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HomeMy WebLinkAbout37941 Dusty Saddle Ln660 - FILLMORE Garage Left - Elevation J3 SHEET INDEX NUMBER: SHEET NAME: NUMBER: SHEET NAME: CS COVER SWEET CS-3 SQUARE FOOTAGE CALCULATIONS F-10 FOUNDATION - SLAB PLAN E-1.0 ELECTRICAL PLANS - FIRST FLOOR A -MID FIRST FLOOR PLAN P-0.1 PLUMBING RISER DIAGRAM A-2.0 SECOND FLOOR PLAN A-31 A-33 MISC DETAILS MISC DETAILS A-3A MISC DETAILS A-330 FRONT/REAR ELEVATIONS J/ROCF PLAN A-331 SIDE ELEVATIONS J A-3.40 FRONT/REAR ELEVATIONS J OPTION 3/ROOF PLAN A-3.41 SIDE ELEVATIONS J OPTION 3 A-40 BUILDING SECTIONS GENERAL NOTES THE STANDARD GENERAL SPECIFICATIONS FOR AMERICAN HOMES 4 RENT s AM14 DEVELOPMENT SHALL GOVERN EXCEPT AS MODIFIED A SUPPLEMENTED BY THESE PLANS. THERE PLANS HAVE DEEM DESIGNED TO MIMT THE REQUIREMENTS OF: 2020 FLORIDA BUILDING CODE, RESIDENTIAL, 1W EDITION OCCUPANCY, R3 CONSTRUCTION TYPE: VB GEILR4Ca GON8TRICTIQN: I. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN Ig NOW (12.1 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROCMB SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8 INCH (15.9 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IB A FLOOR -CEILING ASSEMBLY, THE STRICTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT. EXTERIOR FINISHES: THICIQ4E88 OF TEXTURED FINISH OVER FRAME APPLICATION 814ALL BE PER FDG. R103.1.2 AND ASTM CS26. INSTALLATION O° EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER FB.C. R103.1.1 AND ASTM C 1063. ECISEM; I. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE 18 NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FNISH FLOOR LINE OF THAT PARTICULAR ROOM. 2. IN DIN' LING WITS WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR OUTFACE BELOW, THE LOWEST PART O= THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4" SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER FEC. R6121 FLASHING, L 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 OPENN638. 2. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE FASHION N SUCH A MAKER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMtt"ONENT9. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION-1111E81STA T FLASHING SHALL DE INSTALLED AT ALL REQUIRED LOCATIONS PER (R103A). WINDOW INSTALLATION: I. WINDOWS SHALL BE NSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION I. INSTALL 2.4 BLOCKING AT TOILET PAPER AND TOWEL BAR LOCATICNS, SEE DETAILS. KITCHENS, I. INSTALL 2X6 BLOCKING AT 89" AFF, ON CENTER FOR UPPER CABINET INSTALLATION. TUB AND SHIOIIER ACAS: I. CEMENT, FIBER -CEMENT, OR GLASS MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH A81)M CI288, CI325, OR C1118 AND INSTALLED WITH -8 x I-IA4" DAGGERZ PHILIPS WAFER HEAD CEMENT BOARD SELF DRILL SCREWS W/ COATING 814ALL ISE USED AS BACKERS FOR WALL TILE N TUB AND SHOWER AREAS, AND WALL PANELS N SHOWER AREAS. TERMITE TREATMENT: TERMITE PROTECTION SMALL BE PROVIDED BY REGISTERED TERMITICIDEB, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL 0E ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT 18 N ACCORDANCE WITH RULER AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES 814ALL BE FURNISHED BY THE MECHANICAL ENGREER AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTTER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONAECTED TO THE APPLIANCE BEING NSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES (163 mm) WIDE 844ALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. ENE%Y REQUIREMENT SCHEDULE EXTERIOR WALLS (FRAME) R-B EXTERIOR WALLS (BLOCK) 41 FOIL ATTIC CELNG R-30 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM T14E GARAGE 944ALL BE CONSTRJCTED OF A MIN. s26 GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND 814ALL HAVE NO OPENINGS INTO THE GARAGE. 4. FOUNDATION" AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE INSTALLED ABOVE THE BASE FLOOD ELEVATION AND 814ALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION NBTRUCTION9. 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENBNG APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAM PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED N ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS MI4113. I. OUTDOOR DISCHARGE. THE AIR R7'M01,ED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARSWO TO THE OUTDOORS. AIR 814ALL 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 TO ANOTHER DWELLING WIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAUL 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 MWSMAW Tk"OUGH M15WAS3. THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL ISE 35 FEET FROM THE CONNECTION TO THE TRANSITION DUCT FROM THE DRYER TO THE OUTLET TERMINAL. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 25 FEET (162 mm) FOR EACH 45 DEGREE (0.19 PAD) BEND AND 5 FEET (524 mm) FOR EACH 90 DEGREE (IA RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WERE A CLOTHES DRYER BOOSTER FAN IS INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRA 61TICN DUCT, SHALL BE PERMITTED TO BE N ACCORDANCE WT14 THE BOOSTER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WERE A CLOTHES DRYER BOOSTER FAN 18 INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER IB LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THIS DRYER EXHAUST SYSTEM 18 EOUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." 4. PROVIDE BACK DRAFT DAMPERS AT INTAKE AND EXHAUST LOCATIONS A9 REQUIRED BY FDC. TTH EDITION - RESIDENTIAL CHAPTER 15. ISSUED: 10/19/202 VERSION: 5.0 SQUARE FOOTAGE °�trl(fr� SI DlNG Wlik PREVgILI AND � EC1'�CCODE COME NG OROI p CES OF HYRHI�lS REVIEW DAT CITY OF ZEP HILLS PLAN EXAMINED stairwelvjpj l at Npheet laud above grads, grape, covered AIMRASSETIIAD1110BIEMiBQ. F!. HEATED AREA Sq. Ft MAIN LEVEL I"100 SECOND LEVEL O TOTAL1IFIIRSO.FL(81rhKaawQ 1700 AE1}IODDLOOY:11ti81 nE6,Z000 The W W armcdalated from the aAddsW�aiWda of krNnp, IMIMhp optlrW MalK+d baernrrt optlms as shown. TNs Mae excludes ro uor euuM ttrxe Dlenare I3WT eNDNa OAIBITATIAU tllil CLNIWMCTOI! AD aflE PL)Na aB011! COla1Rk110N IT DRNIaIAa DOIIOT LORAN alSClIC NAUTIaII TO! MR 9TRCTRAL 68QRa CIO EE PRDIO®01' BIGe®! O IEfL101 MK DIaOWMCY axealwr, olMertAttON, ETG1 EINIMI nceE Dlwnrs rNo Tu IaaaCIATm ORWp9a adb INN 04100 e11lLL BE R3CRIm T we a 4ToaFro Ts J o vs O /1 V ' Z 5� eN� (:� O ` W M Z -_go J U ego O ¢ t1 o} F- c0 CO HUNT L J SQUARE FOOTAGE