 11026. ALL RECEPTACLES SHALL BE TAMPER RE615TANT PER NEC 40612. THE BRANCH CIRCUIT SUPPLYING THE RECEPT4CLE(5) IN 4 GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE. AFCI PROTECTION - 210.12 (B) DWELLING UNITS. ALL 120 VOLT, SINGLE PHASE, 15 AND 20 AMP BRANCH CIRCUIT5 5UPPLYING OUTLETS INSTALLED IN DWELLING UNITS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED AFCI, COMBINATION TYPE. INSTALLED TO PROVIDE PROTECTION OF BR4NCu CIRCUIT. EXTERIORt4/01AIL 200 AMP METER MAIN `M N II I II I II I II I II I G ac DISCONNECT V✓WC-'FI N/�C FI GROUNDING ELECTRODE SHALL COMPLY WITH SEG 25,052 m ELECTRICAL RISER DIAGRAM F m € N.T.S. b'-my44'-33/A•• n -I�I, Gkl€ X J1 CFI �l2- � CMD SD hI Y 1 N1u I I I I I R I I I I I I 4b L 11 U_LL _r°�ld 220v 'FI !GFI+42" / F - M II CMD�d ( C-11 M 42'. OPT. DE ATED 50 D AMFS (k -5 NE MA 240v) � —F REQUIRED B7 CODE 22a C- a------- _---c1C ELEC METER -_-- ------------------ BU1LDER) u-Te-�- �W I r I F I HE FIRST FLOOR ELECTRICAL PLAN - ELEVATION 41" SCALE: t(R�t'4r (1txt7) SCALE: tM:1'0 (Ides) 5TRJCTURED MEDIA CABINET TO INCLUDE GAT5/6. COAX, U56, WFI ROUTER SPACE AND POWER VERF7 EXACT REQUIREMENT, LOCATION ANO MOUNTING HEIGHT PRIOR TO INSTALLATION 12021 AMH DEVELOPMENT DO NOT _KALE 1HEM DR40NG6, "FY BUILDING ORIENTATION WITH CONTRACTOR AND 6TE PLAN5 BEFORE OC%5iR 110,L THESE DRAWPYS DO NOT COMAN SPECIFIC RFORIATION FOR ANT STRUCTURAL ELEMENTS (TO BE P20VIDED BY ETGRFER OF RECORD) ANY DISCREPA'.CY (DIMEN51p15, ORIEMAtION, ETW BETUXEN THESE DRAWNGS AND THE A5 JAMD DRAWNGS ar /a SIZE DRAWINGS SHALL BE REPORTED TO CONTRACTOR AT ONCE AND NO CON57RE ON SHALL PROCEED UNTIL CORRECTED. THE CONTRACTOR A&"E5 THE RESPCN5181LITY TO MEET ALL WE UIREMENTS OF LOCAL EJILDING OFFICIALS 1 TO COMPLY WI STATE EUILDING CODES 4--) U � v O TU w M c MCI u� Q 5x Q� F @ N IB&BE 811E I MSM FEVISgNs: W O N � O 1 � �1 O it Z m Q O ��w W rl F" 7 L- -i AM ST: FAE VERSION: 5.0 8H&71111E � ELECTRICAL PLANS FIRST FLOOR SHIFT# E-1.0 I I F-._ 11 1 1 1 1 --T I ELECTRICAL LEGEND -- 4 GAS GAS LINE RECESSED CAN LIGHT -+py COLD WATER { FLUSH MOUNT LED O ELECTRICAL PANEL Q WALL MOUNTED LIGHT ELECTRICAL METER WALL SCONCE DISCONNECT SWITCH FLUORESCENT LIGHT w/I BULB 5WITCH 0 FLUORESCENT LIGHT w/ 2 BULBS 3 3-W4Y SWITCH ® VAPOR PROTECTED LIGHT a 4-W4Y SWITCH Q EXHAUST FAN �n DIMMER 5W1T[H EXHAUST FAN w/ LIGHT 4 BUTTON ® EXHAUST FAN w/ HEAT N LGHT DUPLEX OUTLET SMOKE DETECTOR QllADPLEX OUTLET GMD CARBON MONOXIDE DETECTOR SWITCHED DUPLEX THERMOSTAT OUTLET Y F-0) FLOOR OUTLET DIRECT WIRE GFI OUTLET T PHONE JACK V✓ C-FI WATER PROOF GFI MJ OUTLET T MEDIA JACK c c CEILING MOUNTED (ra ® OUTLET `'-r CABLE TV OUTLET 22C' ® 220v OUTLET DOOR CHIMES /h W CEILING MOUNTED ® SECURITY PANEL LIGHT HANGING CEIL NG FLOOD LIGHT MOUNTED LIGHT n n C-#= CEILING FAN C-*=C CEILING FAN w/LIGHT U U ELECTRICAL GENERAL NOTES SWITCHES TO BE 45" AFF. RECEPT5. TO BE 12" AFF. - 42" IF OVER A COUNTER ALL WIRING TO BE IN ACCORDANCE WITH NEC ARC F4'I_" CIRCJIT INTERRUPTER PROTECTION SHALL BE PROVIDED 45 REQUIRED IN NEC ImVA) AND SHALL BE INSTALLED IN A READILY ACCESSIBLE LOCATION. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. GROUND FAULT CIRCUIT INTERRUPTER SHALL BE PROVIDED 45 REQUIRED IN NEC 2108(4) AND INSTALLED IN 4 READILY ACCESSIBLE LOCATION. IT I5 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO INSURE THAT ALL ELECTRICAL WORK 15 IN FULL COMPLIANCE WITH NF.PA. TOA - NEC AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. PROVIDE INTERSYSTEM BONDING TREMINATIOd AT SERVICE LOCATION PER NEC 250-4 LUMINAIRES IN CLOTHES CLOSETS SHALL BE INSTALLED PER THE PROVISIONS OF NEC 410.10(4) e (B) RECESSED LIGHTING TO BE AIR TIGHT AND IC RATED 100 D OF THE LAMPS IN PERMANENTLY INSTALLED FIXTURES SHALL BE HIGH -EFFICIENCY LAMPS REFER TO ENERGY CALCULATIONS FOR 4DDI7ION4L 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 RECEPTACLE(5) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE. AFCI PROTECTION 210.12 (5) DWELLING UNITS. ALL 120 VOLT, 51NGLE PHASE, 15 AND 20 AMP BRANCH CIRCUITS SUFPLYING OUTLETS INSTALLED IN DWELLING LNIT5, FAMILY ROOMS, DINING ROOM5, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS SUNROOMS RECREATION RO0M5, CLOSETS, HALLWAYS, OR 51MILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED AFCI. COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF BRANCH CIRCUIT. W I � � F 5'-IOya,� � �lO 1 �X! l N I I � I I I I L SECOND FLOOR ELECTRICAL PLAN - ELEVATION'? scmE lX=1'J7 of.1n SCALE 1W-17 PO4) 0021 " DEVELOFMINT DO NOT SCALE RESE DRW W 5 VIE— 11TD Yi — NTATILN WITH CONTRACTOR AND 517 PLANS BEFORE COI5TRJCTION THESE DRAWN55 DO NOT CONTAN SPECFIC NfrLR9ATICN FC MY STRCTI,RAL ELEVENS (TO BE PROVIDED BY ENSNEER OF RECORD). ANY DISCREPANCY (DMN51CN5, ORIENTATION, ETCJ •ETIEEN TNESE DRAWNG5 AND THE ASSOCIATED DRAWNS5...r 517E RAIURYG5 SHALL BE REPORTED TO CONTRACTCR AT ONCE AND NO CCN5TRXTICN SHALL FREED WTIL CORRECTED. THE OONTRACT02 ASSLME5 THE RESPONSIBILITY TO FEET ALL REOUIREN N15 OF LOCAL SOLOING OFFICIALS T TO CO'IPLY WITH STATE BJILDIW CODE5 Q� @ U � ) O O Z v V Q > O 7 ^^� w LL � I-- � w � U � Q 5x Q� 1ELEMEC17E 4WM REVISIONS: N � I � yv vI � V'1 O 6zM I� Q v1 s Q g Ui m N J pNNN 9Y: FIE VERSION: 5.0 78 &TNNE ELECTRICAL PLANS SECOND FLOOR S EETI E-2.0 I ENT �IV2 VTR VENT 2„ vENTI LAV WC LAV 2 � Tua 3' CONFORIS 2" ASSE 1016, n PRIMARY-LAV jvj�� VENT PRIMARY-LAV 3" I 3" 3 3 PRIMARY-W/C AUTO � VENT PRIMARY -SHOWER AUTO TO SECOND FLOOR VENT 3� RISER PDR-LAY KIT WASHER ^ (� .�PDR-W/C II >�, 3" TO SERER won AMH DEVELDPMENr ' � � - -. DO NCT SOALE vEiCRIE DRAWINGS. RFRYa ORIEY BJILDNTATION WrtN CONTRACTOR AND SITE BEFORE%.4N5 COJSTRiCTION. THESE DRAWW5 DO NOT CCNIAN 5FECFIC RKRtATICN FOR ANY 5TR.CTI,RAL ELEMENT5 (TO BE PROVIDED BY EW.INEER OF RECORD). ANY DlSCREPMCY ,DIMENSION S, ORIENTATION, ETC.) BETWEEN 7V 5E DRAWNGS AND THE ' ASSOCIATED DRAWNG5 aOla SITE ' DRAWINGS SHALL BE REPORTED TO CO RACTOR AT ONCE AND NO "RUC ON SHALL PROCEED ' WIL CORRECTED. THE CONTRACTOR 455"E5 THE RE5"5I15IL ITY TO MEET ALL fgO11REMENTS CF LOCAL WLDING OiICIAL5 T TO COMPLY WITH STATE BUILDIN'i CODES. QI m uQ x =� Q e N MDR DATE: I 4!4M REVISIONS: _ I i I I I. 00.1YM- FIE VERSION: 5.0 SHEITME ELECTRICAL PLANS FIRST FLOOR W[kTI P-0.1 HOUSEWRAP BARRIER (T, JOINTS) OVER EXTERIOR SHEATHING PER SPEC -SF TO OVERLAP RUBBERIZE[ FLASHING RUBBERIZED THRU—WALL FLASHING, EXTEND UP B" VERTICALLY (4" MIN VERTICAL PROJECTION ABOVE SUBFLOOR), TRIA TO OUTSIDE FACE OF BRICK THRU-WALL FLASHING NOT TO SCALE HOUSEWRAP BARRIER (TAPE ALL JOINTS) OVER EXTERIOR SHEATHING PER SPEC -SHEATHING TO OVERLAP RUBBER BLDG FELT BETWEEN FLASHING JSEW RAP BARRIER AND :K VENEER -TYPICAL UP RUBBERIZED THRU-WALL FLASHING, EXTEND UP 8" ISO 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 OVE FLASHING - 24" O.C. RIZONTALLY WEEP HOLES AT COURSE HOUSEWRAP BARRIER - REFR TO DETAIL FOR CUTTING COORDINATE 15N BUILDING FELT BARRIER AT WINDOW OPENING. APPUCATION WHERE BRICK VENEER IS SPECIFIED FOLD HOUSEWRAP DOWN OVER HEAD FLASHING AND APPLY CORNER PATCH EXTENDING 1" MIN. BEYOND BARRIER CUT INSTALL HEAD FLASHING OVERLAPPING WINDOW FLANGES A MIN. OF T - INSTALL UNDER HOUSEWRAP APPLY JAMB FLASHING OVER SIDE WINDOW FLANGES - MIN. I"ABOVE HEAD AND 3" OVERLAP AT SILL INSTALL WINDOW OVER SEALED AND FLASHED PREMANUFACTURED SILL PAN BEFORE TAPING - FILL ENTIRE INTERIOR PERIMETER GAP W / NON -EXPANDING FOAM OR SEALANT TAPE SFAM OF OVERLAPPING PLASTIC SILL BOOT PREMANUFACTURED PLASTIC SILL BOOT IAIIklr%r%\AI r%nCkllklf± CI ALIUIKll- NOT TO SCALE ABOVE FLASHING - 24 O.C. SOLID GROUT BEHIND HORIZONTALLY FIRST COURSE-TY FOUNDATION POURED FOUNDATION WALL BRICK LEDGE THRU-WALL FLASHING @ BRICK LEDGE NOT TO SCALE GABLE END WHERE OCCURS 12 REFER ELEVATIONS AND DETAILS SEE ROOF PUN TYPICAL ROOF COVERING PER SPEC TYPICAL ROOF TRUSSES PER SPEC TYPICAL ROOF INSULATION PER SPEC I LOOK NG SYSTEM CAST STONE SILL OR- BRICK ROWLOCK - REFER TO ELEV. BRICK SOLDIER (OR) 3 BRICK COURSES —REFER TO ELEV. -THRU—WALL MEMBRANE FLASHING WAINSCOT DETAIL NOT TO 5CALE 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 8" VERTICALLY EXTERIOR SEALANT 1 CAST STONE SILL OR BRICK ROWLOCK- REFER TO ELEVATION I BRICKTIE WEEP HOLE THRU—WALL MEMBRANE FLASHING TO FACE OF BRICK W/ MIN. 24' VERTICAL LEG. LAP UNDER BUILDING WRAP. 7/8" STUCCO OVER FRAME (SHEATHING, 2 LAYER W.R.B., LATH AND STUCCO) — PER SPEC PEEL 6 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 DRIP EDGE PER CODE R COMM. SPEC h T.O.W. ROOF CEMENT V REFER TO ELEVATIONS FASCIA PER CODE G COMM. SPEC. _ SHINGLE ROOFING ON ROOFING UNDERLAYMENT— PER SPEC REFER TO STRUCTURAL z FOR TRUSS TO WALL TYPICAL SOFFIT RNtSH PER SPEC E CONNECTION TYPICAL WALL FINISH ON FRAME w/ SHEATHING, PER ELEVATION, PER SPEC PEEL & STICK BRIDGE FLASHING. OVERLAP ON TO ROOFING TYPICAL 2K FRAME WALL AND SHEATHING— fi, UNDERLAYMENT REFER STRUCTURAL 65c6"CORROSION RESISTANT BASE FLASHING — PER SPEC TYPICAL INTERIOR WALL FINISH AND BASE PER SPEC — GABLE END WHERE OCCURS h 2NO F.F. REFER ELEVATIONS AND DEAILS V REFER TO ELEVATIONS 12 TYPICAL ROOF COVERING PER SPEC WATERPROOF WALL FINISH TRANSITION VARIES SEE ROOF BY ELEVATION. REFER DETAILS AND SPECS PUN TYPICAL ROOF TRUSSES PER SPEC T.O.W. TYPICAL ROOF INSULATION PER SPEC `�' REFER TO ELEVATIONS ROOF PLAN _P. INT. CLG. MATERIAL —PER SPEC DRIP EDGE, CRACK CONTROL AND WEEPS — DRIP EDGE PER CODE 6 COMM. SPEC REFER DEVILS AND SPECS �, TOP OF C.M.U. REFER TO STRUCTURAL REFER TO ELEVATIONS FOR TRUSS TO WALL TYP. TNT. CLG. CONNECTION TIE BEAM MATERIAL - PER SPEC _ REFER STRUCTURAL FASCIA PER CODE 6 COMM. SPEC. REFER TO STRUCTURAL TYPICAL SOFFIT FINISH PER SPEC FOR TRUSS TO WALL TIE BEAM — REFER STRUCTURAL CONNECTION TRIM PER ELEVATION PER SPEC B" CMU BLOCK REFER STRUCTURAL TYPICAL STUCCO FINISH ON BLOCK PER B" CMU BLOCK REFER STRUCTURAL SPEC IYPICAL STUCCO FINISH ON BLOCK PER TYPICAL INTERIOR WALL SPEC FINISH AND INSULATION OVER BLOCK PER SPEC TYPICAL IINIERIOR WALL WAINSCOT PER ELEV. PER SPEC FINISH AND INSULATION OVER BLOCK PER SPEC J—� VERIFY FOUNDATION PROFILE VARIES BY WAINSCOTf PER ELEV. PER SPEC TYPICAL BASE PER SPEC LOCATION / CONDMONS VERIFY FOUNDATION PROFILE. VARIES BY REFER STRUCTURAL TYPICAL BASE LOCATION / CONDITIONS VERIFY DEAIL FOR TERMINATION WALL PER SPEC REFER STRUCTURAL FINISH AT FOUNDATION PER ELEVATION A VERIFY DETAIL FOR TERMINATION WALL MATERIAL. FINISH AT FOUNDATION PER ELEVATION AND --- pN. R FI. p-0 1 i 1-�-III- I I_ ` : '. <• �IMA'TEERIAL FIN FL -I1=I-I REFER TO PLOT PLAN FOR SLOPE —I 4 � =i � • CONRGURATON L= F � - REFER TO PLOT PLAN FOR SLOPE CONFIGURATION TYPICAL 1-STORY WALL SECTION TYPICAL 2-STORY WALL SECTION NOT TO SCALE NOT TO SCALE 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 `ram. ROOF TO WALL AT RAKE 7/8" STUCCO OVER FRAME (SHEATHING, 2 LAYER W.R.B., LATH AND STUCCO) — PER SPEC PEEL 6 STICK BRIDGE FLASHING, SHINGLE LAPPED 