CHART ELEVATION T ------------- I SQUAREFOOTA(iE SQUARE FOOTAGE SQUAREFOOTA(3E SQUARE FOOTAGE =1811 lC" AREA CALCUTAn m HEATED/CONSTRUCTION AREA Sq.FL MAIN LEVEL 1T37 TOTAL HEAIEQICONBIRUCflONAREA Im METHODOLOGY: AN81MS- W The toW uw cslmh ted ham the aftkl*4 ouWds of audnp. IndWnp opaond l.iW bosun' opUons as shoxn. I dos. BUILDING ENVELOPE AREA (ALL AREAS UNDER ROOF) Sq. Ft 6ARA6E 4233 CONS PATIO 96 FRONT COVERED PORCH 113 TOTAL KKDM 13MOPE P&CMQ 2429 METHODOLOGY WYAmo Envelope Anw- The total usa calculated, Indmling Heelad/ConW Wbn area as colmAsted, an0 also Indudln0 perepe, covered pad*or&-. MAXIMUM DEPTH = I 6T-O" MAXIMUM WIDTH - 40'-0" ''MAXIMUM BUILDING HEI644T A.F.F. = 19'A- J O N cm 0 r O CD �UWz2 O _5a U JO ego O a tL -�:- W co cc c a 4 N AC SEO✓RID SO 353' PAD tl I I 11 i i I PATIO SLAB 'a Y 4" CONCFEM SLAB MM. N + I 1 I I OVER & MIL VAPOR - I I BARRIER SLAB SHALL IW 9 8� I orE�BEIO'IESH I m aS IL rc I I s I 4" COw SLAB MIK j I mm II — - HVAC CHASE BAND CN �i LOCATM CONCRETE SLAB I I 4" CONCRETE SLAB Mk OVER b MIL VAPOR BARRIER SLAB SHALL BE CLEAN CQIPACTED FILL UY FIEIER'ffSFI I n I 7'-3" 6'-IIVi' nt o- a 2'1' I II 20,-3" IICQCIIRFOR I I 1 —Jul II ISLATOII I --------- II - B. A. D I I I d I m m II I m — b 11 9 13'-4y4" 2f-bXj" 4'-ImA/� 0 1 I _ Q 1 CRE S 4- E SLAQ MN OVER MIL V AN CO'll"ACM FILL W FFIEIERI I I � I - I I I I — — a I -, I s— 7_8„ H SL CGICIffTE SLAB MIN. OVER 6 L ��� I I VAPOR BaiRER SLAB 9NAu SLAB MIN y' I I OVER CLEAN C01'TAGIED FILL YV I 9 r'CON- UY FIM 1'E,He 1N FlBER'ESN L1 (_ — — ' _ Al -- — — — — — — — — — — — SLAB PLAN - ELEVATION V FOUNDATION FLAN NOTES ALL WOW SHALL EE N STRCT COIPLWCE UITH BUU.DM CODE, RESIDBITIAL, AND COWTY aMDWY, DEPARIME T. STRIP TOPSOIL, TREES, STUMPS, ROO" ETC. FROM ALL ARIAS "FE C010I111=04 WLL OCCUR UNO. FILL SIMLL BE MftY OQIPACiED, CLLAR 9a1DWY MATERLWL: FRS OF ROOM, CMMIC MATTER OR ORBt INTERIOR EEARl% LOCATIONS SHOULD BE COOMINATED W1H TRIM MAAFACTIM ( STRCNRAL ENGWEER FROVIDE SOIL TFEATMNJt AO VAPOR BARB IM AT ALL SLABS (NTEPSM. SI AM DEVBORBNT DO NOT WALL MIN DRAMMA VOW LIWLOWY ORW3NTATM YIN CORRAC(O! MO SM ft" BERM CCNYRCIIOL TIEWE DRALW WW DO NOT CONTAIN WFLCFC WFORIATKR FOR Am WTRIICTR4L MNIM (TO LE FIWIYDm BY E4W1m CP I1IMA MIT WARK T BErtm (MNKINA DRADrA AID THE 1NWWE GRIM & AO DR40AGOOCim DRAMWW MINIU WTO WN/R T ONCE * N t CRNTRACIOR At ONAB AND NO COAIDITL CMI MVLLOCMI P se UNR CIDt ANI . T{! WM0N§COOPIATQWAT MM AL IRE RRIPOIYY OF ItO MST ILL R FIC14. 4 TO OF LOCAL eIri ATE 1 TO COIFLT ON MATE MAX" cmEs um � m 0� o A o�q 1�1 � r. m© mm— J O 4) cm O cc J cc I Z Q N to O U W Lo Z cc _5a J U Woo cn OQU-. W�J_ LL Co c} O o�= �--- CO rn a LU CC)v) N F --i L_ J --I R. VERSION: 5.0 11 I.LAB PLM WI�I F-1.0_ FLOOR PLAN NOTE5 PROVIDE VP (MWW) GYMN WARD SEPARATION AT WALLS AND 50 TYPE X CELW-A IN TNE GARAGE ADJAMW TO TNE MAIN i4aw 40 ATM All" WASWING MACHINE 15 ALWAYS LOCATED LEFT OF M DRYER XESS NOTED CNERUSE. ALL EXTERIOR WALLS APE ORAN AT V CM XESS NOTED OTHERM ALL INTERIOR 40 WtION WALLS ARE DRAM AT 31,2* UlN.E56 NOTED CTWRIIASE. LEADER FOR POST RjXR 10 AT V-V v/ -Y-4'aG 4 SECOND FLOOR 16 AT l'-V W V aA NANDRAL NEW 614ALL BE 30 MEASJW VERTICALLY FROM THE NOW. OF THE TREAD. (-) DENOTES EWES WIM PRIMARY QATH— V-4. CLG VINYL MAW 0 is Sm to a ON 25 014 4 29 SH SET Sam PRIMARY FAMILY IQ tQ 5u 1 TE ROOM lj'-4' CLG 9'-4" TRAY CLG. VINYL FLAW YINYL FLANK COVERED PATIO v 4"CW A FF V- CONCRETE CONCRETE (Typ 34'*r SHOM CPT. Ter GLASS I '-4* F—Daoam-----j seas 29 SH 34 112' AFF. ROOM DINING ROOM ig —9 T-4' MG .�t. 1 X VINYL VINYL PLANK it NMI SINK JIVDISP ITCHEN 2 V-4' CLO V-01 K VINYL PLAW DROPPED 4' '-1 2'-WS'! 12, ho � RANGE - * wim e PANW (S)SW BEDROOM 3 ........ VENT LOCATION LAUN. T-4' C4.6 VNYL FLAW, 91-41 CLO 9--4- ad —L PLAW YNTL FLAW FOCIKET OFFICE it CPT. DOLLARD, (rmj 14YAC CLOSET Lin IL 'eATH :2', 2-CAR 5ARA6E VNYL MANIL Q 9'-4' CILG AFF IFo ER CONCRETE I -Y-4CLG GARAGE WALLS C0110N W11I4 LIVING AREAKIST HAVE WDRYtIALL K SEPARATION (mk 20 MIN FWJ 7 2 RILLin ----- ---------------------------------------------------- - 7 V-4 EtVROOM 2 T-4* CLG HBB VINYL PLAW, lb,-r x 1,-r OJ-L GARAGE DOOR m to. 2'-14 3'-4' 2 -2" 1 2 PORCH S' 4- FLO AFF 25 54 ?-J 25 SH •— --- — — — — — — — — — — V-0. W-W m 8" X-10" W-101. ATdW vefER 201-01 L I -1,-8" 12'-4" 1 ELEVATICW SET Saw AT V-r WT. FIRST FLOOR KM - EHAnON V muMUWMW= vr.m 00 NOT 5CALl MW DTaR DR410M VOW 111DWS ~Ar4k UN CONTRACTOR AV am KIM DOTE cownacnam. nm DRIUM DO NOT CONTAN 545CFE NFOWATION FCR)W 81WROAL Ea"mrs (TO Im PFOVM BY ENUM OF ffl�l ARr DIGOW-ANCY (011196M ORWATM E*tCJ 5EIVEEN IWE DRAMM " Df AGGOMATED DRAWNGS 0" 92 DRAJNA' MALL W IQPQWI To WWRACTOR At CNCE *0 NO o"Inctck SIALL PNXM WIL CORRIM. M C4RnVCM A8aHlS TMI! TO PUT ALL REQN431M CIF LOCAL P&DM CIFOALS 4 TO CM'PLY Un4 CATE 52.0mcam 4-J 00 0 Q -Uj 134 0 4 uj cl 4) __j 0 La cc a K cl) mw� C/) 0 ozm := 15 < LL Ilia cc -A ego 0 co cr- . 0 Zi 0<11 E'O cd -, LL- Co 1 0 CD x (L ccMN MIN r- -I L -i onime I m ] VERSION: 5.01 INEFINE ROST RIOCIR PLAN mW# A-1.0_� I I ATTIC VENTILATION: ow so Fr ATTIC SPACE / i so Fr vemATov <A.aLATOO R9q.ECt 50% ROM AND Wt SaM YM 245 SO FT LINDER FlOa ATTIC / 300 8Q FT / I SQ FT - M SO FT VENTLATION MIRDSEVENR .104SQNEAC44(4'VENT) wRrr YEW - 9 so IN EACH 80 SO Fr x 90% - 4M 50 Ft 1404,403 50 Ft LOW 403 60 Fr x 144 W IN -58032 W IN FlEaMINED (6) CW-RIDGE MAT x 104 SO IN -624 SO N LOW "W. 4M 80 Fr x 144 80 IN -58032 SO IN R5WMM SM /S.658OFFITVENTS (CCNTKIMVWWSCFFIT) cmemwA ffucco--�- . . 61 RAISED, sn= im COACH LrA4T PER Comm SFIECA 4- RAISED STUCCO ---, STOW VENEER PER C4tt%rtY SPECS (TYP) EIDDE1000 V9 r-71 M Fill FF-I F-1 Fl r=7 FRONT ELEVATION V OPTION 3 muw�" Maurw"= REAR ELWATM OX �Wwm= mmw�ff 6/0 PITCH ARCH 64WA.E RODE (TYP) 6/12 MTC14 6 AFZ14 54WA.E ROOF (TYP) .M FITC14 ARCH 044MLE ROM (Tyr) DECO. VENT —R-AS" —61FME2E b&WARD 4 BATTEN SONS MR C". SPECS --rt MUM L6 -Apq ul W- UDE BOARD 4 BATTEN &UTTERS PER COMITY SPECS MM) PIN FLR ELEY F- 0 La cc CD a z cl) U) oLLJ zig 0 5 < [tin -J U ego cnO Q E w =— LL. 0 tOn a. CO NLU F -1 L -i VERSION: 5.01 1� REM ELEVAnoH we A-3.201 CUIDMOA W= FER COM SPEC& CEMENTmals SA= PER can RlGlfr SIDE 8"ATION OT OPTION 3 smuw= wmawww 12 6A PITCH ARCH SHWAS IWOF (Tyr) 6A2 PRW 610 PITCHAW44 M4WAE AWN M4WGLE MOLT. Mr) FM (Tyr) LEFT SIDE ELEVATION V OPTION 3 �Vrwvr= �Wwr -MARCEM RBIDCYI LM, FM FLR Eak� S! LE ui o 4) vs F- 0 o K Z) C, 2 v cl) C/) 0 W LO Z LL U LU -j boo Cl) E w co cr L La- Lj Cl) N BUILDING SECTION NOTES REASE NOTE ME MAU AM 57MMT A90MVM, WEIR TO SiRICARAL SNff%FOR MOPE WWdL TIM SECnM 911LM TO 0TWR REVAT 00 AND 081 MM bb EXTERIOR IIW.LS GCOLUMN DETAIL 1 FAMILY ROOM BUILDING SECTION ABM � WWW=WWeSOITS7W.l-.LEBNMMSIWN PRE-MANFACIURED TRWSES NS "TIRI FER FlSC NO MMT FM SISlSTIFD W 4 MWV APPLICATION POCKET LAUND. OFFICE CZWAM, .ERT7E TREATED 8OIL WVAPOR a4I R W BUILDINGSECTIONSAX SINEW-" WSSMYITWOM-ALLWAIOOW YM 0 6� FREAWAFACSRED TRIAGES KITCHEN C&PACIED. TEMM HEATED SOIL WWAPOR GI WER BEDROOM 5 M"TM Fm W- AND ENEIE.Y FORT SI8STIED WIN FEW" APPLICATION M -Bagj 9 WIDOW LNE m flN RR ELEv FOINDATION (SEE STRCIIRAL FLAN) SA2 PRCN AWA S 4WA.E ROM (7YP) FOWDATM ISEE SI1iIrn" FLAN" SMN Am oEtisare7r DO NOI OCxE iN.E DR/OYA YMRY QILDNS OR.RAMN UM CONMCFOR NO $a RAM MTOIE CONSTRCNOIL nm DRAT NfiS DO WT CQOAN VECRC 00"7101 FOR ..ICUM SIRISSS RO BE FRNOlD SY Dium CF RFCQOA MY DMCIS}ANCY (NOW AOM.OAMI(M IWM DRAW" MO WE ANOCIM DRASY!.WAr SI. MULLa pill DT pNIRACTOR AT ONCE AND N0 COSTAICiKN MULL MW = WiL CQS15c®. 7I. CONIRACTORASSISS7I6 IeeraieMun v?w ALL WALM4910nCFlaxOL DWS :FMAL6 a 70 CQRT.M SrATE RRDNS CWU ]��11 N O� �I x ��Q N IWel.es wlr. MOM J � N O � 0 cc 1 a Z a f4 M w S cn U z M OM =5a cc LLI J cc U �00 U. W E U) C6 LL ca _ � o} X Erna LLJ CO c^h N 1 L J i.! I M. VERSION: 5.0 Sfl.. SUNJ)ING SECTIONS St. A-4.01 ELECTRICAL LEGEND BOA! GAS LINE �t} RECESSED Gllill LIGFIT � CM COLD WATER {�} FLUSH PIOIN7 LED 0 ELECTRICAL PANEL S� WALL I'IOINIED LIGHT ELECTRICAL PETER � WA EXTERIOR � AK 700 A V PETER MAN COT'BO Dom' WFGFI .'FLOOD LIGlIT R.I. O AMP MAN •� g'_" A LUG NIERIOR - PANEL 9 r _______-I e I 4' m" I m OF I 4A0 AL UP CABLE -1 j I I i � -9 / I I J0. I I CROWDING ELECTRODE I I SHALL COMPLY WITH L SEC 25052 t 4'-11" db = v ELECTRICAL RISER DIAGRAM a l 3 3 44 4 -M' wB N?S. ----- _ �II — Jlu db - ` BTRJGUFED 3'-�'i' 4''BK" I'- +" - 3 99 MEDIA CABINET TO _ .©�� — — — W INCLUDE CATS/6 COAX Lwl OF SPACE 1 GFf—GFi v d622 + db db AND POOR .-------MM A HUBVERIFY EXACT a� RcliIm1w, LOCATION AND I'IOIPRO HEIGHT Q '--------- ' PROFt TO INSTALLATION g�5W '.__________-: +42'CATS/OAT6 Mdb GFI W GFI W 4 OPT DEDICATED 50 A M LI V (I4 30 NBl4 7400IF iEaAliED BY CODE/ l as c/ n p i" gr I I $ II - u� ItIy, o ui C ®R 0 W C\\\�� 9 -5" \ F -I VYP I ._ - — — — — — — — —...-------------,...� FlFW FLOOR ELECTRICAL PLAN - ELWATM V Llu L 7 L J NI! I IUL VERSION: 5.0 S m ELECTRICAL PLANS FINST "00 .t. 1E-1 -0 BATH s-= OW AM DEYMAM W DO NOI SCALE TIRE DOWA YRPT OU LDND CMWATO/ WTI CONRA.'TOR Al) S M FLAY OFM OO4 IMUC L %M DR&M DO NX OMAN VECRC WCWL41M MR AW .RCIUAL mmm RO EE MWYCED SIT.YAm CF REGOOl MY DOO MMAA:T (M MNCK CRWATCRM 11R! DRAMNSS All Tic ASS=rED DIWRISS Mdla SSE DROADO SNALL Be REPoRIED To tlNIRILf00 AT OIL AO NO ca&Tm CTICN SHALL FROG® DAL COINGM. THE CWTVACM ASMR M lerO Y.LTT TO MET A.L IE0ANS."S OF LOCAL MLL TO C?RY WTI WAIE .RDNS CCDFA 1 i +l cq Q• 0cn w aQ >LLI A` J A o x ��a J � O N � 0 cc CD Z � N (n w Z g o MOM I.L =_ J U ego OQU- W a�_' � co 0 pax �C a.^ CC co N r— a�IR R VERSION: 5.0 aen� FIRST FLOOR Yee E-1.0 IIOIgEYYRAP RAR@ RAPE ALL ampurw" re[� JONM OVEE ERrgmat MOVEIRM � .SFIATINGPERSPEICAHEAhNO ISRRLOGFELTREIWEN RASING TO OVERLAPRURN� HOUSEWRAPRAE AND RAINING Sys .sy.y��zs'`~' E1ICRV9i-1YPICALUP S �INRLLWyyy RUNR9R DWA WALL FTANNG.E ED1PS' FLASHING, MM30IP S VMBCMLY WMN ' VERIICAILY {PAN VE PPQIE000N VOMCAL PROALIM AROVESUEFLOOR►. MCAL AROVESIJIM) ,TRM MATOOVMFACE TOOUEDEFA 0P WIEPNOIB ATCOURSE OFNRCK TRICK R -2f O.C. HORIZON�NGY THRU-WALL FLASHING NOT TO SCALE HOWflVRAP RARBt- COOMMIE 11611 willow FELT APPHCAMION W1RSE M=VENEER E FOLD HOUEEWRM DOWN OVER HEAD RAINING AND APPLY CORNR PATCH EXTENDING 1' MN. MOND RARHL CTR REAM HEAD RASNG OVERLAPPING WINDOW RANGESAMN.OF?-INSTALL UNDERHOUSEWRAP APRY UAY P LASHING OVERME WINDOW RANGES -MN. 1'AROVE tEADADTOVMAPATSLL BMK NIMU01t PERLN9ER GAP W / MONNRPANDM FOAM OR SEALANT TAPE SEAM OF OVE RAPPING PLASIIC SLL WINDOW OPENING FLASHING NOT TO SCALE — — — — —� cANE9owleEOcclNs SEER EEVAilOt6AL0 DENS 12 SBIK1a � TIWAROOFCOVEINGPBYEC TWRYaLROWMMPBVW T w-4IIDOFNIIMIMPBSPEC ROOF TYPK'ALq!ED PERSPAS; 1OP� RMERIDMEVA1KItR M.K CIG. 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DO N71 CFM °EGFIG NQNATKM FOR MY FMwMlwpdfmaa1pICx1UL EL@BOM rto F IiHEM MC OCAUDMCMCY IRm INESE 40 01*0 TLElE ORMx & A, DAMMMAMOMT&ALL fa �:dkr NTE liLYM t IMlC7 o T C*NIRALTQI At ONLL Mb 110 ccNeT m cc a PRoceSo uTL�.M COOMIC-MELRAVr a l IltlYAM CF 10 & ALL PE00R8 4TO CF LOCAL IMWM N VrATE 1 f0 CQYLr IRTR lfATE eanrm c4m i"1 J N m O ~q� A o�q r RMRERRR! women �R N J O � 0 cc L �R M Z = N (JO w a tJo U Z co O =ga J � U 0 c OQi W_ 1 } O pax pew �MN (— L I mrRe I RR VERSION: 5.0 lmmv. k3A GENERAL STRUCTURAL NOTES: 1. ALL WORK SHALL CONFORM TO THE 2020 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 CML/SITE DRAWINGS. COORDINATE THE STRUCTURAL DRAWINGS WITH THE REQUIREMENTS SHOWN IN THE OTHER COMPONENTS OF THE CONTRACT DOCUMENTS. 4. TYPICAL DETAILS AND OTHER SECTIONSNETNLS APPLY TO CONDITIONS THAT ARE SIMILAR TO THE CONDITIONS DESCRIBED IN THE SECTIONS/DETAILS, EVEN IF THEY ARE NOT SPECIFICALLY REFERENCED ON THE PLANS. S. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEANS, METHODS SEQUENCES AND PROCEDURES OF CONSTRUCTION, INCLUDING BUT NOT LIMITED TO TEMPORARY SHORING AND BRACING. 6. DO NOT SCALE STRUCTURAL DRAWINGS. IF DIMENSIONS ARE OMITTED OR NOT CLEAR, CONTACT THE ENGINEER. 7. CONSTRUCTION SHALL COMPLY FULLY WITH THE APPLICABLE PROVISIONS OF OSHA AND THE LOCAL GOVERNING CODES, CURRENT EDITION, AND ALL REQUIREMENTS SPECIFIED IN THE CODES SHALL BE ADHERED TO AS IF THEY WERE CALLED FOR OR SHOWN ON THE DRAWINGS. THIS SHALL NOT BE CONSTRUED TO MEAN THAT REQUIREMENTS SET FORTH ON THE DRAWING MAY BE MODIFIED BECAUSE THEY ARE MORE STRINGENT THAN THE CODE REQUIREMENTS OR BECAUSE THEY ARE NOT SPECIFICALLY REQUIRED BY CODE. 8. THE ENGINEER'S SEAL APPLIES ONLY TO THE STRUCTURAL COMPONENTS ON THIS DOCUMENT. ALL DIMENSIONS ARE TO BE VERIFIED WITH THE ARCHITECTURAL DRAWINGS, ANY DEVIATIONS OR DISCREPANCIES ON THESE PLANS MUST BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER OF RECORD. BACK CHARGES WILL NOT BE ACCEPTED, REGARDLESS OF FAULT, WITHOUT PRIOR NOTIFICATION BY BUILDER WITHIN 48-H0URS AND INVESTIGATION BY FIELDSTONE. 