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 6W" 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" &011 — DEVELOPMENT DO NOT SCALE THESE DRA'NNGS VERFY &11LDRY ORIENTATION 01W cONTRACTOR AND 511E RAMS B__fOF€ Oc%TRJcTI_ THESE DRAWWIS DO NOT OCMAN SPECHC woo ATION FOR .1 57RJCTLRAI. ELEMENTS (TO BE PROVIDED BY EW W:R Of RECORD). ANY DISCREPANCY (DP'ENSIONS, ORIENTATION, ETCJ BETUEEN THESE DRAWPYaS 4 THE ASSOCIATED DRAWR'S ar /or SITE DR A W Wi5 SHALL BE REPORTED TO CONTRACTOR AT ONCE AND NO CON57RJC7I0N SHALL P EED INTIL CORRECTED. THE CONTRACTOR 4i°JfTE5 THE RE5FON515ILI7Y TO MEET ALL F6=J REMENTS 6 LOCAL EWILDING L ICIALS H TO COMPLY WITH STATE BUILDING CODES d-� i•y J � v OL < a, � LLI U Q 5x Q� F-1 @ N 16FA�017E N4m REVISIM: N � 011 I� rIh V � o Try _ V7 � Z m � sQo a. w� W V x O ICJ- Qi F L f Q01 BY: FAE VERSION: 5.0 BtM. MISC. DETAILS &Effl -3.2 WWDRAILS SWILL NOT BE LESS THAN 34' CH MORE THAN Sr IN HEIGHT ABOVE THE STAIR NOSING. HANIWLS SHALL BE CONTINUOUS PER RIGHT OF STAIRS. HgMLS "a BE 1 112' CLEAR OF ALLA0.UCEMT FINISH MATERIALS AND ENDS SHALL RETURN TO WALL OR TERMINATE 1 1H'-T IN CROSS SECTIONAL DIMENSION, OR APPROVED EQUIVALENT, N NEWEL POSTS OR SAFE TERMINALS. HANDRAILS SHALL BE AND BE SMOOTH WITH NO SHARP EDGES/CORNERS STAIR AND RAILING SUPPLIER INSTALLER SWILL SATISFY ALL BUILDING a DEPARIMENT APPROVAL REQUIREMENTS FOR THE PRODUCTS THEY PROVIDE OR INSTALL GUARDRAILS SHALL NOT BE LESS 200 be r7 THAN BB' IN HEIGHT ANY DIRECTION ANY LOG TIE HANDRAIL CONSTRUCTION SHALL BE ABLE TO RESIST A LOAD OF 200 LES APPLIED IN ANY DIRECTION AT ANY PONE ALONG THE TOP RAIL OPEN MILS SHALT HAVE INTERMEDIATE MILS OR AR A' SPHERE ANY o m ORNAMENTAL PATTERN SUCH THAT A4' DIAMETER SPHERE NOT PASS CANNOT PASS THROUGH. THROUGH 0• SPHERE MAY THE GUARDRAIL CONSTRUCTION SHALL BE ABLE NOT PASS TO RESIST CONCENTRATED LOAD OF 2B0 LBS IN THROUGH ANY DIRECTION THE TRIANGULAR OPENINGS AT THIS DIAGRAM ILLUSTRATES THE STAIR TREAD, RISER B BOTTOM SPECIFIC REQUIREMENTS OF THE SHALL BE SUCH THAT AB DIAMETER BUILDING CODE AND IS ONLY AN AD FOR BUILDING DESIGN AND BMW CANNOT PASS THROUGH. CONSTRUCTION HANDRAIL/GUARDRAIL CODE DATA SCALE: 1 1/2 1'.0" FINISHED SURFACE 3/4' PLYWOOD TREADS 5IB' PLYWOOD RISERS 2)(12 NOTCHED STRINGER EO. TREADS SEEP AN W TYP TVP ON EXPANSION GAP — (TYP.)/ (S) 2I12 STRlMfRS TYP. 50 TYPE'X'GYP. BD. ATALL WALLS AND CEIUNG OF ENCLOSED USABLE SPACE UNDER STAIR LANDING/STRINGER DETAIL 5CALE: 1112"= 1' 0" FINISHED SURFACE EO. TREADS SEE PLAN 3/4' PLYWOOOD TREADS IN Na �w 2U12 NOTCHED STRINGER M °' STRAIGM MIN AT EACH ?''2 STAIR RUNT) EXPANSION GAP W PLYWOOD FIBERS (TYP.) SECURE NOTCHED STRINGER TO BILL PLATE (B) 2I12 STRINGERS TV. WITH FARMING ANCHOR£ SECURE PATE TO SAS WITH SLOT MS. ALL WOOD N DIRECT CONTACT WITH CONCRETE TO BE PRESSURE TREATED OR PROVIDE IMPERVIOUS MEMBRANE SEPARATION AS ALLOWED BY CODE FLOOR/STRINGER DETAIL 1 114" MIN. - 2" MAX. 1 1/4" MIN. - 2" MAX. 1 1/2" CUR, HARDWOOO TOP RAIL WALLBMCKETAT 4'4T' C.C. MAX BALUSTERS SPACED AT 4 3/4' C.C. MAX 2x BLI'G -- ^' ' 33�i 3� 33� 3� STAIR INTO WALL MID HANDRAIL SCALE: 1 IR"= MATCH HEIGHT OF BASE30W 2K FRAMING GYP. BD. IXIO SIGRT E 2K12 STRINI ffi4 SPACER BIB'TYP' 1 WALLS AND 04CLOSEDI UNDER STAI SKIRT/WALL DETAIL 5CALE: 1 IQ"= 10" TOP. GAP TYP. 2112 NOTCHED STRINGER INSTALL 2X FIRE STOP AT MID SPAN OF STRINGER (3) 202 STRINGERS TYP. 5/B' TYP T GYP. BD. AT ALL WALLS AND CEILING. OF ENCLOSED USABLE SPACE UNDER STAIR — STRINGER/LANDING DETAIL 5C41-E: 1 1/2"2 1'-0" WA21 AMH R' LOR1ENi DO NOT SCALE THESE DR N65. VERIFY &IILII GRIENTATION WITH CONTRACTOR AND SITE PLANS EEFORE CONSTRXTICTL THESE DRAWNGS DO NOT CONTAN SPECIPC INFOp1ATICN FOR ANY STRICTLRAL ELEMENTS (TO EE PROVIDED BY ENWNEER OF RECORD)' MY DISCREPANCY 'DIMENSIgdS, ORIENTATICN, ETCI H'WEEN THESE DRAWMGS AND THE ASSOCIATED DRAWRGS a -a 51TE DRXII SHALL EE REPo D TO CONTRACTOR AT CNCE AND NO CONSTRL'iILN SHALL F FED L IL CORRECTED. THE CONTRACTOR A55JME5 THE RE5PON51&LItY TO PffET ALL REWIREMENTS OF LOCAL &11LDING CFRCIALS T TO COMPLY WITH STATE &1ILDIN6 CODES. -j W U � J N � O Z 6 m v J W x =�Q 5 Q 16FA9EMIE 40621E1 REVISIONS: —ffm I N yY Ol �' E�-I • —I ��w w C/] x O 'Q� M N MMNN W. FAE VERSION: 5.0 BFffTIPIE M MSC. DETAILS ABTA IA -3.3 - L- 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 5 MANUFACTURES' OF BUILDING PAPER - RECOMMENDATIONS TAPE/SEAL CORNERS CORROSION RESISTANT CAULKING -TYPICAL MEAL HEAD FLASHING 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 Pm MFR'S INSTRUCTIONS o/ BUILDING PAPER o/ SHEATHING AS OCCURS (PER STRUCTURAL DETAILS) I STUCCO FINISH COAT o/ _ FOAM TRIM SEE ELEVATION - Ix WD.TRIM SEALANT N RES DR. JAMB JAMB STRIP GARAGE DOOR OVERHEAD GARAGE DOOR JAMB SCALE. 11/7"- 1' 0" FOR FRMG. PER STRUCTURAL DETAILS GYP. BD. x6 �I TRACK ASSEMBLY EXTERIOR INTERIOR SELF ADHERING, SELF HEALING WATERPROOF — WINDOW ASSEMBLY INSTALLED MEMBRANE SILL WUH CONTNUOUS SEALANT DAMLONTINUE 6" MIN. BEAD AT RANGE PRIOR TO UP IAMBS INSTALLATION EXTERIOR GRADO' CAULFJNG-TYPICAL SEALANT OVER 1X2 WOOD DAM BACKER MATERIAL FIBER CEMENT SIDING OVER TYVEK' OR EQUAL INSTALL PLYWOOD, HOUSEWRAP OVER PAINT® BLACK BEHIND EXTERIOR SHEATHING WINDOWS AT AND FRAMING PER DORMERS, TYP. STRUCTURAL DWGS. NOTE: WINDOW ASSEMBLY TO BE FASTEN®TO STRUCTURE PER WINDOW MANUFACTURERS INSTALLATION REQUIREMENTS AND RECOMMENDATIONS SILL AT FRAME WALL SCALE: 3"= 1' 0" HORIZ LAP SIDING INSTALLED PER MFR'$ INSTRUCTIONS o/ BUILDING PAPER o/ SHEATHING AS OCCURS (PER STRUCTURAL DETAILS) LAP BUILDING PAPER MIN 3' o/ GSM DRIP EDGE BASHING 24 GA GSM DRIP EDGE FLASHING --� ICE B WATER SHIELD AT CORNERS. EXTEND CUP WALL WOOD TRIM SEE REV FOR SLRE 2Y RES DR. HEAD GARAGE DOOR GARAGE DOOR TRACK FOR FRMG. PER STRUCTURAL DETAILS GYP. BD. i a6 U N OVERHEAD GARAGE DOOR HEAD SCALE: 11/1 I' 0" EXTERIOR FIBER CEMENT SIDING OVER'TYVEK OR EQUAL HOUSEWRAP OVER EXIEBOR SHEATHING AND FRAMING PER STRUCTURAL DWGS. 6" WIDE SELFADHERING, SELF HEALING WATERPROOF MEMBRANE OVER BOTH LAYER$ OF BUILDING PAPER EKIERIOR GRADE SEALANT EXTERIOR GRADE SEALANT OVER BACKER MATERIAL 6" WIDE SELF ADHERING, SELF HEALING WATERPROOF MEMBRANE INTERIOR SHIM SPACE PER MANUFACTURES' RECOMMENDATIONS CAULKING -TYPICAL WINDOW ASSEMBLY INSTALLED WITH CONDNUOUS SEALANT BEAD AT FLANGE PRIOR TO INSTALLATION NOTE: WINDOW ASSEMBLY TO BE FASTENED TO STRUCTURE PER WINDOW MANUFACTURERS INSTALLATION REQUIREMENTS AND RECOMMENDATIONS JAMB AT FRAME WALL SCALE:3 1'-0" LAPE SIDING INTALL PER MANUF, o/ GRADE 'D' BLDG. PAPER o/STRUCT. SHEATHING SEALANT �— WD TRIM SEE ELEV. FOR SUE ' TYPE'D' BLD'G PAPER o/ MOLSTOP (I" MIN. LAP, o/ WINDOW FINISH SEALANT SLIDING GLASS DOOR FRAME SLIDING GLASS DOOR HEAD SCALE, 311= 1' 0" CPO AMH DEVELOPMENT DO NOT SCALE THESE DRAWINGS ' VERFY 51111DAY+ CRIENTATOJ WI1H CONFRAC101R AND SITE PLANS •'j BEFORE COIST"TIC T THESE A DRAWRYS DO NOT CONIAM SPECIFIC IWOPo TION FOR ANY STRUCTURAL ELEMENTS (TO BE , PROVIDED BY ENIGIN'EER OF RECORD) ANY DISCREPANCY !DIMENSIONS, ORIEMATICN, ETCJ EETILEEN THESE DRAWINGS AND THE ASSOCIATED DRAWNfi5 aM/or SITE - RNWAiS SHALL BE REPORTED TO CONTRACTOR AT ONCE AND NO CCNSTp TIC` SHALL PR-CEED INTIL CORRECTED. THE CONTRACTOR A5SXE5 TOE , fff5PGN5 311ITT TO MEET ALL REOIIREMENTS O LOCAL MILDING OFFICIALS 1 TO CV' LY WITH 57ATE BUILDIW CODES. N op m Z�N^ o o „ jLL 1 I— W � U � x =�Q 5 Q II IIBFAg aIE aa� • REVISIONS: I L VERSION: 5A III�TIRNIE MISC. DETAILS &fff� R -3.4 I GENERAL STRUCTURAL NOTES: 1. ALL WORK SHALL CONFORM TO THE 2023 8th EDITION OF THE FLORIDA (INTERNATIONAL) RESIDENTIAL CODE AND APPLICABLE COUNTY CODE AMENDMENTS. STANDARDS LISTED IN STRUCTURAL NOTE SECTIONS REFER TO THE VERSION AND EFFECTIVE DATE IDENTIFIED IN THE REFERENCED STANDARDS CHAPTER IN THE GOVERNING BUILDING CODE NOTED ABOVE. 2. THE STRUCTURAL NOTES ARE INTENDED TO AUGMENT THE DRAWINGS. SHOULD CONFLICTS EXIST BETWEEN THE DRAWINGS AND THE STRUCTURAL NOTES, THE STRICTEST PROVISION SHALL GOVERN. 3. THE STRUCTURAL DRAWINGS FORM AN INTEGRAL PART OF CONTRACT DOCUMENTS, WHICH INCLUDE ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL, AND 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 SCREW' SHALL BE USED INTERCHANGEABLY WITHIN THESE DRAWINGS. CONCRETE/MASONRY SCREWS AS GENERICALLY SPECIFIED WITHIN THESE DRAWINGS SHALL REFER TO ONE OF THE FOLLOWING ACCEPTED MANUFACTURER PRODUCTS: SIMPSON STRONG TIE TITEN TURBO, GENUINE TAPCON, OR HILTI KWIK-CON 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: ROOFTOP CHORD LIVE LOAD =20 PSF (REDUCIBLE) ROOFTOP CHORD DEAD LOAD =7 PSF ROOFTOP 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 ROOF TRUSSES U240 U240 1" FLOOR JOISTS/TRUSS U360 U480 112, 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 GUARDRAIUHANDRAILS 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 L AD. DEFLECTION F ARDRAIL HALL MEET THE CRITERIA SET FORTH BY THE OO GU S 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 BENORMAL WEIGHT, UNLESS INDICATED OTHERWISE. 4. CONCRETE AGGREGATES SHALL CONFORM TO ASTM C33 "SPECIFICATION FOR CONCRETE AGGREGATES" 5. REINFORCING SHALL CONFORM TO ASTM A-615 GRADE 60. 6. REINFORCEMENT SHALL BE FABRICATED AND ERECTED ACCORDING TO THE ACI STANDARDS: "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT', ACI 315 - AND "MANUAL OF ENGINEERING AND PLACING DRAWINGS FOR REINFORCED CONCRETE STRUCTURES", ACI 315R. 7. REINFORCING STEEL AND WELDED WIRE FABRIC SHALL BE PLACED WITH MINIMUM CONCRETE COVER AND TOLERANCES AS FOLLOWS: SLAB -ON -GRADE: WITHIN UPPER 2/3 OF SLAB AND 3/4" MINIMUM COVER AT INTERIOR CONDITIONS; 1-1/2" MINIMUM COVER AT EXTERIOR CONDITIONS CONCRETE (FOUNDATION) AGAINST EARTH: 3" FORMED CONCRETE: 1-1/2" (#5 REBAR OR SMALLER) 2" (#6 REBAR OR LARGER) TOLERANCE. +/- 3/8" 8. REINFORCING STEEL SHALL NOT BE CUT, BENT OR STRAIGHTENED IN THE FIELD UNLESS APPROVED BY THE STRUCTURAL ENGINEER OR AS INDICATED ON THE DRAWINGS. 9. WELDING OF REINFORCING STEEL IS PROHIBITED UNLESS SPECIFICALLY DETAILED. WELDING WHERE DETAILED SHALL CONFORM TO AWS Dl A SPECIFICATION. CONCRETE NOTES (CONTINUED): 10. CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH AS FOLLOWS: FOUNDATIONS & FOUNDATION WALLS: 2500 PSI SLAB -ON -GRADE & CONCRETE BEAMS: 2500 PSI 11. CONTRACTOR SHALL TIE REINFORCING STEEL SECURELY IN PLACE PRIOR TO PLACING CONCRETE AND PROVIDE SUFFICIENT SUPPORTS TO MAINTAIN THEIR POSITION WITHIN SPECIFIED TOLERANCES DURING ALL CONSTRUCTION ACTIVITIES. INSERTING DOWELS INTO WET CONCRETE IS NOT PERMITTED. ANCHOR RODS AND STEEL INSERTS SHALL BE SET BY TEMPLATE TO WITHIN A 1/8" TOLERANCE IN ANY DIRECTION WITH MINIMUM EMBEDMENT AND EXACT PROJECTION INDICATED ON THE DRAWINGS, PRIOR TO PLACING CONCRETE. 12. HOOKED BARS SHALL BE STANDARD 90 DEGREE HOOKS PER ACI UNLESS NOTED OTHERWISE ON THE DRAWINGS. MINIMUM LAP SPLICE SHALL BE CLASS B PER ACI 318. LOCATION OF LAP SPLICES SHALL BE AS INDICATED ON CONSTRUCTION DOCUMENTS. 13.DOWELS INTO FOUNDATION SHALL MATCH SIZE AND SPACING OF VERTICAL REINFORCEMENT AT ALL COLUMNS, PIERS AND WALLS, UNLESS OTHERWISE NOTED. 14. CONTRACTOR SHALL OBTAIN APPROVAL PRIOR TO PLACING OPENINGS OR SLEEVES NOT SHOWN ON THE DRAWINGS, THROUGH ANY STRUCTURAL MEMBER. 15. ONE OF THE FOLLOWING CONCRETE SLAB ON GRADE CRACK CONTROL METHODS SHALL BE USED (CONTRACTOR PREFERENCE): • CONTROL JOINTS: SHALL BE FORMED, SAWED, OR TOOLED TO A 1" MINIMUM DEPTH WITHIN 24 HOURS OF CONCRETE PLACEMENT. MAXIMUM JOINT SPACING FOR UNREINFORCED SLAB IS AS FOLLOWS: 3-1/2" SLAB: 8 FEET O.C. EACH DIRECTION 4" SLAB: 10 FEET O.C. EACH DIRECTION • WELDED WIRE FABRIC (W.W.F.) 6X6-W1.4XW1.4. WELDED WIRE FABRIC SHALL BE FURNISHED IN FLAT SHEETS (ROLLS NOT PERMITTED) AND SHALL CONFORM TO ASTM A-1064 AND HAVE A MINIMUM SIDE AND END LAP OF 8INCHES. • MICRO- OR MACRO- SYNTHETIC FIBER REINFORCEMENT FIBER LENGTHS SHALL BE 1/2" TO 2-1/4" IN LENGTH. DOSAGE AMOUNT SHALL BE FROM 3/4 TO 3.0 POUNDS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116. THE MANUFACTURER/SUPPLIER SHALL PROVIDE CERTIFICATION OF COMPLIANCE WITH ASTM CI 116 WHEN REQUESTED BY THE BUILDING OFFICIAL. 16. CONTROL JOINTS SHALL BE FURNISHED WITH A FULL-LENGTH KEYWAY CENTERED ON MEMBERS. WHERE THE SIZE OF KEY IS NOT SHOWN ON THE DRAWINGS, THE KEY SHALL BE 25% OF THE CROSS-SECTION DIMENSION OF THE MEMBER AND MINIMUM 1-1/2 INCHES INTO THE FIRST POUR OF CONCRETE. 17. PROVIDE POCKETS OR RECESSES IN CONCRETE WORK FOR COLUMNS AND BEAMS AS REQUIRED EVEN IF NOT SHOWN ON THE DRAWINGS. PROVIDE CONCRETE FILL AFTER BEAM ERECTION. 18. CURING OF CONCRETE SURFACES SHALL CONFORM TO ACI 308.1 "STANDARD SPECIFICATION FOR CONCRETE CURING' AND ACI 308R "GUIDE TO CURING CONCRETE". FOUNDATION NOTES: 1. CONTRACTOR SHALL VERIFY ALL CONDITIONS, INCLUDING UNDERGROUND UTILITIES AND FIELD MEASUREMENTS AT JOB SITE AND REPORT ANY DISCREPANCIES TO OWNER'S REPRESENTATIVE. 2. TOP OF SPREAD FOOTING ELEVATIONS NOTED ON PLAN ARE MINIMUM ELEVATIONS. IN ALL CASES FOOTINGS ARE TO BEAR ON UNDISTURBED NATURAL SOILS OR ENGINEERED FILL HAVING A MINIMUM NET ALLOWABLE BEARING CAPACITY OF 2000 PSF. 3. SIDES OF FOUNDATIONS SHALL BE FORMED UNLESS CONDITIONS PERMIT EARTH FORMING. FOUNDATIONS POURED AGAINST THE EARTH REQUIRED THE FOLLOWING PRECAUTIONS: SLOPE SIDES OF EXCAVATIONS AS APPROVED BY GEOTECHNICAL ENGINEER AND CLEAN UP SLOUGHING BEFORE AND DURING CONCRETE PLACEMENT. PROVIDE POLYETHYLENE VAPOR RETARDER COMPLYING WITH GOVERNING BUILDING CODE LISTED ON THIS SHEET AGAINST SOILS WHERE CONCRETE IS TO BE PLACED; LAP ALL EDGES 61NCH (MINIMUM) AND SEAL WITH ADHESIVE. 4. WHEREFOOTING STEPS ARE NECESSARY, THEY HALL BE NO STEEPER THAN ONE VERTICAL TO 00T G S S C S TWO HORIZONTAL U.N.O. 5. FOOTINGS SHALL BE CENTERED UNDER COLUMNS AND WALLS UNLESS SPECIFICALLY DETAILED OTHERWISE ON THE DRAWINGS. 6. NO FOOTINGS OR SLABS SHALL BE PLACED ON OR AGAINST SUB -GRADE CONTAINING FREE WATER, FROST OR ICE. SHOULD WATER OR FROST, HOWEVER SLIGHT, ENTER A FOOTING EXCAVATION AFTER SUB -GRADE APPROVAL, THE SUB -GRADE SHALL BE REINSPECTED BY THE GEOTECHNICAL ENGINEER/ TESTING LABORATORY AFTER REMOVAL OF WATER OR FROST. 7. CONTRACTOR SHALL FURNISH ALL REQUIRED DE -WATERING EQUIPMENT TO MAINTAIN A DRY EXCAVATION UNTIL BACKFILL 15 COMPLETE. 8. A GEOTECHNICAL ENGINEER REGISTERED IN THE STATE OF WORK PERFORMED SHALL INSPECT THE CONDITION AND ASSURE THE ADEQUACY OF ALL SITE PREPARATION, SUBGRADES, FILLS, BACKFILLS BEFORE PLACEMENT OF FOUNDATIONS, FOOTINGS, SLABS AND WALLS. HE SHALL SUBMIT REPORT TO THE ARCHITECT/ENGINEER DESCRIBING HIS INVESTIGATIONS OF ANY NON -CONFORMING WORK. BACKFILLING: 1. DO NOT PLACE BACKFILL AGAINST FOUNDATION WALLS - DESIGNED AS SUPPORTED AT TOP AND BOTTOM - UNTIL BASEMENT LEVEL AND FIRST FLOOR SYSTEM ARE IN PLACE. SHORE AND/OR BRACE WALLS AS REQUIRED IF BACKFILLING OPERATIONS ARE TO BE CARRIED OUT PRIOR TO PLACEMENT OF FLOOR SYSTEM. 2. WHERE BACKFILL IS TO BE PLACED ON BOTH SIDES OF FOUNDATION WALLS, PROVIDE A BALANCED BACKFILL AGAINST FOUNDATION WALLS TO ELIMINATE LATERAL LOAD EFFECTS, OR PROVIDE NECESSARY TEMPORARY LATERAL SUPPORT TO THE TOP OF THE WALL UNTIL PERMANENT SUPPORT IS INSTALLED. 3. BACKFILL MATERIAL SHALL CONSIST OF CLEAN, WELL GRADE GRANULAR SOILS, FREE OF ORGANIC MATERIAL AND BE COMPACTED TO 95% OF MAXIMUM DENSITY, AS DETERMINED BY THE MODIFIED PROCTOR METHOD (ASTM D1557), IN LIFTS NOT EXCEEDING 8INCHES. MASONRY NOTES: 1. CONCRETE MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530, `BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES" AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 530.1, "SPECIFICATIONS FOR MASONRY STRUCTURES." 2. CONCRETE MASONRY SHALL CONFORM TO ASTM C90 AND HAVE A MINIMUM COMPRESSIVE STRENGTH Fm = 1,500 PSI U.O.N. MASONRY SHALL HAVE A TEXTURE SUITABLE FOR STUCCO APPLICATIONS WHERE ARCHITECTURAL DRAWINGS INDICATE STUCCO APPLICATION. 3, CONCRETE MASONRY UNITS SHALL BE LAID IN RUNNING BOND. 4. MORTAR FOR ALL MASONRY SHALL CONFORM TO ASTM C270 WITH MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. MORTAR BELOW GRADE SHALL BE TYPE M. ELSEWHERE MORTAR MAY BE EITHER TYPE M OR S UNLESS SPECIFICALLY INDICATED OTHERWISE. USE EITHER PORTLAND CEMENT/LIME OR MASONRY CEMENT FOR MORTAR. 5, GROUT SHALL CONFORM TO ASTM C476 WITH MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 2,500 PSI. 6. STEEL BAR REINFORCEMENT SHALL CONFORM TO ASTM A615, GRADE 60. 7. VERTICAL ELLS CONTAINING REINFORCING AND ROUT SHALL FORM A CONTINUOUS CAVITY C C 0 G G 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 20" 3" 10" #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 FM. BRACING SHALL BE PROVIDED IN ACCORDANCE WITH OSHA - CONSTRUCTION SAFETY STANDARDS FOR MASONRY WALL BRACING AND NCMA TEK 3-4B - "BRACING CONCRETE MASONRY WALLS DURING CONSTRUCTION." WOOD 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 PS1 CONSTRUCTION AND INDUSTRIAL PLYWOOD." 3. ORIENTED STRAND BOARD (OSB) SHALL CONFORM TO "VOLUNTARY PRODUCT STANDARD PS2 PERFORMANCE STANDARD FOR WOOD -BASED STRUCTURAL -USE PANELS". 4. ALL BEAMS AND HEADERS SHALL BE (2)-PLY U.N.O. 5. WOOD SILL PLATES AND WOOD WALLS SUPPORTED ON CONTINUOUS CONCRETE OR MASONRY SHALL BE ANCHORED WITH 1/2" DIAMETER CAST -IN -PLACE ANCHOR BOLTS WITH 7" EMBEDMENT, 4" (MINIMUM) AND 12" (MAXIMUM) FROM END OF SILL PLATE(S), LOCATED WITHIN THE MIDDLE THIRD OF THE SILL PLATE, WITH NUT AND 3"x3"x0.229" WASHERS AT THE ANCHOR SPACING BELOW: MAXIMUM ANCHOR BOLT SPACING = Z-0" O.C. REFER TO "PRE -APPROVED FIELD REPAIR NOTES" SECTION FOR ALTERNATE ANCHORAGE APPROVALS. FOR OTHER ANCHORS NOT LISTED, SUBMIT TO ENGINEER OR RECORD FOR REVIEW. 6. ALL LUMBER IN CONTACT WITH EARTH, CONCRETE, OR MASONRY - AND WOOD BEAMS POCKETING INTO CONCRETE OR MASONRY WALLS HAVING CLEARANCES LESS THAN 1/2" ON TOP, SIDES, AND END(S) SHALL BE PRESSURE TREATED OR SEPARATED WITH AN IMPERVIOUS MOISTURE BARRIER. 7. STRUCTURAL SAWN LUMBER SHALL BE SPRUCE -PINE -FIR NO.1 /NO.2 OR BETTER U.N.O. WITH BASE DESIGN VALUES: Fe= 875 PSI F� = 425 PSI Fr = 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 Fr= 675 PSI Po= 1450 PSI Fv= 175 PSI E= 1400 KSI WITH THE MOISTURE CONTENT OF THE WOOD IN SERVICE WILL NOT EXCEED 19%. 9. STRUCTURAL COMPOSITE LUMBER SHALL CONFORM TO ASTM D 5456 WITH THE FOLLOWING ALLOWABLE DESIGN STRESSES MICROLLAM LVL PARALLAM PSL (•) TIMBERSTRAND LSL E = 2000 KSI E = 1800 KSI E = 1300 KSI FB = 2600 PSI Fa = 2400 PSI F, = 1700 PSI (*) -'BOOZER BEAM 2.1 E ARE AN ACCEPTED ALTERNATE TO PSL COLUMNS SPECIFIED ON PLANS PROVIDED THE SOOZER BEAM 2.1 E' IS OF EQUAL OR GREATER SECTION DIMENSION TO THE PSL COLUMN AND OF EQUAL OR LESSER HEIGHT 10, FLOOR SHEATHING SHALL BE 23/32 INCH, APA RATED SHEATHING, 48/24 MIN., EXPOSURE 1. INSTALL WITH THE LONG DIMENSION N OR STRENGTH AXIS OF THE PANEL ACROSS SUPPORTS O AND WITH PANEL CONTINUOUS OVER TWO OR MORE SPANS. PANEL EDGES SHALL BE TONGUE -AND -GROOVE. FLOOR OR SHEATHING SHALL BE GLUED AND NAILED TO SUPPORTING G O 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 61NCH O.0 ALONG SUPPORTED PANEL EDGES AND 12 INCH O.0 AT INTERMEDIATE SUPPORTS. 11. FOR INTERIOR WALL HEADERS PROVIDE (1)-2X JACK STUD AND (1)-2X KING STUD U.N.O. ON DRAWINGS. 12, FOR EXTERIOR WALL HEADERS PROVIDE (1)-2x JACK STUD AND (1)-2x KING STUD, MINIMUM, REFER TO CHART BELOW U_N.O ON DRAWINGS: WINDSPEED OF <= 140 EXP, C WALL HEIGHT 8FT 9FT 1OFT STUD SIZE HEADER SPAN (FT) 4 lJ/1K 1J/1K 1J/lK 6 iJ/1K 1J/lK 1J/2K 8 1J/lK 1J/2K 1J/3K 10 lJ/2K 1J/2K 1J/4K 2x4 12 1J/2K 1J/3K 1J/4K 14 1J/2K 1J/4K ENG 16 1J/3K J/4K ENG 18 1J/3K -1 ENG ENG WINDSPEED OF <= 140 EXP. C WALL HEIGHT 8FT 9FT 1OFT STUD SIZE HEADER SPAN (FT) 4 lJ/1K 1J/1K 1J/1K 6 1J/1K 1J/lK 1J/lK 8 1J/1K 1J/1 1J/1K 10 lJ/lK 1J/lK 1J/1K 2x6 12 1J/lK 1J/lK 1J/lK 14 1J/1K 1J/iK 1J/lK 16 1J/lK 1J/1K 1J/lK 18 1J/1K 1J/lK 1J/lK 13. WALLS SHOWN N THE FRAMING PLANS ARE LOAD BEARING WALLS' WALLS NOT SHOWN ON 3 O G STRUCTURAL FRAMING PLANS ARE INTERIOR NON -LOADING BEARING PARTITION WALLS. 14, LOAD BEARING WALLS SHALL BE CONSTRUCTED WITH 2X STUDS AT 16" O.C. MAXIMUM U.N.O. NON -LOAD BEARING PARTITION WALLS SHALL BE CONSTRUCTED WITH 2X OR METAL STUDS (18 PRE-ENGINEERED ROOF TRUSS NOTES: 1. ROOF TRUSS SHOWN ON STRUCTURAL DRAWINGS IN CONCEPTUAL ONLY TO ILLUSTRATE TRUSS -TO WALL CONNECTIONS AND DOES NOT SERVE AS A ROOF TRUSS DESIGN, ROOF TRUSSES SHALL BE DESIGNED AND MANUFACTURED IN CONFORMANCE FOR THE INDICATED LOADS WITH ANSI/TPI 1 "NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION." FINAL PRE-ENGINEERED ROOF TRUSS FRAMING LAYOUT AND DESIGNS TO BE BY ROOF MANUFACTURER'S DELEGATED ENGINEER. 2. ROOF TRUSSES SHALL BE DESIGNED FOR THE SUPERIMPOSED LOADS IDENTIFIED IN THE DESIGN CRITERIA NOTES SECTION. 