9. THE TERMS'CONCRETE SCREW AND MASONRY SCREW SHALL BE USED INTERCHANGEABLY WITHIN THESE DRAWINGS. CONCRETE/MASONRY SCREWS AS GENERICALLY SPECIFIED WITHIN THESE DRAWINGS SHALL REFER TO ONE OF THE FOLLOWING ACCEPTED MANUFACTURER PRODUCTS: SIMPSON STRONG TIE TITEN TURBO, GENUINE TAPCON, OR HILTI OUIK CON II. DESIGN CRITERIA: 1. BUILDING RISK CATEGORY =II 2. VERTICAL LOADING: ROOF TOP CHOIR LIVE LOAD =20 PSF (REDUCIBLE) ROOF TOP CHORD DEAD LOAD =10 PSF ROOF TOP CHORD DEAD LOAD (TILE) =15 PSF ROOF BOTTOM CHORD LIVE LOAD (w/ STORAGE)= 20 PSF ROOF BOTTOM CHORD LIVE LOAD (W/o STORAGE)= 10 PSF ROOF BOTTOM CHORD DEAD LOAD =10 PSF FLOOR LINE LOAD -40 PSF FLOOR UVE LOAD (SLEEPING ROOMS) =30 PSF FLOOR DEAD LOAD =15 PSF DECK(BALCONY LIVE LOAD =40 PSF EXTERIOR FRAME WALLS w/OSB =10 PSF W/STUCCO -15 PSF w/BRICK -45 PSF INTERIOR WOOD WALL =7 PSF STAIRSAANDINGS -40 PSF SNOW CRITERIA: GROUND SNOW LOAD (PO) =0 PSF SLOPED ROOF SNOW LOAD (Ps) =0 PSF EXPOSURE FACTOR (Cal =1.0 IMPORTANCE FACTOR (4) =1.0 THERMAL FACTOR ROOF SLOPE FACTOR SNOW LOADS ADJACENT VERTICAL PROJECTIONS 8 LOW ROOFS ADJACENT TO HIGH ROOF ARE INCREASED FOR THE EFFECT OF DRIFTING 3. LATERAL LOADING WIND CRITERIA: 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 S, SEISMIC) =20DO PSF LATERAL EARTH EQUIVALENT FLUID PRESSURE WALLS UNBRACED AT TOP =40 PCF WALL BRACED AT TOP -55 PCF S. GUARDRAILMMDRAIL 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 LOAD. DEFLECTION OF GUARDRAIL SHALL MEET THE CRITERIA SET FORTH BY THE INTERNATIONAL CODE COUNCIL EVALUATION SERVICES (CC -ES) AC 273 -'ACCEPTANCE CRITERIA FOR HANDRAILS AND GUARDS.' FOUNDATION NOTES: I. 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 6 MIL (MINIMUM) POLYETHYLENE VAPOR RETARDER AGAINST SOILS WHERE CONCRETE IS TO BE PLACED; LAP ALL EDGES B INCH (MINIMUM) AND SEAL WITH ADHESIVE 4. WHERE FOOTING STEPS ARE NECESSARY, THEY SHALL BE NO STEEPER THAN ONE VERTICAL TO TWO HORIZONTAL U.N.O. S. FOOTINGS SHALL BE CENTERED UNDER COLUMNS AND WALLS UNLESS SPECIFICALLY DETAILED OTHERWISE ON THE DRAWINGS. S. 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 FOOTNG EXCAVATION AFTER SU"RADE APPROVAL, THE SU"RADE SHALL BE REINSPECTED BY THE GEOTECHNICAL ENGINEER# TESTING LABORATORY AFTER REMOVAL OF WATER OR FROST. 7. CONTRACTOR SHALL FURNISH ALL REQUIRED DE -WATERING EQUIPMENT TO MAINTAIN A DRY EXCAVATION UNTIL BACKFILL IS COMPLETE FOUNDATION NOTES (CONTINUED): 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 BACKFIWING OPERATIONS ARE TO BE CARRIED OUT PRIOR TO PLACEMENT OF FLOOR SYSTEM. 2. WHERE BACKFlLL IS TO BE PLACED ON BOTH SIDES OF FOUNDATION WALLS, PROVIDE A BALANCED BACKFILL AGAINST FOUNDATION WALLS TO ELIMINATE LATERAL LOAD EFFECTS, OR PROVIDE NECESSARY TEMPORARY LATERAL SUPPORT TO THE TOP OF THE WALL UNTIL PERMANENT SUPPORT IS INSTALLED. 3. BACKFILL MATERIAL SHALL CONSIST OF CLEAN, WELL GRADE GRANULAR SOILS, FREE OF ORGANIC MATERIAL AND BE COMPACTED TO 95% OF MAXIMUM DENSITY, AS DETERMINED BY THE MODIFIED PROCTOR METHOD (ASTM D1557), IN LIFTS NOT EXCEEDING 8 INCHES. CONCRETE NOTES: 1. STRUCTURAL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE PER ACT 332'RESIDENTIAL CODE REQUIREMENTS FOR STRUCTURAL CONCRETE'. 2. CONCRETE PRODUCTION AND PLACEMENT SHALL CONFORM TO THE REQUIREMENTS OF ACI 332 'RESIDENTIAL CODE REQUIREMENTS FOR STRUCTURAL CONCRETE' EXCEPT AS MODIFIED BY STRUCTURAL REQUIREMENTS NOTED ON THE DRAWINGS. 3. CEMENT SHALL CONFORM TO ASTM CI SO'SPECIFICATION FOR PORTLAND CEMENT.' CONCRETE SHALL BE NORMAL WEIGHT, UNLESS INDICATED OTHERWISE. 4. CONCRETE AGGREGATES SHALL CONFORM TO ASTM C33'SPECIFICATION FOR CONCRETE AGGREGATES.' 5, REINFORCING SHALL CONFORM TO ASTM A-815 GRADE 80. 6. REINFORCEMENT SHALL BE FABRICATED AND ERECTED ACCORDING TO THE ACT STANDARDS: 'DETAILS AND DETAILING OF CONCRETE REINFORCEMENT, ACI 315 - AND WAMIAL 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' MNIMUM 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) Y (#6 REBAR OR LARGE;) 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 DI A SPECIFICATION. 10. CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH AS FOLLOWS: FOUNDATIONS 8, FOUNDATION WALLS: 2500 PSI SLAB -ON -GRADE S CONCRETE BEAMS: 25M PSI I1.CONTRACTOR SHALL TIE REINFORCING STEEL SECURELY IN PUKE 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 31 S. LOCATION OF LAP SPLICES SHALL BE AS INDICATED ON CONSTRUCTION DOCUMENTS. 13.130WELS 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.) 6XS.W1.4XW1.4. WELDED WIRE FABRIC SHALL BE FURNISHED IN FLAT SHEETS (ROLLS NOT PERMITTED) AND SHALL CONFORM TO ASTM A-1054 AND HAVE A MINIMUM SIDE AND END LAP OF 8 INCHES. • MICRO- OR MACRO- SYNTHETIC FIBER REINFORCEMENT FIBER LENGTHS SHALL BE 1 /2' TO 2-1/4" IN LENGTH. DOSAGE AMOUNT SHALL BE FROM 3/4 TO 3.0 POUNDS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116. THE MANUFACTURER/SUPPUER SHALL PROVIDE CERTIFICATION OF COMPLIANCE WITH ASTM C1116 WHEN REQUESTED BY THE BUILDING OFFICIAL 1S. 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 1.1/2INCHES 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 AC 308.1 'STANDARD SPECIFICATION FOR CONCRETE CURING' AND ACI 30OR *GUIDE TO CURING CONCRETE'. 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 PM - 1,15W 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 ETHER TYPE M OR S UNLESS SPECIFICALLY INDICATED OTHERWISE USE EITHER PORTLAND CEMENTNME OR MASONRY CEMENT FOR MORTAR. S. GROUT SHALL CONFORM TO ASTM 0476 WITH MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 2.500 PSI. 6. STEEL BAR REINFORCEMENT SHALL CONFORM TO ASTM AST 5, GRADE S0. 7. VERTICAL CELLS CONTAINING REINFORCING AND GROUT SHALL FORM A CONTINUOUS CAVITY, FREE OF MORTAR DROPPINGS. S. VERTICAL CMU WALL REINFORCING SHALL BE AS NOTED ON THE DRAWINGS. DOWELS TO CONCRETE FOUNDATION TO MATCH SIZE AND SPACING OF VERTICAL REINFORCING UNLESS NOTED OTHERWISE. REINFORCE CMU CORE AT CORNERS, EACH SIDE OF CONTROL JOINTS AND EACH SIDE OF WALL OPENINGS WITH (1)-" CONTINUOUS VERTICAL REINFORCING BARS. MASONRY NOTES (CONTINUED): 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 SPICE LENGTH BEND DIAMETER ACI HOOK 04 2W 3' 1w #5 25' 33/4' Ur #6 34• 4-1/2' 11' #7 5 13' 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 YAW UFT GROUTING' OR "HIGH LIFT GROUTING' AS OUTLINED IN THE NCMA-TEK 3-2A - GROUTING FOR CONCRETE MASONRY WALLS AND ACT 530/ASCE 5 SPECIFICATION FOR MASONRY STRUCTURES. GROUT LIFTS SHALL NOT EXCEED 5 FEET WITHOUT MECHANICALLY CONSOUDATED (VIBRATED) GROUT POURS. I ZUFTS OF GROUT SHALL L BE KEYED 4 INCHES INTO THE PREVIOUS COURSE OF MASONRY BELOW. 