3. THIS PLAN IS DEVELOPED FROM THE REVIEW OF MASTER TRUSS FILES. ANY LOT THAT DEVIATES FROM THE MASTER TRUSS FILE ON RECORD,OR FOR PLANS FIELDSTONE AE IS NOT CONTRACTED TO PERFORM TRUSS REVIEW ON, THE CONTRACTOR IS RESPONSIBLE TO ASSURE THE DIRECT COMPLIANCE OF TRUSS MANUFACTURER LAYOUT TO THESE DRAWINGS & VERIFY ALL TRUSS CONNECTORS ARE SUFFICIENT TO WITHSTAND THE UPLIF ULATERAL 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-B31N ADDITION TO PERMANENT BRACING SHOWN ON THE TRUSS DESIGN PROVIDED BY THE DELEGATED TRUSS ENGINEER. PRE -APPROVED FIELD REPAIR NOTES: 1. MISPLACED DOWEL REPAIR: THIS NOTE DESCRIBES ALTERNATES TO MITIGATE THE CASTING OF REBAR VERTICAL REINFORCEMENT AT AN INCORRECT LOCATION. IF THE WALL HAS NOT BEEN BUILT: DRILL AND EPDXY #5 REBAR (36" LG.) INTO THE THICKENED EDGE OF SLAB AT THE CORRECT LOCATION. AS WALL IN CONSTRUCTED, LAP REBAR IN ACCORDANCE WITH MASONRY NOTES LAP SCHEDULE, PLACING A HOOKED BAR WITH 12" LAP AT THE TOP OF WALL WITH THE CONTINUOUS REBAR IN THE TIE BEAM/BOND BEAM. COMPLETE GROUTING OF WALL. IF THE WALL HAS ALREADY BEEN BUILT: PRIOR TO GROUT PLACEMENT, OPEN THE WALL AT THE CORRECT LOCATION APPROXIMATELY 16" (H) x 4" (W) AT FLOOR LEVEL. DRILL AND EPDXY #5 REBAR (32" LG.) INTO THE THICKENED EDGE OF SLAB. LAP VERTICAL REINFORCEMENT IN ACCORDANCE WITH MASONRY NOTES LAP SCHEDULE, PLACING A HOOKED BAR WITH 12" LAP AT THE TOP OF WALL WITH THE CONTINUOUS REBAR IN THE TIE BEAM/BOND BEAM. COMPLETE GROUTING OF WALL. 2. MISSING/MISPLACED ANCHOR BOLT: ALTERNATE SILL PLATE ANCHORAGE SOLUTIONS INTO CONCRETE: A 1/2"x6" TITEN HD WITH 1-3/4" MINIMUM EDGE DISTANCE AND 6" MINIMUM END DISTANCE IS A DIRECT 1:1 REPLACEMENT FOR A 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 414" O.C. REPLACES A 1/2' DIAMETER ANCHOR BOLT WITH 7" EMBEDMENT AT 6'-0" O.C.; LIKEWISE A 1/2"x6" TITEN HD WITH 1-3/4" MINIMUM EDGE DISTANCE AND 8" MINIMUM END DISTANCE AT 2'-8" O.C. REPLACES A 112" DIAMETER ANCHOR BOLT WITH 7" EMBEDMENT AT 4'-0" O.C.. 3. SIMPSON MASA SILL ANCHORS MAY BE USED AS AN ALTERNATE TO THE ANCHOR BOLTS AND SPACING NOTED HERE -IN ACCORDING TO THE FOLLOWING TABLE: BASIC WIND SPEED (MPH) MAXIMUM SPACING 140 1'-6" 150 1'-3" NOTES: 1, MASA SPACING BASED ON NO MORE THAN ONE IN THREE INSTALLED WITH ONE LEG INSTALLED VERTICALLY ATTACHED TO STUD 4. MISSING/MISPLACED TRUSS STRAP ANCHOR: REFER TO "MISSED TRUSS STRAP REPAIR" DETAIL WITHIN DRAWINGS. FOR MISLOCATED TRUSS ANCHORS WHICH ARE GREATER THAN 1/8" BUT LESS THAN 1-1/2" FROM THE FACE OF THE TRUSS, A SHIM SHALL BE PROVIDED AND NAIL LENGTH INCREASED TO PENETRATE THROUGH BOTH PLYS OF MATERIAL (I.E. 3" LG. NAILS). WHEN GAP IS GREATER THAN 1-1/2", INSTALL NEW ANCHORS. 5. MASONRY WALL OVERHANGING SLAB BLOCK OVERHANG REPAIR < 5/8" NO REPAIR REQ'D 5/8" < OVERHANG < 1-1/2" GROUT SOLID BOTTOM 3 COURSES OF AFFECTED WALL LENGTH > 1-1/2" CONTACT ENGINEER OF RECORD FOR REPAIR 6. NOTCHED TOP PLATES & STUDS REQUIRING REPAIR AT STUDS: STRUCTURAL REPAIR IS REQUIRED AT STUDS WHEN A STUD IS NOTCHED TO A DEPTH GREATER THAN 25% OF THE WIDTH IN BEARING WALLS, OR 40% IN NON -LOAD BEARING WALLS; OR WHEN A HOLE IS DRILLED/BORED TO A DIAMETER EXCEEDING 40% OF THE STUD WIDTH IN BEARING WALLS, OR 60%OF THE STUD WIDTH IN NON -BEARING WALLS. IF THE MAXIMUM HOLE/NOTCH SPECIFICATIONS ARE EXCEEDED THEN A STUD SHOE MUST BE INSTALLED. STUD SHOE REPAIRS AREAS FOLLOWS: FOR 2X STUD USE HSS2-SDS1.5 WITH (12)-1/4"X1-1/2" SIDS SCREWS. FOR MULTI -PLY 2X STUDS USE HSS2-"#"-SDS3 WITH (12)-1/4"X3" SDS 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 R REMOVED FOR PIPING EXCEPT WHEN THE SIDE OF THE WALL WITH THENOTCH O CUT I S COVERED BY WOOD STRUCTURAL PANEL SHEATHING), OR THE PLATES ARE CUT THROUGH. THE REQUIRED REPAIR IS A GALVANIZED 16-GAUGE METAL TIE THAT IS AT LEAST 1-1/2, WIDE AND MUST BE FASTENED WITH (8)-16D NAILS ON EACH SIDE OF THE OPENING. GA. MIN.) @ 24" O.C. MAXIMUM. 15. STUD COLUMNS UNDER LOAD BEARING POINTS OF GIRDERS/BEAMS SHALL MATCH THE GIRDER/BEAM PLY COUNT WITHIN 112" TOLERANCE (2-PLY STUD COLUMN MINIMUM). SOLID BLOCK ALL GIRDER/BEAMS THRU FLOOR SYSTEMS AND TO THE FOUNDATION. 16. WHEN NOT SHOWN ON DRAWINGS OR DETAILS, THE NAILING SCHEDULE FOR WOOD FRAMING ELEMENTS SHALL COMPLY WITH THE IRC TABLE R602.3(1). O 17, FLOOR SYSTEMS ARE DESIGNED BY THE TRUSS AND/OR WOOD I- JOIST MANUFACTURER'S O O Fieldstone DELEGATED ENGINEER AND BE IN CONFORMANCE WITH THE LOADS & DEFLECTIONS IDENTIFIED O IN THE DESIGN CRITERIA NOTESSECTION. INSTALL PER MANUFACTURER'S RECOMMENDATIONS NOTES, AND DETAILS. FLOOR FRAMING CONCEPT LAYOUTS SHOWN WITHIN THE DRAWINGS ARE C.O.A.# ARCH ITECURE: FOR ILLUSTRATIVE PURPOSES ONLY TO DEPICT FLOOR SYSTEM -TO -WALL CONNECTIONS. CHANGES TO THE CONCEPTUAL FLOOR LAYOUT SHOWN IS NOT PERMITTED WITHOUT A LETTER AA26002802 AND REVIEW FROM THE ENGINEER OF RECORD. PREFABRICATED WOOD I -JOIST SHALL CONFORM TO ASTM D 5055. C.O.E.# ENGINEERING: JURISDICTION SPECIFIC NOTES: 29349 1. FOR PARTIALLY ENCLOSED AREAS, INCLUDING BUT NOT LIMITED TO LANAIS, PORCHES, AND O 1 BRAH EM ELAYEB, PE BALCONIES A 1/2" (MINIMUM) EXTERIOR GRADE SOFFIT BOARD WITH A CEMENTITIOUS P.E.# KNOCKDOWN FINISH IS ACCEPTABLE PROVIDED THAT IT IS PAINTED MEETING THE 91476 REQUIREFFIT THEIU RESISTANCE. THECOMPLIAONCE OF ASTM C932 TOER ■ BENJAMIN NIESE, PE ER SPECIFICATIONS TO BE NWATER MANUF CTGIVE PRODUCT SHALL SHALL BE ATTACHED PENTS WITH R703.1. P.E.# 86025 2, THE SOFFIT DESIGN PRESSURE IS AS NOTED IN THESE DOCUMENTS. WITH KAYCAN VINYL SOFFIT INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REOUIRMENTS AND ICC-ES EVALUATION 06/21 /2024. REPORT ESR-1495 THE SOFFIT WILL COMPLY WITH R703.1, DATE ol i 0 STATE OF 1101 SiS��NAL `f�\C� IIIII 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 C) N O zm r� Vi Oa U W a - CJ a C M q Oa v) � oa M N SWAT 0`• •' ID ti li •�'L DRAWN BY F FAE VERSION: 5.0 SHEET NAME COVER SHEET SHEET # SO.1-140 CMU COL. CMU COL.-X 8" CMU, VERT. PER PLAN PER PLAN REINF. PERPLAN ti CMU COL. 9" STARTER _ - w VERT. REINF. VERT. REINF. PER PLAN COURSE a PER PLAN PAVERS PER PLAN VERT. REINF. ALT. CMU SEAT 0-0 > SLOPE 0'-0" SLOPE FINISH GRADE PER PLAN �� �• @ 1 1/2" FROM .- TOP OF SLAB Z - w z - CONCRETE o a CONCRETE o CONCRETE b O w o Z FINISH GRADE FOOTING a > FOOTING FOOTING m¢ q¢ PER PLAN- c0 PER PLAN -!" '' m PER PLAN m . •...'ice., i c7 1' 0" PER PLAN PER PLAN ' MONOLITHIC FND. w! �, PERP 2 STORY (2)-#4 CONT. 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DOOR THRESHOLD w DOOR THRESHOLD GROUT BED (THICKNESS VARIES) w a a a PAVERS PER SPEC. - D'-0" SLOPE _ SLOPE (THICKNESS VARIES) -: " ` 0'-0" III .,......BRICKSLOPE I L"r 1_�I r6.THRESHOLD ENTRY CONCRETE � ENTRY@PAVERS 1 q SLIDING GLASS DOOR 2 STORY 2STORY ALT. FLUSH BRICK 2 STORY IIOR DOOR SILLS THRESHOLD 2/28/2022 FMG-070 i WALL & FTG 2x FRAME WALL w/ P.T. ANCHOR BOLTS OR STRAPS, SILL PLATE, PER PLAN SEE GENERAL NOTES, U.N.O. STEP PER PLAN S«�OPE Ji o .1L , (2)-#4 CONT. ON CHAIRS (3)-#4 AT 2 STORY" 2 STORY #5 ALLOWED ILO #4 THICKENED SLAB @ GARAGE (BEARING) 11/01/2023 NOT TO SCALE FMG-090 ¢ WALL & PER PLAN. POST BASE CONNECTOR SCHEDULE ALTERNATE TO pTG EXPANSION CE BASIC WIND SPEED CORNER SPLICE: CORNER BAR./ LAP ANCHOR 4" MIN POST PER PIAN SPLICE EA. SIDE. SAME ANCHOR BOLTS OR STRAPS, 2x FRAME WALL w/ P.T. PER GEN NOTES PROVIDE CONT. STEEL EPDXY ANCHOR: POST BASE, SIZE PER SIZE AS CONT. FTG. STEEL SEE GENERAL NOTES, U.N.O. SILL PLATE, PER PLAN POST REINF. BARS BENT AT 1 -3/4" MIN CHART U.N.O. PER PLAN < 140 MPH >140 MPH CONC SLAB PER PLAN CONC. SLAB SIZE wORTHE LATENT ONERS TO F TPLY HE FINISH GRADE SLOPE 4x4 ABW44Z ABU44Z PER PLAN 6x6 ABW66Z ABU66Z BUILDING CODE _ _ x ,� f �' NUMBER OF CORNER a> REFER TO DETAIL FOR MINIMUM EDGE DISTANCES IN BARS EQUALS NUMBER L J 1 w w o ANCHOR TYPE SELECTION OF CONT. BAPS w 1 1 p STD. SLAB BEYOND . TYPE'ABWn POST BASES USE 1/2"X3-3/4" EXPANSION (2) #4 CONT. O a z f .` FTG & REINF ANCHOR OR 1/2" ATR DRILL & EPDXY W/ 3" MIN EMBED NUMBER OF ON CHAIRS- ¢ POSTIFTG LOCATION PER PLAN 7YPE'ABU' POST BASES USE 1/2"XS-1/2" EXPANSION VERTICAL _LA SPLICE REBAR PER PLAN "#5 ALLOWED ILO #4 ANCHOR OR 5/8" ATR DRILL & EPDXY W/ 8" MIN EMBED DOWEL AS pER PLAN #5 ALLOWED ILO #4 REQ'D IN PLAN %;1THICIENED SLAG @ INT. WALL (BEARING) 11ro,/2o23 POSTIFfG @ POI11/01/2021 F12 REINFORCEMENT @ FTG. CORNERS 11/01/2023 NOT TO SCALE FMG-100 �/ FM;_ FGG-120 8" CMU, VERT. REINF, PER PLAN EXTERIOR FINISH (PER ELEV.) CONC SLAB PER PLAN PENETRATING FINISH FLOOR FINISH GRADE PIPE LOOP TIE AS _ REQUIRED PENETRATING PIPE" PVC SLEEVE - PVC SIDE VIEW MONOLITHIC SLEEVE"' FND. PER PLAN FRONT VIEW MONOLITHIC "VERIFY LOCATION IN FIELD FND. PER PLAN 8"NG PENETRATION - CMU 11' 2021 FMM-130 (1) #4 REINFORCMENT SEE FOUNDATION PLAN 9 1/4" BAR CONT., TYP. Z SEE FOUNDATION PLAN L FORM SLAB d SHOWERL CATON w a LONGITUDINAL TRANSVERSE w RECESS IN SLAB @ SHOWER 2/28/2022 ��e M FMM-260 ORO Fieldstone C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERINQ'---- 29349 O IBRAHEM ELAYEB, PE P.E.# 91476 ■ BENJAMIN NIESE, PE P.E.# 86025 06/21 /2024 DATE �\ GE . No. 86 Q ST FLORIOQ: •' ��� �NAL �?� 111 Michigan 3400 Auburn Rd Suite 200 Auburn Hills, MI 48326 + 1 248.622.4035 Florida 12906 Tampa Oaks Blvd. Suite 150 Tampa, Fl- 33637 +1 813,466.3310 www.fieldstoneae.com C) N r F1 zWQ U] U W ¢ LI.. W ¢ o z M Q LWL 1' .a .a �x x 0. M N O 7 L J DRAWN BY: FNEE] VERSION: 5.0 SHEET NAME FOUNDATION DETAILS SHEET # S 1.0 1 12'-0" 2•-6" 101-01 (FACV1 yyp 24'X24'X12" CONC. FTG. W/ #4 BARS @ 12" O.C. EA. WAY FtJC \ Al FIi o R1 _ S1D 81A e y S1p @ OPT. @ OPT. @ OPT. (SCREEN SCREEN SCREEN 4•1" 2'-2'• 3'-10" 3'-10" I I -8" 2'-2" 3'-8" 3'-10" 1'-8" 2-10" VERIFY MO VERIFY MO c VERIFY VERIFY MO ■ ■ ■ 11 181In MO lei■ ■ ■ —:— — ■ SID — — — — — --- SI.O ■ SID ■ ■ F10 SID RX — — — — SIA ■ fl0 ■ S D S1A — — — ----------------------------- ----------------------- ------ — — ---------- — — ------------------i------------------ ---- F— _ I I I ■ I I I I I I I ■ 11.. rFM 31A I'I III I ' ¢ OF VAR( S � I ■ SA ■ w o O ¢ rL m N O ¢ I N ■ ¢ 24"X24"X12" CONC. FTG. W/ #4 BARS @ 12" O.C. EA. WAY O r N I ■ WS t FIR fll - '- I S1D SIA ¢ J O N■■■■ VERIFY — ■101 lei■ ■■ •-0" VERIFY MO " 16' 8" " " MO 4'-0•' i'-4" VERIFY MO VERIFY 3'-10, 3'-10" MO ■� o a w a0 �■ 24"X24"X12" CONC. FTG. W/ #4 BARS @ 12" O.C. EA. WAY ._0. FWC SID-0. 19 8• 154, 3510, FOUNDATION PLAN - ELEV. "I" SCALE: 1/4"=1'-0" NOTES: 1. 3 112" CONCRETE SLAB ON GRADE OVER VAPOR BARRIER 2. REFERENCE FINISHED FLOOR ELEVATION = V-0" 3. REFER TO DWG S0.1 FOR GENERAL STRUCTURAL NOTES 2 ODO Fieldstone �pMl C.O.A.# ARCHITECURE: AA26002802 i C.O.E.# ENGINEERI No. 86 29349 - = 0 IBRAHEM ELAYEB, PE ; P.E.# 91476 ■ BENJAMIN NIESE, PE % O '• S of �� P.E.# 86025 �i ' !C�ORIOP •'' ��� 06/21 /2024 ��ONAt. DATE III 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 C) N o w � z� zWQ� Cn C2 C//�� {1 a —o� W w FLI u v x L1, M N F- DRAWN BY: FAE VERSION: 5A SHEET NAME FOUNDATION PLAN - SLAB SHEET # S1.1 I BF16 OB... CONTINUOUS LINTEL OVER MASONRY COLUMN. DRILL 3" HOLE IN BASE OF LINTEL 8 m EXTEND REBAR THROUGH 0 II BF16-DB/1T w/ LINTEL RECESS BF32-OB/1T BF16-OB/1T 25 SH 25 SH 2868 DOOR 25 SH rnt &z 1 W11 Stz I 0 2x6 STUDS Op LINE OF SECOND FLOOR ABOVE ■ ■ 4SC CONTINUOUS LINTEL OVER 1 MASONRY COLUMN. DRILL 3" HOLE IN BASE OF LINTEL & EXTEND REBAR THROUGH I I 3SC - - - - - - - - -- - r I - ■ I I ■ 8F34-18/1T w/ LINTEL RECESS BFI6-OBryT 8F16-B/1T 16070 OHGD 3080 DOOR 25 SH END 25 SH LL 8F76-18/1T 0. . ■� .. FIRST FLOOR WALL/HEADER PLAN - ELEV. "I" SCALE: 1/4•=1'-0• NOTES: 1. REFER TO DWG $0.1 FOR GENERAL STRUCTURAL NOTES ORO Fieldstone 11 1► N ,, C.O.A.# ARCHITECURE: AA26002802 ' C.O.E.# ENGINEERIN . No. 8602 29349- 13 IBRAHEM ELAYEB, PE 00 P.E.# 91476 {V ■ BENJAMIN NIESE, PE P.E.# 86025 ��� ORIDQ • ' ��� 06/21/2024 /ONAL 0?