13.MASONRY BELOW GRADE SHALL BE GROUTED SOUD. 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 PM. BRACING SHALL BE PROVIDED IN ACCORDANCE WITH OSHA - CONSTRUCTION SAFETY STANDARDS FOR MASONRY WALL BRACING AND NCMA TEK 3-48 -'BRACING CONCRETE MASONRY WALLS DURING CONSTRUCTION.' WOOD FRAMING NOTES: 1. STRUCTURAL SAWN LUMBER, STRUCTURAL COMPOSITE LUMBER, AND CONNECTIONS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION.- (NDS) 2. PLYWOOD HAS BEEN DESIGNED IN ACCORDANCE WITH 'PANEL DESIGN SPECIFICATION.' AND SHALL CONFORM TO'VOLUNTARY PRODUCT STANDARD PSI CONSTRUCTION AND INDUSTRIAL PLYWOOD.' 3. ORIENTED STRAND BOARD (OSB) SHALL CONFORM TO 'VOLUNTARY PRODUCT STANDARD P82 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 WADS SUPPORTED ON CONTINUOUS CONCRETE OR MASONRY SHALL BE ANCHORED WITH 1/2' DIAMETER CAST4N-PLACE ANCHOR BOLTS WITH 7' EMBEDMENT, 4- (MINIMUM) AND 12- (MINIMUM) FROM END OF SILL PLATE(S), LOCATED WITHIN THE MIDDLE THIRD OF THE SILL PLATE, WITH NUT AND 3•x3'A.229- WASHERS AT THE ANCHOR SPACING BELOW: MAXIMUM ANCHOR BOLT SPACING = 2-0.O.C. REFER TO'PRE-APPROVED FIELD REPAIR NOTES' SECTION FOR ALTERNATE ANCHORAGE APPROVALS. FOR OTHER ANCHORS NOT LISTED, SUBMIT TO ENGINEER OR RECORD FOR RENEW. S. 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 140.1 /NO.2 OR BETTER U.N.O. WITH BASE DESIGN VALUES: N- 875 PSI F- 425 PSI FT = 45O PSI FC- 1150 PSI FV- 135 PSI E= 140O KSI WITH THE MOISTIdRE CONTENT OF THE WOOD IN SERVICE WILL NOT EXCEED 19%. S. 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 (2)) TOP PLATES OF EXTERIOR WADS AND INTERIOR LOAD BEARING WALLS SHOWN ON DRAWINGS SHALL BE SOUTHERN YELLOW PINE NO.2 OR BETTER WITH BASE DESIGN VALUES: FB= 110D PSI F = 565 PSI FT= 675 PSI FC= 1450 PSI Fy= 175 PSI E= 1400 KSI WITH THE MOISTUR% 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 MICROLAM LVL PARALLAM PSL TIMBERST RAND LSL E - 2000 KSI E = 1 SW KSI E 1300 KSI Fa = 2000 PSI N = 2400 PSI Fe = 1700 PSI 10. FLOOR SHEATHING SHALL BE 23/32 INCH, APA RATED SHEATHING, 48/24 MIN., EXPOSURE 1. INSTALL WITH THE LONG DIMENSION OR STRENGTH AXIS OF THE PANEL ACROSS SUPPORTS AND WITH PANEL CONTINUOUS OVER TWO OR MORE SPANS. PANEL EDGES SHALL BE TONGUE -AND -GROOVE. FLOOR SHEATHING SHALL BE GLUED AND NAILED TO SUPPORTING MEMBERS. ADHESIVE SHALL MEET APA SPECIFICATION AFG.01, APPLIED IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS. PROVIDE 0.1 31'x2-1/2'COMMON NAILS AT 6 INCH O.0 ALONG SUPPORTED PANEL EDGES AND 12 INCH O.0 AT INTERMEDIATE SUPPORTS. 11.FOR INTERIOR WALL HEADERS PROVIDE (1)-2X JACK STUD AND (1)-2X KING STUD U.N.O. ON DRAWINGS. 12.FOR EXTERIOR WALL HEADERS PROVIDE JACK STUD AND KING STUD PER CHART BELOW U.N.O ON DRAWINGS: WINDSPEED OF <- 140 EXP. C WAIL HEIGHT SIFT 9FT LOFT STUD SIZE HEADER SPAN (FT) 4 1J/1K 1J/1K 1J/1K 6 1J/IK 1J/1K 1J/2K 8 11J/1K 1J/2K 1J/3K 2x4 10 1J/2K 1J/2K 1JAK 12 1J/2K 1J/3K 1J/4K 14 1J/2K 1JAK ENG 16 1J/3K 1J/4K ENG 18 1J/31( ENG ENG WNDSPEED OF <- 140 EXP. C WAIL HEIGHT SIFT OFT 10FT STUD SIZE HEADER SPIN iFn 4 1J/IK 1J/1K INIK 6 IJ/1K 1J/1K INIK 8 1J/1K 1JfIK INIK 10 1J/1K 1JAK INIK 2x6 12 INIK 1J/1K 1J1IK 14 1J/1K 1J/1K 1J1IK 16 1J/1K 1J/1K 1J/Z 18 111K 1JMK T~ I & WALLS SHOWN ON THE FRAMING PLANS ARE LOAD BEARING WALLS; WALLS NOT SHOWN ON STRUCTURAL FRAMING PLANS ARE INTERIOR NON -LOADING BEARING PARTITION WALLS. 14.LOAD BEARING WALLS SHALL BE CONSTRUCTED WITH 2X STUDS AT IW O.C. MAXIMUM U.N.O. NON -LOAD BEARING PARTITION WALLS SHALL BE CONSTRUCTED WITH 2X OR METAL STUDS (18 GA MIN.) ® 24- O.C. MAXIMUM. IS. STUD COLUMNS UNDER LOAD BEARING POINTS OF GIRDERSSEAMS SHALL MATCH THE GIRDER/BEAM PLY COUNT WITHIN 1/2' TOLERANCE P-PLY STUD COLUMN MINIMUM). SOLD BLOCK ALL GIRDERIBEAMS 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 R802.3(i). 17.FLOOR SYSTEMS ARE DESIGNED BY THE TRUSS AND/OR WOOD I- JOIST MANUFACTURER. INSTALL PER MANUFACTURER'S RECOMMENDATIONS, NOTES, AND DETAILS. FLOOR FRAMING CONCEPT LAYOUTS SHOWN WITHIN THE DRAWINGS ARE FOR ILLUSTRATIVE PURPOSES ONLY TO DEPICT FLOOR SYSTEM -TO -WALL CONNECTIONS. CHANGES TO THE CONCEPTUAL FLOOR LAYOUT SHOWN IS NOT PERMITTED WITHOUT A LETTER AND REVIEW FROM THE ENGINEER OF RECORD. PREFABRICATED WOOD hIOIST SHALL CONFORM TO ASTM D 5055. 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/TP11 'NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION.' FINAL PRE-ENGINEERED ROOF TRUSS FRAMING LAYOUT AND DESIGNS TO BE BY ROOF MANUFACTURERS DELEGATED ENGINEER. 2. ROOF TRUSSES SHALL BE DESIGNED FOR THE SUPERIMPOSED LOADS IDENTIFIED IN THE DESIGN CRITERIA NOTES SECTION. 3. FOR PLANS FIELDSTONE AE IS NOT CONTRACTED TO PERFORM TRUSS REVIEW ON, THE CONTRACTOR IS RESPONSIBLE TO ASSURE THE DIRECT COMPUANCE OF TRUSS MANUFACTURER LAYOUT TO THESE DRAWINGS S, VERIFY ALL TRUSS CONNECTORS ARE SUFFICIENT TO WITHSTAND THE UPUFTAATERAL 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. IF ANY TRUSS CONNECTOR SHOWN IN THESE DRAWINGS CAPACITY HAS BEEN EXCEEDED, THE TRUSS MANUFACTURER SHALL NOTIFY THE ENGINEER OF RECORD IMMEDIATELY. 5. REFER TO ARCHITECTURAL DRAWINGS FOR TRUSS SHAPE, OVERHANG, DIMENSIONS, SLOPES, SPANS, DRAINAGE, BEARING WALL HEIGHTS, ETC. S. 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 SI2E AND LOCATIONS. 7. SUPERIMPOSED LOADS FROM SECONDARY FRAMING Q.E. SOFFITS, PARAPETS, VALLEY FRAMING, UPPER TRUSSES, ETC) SHALL BE INCLUDED IN THE DESIGN OF SUPPORTING TRUSSES. S. CONTRACTOR TO PROVIDE TRUSS BRACING PER SCSI.83IN 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 REINFORCMENT 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 N 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 BEAMIBONO 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• IN) 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 BEAWBOND BEAM. COMPLETE GROUTING OF WALL 2. MISSING/MISPLACED ANCHOR SOLT: SILL PLATE ANCHORAGE SOLUTIONS INTO CONCRETE: A 1r2PxS' TITEN HD WITH 13/4' MINIMUM EDGE DISTANCE AND 8' MINIMUM END DISTANCE IS A DIRECT 1:1 REPLACEMENT FOR A 1/2' DIAMETER ANCHOR BOLT WITH T EMBEDMENT INTO CONCRETE A 1/Y THREADED ROD SET-XP EPDXY T EMBEDMENT WITH 13/4' MINIMUM EDGE DISTANCE AND 7-1/Y MINIMUM END DISTANCE IS A DIRECT 1:1 REPLACEMENT FOR A 1/2' DIAMETER ANCHOR BOLT WITH T EMBEDMENT INTO CONCRETE INTO GROUT FILLED MASONRY (GFCMU): A 1/Yh8' TITEN HO WITH 13/4• MINIMUM EDGE DISTANCE AND 8' MINIMUM END DISTANCE AT W-S" O.C. REPLACES A 1/2' DIAMETER ANCHOR BOLT WITH 7' EMBEDMENT AT V-0' O.C.; LIKEWISE A 1/2'x8' TITEN HD WITH 13/4' MINIMUM EDGE DISTANCE AND 8' MINIMUM END DISTANCE AT 2'3' O.C. REPLACES A I Ir DIAMETER ANCHOR BOLT WITH 7- EMBEDMENT ATV-0- O.C.. 3. 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. 4. MASONRY WALL OVERHANGING SLAB BLOCK OVERHANG REPAIR < 5/9' NO REPAIR REO'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 S. NOTCHED TOP PLATES 8 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 SD%OF THE STUD WIDTH IN NON -BEARING WALLS. IF THE MAXIMUM HOLEINOTCH SPECIFICATIONS ARE EXCEEDED THEN A STUD SHOE MUST BE INSTALLED. STUD SHOE REPAIRS ARE AS FOLLOWS: FOR 2X STUD USE HSS2-SDS1.5 WITH (12)-1/4'Xt-1/2" SDS SCREWS. FOR MULTI -PLY 2X STUDS USE HSS2--#'-SOS3 WITH (12)-1 /4')W BOB SCREWS, WHERE '#' CORRESPONDS TO THE NUMBER OF STUDS IN THE MULTI -PLY. AT TOP PLATES. A HOLE, CUT, OR NOTCH THAT IS GREATER THAN 50% OF THE PLATE WIDTH IS REMOVED FOR PIPING (EXCEPT WHEN THE SIDE OF THE WALL WITH THE NOTCH OR CUT IS COVERED BY WOOD STRUCTURAL PANEL SHEATHING), OR THE PLATES ARE CUT THROUGH. THE REQUIRED REPAIR IS A GALVANIZED 16-GAUGE METAL TIE THAT IS AT LEAST 1-1/2' WIDE AND MUST BE FASTENED WITH (8)-1 SO NAILS ON EACH SIDE OF THE OPENING. JURISDICTION SPECIFIC NOTES: 1. FOR PARTIALLY ENCLOSED AREAS, INCLUDING BUT NOT LIMITED TO LANAIS, PORCHES, AND BALCONIES A 1/Y (MINIMUM) EXTERIOR GRADE SOFFIT BOARD WITH A CEMEWM04JS KNOCKDOWN FINISH IS ACCEPTABLE PROVIDED THAT IT IS PAINTED MEETING THE REQUIREMENTS OF ASTM C932 TO GIVE THE CEILING WATER RESISTANCE THE SOFFIT BOARD PRODUCT SHALL BE ATTACHED PER MANUFACTURER SPECIFICATIONS TO BE IN COMPLIANCE WITH R703.1. 2. THE SOFFIT DESIGN PRESSURE IS AS NOTED IN THESE DOCUMENTS. WITH KAYCAR VINYL SOFFIT INSTALLED IN ACCORDANCE WITH MANUFACTURERS REQURRMENTS AND ]CC -ES EVALUATION REPORT ESR-1495 THE SOFFIT WILL COMPLY WITH R703.1. � `�111111111/// Fieldstone �pMIOf C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERING: No. 29349- O IBRAHEM ELAYEB, PE P.E.# 91476 ■ BENJAMIN NIESE, PE % O STATE OF P.E.# 86025 i����� '•��OR1D0! • 02/12/2024 DATE ���11111111��` :. 1�jE `ih- ia e2yts �oyEB�"sg�8��aa a551frr,E i$5505 �Qh! 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CORNERS 11/112=1 rF26 SS IN SLAB @SHOWER1/r=1'-0• FMM:260 F;Z100 FMCr110 SCALE FGO-120 rOAIENL E1DEgISM FIMM DOR 6•EOd PEEMATIAPPE A RGHNDOR -00 FNSNfaAOE IOOPIE ASRLiiFEO RMEMATISPIFE ; PAca>E:1E» � Pfcs,ETE y: YOWRIOFiaRi1PUN N00U0 RaRM RAM SOEVBYI '1SSYIOGTQINFEID PMXIfVEW F13 PENETRATION • CMU 11/12/2021 NOT TO SCALE FAAM7130 O0011 Fieldstone C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERING: C 29349 O IBRAHEM ELAYEB, PE- P.E.# 91476 ■ BENJAMIN NIESE, PE P.E.# 86025 02/12/2024 DATE ``01,1111111/it sue; N STATE OF • '0 II a�s.r 11.5 i9Ell gZsgs�36gis�§ssa s �a= E �a§12 g��861y3�5 p a=SE §c:l �h6i EHE6s gl�§'s�Jgsg���3 Michigan 3400 Aubum 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.Heldsioneae.com It O H O a W a 1 C7 Z ° 5 a 0 Li J Cr 0 O O LL J U w UJ CC W c� a Y3 M N I- r- L DRAWN BY: F FAE VERSION: 5.0 SHEET NAME FOUNDATION DETAILS SHEET Elt S1.0 7 I u�:'IYI ^•1ali�:dlaI7C7—<Syali'l!' 7<1�:I3'I!" T y all r E El �—-----:--------� z471z47nrcoNc. 2 FTG. W/ #4 BARS 1? I 017 O.C. EA. WAY S1A S1A N I F ®OPT. Sr t§o SCREEN I I` a• r41' - Y RIFY VERIFY MO ro — T s1a sla N m RECESSED SHOWER ® PRIMARY BATH 4 V F N 1< SIA b L � —y 18-r m VARIER o I I ID N fo 19' 2 Fm RI S1A SIA SIB I F nD T 7 Iq FY L: �, a, rMD am VERIFY MO a VERIFY MO VERIFY MO jr 1'-1(r L 4'-0• 1'-10' 21• r-1W T-1U• r-r W-(r 1�-0' T-0' 124' >� 247.247ct2'CONC. FTG. W/ #4 BARS m ® Ir O.C. EA. WAY FOUNDATION PLAN - ELEV. Hill SCALE. NOTE& 1. 311r CONCRETE SLAB ON GRADE OVER VAPOR BARRIER 2. REFERENCE FRIMED FLOOR ELEVATION - am 3. REFER TO DWG S&I FOR GENERAL STRUCTURAL NOTES %% Fieldstone C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERING: 29349 O IBRAHEM ELAYEB, PE P.E.# 91476 ■ BENJAMIN NIESE, PE P.E.# 86025 02/12/2024 Michigan 3400 Aubum Rd Suite 200 Auburn Hills, MI 48326 +1 248.622.4035 Florida 129M Tampa Oaks Blvd. Suite 150 Tampa, FL 33637 +1 813.466.3310 www./iekbtoneae.com 1 04 Wa Z Z CM* ga �j W QJ -jC LL 1rLL C6 J C40 J $— a. 0 MN ```11 `11111111/ 11 - DRAWN BY: FAE VERSION:5.0 * - SHEET NAME •a = FOUNDATION 0• STATE OF ' ��` PLAN -SLAB AXORIOp•' ��`� SHEET# S1.1 J 1111111 FIRST FLOOR WALL/HEADER PLAN - ELEV. "J" NOTES; 1. REFER TO DWO SO.1 FOR GENERAL STRUCTURAL NOTES UN ELAND BOND BEAM LEGEND§ o �• = a � a ad € 9 �i �� �P 9 a' t = ($$ § S� 1; 1.BUOBEN18100:rRlll7(WTS00(IMINi58VIUR0 MAMMOAMMEMSEMOF81MIF LiNNINIMANKFSNFEIB OWWOAM Nam ffWAi. .i D 8 0M8PMON8TKW12rSWL8E /.80O8iW904-0U.NO. SGMO00AURHWNAYWWEA1CU?AP0F4 IORNLIMSSaCONGIiAiEp 5 E8 i.i TWEDISOL o8 F. FII®MIHOAdIF1U=UIHI® O1MfOYOFAFEIMA7 fi g s¢ Eg 3 9 `b � �/BMTOM1 OFIMaGAMY B .. -s § is 16-1 T }} LOMNMYOF583YAIJMP L Noruu M MWA NUM ' •' AUIBATTOPWO)FEW • 1 warm Cw , Michigan OUR 51E8MAtBOITOIORMS. !� 3400 Auburn Rd 1d1' � Suke MO IMaM &Mk Aubum Hills, MI 48326 rx8EW1e8TF +1 248.622.4035 Florida 12906 Tampa Oaks Blvd. Suite 150 Tampa, Fl. 33637 +1 813.466.3310 www.fieldsfoneae.com J v � wM O Z M 50 III on < LL rL D _ C U $_ a m MN r `�I11111111/// Fieldstone C.O.A.# ARCHITECURE: _ DRAWN BY: I FAE AA26002802 C.O.E.# ENGINEERIN No. 8 VERSION: 5.0 29349 _� 1 �_ 7t SHEET NAME O IBRAHEM ELAYEB, PE P.E.# 91476 - '•, WAWHEADER PLAN :' ■ BENJAMIN IESE, PE p • •' STO SHEET # P E.# 866025 02/12/2024 �0 RID ��, j� �NAL F'I.�� S DATE /llllll eA1 --- sla I ROOF FRAMING PLAN ELEV. Hill NOTES: 1. REFER TO OWS 80.1 FOR GENERAL STRUCTURAL NOTES 2. REFER TO MAU ON DWG S4.1 FOR ROOF SHEATHINS REQUIREMENTS 0 Fieldstone C.O.A.# ARCHITECURE: AA26002802 / C.O.E.# ENGINEERING: 29349 E3 IBRAHEM ELAYEB, PE P.E.# 91476 ■ BENJAMIN NIESE, PE P.E.