��` DATE 1111110 Michigan 3400 Auburn Rd Suite 200 Auburn Hills, MI 48326 +1 248.622.4035 Florida 12906 Tampa Oaks Blvd. Suite 150 Tampa, Fl- 33637 +1 813.466.3310 www.fieldstoneae.com z� z z ' W —QC, W a¢ Q r71 � t` m O/ W F- L DRAWN BY: FAE VERSION: 5.0 SHEET NAME WALL/HEADER PLAN SHEET # S2.1 I J (2) 2x4 (2) 2x4 3050 SH 3050 SH (2)-2x4 WALL (2) 2x4 3050 SH ;S16 HORIZONTAL STRAP CONT. ABOVE & BELOW OPENINGS PER SW6/S4.2 (2)LSTA12 FROM BASE - OF (2) 2x COLUMN TO GIRDER BELOW - MSTCM40 FROM KING MSTCM40 FROM KING STUD ACCROSS FLOOR STUD ACCROSS FLOOR TO CMU WALL BELOW TO CMU WALL BELOW 3050 SH END 2SC SIY S sus 0� 2SC 2SC CS16 HORIZONTAL STRAP CONT. ABOVE & BELOW OPENINGS PER SW6/S4,2 (2) 2x4 3050 SH �— (2)LSTA12 FROM BASE OF (2) 2x COLUMN TO (2) 2x4 (2) 2x4 GIRDER BELOW 3050 SH 3050 SH SECOND FLOOR WALL/HEADER PLAN - ELEV. IT' SCALE: 1/4-=V' I i 000 Fieldstone J O C.O.A.# ARCHITECURE:. `�� ,• F DRAWN BY: FAE AA26002802 . C.O.E.# ENGINEE No. VERSION: 5.0 29349 - * ' SHEET NAME 13 IBRAHEM ELAYEB, P€- - SECOND FLOOR P.E.# 91476 . HEADER PLAN ■ BENJAMIN NIESE, PE �0 STATE OF �-/ - SHEET P.E.# 86025 �i LORIOQ • ���� , 06/21 /2024 '�ss� NAL S2m21 DATE ����� S49 (pp PLUMBING DROPS (TYPICAL) (2)HETA16 (3) 1 3l4"x16" LVL w/(12)16d 1—r_i.—... n .. 70LUMN, D72Z W/ (8) 1/4"xt 1/2" SDS SCREWS TO BASE OF COLUMN & 1/2" ATR TO FOUNDATION. DRILL & EPDXY w/ MIN. 8" EMBED. (3) 2x4 BUILT UP COLUMN Z I OR GIRDER PER MANUF. � I 2) MTS16 TO (4)2x4 BUILT UP COLUMN, DTT2Z W/ (8) 1/4'xt 1/2" SDS SCREWS TO BASE OF COLUMN & 1 /2" ATR TO FONDATION w/ SET3G EPDXY, MIN 8" EMBED. FLOOR/LOW ROOF FRAMING PLAN ELEV. "I" SCALE: 1/4 - V-Y NOTES: 1. REFER TO DWG SO.1 FOR GENERAL STRUCTURAL NOTES 2. REFER TO DETAILS ON DWG S4.1 FOR ROOF SHEATHING REQUIREMENTS (2)HTS16 TO (2)2x4 BU COLUMN. DTT2Z @ BA COLUMN w/ (8) 1/4"x1-11; & 1/2" ATR ACROSS FL( SET-30 EPDXIED TOT' CMU WALL, MIN. 1Z EI SEE R( (2)MTS16 TO (2)2x4 BU COLUMN. DTT2Z @ BA COLUMN w/ (8) 1/4"x1-1/, & 1/2" ATR ACROSS FLI SET-30 EPDXIED TO T CMU WALL, MIN. 12" E SEE RI TRUSS NOTES - = v UNLESS OTHERWISE NOTED ON PLANS: 1. ALLTRUSS STRAPS TO MASONRY ARE T BE META16. 2. ALLTRUSS STRAPS TO WOOD TO BE m - . SIMPSON H10A. WHEN INSTALLED ON EXTERIOR WALLS SHALL BE CONNECTEDy - - - THROUGH EXTERIOR SHEATHING. (2) H2.5A TO BE USED TO MULTI -PLY TRUSS, (1) EACH SIDE./8d NAILS MIN. SIMPSON H2.5A MAYBE USED ON JACK TRUSSES ON THE EXTERIOR OF THE WALL w/Sd MI ©_--6 o 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) SDWC15600 SCREW FROM TOP PLATES TO JACK TRUSSES 4. FOR DBL TWIST STRAP TRUSS , , CONNECTIONS(LTS/MTS/HTS) REFERT DETAIL R60 FOR INSTALLATION Michigan CONFIGURATIONS. 3400 Auburn Rd Suite 200 Auburn Hills, MI 48326 DISCLAIMER +1248.622.4035 Florida FOR PLANS FIELDSTONE AE IS NOT CONTRACTED TO PERFORM TRUSS REVIEW 12906 Tam a Oaks Blvd. P ON, THE CONTRACTOR IS RESPONSIBLE TO Suite 150 ASSURE THE DIRECT COMPLIANCE OF TRUE Tampa, FL 33637 MANUFACTURER LAYOUTTO THESE +1 813.466.3310 i16 TO(2)2x4 BUILT UP DRAWI NGS & VERIFY ALL TRUSS AN. DTT2Z @ BASE OF CONNECTORS ARE SUFFICIENT TO N w/ (8) 1/4"x1-1/2" SOS WITHSTAND THE UPLIFT/LATERAL LOADS WWW.fieldstoneae.com ATR ACROSS FLOOR & IMPOSED. G EPDXIED TO TOP WALL, MIN. 12" EMBED.D. IF ANY TRUSS CONNECTOR SHOWN IN THE SEE R60/94.1 DRAWINGS CAPACITY HAS BEEN EXCEEDED THE TRUSS MANUFACTURER SHALL NOTIFY THE ENGINEER OF RECORD IMMEDIATELY 316 TO (2)20 BUILT UP MN. DTT2Z @ BASE OF N w/ (8) 1/4''xl-1/2" SDS ATR ACROSS FLOOR & G EPDXIED TO TOP OF WALL, MIN. 12" EMBED. SEE R60/S4.1 ROOF FRAMING PLAN ELEV. "I" SCALE'. 1/4'=1'-0" NOTES: 1. REFER TO DWG SO.1 FOR GENERAL STRUCTURAL NOTES 2. REFER TO DETAILS ON DWG S4.1 FOR ROOF SHEATHING REQUIREMENTS �p"' ► ► ,,�� 000 Fieldstone`��,�� O /�' C.O.A.# ARCHITECURE: E AA26002802 C.O.E.# ENGINEERIN No. 860 29349 _� O IBRAHEM ELAYEB, PE _ P.E.# 91476 % '• E OF ■ BENJAMIN NIESE, PE O P.E.# 86025 �i�� ' F40RIC • ' ���`� ,//SSI�NAL 06/21/2024 DATE `�•?�`` - - ---i T- - - N z V1 U W w M a A w x W o m N C� O L�L L� DRAWN BY: I FAE VERSION: 5.0 SHEET NAME ROOF & FLOOR FRAMING PLAN SHEET # S3.1 I STRUCTURAL SHEATHING, SEE PLAN AND DETAILS FOR ATTACHMENT 11/2 PRE-ENGINEERED WOOD TRUSSES AT 24" O.C. MAX. -OR- 2x ATTACHED TO TRUSS BLOCKING AT 2x RIBBON BOARD SHEATHING EDGES w/ (3) w/ (3) 1Od NAILS, 24" Bel NAILS INTO TRUSS O.C. CENTER MAX. CONTINUOUS SPACING STRUCTURAL SHEATHING CONTINUOUS STRUCTURAL NAIL PER TYPICAL SHEATHING NAIL PER SHEATHING DETAIL TYPICAL SHEATHING DETAIL TYPICAL TRUSS TYPICAL TRUSS ANCHOR PER PLAN DETAIL AT TRUSS HEEL > 91/4" 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 r•�• PER PLAN DETAIL AT TVPICAL TRUSS w/ HEEL < 91/4" ROOF TRUSS MASONRY 11/01/2023 nt i NOT TO ­­SC-1 CALE RWM-010 2X4 BLOCKING AT 2'-0" STRUCTURAL SHEATHING, O.C_ w/ (2) 12d TOENAILS (SEE PLAN FOR /( END TO NAILS ATTACHMENT) PRE-ENGINEERED BOND BEAM PER TRUSSES AT 24" O.C. PLAN AND SCHEDULE SHEATHING PER PLAN 8" CMU WALL, SEE - PLAN FOR VERT. REINF. ME116 AT BLOCKING FWALL BRACING @ NON-BRG, UT. WALL(NONSHEAR) 11/01/2023 ZO TO SCALE RWM-070 STRUCTURAL SHEATHING PER PLAN PRE-ENGINEERED TRUSSES AT 24" O.C. TRUSS STRAP PER PLAN ••• EXTERIOR '� INTERIOR' F 8" CMU WALL, SHEATHING PER PLAN �-� SEE PLAN FOR VERT. REINF. CRCBRACING @ PERPENDICULARBRG. WALL (NONSHEM) 11/01/2023 o .�owro NOT TO SCALE RWM-080 NOTE: REFER TO ARCHITECTURAL DRAWINGS STRUCTURAL SHEATHING AND/OR TRUSS MANUFACTURER SEE PLAN AND DETAILS DRAWINGS FOR SPECIFIC TRUSS FOR ATTACHMENT PROFILE INFORMATION. (i.e. HEEL HEIGHTS, SLOPE, OVERHANGS) PRE-ENGINEERED WOOD TRUSSES = AT 24" O.C. MAX. -OR- 2x BLOCKING AT 2x RIBBON BOARD SHEATHING EDGES w/ (3) 8d ATTACHED TO TRUSS w/ NAILS INTO TRUSS (3) 1Od NAILS, 24" O.C. CONTINUOUS STRUCTURAL CENTER MAX. SPACING SHEATHING NAIL PER CONTINUOUS STRUCTURAL 22 112` ftPER USS OR 1� -3 OPTI L TER WC156DO OVERHANGRHANGPER PLAN PLAN SINGLE SIDING: 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 4`.14<111� 4`-14` INTO TRUSS/RAFTER INTO TRUSS/RAFTER PER PLAN \ II I DETAIL AT TRUSS HEEL > 9 1/4" STRUCTURAL SHEATHING, TRUSS OR SEE PLAN AND DETAILS FOR RAFTER TRUSS OR RAFTER TRUSS OR RAFTER ATTACHMENT PRE-ENGINEERED WOOD 9� 1/4^ (2) SDWC15600 (2) SDWC15600 (2) SDWC�RHAI TRUSSES AT 24" O.C. MAX. TRUSS ANCHOR PER PLAN m ® m m m FRAMING PER PLAN 3^ OVERHANG OVERHANG OVEG FASCIA, (SEE ARCH DWGS) CONTINUOUS STRUCTURAL +/- 1/4" PER PLAN PER PLAN PEN Nwa DETAILAT TYPICALTRUSSwHEL<C81/4HEATHING DETAIL 314 20`-2 20`-25` CONFIGURATION.A (TRUSS OFFSET NFROM STUIDD) DOUB INSTTALLE`D TTHNRIOUGHf SHEATHISHEAHPER lo` 3/4"-11/4" 3/4"-11/4" 1/2"-1" 1/2"-1" 1/2"-7/8"1/2'19 1]igil RATION D i/` (TRUSS ALIGNED WITH STUD) INSTALL THROUGH TOP PLATE INTO TRUSS/RAFTER INTO TOP PLATE 22112` 221/2` INSTALL THROUGH TOP TRUSS/RAFTER fo OPTIMAL OPTIMAL PLATE INTO TRUSS/RAFTER S ROOF TRUSS ON FRAMING 11/01/21123 Ro3 TRUSSIRAFTER TO DOUBLE TOP PLATE SCREW CONNECTIONS 11/01/2023 RIAW-020 RV; 030 CONTINUOUS CONT. 2X4 (MIN) STRUCTURAL STRUCTURAL (2) 1 Od NAILS SHEATHING PER PLAN SHEATHING, SEE PLAN FOR 2X4 OUTRIGGER AT 24" O.C. REO'D AT ATTACHMENT - OVERHANGS GREATER THAN I5". 1 Od TOENAILS @ ATTACH TO GABLE DROPPED TOP CHORD OUTRIGGER TO B" O.C. TRUSS TO (2) A35 @ EA. w/ TYP TRUSS CONNECTOR PER PLAN TRUSS w/ (3)1Od TOP PLATE HORIZONTAL BRACE, ONE EA. SIDE STRUCTURAL TOENAILS WALL FRAMING ALONG TOP PLATE DROPPED TOP GABLE w/ OUTRIGGERS PER PLAN SHEATHING PER PLAN WOOD 2X4 BLOCKING @ CONT. 2X4 (MIN.) w/ REO'D AT 170 MPH OR GREATER EDGE NAILING SHEATHING EDGE (2) 1 Od NAILS IN LIEU OF BLOCKING AND .1 (2) 1Od @ EA. NAILING SHOWN END TO ADJACENT 2X4 LADDER FRAMING AT EDGE NAIL WITHIN THE GABLE, SHOWN IT IS TRUSS WEB 24" O.C. REDD AT BLOCKING AS REQUIRED ACCEPTABLE TO USE (OR BOTTOM OVERHANGS UP TO 15". FOR BRACING BY TRUSS "EDGE NAIL SPACING TO CHORD NAILING ATTACH TO TRUSS TOP MANUFACTURER. AS SHOWN) CHORD w/ j2) 16d NAILS PERMANENT TRUSS BOTTOM CHORD OF TRUSS AT 16" O.C. ( BRACING PER TRUSS TO TRANSFER LOAD. 2X4 BLOCKING @ SEE REQUIRED MANUFACTURER @ 10'-0" GABLE TRUSS w/ TOE -NAIL J SHEATHING EDGE w/ VERTICAL WEBS AS BRACING PER TRUSS MAX. SPACING. EDGE NAILING (2) 10d @ EA. END MANUFACTURER (1) ADDITIONAL FLAT 2X4 NOTED IN THE WITH BLOCKING SHEATHING TO ADJACENT STUD FRAMING SHEET q-q q q (i.e. BSCI REQ'MTS) SPLICED SHEATHING TRUSS NOTES EXTENDING A MIN. OF (3) TRUSS BAYS PLACED BETWEEN PERMANENT (3) 1Od NAILS @ (3) 10d NAILS @ TRUSS BRACING EA. TRUSS CHORD EA. TRUSS CHORD NAIL BOTTOM CHORD PROVIDE 2X8 PT PLATE w/ 1/2"' DIA. x 10" (RESULTING IN BRACING) MAX. OF GABLE TRUSS wl ANCHOR BOLTS @ N-O" O.C. MAX w/ 3"x3„ OVERALL BRACING) 12d'e AT 4" O.C. PL WASHERS AND 7" EMBED. NOTCH HORIZONTAL 2x MASONRY HORIZONTAL 2x BLOCKING OVER PLATE. BLOCKING BETWEEN IM A. A35°' MASONRY WALL, BOND BEAM, LINTEL BEAM, FIRST 3 BAYS OF SEE PLAN FOR OR RAKED BEAM PER PLAN. FOR RAKED MASONRY) TO Al(WOOD) A -A ASONRI� ATTACHMENT OF ALLBEAM @ PERMANENT BRACING �� STRUCTURAL SHEATHING. AND DETAIL. CONDITION, SEE PLAN w/ 1 Od @ 4" O.C. Ros GABLE END TRUSS BRACING DETAIL 11/01/2023 CONT. 2X4 w/ (2) TYP TRUSS RWM-090 12d NAILS CONNECTOR PER PLAN VALLEY SET TRUSSES @ 24" O.C. VALLEY SET MIN. 9" LONG 20 TRUSSES @ GA. FLAT STRAP 24" O.C. w/(BIT 6d 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 TRUSS BELOW OR VALLEY SET TRUSSES @ 24" O.C. SHEATHING PER PLAN 2X4 PURLIN @ EA. VALLEY � TRUSS, NAIL TO COMMON . TRUSS w/ (3) 16d GUN NAILS •• ze BOTTOM CHORD OF VALLEY TRUSS NAILED TO PURLIN w/ aI Od GUN NAIL @ B" O.C. Ros TRUSS VALLEY SET OVER FRAME „/o1/zoz3 NOT TO SCALE RWG-060 STRUCTURAL TYP TRUSS SHEATHING PER PLAN 2X4 LADDER FRAMING AT 24" 2X4 BLOCKING AT DIAGONALS ONLY. ATTACH AT EA. END w/ CONNECTOR O.C. REQ'D AT OVERHANGS (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING AT 6" O.C. CONT. 2X4 w/ (2) PER PLAN GREATER THAN 12", ATTACH TO w/ MIN. 8d NAILS. BLOCK4 BAYS BACK FROM GABLE TRUSS. 12d NAILS TRUSS TOP CHORD w/ (2) 16d WHEN SECOND BRACE IS REQUIRED, NAILS AT 24" O.C. NAIL TO OPPOSITE SIDE OF BLOCKING. SEE REQUIRED 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'd" USE (2) 2X4 "L" BACKS (i EA. SIDE) (OR FRAME PER CASE 3 BELOW). 3. AT VERTICALS OVER 8'-4" TO 13'-0" USE ONE 2X4 "L" RACK ALT. OUTLOOK ER FRAMING AND AN ADDITIONAL DIAGONAL BRACE IS REQUIRED AT THE (PI AT 170MPH OR GREATER) PEAK AND AT EVERY OTHER VERTICAL MEMBER IN THIS 3 RANGE. ATTACH THE DIAGONAL AT MID. HEIGHT AND TO THE CONT. 2X4 w/ (2) 12d NAILS BLOCKING BELOW THE ROOF SHEATHING w/ (5) 12tl's AT EA. END. IN ADDITION TO THE SECOND DIAGONAL, A STRUCTURAL SHEATHING SEE PLAN FOR STRONGBACK IS ALSO REQUIRED AT THESE VERTICALS AND PRE-ENGINEERED WOOD ATTACHMENT OF MUST BE ATTACHED TO EA. "L" BACK WITH 2 12d'e AND ONE ( ) TRUSS-0" O.C. MAX. ES AT 2' ALL STRUCTURAL SIMPSON HS OR ONE USP PITS CONNECTOR. SHEATHING FASCIA SIDE NAIL ALL U' BACKS AND STRONGBACKS w/ 12crt AT 6" (SEE ARCH. DWG.) 2x SHTG. O.C. NOTCH "L" BACKS AT TOP AND BOTTOM. BLOCKING PRE -EN GINEEREDWOOD TRUSS ANCHOR TRUSSES AT 2'-D" O.C. MAX. PER PLAN 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 R1 o RWM-100 / Islentl-P 1V/ /� Encin _ _.. - - _.. STRUCTURAL sosESNmuss SHEATHING PER PLAN ,% ALT. OUTLOOKER FRAMING cor�sEoTOEssEo rvs,i sTAu 1E LacAr r HCAM, a I.vaM-ar.^wu 1— X -10% 3 X -10% X -1D% SEE REQUIRED Sao-,sr+++-ursos scAE�wsB orauss HOUSE WIDTH ( HOUSE WIDTH �,X, HOUSE WIDTH 3 BRACING PER TRUSS (REO'D AT 170MPH OR GREATER) a FEcrEOM TaussEs --A` MANUFACTURER _ STRUCTURAL x ' CONT. 2x FASCIA PER SHEATHING PER PLAN 2X BLOCKING .raicaE cmu wur_ LE 3 �t 2 / ARCHSE-EN IN NAILS THREE TRUSS BAYS BLACK Misseo Eocrnor+ 2 PRE-ENGINEERED 2X4 PULIN @ a�vaaovEo Eouu1nioR WOOD TRUSSES AT FROM GABLE END 4LEY X STRUCTURAL SHEATHING`/Z-0" O.C.MAX. . NAIL TO \ O BOTTOM CORD OF VALLET ONOexP2x BLOCKING TOENAILED,RIDGE RIDGE RIDGE 3TRUSS BAYS BACK TRUSS NAILED W/(3) FROM GABLE END TO PURLIN w/10d GUN NAIL ILS AT N ,,,,Dies. uvuFr. GABLE END_ GABLE END V STRUCTURAL5P-I @8" O.C. z rvccEvr_M,CONT. 2x FASCIA PER _4 x SHEATHING PER PLAN ARCHS./ .ecHT-1.1AE R.-D N11 AT-1 noN. "cr eNei«eeA oa BOSTON HIP 3 GABLE HIP 3 H2 SA M. RUSSDVIE1 2) 12d NAAX or ro sc � �K=A` FRAMED TRUSS H2.5A @ EER O.C. MAX M 1p g7ppp p ap PRE - ENGINEERED WOOD R13 _ 2x4 BLOCKING SHEATHING PER PLAN TRUSSES AT 2'-0" O.C. MAX ""1D BETWEEN TRUSS ES TRUSS ANCHOR ROOF SHEATHING NAILS ROOF FASTENING ZONES 80ND�Bg4Dl:BRIL21119 MASONRY B" CMU WALL OR LINTEL SEE CONTINUOSHEATHINUS EA. END EDGE1�� BRACE OHO Fieldstone 1 2 3 PLAN FOR REINFORCEMENT 2.4 SHINGLE: / NAILING / 7/16" SPAN RATED SHEATHING ed RING PANEL EDGES @SUPPORTS (1) fi" O.C. 6" O.C. 4" O.C. H2.5A @ EA. TRUSS TIE PER PLAN PER PLAN OR SHANK OVERFAMED TRUSS H10A@EA END C.O.A.# ARCHITECURE: NOTES:/15/32PSPAN RATED HEATHING TED SHEATHING 0.113" x 2-3/e" yI��L�� SC EWS 1 5600FROM HANGER OF VALLEY 8 OR PANEL FIELD (1) 6"O.C. 6"O.C. 6"O.C. 'WEE SCREWS FROM PER TRUS5810'-0" AA26OO2802 � EDGENALAN 0 TRUSTESTO SNOOD FRAMINMANUFG O.C. MAX C.O.E.# ENGINEERIN No. 8602 PER PLAN TRUSS @ 16" FRAMING FRAMING PER PLAN O.C., (1) EA PLY. SHEATHING 1, LONG SIDE OF SHEATHING TO BE PERPENDICULAR TO TRUSSES OR RAFTERSTYPICAL- SHEATHING, SEE PLAN PER 2. EDGE SPACING ALSO APPLIES OVER GABLE END WALLS OR TRUSSES. •�^ 1L� e/�1' FOR ATTACHMENT A�T�T�A�CHMENT �r WOOD PLAN PER PLAN 29349 3. FASTENING ZONES 2 AND 3 ARE EQUAL TO 10% OF TOTAL HOUSE WIDTH, DIMENSION "X' OFFSET FROM ROOF EDGE. \ OVERFRAMED GABLE END DCIAIL n1/p /���I C �•r,1' 1❑ I B RAH EM ELAYEB PE , ,Q 30' WIDE HOUSE = 3' ZONE, 40' WIDE HOUSE = 4' ZONE, 50' WIDE HOUSE = S ZONE, Su WIDE HOUSE = 6' ZONE 1 1 MOD (11/30/2023) , LVv/TI . GABLE END DEAL (MOD) 11/30/2023 I R11 ROOF SHEATHING ATTACHMENT DIAGRAM 0o sm+ RWG-202(RBL9) v RWG-203 (Re 4as) P.E.# 91476 (MAXIMUM OF 150 MPH EXP C) 11/01/2023 BENJAMIN NIESE PE % O STATE P.E.# 86025 LORIDQ' • RWG-110 06DATE 24 �NA�- \\'? 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 iv O O F W z z Q "d a N% U W a U c .a �x �x x 0. M N H F 7 RAWN BY: FAE ERSION: 5.0 SHEET NAME DETAILS - ROOF SHEET # S4.1 J EXTERIOR WALL SHEATHING SHEATHING NAIL PANEL EDGE FIELD BLOCKING REQUIRED (MIN.) SIZE NAILING SPACING REOUIRED 7/16 Bd 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 1� 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 8d T O.C. 12" O.C. ALL EDGES A SHEATHING S 3/8" STRUCTURAL SHEATHING FIELD NAILING, TYP. SINGLE NAIL � EDGE SPACING PANELEDGE NAILING E)-- TYPICAL SHEATHING DETAIL 11/01/2023 GABLE END SHEATHING DETAIL 11/01/2023 NOTTOSCALE WGW-010 woe NOT TO SCALE WGG-020 INT. FINISH WOOD BUCK ATTACHMENT: ALTERNATE: ix CUSTOM P.T. BUCK TO 2x 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 THRU BUCK INTO w/ 1 1/4" EMBEDMENT • " PRODUCT MASONRY PER FLORIDA RESH PPpLq�N`�L PRODUCT APPROVAL g FINIER ELEVATION w14 TYPICAL WINDOW ATTACHMENT DETAIL 12,17/2021 N01rREl. SCALE WGM-140 STRUCTURAL SHEATHING 2x FRAME WALL w/P.T. & ATTACHMENT PER PLAN SILL PLATE, PER PLAN ANCHOR BOLTS OR STRAPS, SEE GENERAL NOTES, U.N.O. r 8" CMU WALL, BOND BEAM ALL, ke ]4� &VERT. PER PLAN INT. FINISH WOOD BUCK ATTACHMENT: D, OR GREATER BUCK TO MASONRY 1 x WOOD BUILT-UP THICKNESS < 2 1/4" = 1 /4"x4' 2x P.T. BUCK MASONRY SCREWS @ 4" FROM ENDS AND 12" O.C. REMAINDER w/ 1 1/4" ATTACH DOOR PER EMBEDMENT FLORIDA PRODUCT - APPROVAL AL 7 IS 1x CUSTOM PT BUCK TO MASONRY MATCH FRAME WIDTH, ATTACH w/'T' BRICK NAILS @ 4" FROM ENDS AND 12" O.C. •:• MOLD - REMAINDER. ATTACH DOOR THRU BUCK INTO MASONRY PER FLORIDA FINISH PER ELEVATION PRODUCT APPROVAL J12 FRAME WALL ON MASONRY WALL 11/01/2023 W15 TYPICAL DOOR ATTACHMENT DETAIL 11/01f123 NOT TO SCAIE WGMtl121 NOT TO SCALE WGM-150 EXT. WALL PER PLAN 2X4 BLOCKING @ 24" O.C. NAILED BETWEEN STUDS w/ (2) 10d NAILS EACH END INT. WALL PER PLAN (2) 1 Od NAILS EN STUD TO EA. BLI 2X4 DBL. TOP PLATE BLOCKING 1SH WITH E -ACE THAT 0JACENT' RSECTING INTERSEC 'ALL BEVOI PARTY OR TERIOR W. SILL PLATE EN IN CON' CONCRE w18 INT. WALL CONNECTION TO E)ff. WALL 2/28/2022 oWGW-181 ` s PRE-ENGINEERED TRUSS PER MANUF @ 24" O.C. MAX; ATTACH TYP TRUSS STRAP PER PLAN (NOT SHOWN) (6) 0.148"x3" FACE NAILS THRU KING STUD TO HEADER (MIN. 3 EA PLY.) H FADER STRAP RFD'MNT PFR TAR[ F ULT BASIC WIND SPEED HDRMAXI CLR SPAN STRAP REQ'MNT <140 MPH 4 FT LSTA18 <140 MPH 9 FT MSTC28 <160 MPH 5FT MSTA24 (2)-2x TOP PLATE INSTALL SIMPSON SSP PLATE TIES @ 9" O.C. ALTERNATING SIDE OF THE WALL FROM TOP PLATES INTO RAISED HEADER BELOW OVER OPNG, TYP. TYP TRUSS -TO -TOP PLATE CONNECTOR PER PLAN HEADER PER PLAN, (2) PLY. MIN. ADDITIONAL JACK/KNG STUD CONNECTOR HDR MAX CUR SPAN REQUIREMENTS PER PLAN. EDGE NAIL SI G AROUND OPINED PER TYP SHEATHING DETAIL REQ'MNTS F A KSTUDS 2XFRAMING BELOW WINDOW #O J C SHEATHING PER PLAN PER PLAN OR DEPENDS PER PLAN: OMIT AT AT FOUNDATION CONDITION - HOLD GENERAL NOTES DOOR OPNGS, TYP. DOWN REQUIREMENT PER TABLE: -rl- ULT BASIC HDR MAX WIND SPEED CUR SPAN HD REQ'MNT AT 2-STORY FLR-TO-FUR <140 MPH AFT DTT2Z w/(8)1/4x11/2 CONDITIONS (IF APPLIES): - & 1 /2"x6" TITEN HD' <140 MPH 9FT Iw/(18)-0148"A-1/2"TO KING & 5/8"x6' TITEN HD` - - - - - <160MPH SFT DTT27 w/(8)-1/4"x1-1/2" & 1/2"x6" TITEN HD' 2. STUDS, SPACING PER (2)-2x TOP PLATE (6) 0.148"x3" FACE NAILS -� THRU KING STUD TO HEADER (MIN. 3 EA. PLY.) HEADER STRAP REO'MNT PER TABLE ULT BASIC WIND SPEED HDR MAX CLR SPAN STRAP REO'MNT <140 MPH 4 FT LSTA18 <140 MPH 9 FT MSTC28 <160 MPH 5FT MSTA24 ULT BASIC HDR MAX WIND SPEED CUR SPAN HD REQ'MNT <140 MPH 4 FT CS16x48" L.G. <140 MPH g FT (2) CSt6x48" LG.' <160 MPH 5 FT CS16x4W L.G. PLAN/NOTES TYP. U.N.O. STD HEADER CONFIGURATION ` APPLY (1) STRAP TO JACK STUD W/ ••••. (VIEWED FROM INTERIOR) HDR STRAP & (1) STRAP TO KING STUD • ' AT CRAWUBASEMENT CONDITION, TITEN HD SHALL BE SUBSTITUTED FOR ATR OF SAME DIAMETER DRILL & EPDXY 6" MIN EMBED TO FOUNDATION WALL wos TYPICAL OPENING @ BEARING WALL (FuccO) 11/01/2023 WGW Q50 EXTERIOR CMU WALL GARAGE DOOR AND TRACK, INSTALLED PER MANUFACTURERS SPECIFICATIONS. 2X6 WOOD BUCK ANCHORED TO CMU w/ 1/2" x 6" "L" BOLTS OR 5/8" x 6" SIMPSON TITEN HID'S w/ 2" WASHERS AT 24' O.C. & WITHIN 6" OF TOP AND FRAME TO BUDBOTTOM, OR (2) ROWS OF 1/4" TO MASONRY x 3" MASONRY SCREWS @ 12" O.C. STAGGER ROWS 6" EXTERIOR CMU WALL 1/4" DRIVE-IN ANCHOR GARAGE DOOR AND TRACK, INSTALLED PER •� MANUFACTURERS - SPECIFICATIONS. a�O 1/2' x 2 1/4" HILTI SLEEVE ANCHOR OR EQUAL MIN. 11/2" � FRAMETO EMBED INTO MASONRY (1) PER BRACKET Ift"o, MASONRY w1s TYPICAL GARAGE DOOR ATTACHMENT 11/01/2023 NOT TO SCALE WGM-160 SHEATHING PER PLAN 2x STUDS @ 16" O.C. END STUD TO FLAT STUD w/ 0.162"x3-1/2" RaT�� @ tbto.C. 2. STUD STRUCTURAL DOUBLE 2x TOP TOP PLATE CONNECTOR, PLATE SPACING PER PLAN (CHOOSE MID SPAN BLOCKING ONE): BETWEEN EACH a. (1) SPH4 @ 2X4 WALLS STUD, U.N.O. (1) SPH6 @ 2X6 WALLS b. (2) H2.5A (ONE EA SIDE OF BOTTOM PLATE CONNECTORS, PLATE) SPACING PER PLAN (CHOOSE ONE): C. (1) SP2 a. H1 SPH4 @ 2X4 WALLS d. (2) SDWC15600 0 SPH6 @ 2X6 WALLS e. STRUCTURAL SHEATHING & b. (2) H'2.SA (ONE EA SIDE OF PLATE) NAILING PER PLAN C. (2) SP1 (ONE EA SIDE OF PLATE) SHEATHING PER PLAN d. (3) SO C15450 SCREWS 2x STUDS AT 16" O.C. e. STRUCTURAL SHEATHING & 2. BOTTOM PLATE NAILING PER PLAN PER PLAN LOAD BEARING WALL w/ UPLIFT 8/27/2D21 w1 o WGW-105 DOUBLE 2x TOP PLATE MID SPAN BLOCKING BETWEEN EACH STUD AT FRAME WALLS 2x STUDS SPACING W/ PLATE HEIGHT 9'4OR PER GENERAL NOTES TALLER, OTHERWISE MAY OMIT. U.N.O. PER PLAN q@ SHEATHING 2x BOTTOM PLATE PER PLAN MATCHING WALL WIDTH E LOAD BEARING WALLw/o UPLIFT 11/01/2023 WGW-111 #S REBAR, CONT. IN BOND BEAM BOND BEAM PER PLAN 2X CRIPPLE STUDS @ 16" O.C. OVER HEADER, TOPBOTTOM STUD CONNECTORS PER W10/S4.2 TYP. ALT. HEADER CONFIGURATION (FOR INFORMATION BEYOND BREAKLINE OR NOT SHOWN REFER TO STD HDR CONFIGURATION) ROUGH OPENING MITER LINTELS BY BELOW FIELD CUTTING #5 REBAR IN VERTICAL GROUT FILLED CELL #5 CORNER DOWELS INSIDE 17 AND OUTSIDE OF VERTICAL #5 BAR AS SHOWN PRECAST LINTELS Z FILLED WITH GROUT p x3 �o OW ¢ m w25 90 DEG. CRNR DETAIL wl COLUMN BEL 2/28/2022 WGM-250 TOP OF HEADER AT MTL STRAP LOCATION BOTTOM OF TOP PLATE MATCHES STD CONDITION PLATE HEIGHT PER PLAN 2x CRIPPLE STUDS (2)-2x CO FLAT PLATE USE (3)-2x PLATE AT DBL MTL STRAP LOCATIONS ALT RAISED HEADER END LENGTH CONTINUOUS DOUBLE 2x FULL HEIGHT KING STUD pER SCHEDULE 2x TOP PLATE w/ PEN. NUMBER PER PLAN PLATE HEIGHT PER PLAN HEADER PER PLAN 2x BLKG - USE DBL, OR FLAT 2x BLKG @ DBL OR 3" WIDE MTL STRAPS 2x JACK STUD - NUMBER PER PLAN/NOTES WALL SHEATHING PER PLANS/SHEAR WALL SCHEDULE SINGLE, DOUBLE OR FLAT 2x BLOCKING, TYP. (2) 2x SILL PLATE SINGLE OR DOUBLE STRAP PER PLAN. PLACED OVER OR BEHIND WALL SHEATHING 2x SILL PLATE w/ SILL ANCHORAGE PER PLAN STRAP # OF NAILS @ EA. END END LENGTH STRAP CAPACITY (LBS) CS2D H6)0.131"x2-1/2" g" 1D30 CS16 (26)0.131"x2-1/2" 15" 1705 CMSTCI6 (58) 0.148"x3-1/4" 2T' 4690 Michigan 3400 Auburn Rd Suite 200 Auburn Hills, MI 48326 + 1 248.622.4035 Florida 12906 Tampa Oaks Blvd. Suite 150 Tampa, FL 33637 +1 813.466.3310 www. fie/dstoneae.com i� O - 7 zM �1I O U w W a CC < O w Ia Q � < V) Q M N N LW l� R L L DRAWN BY: I FAE VERSION: 5.0 SHEET NAME DETAILS - WALL SHEET # S4.2 PARALLEL TO SHEATHING #5 REBAR HOOKED CONNO 6§ PER PLAN DOWEL • STUD w/ •�• 0.162"x3-1/2" CAL1Ft9f�4�iRNER #5 REBAR VERTICAL 7/16/2021 IN SOLID FILLED B12 s.. w1 8 �• CELLS, (SEE PLAN) FTAO SHEAR WALL NOT TO SCALE WGW-180 11/01/2023 15 REBAR HOOKED WBW-120 DOWEL OOO Fieldstone COMMON WALL, °.-0• 3"x5^CLEAN OUT AT \ G- J (TYP.)8 x 8x 16 CMU - ALL nLLEDCELLS C.O.A.# ARCHITECURE: V� GE WEAVE BLOCK COURSES EVERY SEE FOUNDATION PLAN ANDFOR OTHER BLOCK (TYP.) FOOTING RIEINFORCING. LS AA26002802 @ EVERY BLOCK TEE INTERSECTION .'. ` ' REBAR PER C.O.E.# ENGINEERING: • 6 PLAN 9349 :4 W19 TYPICALRFINFORCEDFlLLFDCELL DEfNL 2O IBRAHEM ELAYEB, PE • . NOT TO SCALE WGM-190 00 P.E.# 91476 �/ ❑ TYPICAL CMU INTERSECTION DETAIL ■ BENJAMIN NIESE, PE i STATE OF �(- „/Dy/2023 P.E.# 86025 Ii�� ' ��ORIDQ' •' ��� NOT TO SCALE WGM-182 /' 06/21/2024/��NAL DATE 2x KNEE WALL OR PRE-ENG FLOOR - STRUCTURAL SHEATHING & 2x FRAME WALL PER PLAN, CON7. 