# 86025 02/12/2024 TRUSS NOTES InESOMEMREN01®OMMNa 1. ALLR098SRAPS70WO MAEMIEMAIS 2 ALRa8SMMMMMESPSO1Ml0A 00 NTAIMaEIIEW WD8SalBECUME EO THAMEm3pMSF6111Mfi 0WSAMEISEBM Wu1RY1w(gE08Mv*d jAwL aAEBaM HNAMAYEISEDalAYA TURSOIREFI MOF DEWILLWWWL S LOMFETALRIS9CORE,T MMAEUMMMYE U9®AYCMnNCKR WUPSIREF0UDM 4Ra8M1TOPRaME14waxwo m gMLIIFLYROaRAPEN8 0501AYEA.M.Y 00lSWIMSOEWFUTMRATEITOM O DISCLAIMER ROSSIEEMOMDECOMM MSRSKAWTOARAME MEMVCMfUMP0F1RJaWX MlA9l1AWM R E BIi r831 MUMMY ``x11111111/ i No. 8 Av; 0 STATE OF t4 C� 1E "lit! 2s21i. aS EB E9 ia5�1r s 6gSF�y� ga3 Is FE a!;j,Igs6 1 =sa ShNi!'ga§'.11 S .sss11 43,l1iS 8 file61 Michigan 3400 Aubum Rd Suite 200 Auburn Hills, MI 48326 +1 248.622.4035 Florida 12906 Tampa Oaks Blvd. Suite ISO Tampa, FL 33637 +1 813.466.3310 www. fiiekkgtonese. com It O 0 v W M 1 0 Z ° ga Z < w� J w Q= O LLW1 r J J U r to � W a MN O 1z F— r DRAWN BY: I FAE VERSION: 5.0 SHEET NAME ROOF FRAMING PLAN SHEET # S3.1 J JrATWI WOOD GIWL 2La0a"NSE,11w0OODATTAO®E00E8WF1NM8NIOIRMeIIIIWS,N0WRI pIM81RICMAI1@N1MA00SEMIwMWLPE TWEXWs1R1DDAWSEAO@OWTKWLPSIIYRCMrwfPCITRMe EOFN0INAL MOHWFSIRMI NEFKa1RMI1NFIS•>SIN TIYARIO M DNPBPLW NOTE: I031wAR7NFOMALSW MNWTRHWNHCOA610AM MFM @EOCTRMBPWIEmmmN µAI fflam,a0E0Y9 wq Sm1aM1WEATIIRI SEERM WCURISO ATFew Pmeaeown 110101aVa WL iRM8N100A PERRMI FASW 11EEAROIOw6M NAOIEMAPSIPIMN OETKATTYRCMTRMSIN <fIM YMEE1'SET T11=8402rar MMLrLmmeA WOW TRINEB@S'at RaSTIW ORIN SEAIINOPSIRMI 9FMIwM PSIR/N VASIR gOW 1RMIEIOLNKw "Omwa INEAEQ OI SMC M TRISSI Mw EYIIRIRM/IEW iqB-:Dr1=�MRD0FWW YSO 80141 rOG Ne IAN ------------- O@EAWIIEI'TPIK WLw Ip11R.vip eduNws ➢WWA®roRNF, W IdGW Wl@rat VARO NUM v#M12dMWUEk SmICNnNlS�10aG E0roTFIA MR.MF01ATIADW PKIDG EM 7RMS3aN'O.C. ��� RMAIDSDOILE WAIINOPSIPINN rOUWMLBE: 18A181TPA00010 RNIFORYBIT OF. Roy WALL BRACING @ NON-BRG. EXT. WALL 7n1Y= NOT TO SCALE RW "70 81111cm SE IMPMPINI REEAa®® TReE8a2ro.G 1RINSIRW PSIRMN I00FMWC0YWL -M ` MTHIS PemMIMOW01E PMPL M R0,1)ROOF TRUSS ON MASONRY 7nwAzo21 TRUSS VALLEY SET OVER FRAME 7/161=, ��RACING @PERPENDICULAR BAG. WALL 7n0/202I nw nvAa NOT TO SCALE RWM-0,0 NOY TO SCALE RWO.Oep NOT TO SCALE RWM.OBp CCNCffi,ww(2I10dMu SOAA,,INILSEATINO W0eA0UI81RUC1USl 00@9LH000NF)LIMCE, I PEIPLM 1100WASIUM sNFAtINxaSEERMIFOR ; aIEFASEEAOIGtoPRME raReEADMaNNLeO ATFA01BIf ERORRGIBINN•at RSAT i 019i MSEATEIZ"T.. 1N1CeW9@fO.G ARAOIwGAaE00W®10 WR MTOT1eM W TREM10AMOR TE OW14SW NIKORED ' �' �'' ,a1NT0w" WMLFRM10RSmm Sig1C11NL FERRLMI DOM TOP Tim W/ OUTIil IM VA WSI'j wow COIFpud ass a0u0D31m"ATNo.G J ' II ' SI wis AEW1106HORSUPro1r. IIOMAIROM RA NU310FR0o01AMOEAE 2NaMMOSEITHIS ARMDIwTRISIM'000r ; ,' ' ZX21MUEDGERNING WAN WANWINIIEIWIE BEOPNNd@FAENDro 041NFW8M1fo.G �(. 1EOM0eES&ASNU w reIOST1aET01EE9K NINEW RMBEB NUTROSOVS IM �' W101100WEAMIRSK IYLWO MIMONCO)OF (p1A0ngimmKmAS Y884WBNlE sff MOMTROBLOD. w" RLWNGNETRMSN0E9 RISK TMRIALYBITIRMSwYCIOPEIITElO WMA@ea ,Na0006@MM" T SEEWMIN@FASOwMLYABI so Efl AMROFPITR US 915gW YUFJ�IE WS IRRNSWIRMISXisiFSuNONfewimu SREIOWAM ROO p1N01we p1NN@S@ NK10TO,OMOFS SPRNM20PFFMEWIRDRIVNDRBL18EATFWCM EAIRMICga iRJ96y12d<uf00@f4F0ta0MOePL%afffl 07E®. 1gI�IOL6aO7NDffIM®I NOICHO AL&RO0@0OORME F03MYSOFFNAGM Y4SONNYAIL BOIDffMtllRaffMEOR PeMY60NNO1GM1N1fOC. IC Y RM03EN PE1RMLFORMEDEAM@ Aw ii kw ii ATfN2FBtfaFNt YMA1wC01 MSiRAINOIETAL mpg GABLE END TRUSS BRACING DETAIL uPMt01wN,CAT.e,EF.O yzano2z NOT TO SCALE RyyM.0I0 VAR WATMGOWSOaYAT0MATrA8ad Sm1CRNMMUTPwa M12droSW& WLSEdnwOMKMWATf0t PSIRK 011RId AS.11MMYSMORONGWYM8. x.10YR0MEMOm--V4 x=IOAHOIMEWOIR x.IOSNONEYMX NIEN0UNYOM eAFLIRw IEOWK WLwOPPo811E fAOOFTwa2raa 001ESSWOM 2NWOOStFPAWATW0.G WD9 MWO MATERTNW12,ATfAOIro7;d SEEOFOWK 1. ATVFAINYL87drof81ME0XE2NL'BAO( — — 0 Q OO2 // MAY TRWTOPOOPDWfd1NGw8AT2r0.t ATYYMAOSSORIfEwfeUSE92M'VWaII FA/ I,e,SEEISWROEFOIG E3IE01. j(D C 01 TYROMCMIWML �1NKS3. a18P1WO014TO 114UBEONEVA 13AOfNa\ LO, (. 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Fe1NMF zG1ffESPMAlOM80AW168oV81EaEBOwMO01TRIMAEB FNWIFEIRMN LFKIB@OSAEf2AI03MEWFLw,OAOPT00LIgOe?MKON9,S0170PSETROYWEDIE FFBOON IXINSO 30ONOIAAMOFIME,WOSCM®IORROEIECT B,MOEXOMf • SEA�OwEEIEU6E • fiCAE3rWEENOUSE • f E0E eP7�X0.IE •IIDIE O:RFWOFORNP ORMIESOAiIdI PARTYLYIOODIENNB Rio DUTCH HIP TRUSS BRACING DETAIL STON HIS N,IYzan R1� ROOF SHEATHING ATTACHMENT DIAGRAM waeAIaFINIAxFIFQ N,eAmn R13 MISSED TRUSS STRAP REPAIR 7nRl= NOT TO SCALE FIWLM00 NOT TO SCALE RMA10 NOT TO SCALE RWM-130 %% Fieldstone C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERING: C 29349 O IBRAHEM ELAYEB, PE_ P.E.# 91476 ■ BENJAMIN NIESE, PE P.E.# 86025 02/12/2024 ```111111111 / N No. 8 aw- *Q ATE OF ' . A�ORI00' /i/10NAL � �ASVEtl �adw�T�eo•g Eag �1g21 1113`Al E3 se' IS Michigan 3400 Aubum Rd SuRe 200 Aubum Hills, MI 48326 +1 248.622.4035 Florlda 129M Tampa Oaks Blvd. Suite 150 Tampa, FL 33637 +1 813.466.3310 www.fiekkgoneae.com O 0 v Ce W LA Z C'3 ° � a Z < W� —E w cO o L LL uj cJ U uj � �2 - �Cr N 01 M L _ F DRAWN BY: FAE VERSION: 5.0 SHEET NAME DETAILS - ROOF SHEET # S4.1 HOPN ALMLNG ` IOIE FROMMRIOM ruaPAIN1cE1GE3 C 12NRTHIF rD SD SRaSPIm J SFNIMIK PSIPLMI SEAM RM APE1 RNI EXTERIOR WALL MTHNi SIF101Ne NNl A9RIM1 HOR2pRM FEID 80CINIG R01®PM) S� SPNpIG SPACNG SPICIIG RWIIIM 7ArSIumm tl 200 20.0 120.0 'm EDFATs � S are• SIaENWE0W5PA010 1/23 DWBIEMIMMSPAONO maw" SOMSPINE SAMENOMEN NEO0MAWOINTAI10NAS VNIII&M EXTERIOR WALL SHEATHM aFAITNa NM 1BROM Ia�MFM RID a0000 R38NEIN4 SIE 9PAOlq 9PACNG SPACIIG IiOJIfID 711r81wft tl yx I'm 1200. '/a am SHEWNNLtATORtM DURNWILPM STRO MMEA VIS xALSPACN0a12NFE30 r S sAr aMBENREaESWO1G axiomwNL 11R— au<— &OV11a6M.If Now WIXIN IW813110101O2 01M W01 TYPICAL SHEATHING DETAIL 7/1en02, %,1GABLE END SHEATHING DETAIL 7,161=1 NOT TO SCALE WOW-010 02 NOT TO SCALE WOO.020 00MOMWN1, OW.)IIAXISCMU WEAWROO MNEIET9W DRBIaOa(FP.IBEVBW REMPSIPLM RUTBENIBa3,'IBN 1rLW(W.) AIiBNLCONF. HIMIXONI BON MAMPBIPLW 05FE NVEDBA LIPPEDSMN.0.N0 AIBNTVISMULN SOIORLEcm% PERA AFMARMA VPPEI2PMNOMO. 201016W010AT NLRIE)OELB SEEFOADI FLINNa OBAUFORFOM MINUM � RaaIam BEOW PE WFLKW MOMM000 NM31L OE38V F9000RIA AMMINVOINA y AODR9100TB mu AN)MMOFW31 M ASa7sSIRDWI ATYPICAL CMU INTERSECTION DETAIL WIBI= ATYPICAL RLLED CELL DETAIL 7I1 BI2021 90 DEG. CRNR DETAIL wl COLUMN BEL. 7/11M2021 ..lov �.la �5 NOTTO SCALE WONT-1N2 NOTTO SCALE WOAA-1W NOTTO SCALE WOM-250 I� UEaaa L�,'. r. aaNa�ai, WOODSOOLATMEW UIU MP.T.NIIX70MWOINI INCH RIII&WDOR, ATTMI OTIM50 OROMBINNOTURBOMDUL ATFACHWHIII01110V PERROMP10111VAIMIAL M1EPNIE 3OIaE1IEla10LroMWpM aNTAPOgB®8<2UP•1MC IMSOIIV SOaW a * FIaI BDS N0 120G IawcELy1 tpEeElNErt Wt4 TYPICAL WINDOW ATTACHMENT DETAIL 12/17/2021 N.T.E. WGM7140 II► a" ENENEaL` Naaaiai; - -- 111000a MADIBE 210ROPAEIMTOMAMW aMT4PTeIW1ES<21M• IKW 14Wa1TVSFJEN5E01FBM MAID Ir X REWBEN y 1 IN' BAOMIAIf NIBNATE 1.010UPINIMMMISM M00R ROMEWIKATTACHMTIWS of FKMMNe#O.QMWMIL ARAOIDOORMeSUN10WO R I91R0B0IPROaADMPDX EXI910ACO0wN1 GNVfE00EINID iINCKIS / OPE R WIIFACIFEN T1oIIL • _ � PaW00DBIafNLTaMroOAiy 1R.rTB0L1S0RW.r31 M OR700S47WONAT2I0.011 FRNEroaIOLro WIHNVOMPADIXIMKORM ROIA0FI1fx3V OW8MN R 120OSTAGOMRWar yaNEaNNNLyEI :Irill'�EaN�YN�167NI % TYPICAL DOOR ATTACHMENT DETAIL OW25/2022 TYPICAL GARAGE DOOR ATTACHMENT 7/15/2021 ..1 N.T.S. WOM7150 : Iv NOTTO SCALE WONT-180 SIXIMMILaEATPNa emmsFacRBMMEER FMIUM&MMIP 0 Pau"ISPEIPM NFBare310lmTRINS. 