2x STRUCTURAL SHEATHING & Zx FRAME WALL PER PLAN, CONT. TRUSS, STUDS @ 24" O.C. w/ ATTACHMENT PER PLAN, CONT. PLATE w/ (2)16d NAILS @ EA TRUSS ATTACHMENT PER PLAN, CONT. 2x PLATE w/ (2)16d NAILS @ 16" O.C. 2x FRAME WALL PER PLAN, CONT. META16 @ 24" O.C. (MAX.)" THROUGH FLOOR SECTION THROUGH FLOOR SECTION 2x RIBBON w/ (2) 10d NAILS @ EA. 2x PLATE w/ (2)16d NAILS @ 16" O.C. FLOOR SHEATHING &ATTACHMENT TRUSS LSTA72 @ EA. TRUSS VERTICAL, *' NOTE: 2x4 VERTICAL INSTALLED TIGHT TO 2x FRAME WALL PER PLAN, PANEL EDGE NAILING FLOOR SHEATHING &ATTACHMENT FLOOR SHEATHING &ATTACHMENT TOP AND BOTTOM CHORD w/ CONT. 2x PLATE w/ (2)16d PER GENERAL NOTES PER GENERAL NOTES COUPLING NUT, OR THREADED BEND @BOTTOM PLATE (3)8d TOENAILS AT LOCATIONS NAILS @ 16" D.C. (4) 16d NAILS RIBBON TO EA. ROD CUT TO LENGTH PER GENERAL NOTES WHERE EMBEDDED STRAPS TRUSS, TYP TOP & BOTTOM FIELD FRAME 2X4 KNEE WALL AND END GABLE TRUSS PANEL EDGE NAILING 8d NAILS 3" O.C. WALL OR PRE-ENG FLOOR TRUSS, VERTICALS MISALIGNS. _ _ FLOOR SHEATHING & SHEATHING TO EA. STUDS @ LA O.C., TOE NAIL I BOTTOM PLATE/CHORD wl ATTACHMENT PER GEN. NOTES TRUSS END LEG ---- -- i0 10tl NAILS @6"O.C. TRUSS PER PLAN -=y:; PANEL EDGE NAILING , . PANEL EDGE NAILING LSTA75 @ EA. VERTICAL, BEND • SHEATHING PER PLAN 2x4 BRACING MIN. fi-0" IN TRUSS PER PLAN.. METAi6 ANCHOR • • S @ EA. TRUSS TRUSS PER PLAN w/ (2)10d TRUSS JOIST PER PLAN @BOTTOM OF TOP PLATE • B" CMU WALL, BOND BEAM LENGTH w/(3)10d NAILS END SHEATHING TOE NAIL TO TOP PLATE 1l2" ALL -THREAD @ 32" & VERT. REINF. PER PLAN GABLE MIN. (3) FLOOR TRUSS, PER PLAN - 8" CMU WALL, BOND BEAM SHEATHING PER PLAN O.C. @ ALL CORNERS AND SHEATHING PER PLAN 2x FRAME WALL PER PLAN �� BRACING SPACED MAX. 5'-0" O.C.Emil &VERT. REINF. PER PLAN >=iaFawro>��yElLaw�l EFLOOR TRUSS TO MASONRY WALL 11/01/2023 L02 FLOOR TRUSS TO MASONRY WALL 11/01/2023 L02B FLOOR TRUSSIJOIST TO FRAME WALL 11/30/2023 �03 FLOOR TRUSS/ JOIST TO FRAME WALL 12/17/2021 LTM-010 NOT TO SCALE LTM-020 MOD-RB(LGW-020) LGWT030 2x FRAME WALL PER PLAN, CONT. STRUCTURAL SHEATHING & 2x FRAME WALL PER PLAN, STRUCTURAL SHEATHING & 2x PLATE w/ (2)i6d NAILS @ 16" O.C.A ATTACHMENT PER PLAN, CONT. CONT. 2x PLATE w/ (2)t6d ATTACHMENT PER PLAN, CONT. FLOOR SHEATHING & ATTACHMENT THROUGH FLOOR SECTION*" NAILS @ 16" O.C. THROUGH FLOOR SECTION"' PER GENERAL NOTES FLOOR SHEATHING & TRUSS/JOIST PANEL EDGE NAILING ATTACHMENT PER PER PLAN GENERAL NOTES PANEL EDGE NAILING TRUSS / JOIST BEAM/GIRDER PER PLAN PER PLAN BEAM/GIRDER PER PLAN PANEL EDGE NAILING SHEATHING PER PLAN PANEL EDGE NAILING "* NOTE: **' NOTE: ILO CONT. WALL SHEATHING ILO CONT. WALL SHEATHING INSTALL SHEATHING PER INSTALL LSTA16 STRAP EA STUD, LSTA75 STRAP EA STUD, CORNERS & PLAN CORNERS & FLANKING ALL OPENINGS. TRUSS/JOIST CONNECTION TO FLANKING ALL OPENINGS. CENTER CENTER STRAP AT TOP OF BEAM/GIRDER BEAM PER MANUF. STRAP AT TOP OF BEAM/GIRDER �2-STORY CONNECTION AT BEAM 11/01/2023 2-STORY CONNECTION AT BEAM 11/01/2023 � BEARING STUDS TO BOND BEAM L LOS LZl 6 QJNOT TO SCALE LGG-070 NOT TO SCALE LGGOBD \� 2x FRAME WALL PER PLAN HOLD DOWN CONNECTION PER PLAN w/ ANCHOR BOLTS OR EPDXY ANCHOR w/6" MIN. EMBED. (EXPANSION BOLTS ARE NOT ALLOWED) 2x BOTTOM PLATE PER PLAN 2x BLOCKING @ EA. BRIG. STUD PER PLAN AS SHOWN PRE-ENGINEERED TRUSS/JOIST PER PLAN B" CMU WALL, BOND BEAM & VERT. REINF. PER PLAN IETAIL 2/28/2022 LGMm260 2x4 LEDGER OR TRUSS TOP CHORD w/ (2)12d NAILS TO EA STRUCTURAL SHEATHING & 2x4 LEDGER OR TRUSS TOP STRUCTURAL SHEATHING & WALL STUD (MAX. 16" O.C.) STRUCTURAL SHEATHING & CONT. 2x4 BLOCKING/LEDGER w/ (3)10d @ EA STUD & TOE ATTACHMENT PER PLAN, CONT. CHORD w/ (2)12d NAILS TO EA WALL STUD (MAX. i6" O.C.) ATTACSTRUCHMENTURAL ATTACHMENT PER PLAN, CONT. . CONT. 2x4 BLOCKING/LEDGER ATTACHMENT PER PLAN, CONT, STRUCTURAL SHEATHING ATTACHMENT PER PLAN, CONT. NAILED TO EA TRUSS THROUGH FLOOR SECTION THROUGH FLOOR SECTION w/ (3)i0d @ EA STUD & TOE THROUGH FLOOR SECTION &ATTACHMENT PER PLAN THROUGH FLOOR SECTION STRUCTURAL SHEATHING 2x FRAME WALL PER PLAN, NAILED TO EA TRUSS STRUCTURAL SHEATHING 2x FRAME WALL PER PLAN, & ATTACHMENT PER PLAN CONT. 2x PLATE w/ (2)16d 2x FRAME WALL PER PLAN, CONT. 2x FRAME WALL PER PLAN, CONT. & ATTACHMENT PER PLAN CONT. 2x PLATE w/ (2)i6d NAILS @ EA TRUSS STRUCTURAL SHEATHING 2x PLATE w/ (2)16d NAILS @ 16" O.C. 2x PLATE w/ (2)16d NAILS @ 16" O.C. NAILS @ EA TRUSS & ATTACHMENT PER PLAN FLOOR SHEATHING &ATTACHMENT FLOOR SHEATHING & ATTACHMENT I NT. 2x4 RIBBON CONT. 2x4 RIBBON PER GENERAL NOTES PER GENERAL NOTES 71 FLOOR SHEATHING & FLOOR SHEATHING & ATTACHMENT PER GEN. NOTES ATTACHMENT PER GEN. NOTES TRUSS PER PLAN- PRE-ENG ROOF TRUSS PER TRUSS PER PLAN TOP CHORD BEARING 2x KNEE WALL OR MANUF., STRAP PER PLAN 2x KNEE WALL OR PRE-ENG ROOF TRUSS PER - PRE-ENG ROOF TRUSS PER TOP CHORD BEARING PRE-ENG TRUSS PER PLAN TRUSS BOTTOM CHORD OR 2x LEDGER PRE-ENG TRUSS PER PLAN MANUF., STRAP PER PLAN TRUSS PER PLAN MANUF., STRAP PER PLAN TRUSS PER PLAN _ PRE-ENG ROOF TRUSS PER 8" CMU WALL, BOND BEAM w/ 10d NAIL TO EA VERTICAL & TO 8" CMU WALL, BOND BEAM (2) 2.6LEDGER w/ 1/4" x 5" CONT. 2x4 RIBBON TRUSS BOTTOM CHORD OR CONT. 2x4 RIBBON - MANUF., STRAP PER PLAN & VERT. REINF PER PLAN BOTTOM PLATE/CHORD @ 16' O.C. & VERT. REINF. PER PLAN SDS SCREW TO EA TRUSS 2x LEDGER w/ (2)1Od NAIL (2) 2x6 LEDGER w/ 1/4" x 5" VERTICAL & TO BOTTOM 8" CMU WALL, BOND BEAM TO CONT. RIBBON @ 16" O.C. B" CMU WALL, BOND BEAM SDS SCREW TO EA TRUSS PLATE/CHORD @ 8" O.C. & VERT. REINF. PER PLAN & VERT. REINF PER PLAN & TO RIBBON @ B" O.C. "NOTE: —NO E DETAIL L01 IS REQUIRED TO ACCOMPANY THIS DETAIL DETAIL L01 IS REQUIRED TO ACCOMPANY THIS DETAIL --NOTE: '•NOTE. DETAIL L02 IS REQUIRED TO ACCOMPANY THIS DETAIL DETAIL L02 IS REQUIRED TO ACCOMPANY THIS DETAIL FLOOR TO MASONRY WALL @ LOW ROOF FLO_OR TO MASONRY WALL @ LOW ROOF 2/28/2022 FLOOR TO MASONRY WALL @ LOW ROOF 12/1712021 FLOOR TO MASONRY WALL @ LOW ROOF 12/17/2021 2/28/2022 L13 �14 o �JNOT TO SCALE LTMI 10 �JNOT TO SCALE LTM-120 NOT TO SCALE LTM-130 NOT TO SCALE L4M'140 STRUCTURAL SHEATHING & ATTACHMENT PER PLAN, CONT. THROUGH FLOOR SECTION 2. FRAME WALL PER PLAN, CONT. 2x PLATE w/ (2)16d NAILS @ 16" O.C. BEAM/GIRDER PER PLAN FLOOR SHEATHING & ATTACHMENT PER GENERAL NOTES CONT. 2x4 BLOCKING/LEDGER w/ (3)10d @ EA STUD & TOE NAILED TO EA TRUSS STRUCTURAL SHEATHING & ATTACHMENT PER PLAN EDGE NAIL SHEATHING STRUCTURAL SHEATHING CONTINUOUS 2x STTUE� G P 'R8P CO FLO A PER PLAN f TRUSS/JOIST TRUSS/JOIST PER PLAN PRE-ENG ROOF TRUSS PER PER PLAN / MANUF, HTU26 OR HANGER SHEATHING PER PLAN SHEATHING PER PLAN J PER MAUNF, U.N.O. BEAM OR EDGE NAIL SHEATHING FLOOR TRUSS GIRDER '" NOTE: ILO CONT. WALL SHEATHING INSTALL LSTA15 STRAP EA STUD, CORNERS & FLANKING ALL OPENINGS. CENTER STRAP AT TOP OF BEAM/GIRDER 2x4 BLOCKING BETWEEN EA TRUSS (OR CONTINUOUS AS TRUSS ALLOW) w/(3) 11 OOddATOE —Weft LE TO EDGE NAILING PER DET\AILS / „IUSSES yS TRUSS SDS EA @ EA TRUSS HTU26 OR HANGERPER -NOTE: alNE TO THE WAL HING BEING CONTINOUS TO THE BEAM BELOW IS TO USE LSTA12 @ EA STUD ABOVE TO BEAM BELOW I.1 s 2,STORY CONNECTION AT BEAM B/F B/2022 L18 2- STORY CONNECTION AT BEAM WI LOW ROOF MOD (5/10/2022) NO7 TO SCALE LGG-160 NOT TO SCALE LGG-184(IE-450)"" s Michigan 3400 Auburn Rd Suite 200 Auburn Hills, MI 48326 +1 248.622.4035 Florida 12906 Tampa Oaks Blvd. Suite 150 Tampa, FL 33637 +1 813.466.3310 www.fieldstoneae.com N O z F Z M z vi W W W W ¢ o M W Ca Q� Q 0 � ra .a Qr rri N ODO Fieldstone C.O.A.# ARCHITECURE: DRAWN BY: FAE AA26002802 C.O.E.# ENGINEERING: No. 860 = VERSION: 5.0 _' 29349 = * — SHEET NAME 0 IBRAHEM ELAYEB, PE .0 DETAILS - P.E.# 91476 -,0... ST T �` FLOOR ■ BENJAMIN NIESE, PE P.E.# 86025 SHEET# 06/21/2024 /SS.#0NAL.3 S4 DATE III `�•?�`` STRUCTURAL SHEATHING. REFER TO STRUCTURAL SHEET'. FOR NAILING & OTHER RED. INSULATION AS PER SPEC. PRE-ENGINEERED ROOF TRUSS REFER TO TRUSS MANUF. DWG' ASPHALT ROOF SHINGLE (OR TILE PER SPEC.) TRUSS STRAP PER STRUCT, DETAILS SOFFIT PANELS < 2'-0" \ Ir— 4ASCIA PER COMMUNITY SPECSOFFIT & OVERHANG PER SPEC BOND BEAM PER PLAN SEE STRUCT. FOR ALL REINF RED. MIN. 2X2 VERTICAL BRACE @ 24" O.C. MAX SPACING. ATTACH TO EA ROOF TRUSS W/ (2) 8D NAILS. MIN. 2X2 HORZ BATTEN, IF REO'D PER MANUF. ATTACH TO EA VERT. BRACE W/ (1) 10D NAIL (24" O.C. MAX SPACING) PANEL ATTACHMENTS PER MANUF. MIN. 2x2 VERTICAL BRACE @ 24" O.C. MAX SPACING, ATTACH TO EA ROOF TRUSS w/ (2) 10d NAILS, MIN. 2x4 HORZ BATTEN, IF RED'D PER MANUF. ATTACH TO EA VERT. BRACE w/ (2) 10d NAIL (24" O.C. MAX SPACING) PANEL ATTACHMENTS PER MANUF. INTERIOR EXTERIOR 2'-0 < SOFFIT PANELS < &D" INTERIOR INSTALL MID -SPAN BLOCKING (BATTEN) SEESTRUCT. DETAILS WHEN REQUIRED BY MANUFACTURER FOR VARIATIONS 0'-0" FIN, FL. FINISHED GRADE MONOLITHIC FND., SEE STRUCTURAL DETAILS FOR WIDTH, DEPTH,& REINF. RED. STRUCTURAL SHEATHING. REFER TO STRUCTURAL SHEETS FOR NAILING & OTHER RED. INSULATION AS PER SPEC. PRE-ENGINEERED ROOF TRUSSES. REFER TO TRUSS MANUF. DWG ASPHALT ROOF SHINGLE (OR TILE PER SPEC.) TRUSS STRAP PER STRUCT. DETAILS FASCIA PER COMMUNITY SPEC. SOFFIT & OVERHANG PER SPEC. BOND BEAM PER PLAN PRECAST LINTEL PER PLAN OPENING w/ PRECAST SILL PER PLAN SEE STRUCT. FOR ALL REINF. RED. EXTERIOR SEE STRUCT. DETAILS FOR VARIATIONS 0'4" FIN. FL. - FINISHED GRADE - MONOLITHIC END, SEE STRUCTURAL DETAILS FOR WIDTH, DEPTH & REINF. REO. E)7 CAPICAL1STORYWALSECTION 11/01/2023 WSM. JVm -0 70 WM-020 STRUCTURAL SHEATHING, REFER 12 TO STRUCTURAL SHEETS FOR — PER NAILING & OTHER REG. / \ MIN. 2X2 VERTICAL BRACE ASPHALT ROOF SHINGLE / @ (OR TILE PER SPEC.) 24" O.C. MAX SPACING. ATTACH TO EA ROOF TRUSS STRAP PER STRUCT. DETAIL \ TRUSS W/ (2) BD NAILS. - MIN. 2X2 HORZ BATTEN, TOP OF WALL I IF REO'D PER MANUF. (REFER TO ELEV) ATTACH TO EA VERT. INSULATI N / /BRACEW/T)10DNAIL AS PER SP\C. FASCIA PER COMMUNITY SPEC. (24" O.C. MAX SPACING) PANELATTACHMENTS \ PER MANUF. SOFFIT & OVERHANG PER SPEC. PRE-ENGINEERED ROOF TRUSSES, REFER TO TRUSS MANUF. DWGS SOFFIT PANELS < 2'-0" MIN. 2.2 VERTICAL BRACE @ 24" O C. MAX SPACING. ATTACH TO EA ROOF \ TRUSS w/ (2) 1Od NAILS. MIN. 2x4 HORZ BATTEN, IF REG'D PER MANUF. FLOOR JOIST OR TRUSS SYSTEM ATTACH TO EA VERT. / BRACE w/ (2) 10d NAIL & DIRECTION PER STRUCTURAL \ (24" O.C. MAX SPACING) REFER TO 2ND FLOOR JOINT DETAIL PANEL ATTACHMENTS RIM BD. OR TRUSS PER STRUCT. PER MANUF. TOPOF FLOOR / (REFER TO ELEV.) 2'-0' < SOFFIT PANELS < 3-0- INSTALL MID -SPAN BLOCKING (BATTEN) Top TOP OFcmu WHEN REQUIRED BY MANUFACTURER BOND BEAM PER PLAN INTERIOR IIrjI EXTERIOR SEE STRUCT. FOR ALL REINF. REO. SEE STRUCT. DETAILS FOR VARIATIONS 0 0 FIN FL \. FINISHED GRADE 1IIL MONOLITHIC FND , SEE STRUCTURAL DETAILS FOR WIDTH, DEPTH, & REINF REG. SWIDI2 ST111WAL SEV I ION MOD (12/22/2023) WSG-040 2x LET -IN THRUST BLOCK 2X12 STAIR STRINGER w/ (8)10d (0.148"x3") NAILS (2) 2X8 BEAM TO WOOD FRAMING OR IE (3)1/4"x2-3/4" CONCRETE STAIR LANDING_ STAIR LANDING_ SCREWS TO SLAB ELEV. &SIZE ELEV. &SIZE 2X12 STAIR PER ARCH. PER ARCH. STRINGER 0 0' PLANS*"'� PLANS (2) 2X8 BEAM 2X6 FLOOR JOISTS @ 16" O.C. 2x LEDGER ATTACHED TO 2X6 FLOOR JOISTS TO BEAM w/ LUS26 HANGERS (2) 2X8 HEADER w/ (2)16d @ 16" O.C. TO BEAM NAILS @ 8" O.C., STAGGERED w/ LUS26 HANGERS TOP OF FLOOR JOITOP OF FLOOR ELEV. PER PLANS A35 CLIP EA STRINGER TO ELEV. PER PLANS 2X LEDGER, MAX. NAIUNG TRUSS/JOIST PER MANUF. FLOOR TRUSS PER MANUF. FLOOR TRUSS FLOOR GIRDER/RIM CONT. 2x BAND BOARD w/ PER MANUF. PER PLAN EA (4)10d NAILS TO EA TRUSS LTC STRAP @ BA 2x6 LEDGER ATTACHED TO STRINGER TO BACKER 2x6 LEDGER ATTACHED TO FLOOR TRUSS w/ 10d NAILS 2x BAND w/ (2)10d NAILS @ 3" O.C. ALONG BOTTOM @ 4" O.C. STAGGERED CHORD AND ALL WEBS 1 1/2" MIN. 10" MIN. 1 112" MIN. GRASPABLE HANDRAIL; y� TREAD 1 1/4" MIN. TO 1 1/2" MAX. DIA. 11 HANDRAIL BRACKETS w TO BE CONNECTED TO RETURN HANDRAIL n y - . FRAMING PER MANUF. INTO 1x BACKER BD RECOMMENDATIONS `'SX. /4" - 1 114" NOSING m O 9x,PG, GREATEST VARIANCE BETWEEN LARGEST FqS, TREAD AND SMALLEST TREAD SHALL NOT BE F SECTION PLAN GREATER THAN 3/8". GREATEST VARIANCE BETWEEN TALLEST RISER AND SHORTEST HANDRAIL REQUIREMENTS RISER SHALL NOT BE GREATER THAN 3/8". S10 TYPICALSTAIR DETAILS 11/01/2023 WSG-101 A35 CLIP EA IOPOF A35 CLIP EA li1P�RDOfl FLOOR T��ROOA STRINGER TO ELEV. PER STRINGER TO ELEV. PER GIRDER/RIM ELEV. PER 2X LEDGER, PLANS 2X LEDGER, PLANS PER PLAN PLANS MAX. NAILING MAX. NAILING L FLOOR TRUSS FLOOR TRUSS TRUSS/JOIST FLOORTRU S PffIRIENWIER ATTACHED PER MANUF. BOARD w/ AND TO FLOOR TRUSS w/ 10d LSC STRAP @ LV(Ft4_RD / ((4 ATTACHED NAILS @ 3" O.C. ALONG EA STRINGER fi61��AND w/ (2)10d BOTTOM CHORD AND ALL TO BACKER WEBS NAILS @ 4" O.C. &7911M STAIR DUA ffAGGERED 2/28/2022 WSG-102 (2) 2X8 BEAM 2x LET -IN THRUST BLOCK w/ (8)10d (0.148"x3") NAILS IiT/ltl/NOnG ����' TO WOOD FRAMING OR ELEV. & SIZE 2X12 STAIR ELEV. & SIZE ZX12 STAIR (3)1/4"x2-3/4"CONCRETE PER ARCH. STRINGER PER ARCH. STRINGER SCREWSOr LAB PLANS 2x LEDGER PLANS (2)2X8 BEAM ATTACHED TO (2) 2X8 HEADER eX881LQ0MNLM 2X6 FLOOR JOISTS 90e-O.C. TO BEAM @ 16" O.C. TO BEAM 67AG0MMONGERS w/ LUS26 HANGERS S1 o TYPICAL STAIR DETAILS 11/1212021 AS ',CA XI%IIIIII// 000 Fieldstone ���`� - C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERING: No. 86 _ 29349 — = 0 IBRAHEM ELAYEB, PE 4` P.E.# 91476 ■ BENJAMIN NIESE, PE %�0 E OF P.E.# 86025 06DATE 24 ',s// 0 At. `\'? 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. tieldston ea e. com N OO o W� M U` zWQ O > w Q a¢ w 'U a N O f- DRAWN BY: I FAE VERSION: 5.0 SHEET NAME DETAILS - MISC. SHEET # S4.3.1 7 PRECAST LINTEL GRAVITY LOAD TABLE v4.21 LOADS LISTED WAVE BEEN CALCULATED OR COMPILED FROM APPROVED MANUFACTURERS: CAST-CRETE, LOTT'S CONCRETE, DUAUTYPRECAST CO. MAXIMUM LOAD PUT APPROX. LINTELLENGTH MAX. CLEAR OPENING TYPE A 80UNTEL 8" TYPE B 871YPEC.. 12" TYPE B 12"TYPE.0 34"TYPE B" 14'.TYPEC- 16" TYPE B 16'TYPEC. 20" TYPE B 2D'TYPEC 24" TYPE 8 24'TYPEc 28"TYPES 28'TYPEC 32" TYPE B 37TVPEC 7 IT lb.. 2231 3069 3719 32W 5163 6607 8054 9502 10000 3059:- 46D5: 5206 6113 7547 8974 300m loom 3'6' 72" Z231 3069 3719 3280 5163 6607 8054 9502 100DO 3059 4605 5206 6113 7547 - 8574 10000 100DO 4' 0" 781 1783 2561 2751 328D 3920 48" 5961 7034 8107 2551 4605 5206 6113 7547 8974 : 10000 30000 4' 6" 32' L343 1969 2110 2992 2931 3756 4576 5400 6224 1959 4375 5206 . 5113 7019 8672 20DOD 10m0... I'll, 3 4^ 1217 1349 1438 1716 1999 2560 3132 3686 4249 1399 3090 4567 5365 4766 5817 - 7074 am .. 5'e" 4 0" Y0p6 1349 1438 1715 1999 2560 3132 3686 4649 1349 3090 4567 5365 4766 5817 7074 82M 510' 4! 6' 860 1105 1173 IBM 1631 2D90 2549 3009 3470 1105 2622 4242 4350 3942 4899 5417 6662 6'V 62" 710 1232 Z177 3738 348D 3031 3707 4383 5061 1232. 2177 2739 34M S n 8360 8525 -759D 7' 6" 6 2" 570 991 1729 2108 2632 2205 2698 3191 3685 991 1729. 2108 : 2632 3898 5661 4742. 5501 8' a" 70, 488 699 1160 1516 1626 2564 M86 2818 3302 699.. 1245 1516 3B43 2564 3486 ,.. 2964. - 3317. V 4" ell 416 699 1160 N/A 1625 2564 3486 2818 3302 09 2245.. N/A 103 2564 3486 2964 3397 30'6" g 7 354 535 890 N/A 1247 2093 2777 2163 2536 535 2054 N/A 1533 2093 2781 2259 2615 1I'4" 10'1" 315 567 890 N/A 1366 1846 2423 3127 4005 567 945 N/A i366 38415 2423 3127- -4005 IT 0' 10 8,. 292 525 873 N/A 1254 1684 2193 2805 3552 525 873 N/A 1254 2694 2193 2805 3552 12' 6' IV 2" 277 471 755 NIA 1075 1428 1038 2316 2883 471 755 N/A 1075 1428 lan 2316 28M 13' 4" 12", 255 471 755 N/A 1075 1428 1838 2316 2535 471 755 N/A 1075 3428 1838 2326 2B63 14'0 278" 239 424 706 1 N/A IDD2 1326 1697 2127 2276 424- 706 N/A 1002 1328 1697- 2227 26M 14, ar 13'4` N/A N/A N/A N/A N/A NIA N/A N/A I N/A NIA 783! N/A 1234', 1421• 1779'. 21W 2662' 15'4" 14! 0' NIA N/A N/A N/A N/A N/A N/A N/A N/A - N/A` 71M N/A - liar 1331• 1660' 203P 2459' 17' 4" 160, N/A N/A N/A N/A N/A N/A N/A N/A N/A N A S48` NIA 952• rur ` 1379' :1671' 1997' 19'4" 180" N/A NA NA N/A NA N/A NA N/A NA A 42D• I N/A 750• 1 960• 1 1177• 1415• 1676' 20'0 388" N/A N A N/A N A N/A N A N/A N/A NjA N/AN/A 598• Sty' 2114• 3345• 1 1468' 24'01 278' N/A N A N/A N A N/A N/A N/A N/A N/A A 250• N A 450' 650• - '880 VJO' 1226' 'PRESTRESSED "8 W12" RECESS LYLINTELS Type A= Unfilled no Reba; Type B=Continuous Grout, Steel per Plan In Bond Beam Only; Type C=Contlnous Grout.Steel per plan in Bond Beam & Untel LEGEND 0 8X8 FILLED CELL W/ (1) - #5 REBAR - - - - - BEAMS FNT71 8X8 FILLED CELL W/ (1) - #7 REBAR HEADER- WIDTH TO MATCH WALL ------- GIRDERS 8X8 FILLED CELL W/ NO REBAR REDD _- ----- PLUMBING WALLS (FOR REFERENCE) n BEARING/SHEAR WALLS (FOR REFERENCE) � 45° CMU -FILL CELLS W/ #5 REBAR ROOF BLOCKING 1 FILLED CELL W/ #4 REBAR (INN WALL) ® BALLOON FRAMED ❑© 12X12 FILLED CELL W/ #4 REBAR WALLSIHIGHER BEARING WALLS (IN COLUMN) CONCRETE TIE BEAMS ELEV ELEVATION INDICATOR ® PLUMBING PENETRATION FOR 8(1 DETAIL INDICATOR FRAMING LAYOUT HDR SIZE LINTEL OR WOOD HDR DESIGNATION OPEN SIZE (ALL WOOD HDR'S TO BE (2) PLY U.N.O.) 4 X }- BRACED WALL LINE FASTENERS ALLOWABLE LOADS CONNECTOR Cry TYPE GRAVITY Ibs 1.0 UPLIFT (Ebsl�l.fi LATERAL Ibsl@ 1.6 META16 8 0.148"xl-11'2' -- 1450 FIE 340 F2:770 HETAIE 9 0.148"xl-1/2" - 1810 F1:340 F2:770 (2)META16 1- 10 0.148"xl-1J2" -- 1875 F1:680 F2:770 (2)META16 14 0.162"0-112" -- 179S F1: 1285 F2: 1ND (2) FIETAl6 SO 0. 148, ,1-1/2" -- 1920 F2:680 F2 : 770 (2) HTA16 2- or 3-ply 12 DA62'x3-1/2' -- 2365 F1:1350 F2: 1430 HSTM36 8 0.148"x1-12" - _ 1110 F1: 120 F2: 90 4 1/4"xl-3 4" CONIC SCREW LGU W B-2 6 318" x 4' TITEN END 8250 2435 6 34"x 2 1/2' SDSSCREW MSTC28 36 0.148"x314" 346D M7S12 14 0.148"x1-1/2' SIN 121 MTS12 28 0.148"x1-112" 1980 MTS16 14 0.148"x1-1 " 990 Ffl1210-2 T8 1/4"z234"GONG SCREW 35m 1- SD 0.148" x 3' HTS16 32 D.148"4- '2" 2.890 2 KTS16 16 0.148"x1-1 " 1310 KTS20 24 0.148"x3-1/2" 1310 LSTA12 10 0.148"x2- 925 LSTA18 14 0.148"x2- 1235 LSrA30 22 0.148"x2-1/2" 1640 MSTA24 I8 1 0.148" X 21/2' 1640 0.148" X 2 i 2" 3,280 26 0.149" X 2 S 2" 2 050 52 D. 148'X21/2' 4,100 22 0.148"x2-1 " 205036 F36 0. 148"x 31 4" 3,46062 0.148"x3-1/4" 4735 D4" 5 X 2 1 4"1,42513 0, 148" X 3" - 1,870 -- 8 1/4' X 2 1/4" (2) MSTAM36 26 0.548" X 3" -- 3740 -- 16 1 4" X 2 1/4" MSTCM40 10 1AIN2-14'CONIC SCREW 2800 14 0.148"x3 i 4" MGT 22 01481S0" -- 3965 F1:775 F2:525 1 5 "ATR HGT-3 16 0.148"x3" 10.790 -- 2 3 4"ATR VGTR or L 1 5 'ATR _ 2225 F3 : 650 F2: 630 16 3 4'Sc3" SDS VGTR/L 2 5 "ATR 5545 F1:650 F2: 63D 32 1 4-x3"SDS VGT 1 5'8"ATR - 4940 F1.1185 F2: 590 16 1 4"x3" SDS (2) VGT 2 5/8"ATR _ 7185-2pty 8890- F3:1185 F2: Y 32 1/4N3" SDS DTT22 1 8 1/2"ATR 14'13"SDS _ 1825-2.4 min 2145 22xtmin HTT4 1 5 "ATR -- 3620 -- 18 0.148"x3-1/2" HITS 1 5/8" ATA '- 4670 -- 26 0.148'k3" HTTSKT 1 5 "ATR 5445 26 SD XIOx2-12" ABU44Z 1 5,18" ATR 7570 1900 -- 12 0.162"x3-12" ABU662 1 5/8"ATR 18205 2475 -- 12 0. LET" 3-1 2" H2.5A ID 0. 131"x2-1/2" -- 565 F1:110 F2: 110 HIDA 18 0.148"xl-1/2' -- 1340 F1:565 F? : 285 HI0A-2 18 D.148'xl-1/2' -- 1DS0 FI : 680 F2 : 260 HUC48 14 1/4"x2-3/4" CONIC SCREW 3500 1135 -- 6 0.148"x3" HUC414 24 1/4N2-3/4" CONC SCREW SOBS 2015 - 12 01481'X3" WS26 4 0.148"X3" 865 -1165 -- SPH4 12 0.148"xl-1/2" -- Side:640 Center:1280 -- DTC clips 4 3/16"x2-3/4" CONIC SCREW F3 : BS F2 : 13S 2 0.131"x2-1/2" A35 12 0.131"x1-1/2' .- F1:650 F2 : 670' SDINC15600 1 SDWC156D0 -- 615 FIE 130 F2:225 SDA'C15450 1 SDWC15450 295 F2: 150 HTU26 20 0.562'x3-1/2" 3200 1260 -- 14 D.148"x3" LGU3.63-SDS 2" 6,720 5,555 -- 12 S 4" X21 HDUB-SDS25 1 7/8' ATR 7,870 -- 2D 14^X212-SDS HDUII-SDS2S 1 1" ATR 11.275 -- 30 1/4 X 2 1/2" SDS THD26 2D 0.162"x 3" 2940 3240 -- 2D 0.14E'x 132` THD28-2 28 11.162'x 3' 4310 4860 -- 16 1 D.148" x 3" ABBREVIATIONS: AB ANCHOR BOLT EA EACH INE INTERIOR AFF ABOVE FINISHED FLOOR ELEV ELEVATION LIST JOIST ALT ALTERNATE EMBED EMBEDMENT MAX MAXIMUM APPROX APPROXIMATE EN EDGE NAILING MFR MANUFACTURER ARCH ARCHITECT/ARCHITECTURAL EQ EQUAL MIN MINIMUM ATR ALL THREADED ROD ES EACH SIDE MISC MISCELLANEOUS BILK 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 DC ON CENTER BRIG BEARING FDN FOUNDATION OPNG OPENING BTWN BETWEEN FIN FINISH OPP OPPOSITE CANE CANTILEVER FLR FLOOR PEN PLYWOOD EDGE NAILING CL CENTERLINE FIN FIELD NAILING PLYWD PLYWOOD CIP CAST IN PLACE FT FOOT / FEET REINF REINFORCING/REINFORCEMENT CJ CONTROL JOINT GALV GALVANIZED REOD 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 CONIC CONCRETE GYP GYPSUM SIM SIMILAR CONT CONTINUOUS HD HOLD DOWN SP SOUTHERN PINE #2 OR BETTER DBL DOUBLE HDR HEADER SPF SPRUCE PIR FIR #11#2 OR BETTER DIA DIAMETER ILO IN LIEU OF TYP TYPICAL DWG DRAWING IN INCH LINO UNLESS NOTED OTHERWISE 140 WINDSPEED CHARTS 140 MPH 2O23 FL - C & C Pressures Aso BfeNve WlM Area G=�Roof componeds H a. C anent. W !!Oo -nta Zane I Zone 2 Zarc 3 Lane 1 2 Zom 3 2ac 4 Zone 5 A>100SOFT(Girdwsl 17.1 1 -35.3 17.1 -427 17.1 1 -49.0 14.8 -30.3 1 14-8lac -36.5 14.8 1 -36.5 311 1 -34.1 31.1 -38.0 A<505nFT ndwss Wl 19.2 -40 .4 19.2 -54.9 111 -63.9 187 -36.0 1 18.7 1 -32.7 1 18.7 -459 327 -35.9 327 -413 A< 2D SOFT(Farteners) 24.2 -52.0 24.2 -83.1 242 1 •98A 27.3 -09.0 27.3 •67.5 27.3 •67.5 36.5 -19.7 1 36.5 49.0 Components and Cladding Pressures(ASD)-2023 FL Positive Naniative Width Height Effective Premn, Pressure DewIRM Z4ffi 16070 OHGD 16 7 112 30.8 -3Q4 3068 w/3010 TR ENDS 3 8 24.0 346 -45.1 3068 w 3010 TR 4 3 8 24.0 34.6 -37.7 3080 DOOR EN05 3 8 24.0 34.6 -45.1 25SH 4 3 5.25 as 35.6 -38.7 6068SGD 4 6 6.67 40.0 33.4 -36.6 28M DOOR 4 2.67 6.67 17.8 35.3 -3&3 30505H 4 3 5 15.0 35.7 -38.8 3050SH ENDS 3 5 15.0 35.7 -47.3 2040SH END5 2 4 80 36.5 -49.0 608DSGD 4 6 8 480 1 32.8 -360 DESCH PRESSURES SHOWN ARE MINIMUM ALLOWABLE VALUES. VALUES ARE TO BE INCREASED AS REQUIRED BY MORE STRINGENT LOCAL REQUIREMENTS I �,�,�,,%, ORO Fieldstone ���,•����, C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERING: KAds 29349 _= O IBRAHEM ELAYEB, PE P.E.# 91476 Q/ �O ■ BENJAMIN NIESE, PE STAT P.E.# 86025 i�� OR101i•••��2�� 06/21/2024 ��i S�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 0 N O ►� I z c � z a zWA� 0 W a Q rMn W A O �a Q � a �LL l� F_ J DRAWN BY: I FAE VERSION: 5.0 SHEET NAME REFERENCE CHARTS SHEET # S5.1J_