12 WISIMRa8MIMMU FIR as. aPIVLTR00Fww (ORTIEIEI59.) IRI.sRWR31 BIRICLOET/ls INTERIOR FMIAP9103R iPFVM HdWSOLeNNIfiOVIM. SOI MPIMF IN 018M.FOR NLREIP.IEO. NBisnELT.DEras DPFWTt , ; r;,r, FPaIEDavOE °' Y0IWMCH1a.SH 81RICAN WIMSfOR NIMMaM,SOF FM SRUCI MPIFAIME mammmxwksm FIANAMINEIR30 NSa UM PSRNPM PIE•BATIt91®RTOF TRN9E.R 12 U3170TRASMFOUN AWK71IDDFNNBAE �ELEV. pRTLEPEIW4 TRMSI WPER SRO. OErA18 FASOAPER COMwa rm BORTIMAONG PERNPEC UND Ml PEIRAI PREVINTa PSIPUN OP900y11IFEOWT 91 SEESW.FOI ALLREPF.FEC EXTERIOR INTERIOR RAtasFWFL i GM0EvyM '� " CRe,Nff :• SIMP MET4110 WRLI IRIAI FFM S�;,Ft STORY WALL SECTION 7n W=1 %- CAL 1 STORY WALL SECTION 7/18=1 ti,yS02 �y,yB WSNF010 NOT TO SCALE Zzm COp Fieldstone C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERING: 29349 c� O IBRAHEM ELAYEB, PE P.E.# 91476 ■ BENJAMIN NIESE, PE P.E.# 86025 02/12/2024 `111111111���� ,►MIN i S OF �*OC R1914 • ' ���� '11/1�i�� �NAL II �tTi,s=g5 sgIS, S6af�:Aag�T��7�� I�n'g '�:z���a36iES Eir 3 Michigan 3400 Aubum Rd Sulte 200 Aubum Hills, MI 48326 +1 248.622.4035 Florida 12906 Tampa yaks Blvd. Suite 150 Tampa, FL 33637 +1 813.466.3310 www.HoWtoneas.com O 1 V) W LO Z C'3 ° g a Z s w� w J0 W OJ U) OLL Q er U W } J I=- i o} c—Q� a <6 CM N 0 IY F— I DRAWN BY: I FAE VERSION: 5.0 SHEET NAME DETAILS - WALL SHEET # S4.2_ 1. d 140 WINDSPEED CHARTS 2020 FL - C & C Pressures (ASD) BASED UPON 10 SOFT AREA Roof Pressures Wall Pressures Gable Roof Pressures I Hip Roof Pressures Zone 1 1 Zone 2 Zone 3 1 Zone 1 Zone 2 Zone 3 Zone 4 Zone 5 1 19.1 -36.4 N/A N/A 19.1 -47.3 19.1 -34.2 N/A N/A 19.1 -47.3 25.7 .27.7 25.7 1 -34.2 Zone 2e I Zone 3e 38.2 -83.7 19.1 -58.1 Zone 2n Zone 3r 19.1 1 -5&1 19.1 -69.0 Zone 2r W7 I -1MA Components and Cladding Pressures (ASD) - 2020 FL Positive Ne ve Wld%h Height Effective Pressure Pressure D"Motion Zone M (ft1 Area fti 1Rl illm 16070 OHGD --- 16 7 112 25.1 -28.0 8070 OHGD --- 8 8 64 25.1 -28.0 3068 DOOR 4 3 6.67 20.0 24.4 -26.6 30M DOOR END 3 8 24.0 24.2 -31.5 255H 4 3 5.25 15.8 25.0 -27.1 255H END 3 5.25 15.8 25.0 -32.9 60805GD 4 6 8 48.0 23.1 -25.2 2868 DOOR 4 2.67 6.67 17.8 24.7 -26.9 3068 w/3010 TR 4 3 8 24.0 24.2 -26.4 Zone 2e Zone 3e 19.1 -47.3 N/A N/A Zone 2n 1 Zone 3r N/A I N/A N/A I N/A Zone 2r 19.1 -47.3 PRECAST LINTEL GRAVITY LOAD TABLE A2 LOADS LISTED HAVE BEEN CALCULATED OR COMPILED FROM APPROVED MANUFACTURERS: CAST-CRETE, LOWS CONCRETE, QUALITY PRECAST CO. MAXIMUMLOADIPIF) APPROX. LINTELLENGT3 MAX.CUAR OPENING TYPEA rUNTEL rTYPE 8 8-TYPEC IY TYPE 17TYPEC 14"TYPEB' 14"TYPE[" 16"TYPEB 16"TYPEC 20'TYPE11 Nr TYPEC 24"TYPE8 24"TYPE C 2rTYPED 2r TYPEC 3YTYPE5 32'TYPEC 2'10' 1.1. 2231 3069 3719 3280 5163 66D7 8054 95M 1000D 3069 46M 5206 6113 7547 8974 50000 10000 TV 22" 2231 3069 3719 3280 S163 6607 8054 95M w00D we 4605 S206 6113 7547 W74 10000 MM 4'0" 219* im 2561 Z751 3290 3820 4890 5%I 7034 81M 2561 4605 5206 6113 7547 9974 10000 ]DOm 4'6" 3'2" 1343 IM 2130 2992 2931 3756 4576 54M 6224 1959 4375 1 5206 6113 7019 8672 loom IOOOD 4'B" Ire" 1217 1349 1438 1716 1999 25M 3132 36% 4249 1349 3090 4567 5365 4766 5817 7074 82M 94" 4! 0' 10116 IM 1438 1716 1999 2560 3132 3686 4649 Be 3090 4567 Sm 4766 5817 7074 82M S'IV 4'6" 860 1105 1173 16W 1631 2090 Z549 3D19 3470 1105 2622 4242 4360 3942 4889 5827 6662 86" S2" 710 1232 2177 3738 3490 3031 3707 4383 5061 1232 2177 Z739 3480 5381 9360 R625 75M 7 6" 6 2" 570 991 1729 2108 1632 2205 2699 3191 3685 991 1729 2tr41 2 332 3fl% S661 4742 SSM 94' 70' 488 699 1160 1S16 1626 2564 34M 2818 3302 599 1245 1516 ]843 2564 3436 2964 3397 94" 80" 416 699 1160 N/A 1625 2564 3486 2918 3302 09 12A5 N/A 1943 ISM 3486 2964 3387 1016' 91r 3% 535 B90 N/A 1347 2093 2Tn 2163 25M 535 1054 N/A 1533 2093 2781 2259 2615 11'4' 10P 315 567 89D N/A 1366 1B46 2423 3127 4006 567 945 N/A 1366 1846 2423 3127 4005 12'0' 1Or 292 SZ5 873 N/A 1254 1684 2193 2915 3552 525 973 N/A 1254 1684 2193 2905 3S52 12'6' ill 277 471 755 N/A 1075 1428 1838 2316 2883 471 755 N/A 1075 1428 1838 2316 2983 13'4' 177 155 471 755 N/A LOTS 1428 1838 2316 2535 471 755 N/A 1075 1428 1838 2316 200 14' 0' 1219, 239 424 706 N/A 1002 1325 1697 2127 2273 424 705 N/A 2002 1328 1697 2127 263D 14'r IT 4" N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 711' N/A 1234' 1421• 1779- 2188- 211- 15'4' INIr N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 71V N/A 1160• 1331- I660' 2QR• 2459' 174- 19W N/A N/A N/A N/A N/A NIX N/A N/A N/A N/A SIB' N/A 952• ISII• 1379• 1wr 194' 180" N/A N/A N/A N/A N/A N/A N/A N A N/A 420- N/A 750' 960' 1177• ]676' MO' is N/A N/A N/A N/A N/A N/A N/A 4:N/A N/A N/A 340• N A 58r 845• 1114' 146r 24, 0" 27 r N/A N/A NIA N/A NIA N/A N/A N/A250• N/A 450- 65W '8w . Type A=Unfilled no Reber, Type B- Continuous Grout, Steel per Plan in Bond Beam Only; Type C-Condr ous Groul,5teel per plan In Bond Bearn & Untel LEGEND Q 8x8 FILLED CELL W/ (1) - #5 REBAR - • - - • - BEAMS f8-T-71 SRO FILLED CELL W/ (1) - #7 REBAR Bids FILLED CELL W/ NO REBAR REOD - _ ------- ------------- HEADER - WIDTH TO MATCH WALL GIRDERS PLUMBING WALLS (FOR REFERENCE) ® ❑© 45• CMU -FILL CELLS W/ #5 REBAR-------- 12X12 FILLED CELL W/ #4 REBAR ON WALL) 12X12 FILLED CELL W/ #4 REBAR ON COLUMN) ® ® ; BEARING/SHEAR WALLS (FOR REFERENCE) ROOF BLOCKING BALLOON FRAMED WALLSMIGHER BEARING WALLS CONCRETETIE BEAMS 9fY ELEVATION INDICATOR DETAIL INDICATOR ® PLUMBING PENETRATION FOR FRAMING LAYOUT Hpq g� OPEN s12E LINTEL OR WOOD HOR DESIGNATION (ALL WOOD HDR'S TO BE (2) PLY U.N.O.) ,( )-- BRACED WALL LINE ABBREVIATIONS: AS ANCHOR BOLT EA EACH INT INTERIOR AFF ABOVE FINISHED FLOOR ELEV ELEVATION JST JOIST ALT ALTERNATE EMBED EMBEDMENT MAX MAXIMUM APPROX APPROXIMATE EN EDGE NAILING MFR MANUFACTURER ARCH ARCHITECT)ARCHITECTURAL ED EOUAL MIN MINIMUM ATR ALL THREADED ROD ES EACH SIDE MISC MISCELLANEOUS BILK BLOCK EW EACH WAY MO MASONRY OPENING 0 BLOCKING EXP EXPANSION NOM NOMINAL SOF BOTTOM OF FOOTING EXT EXTERIOR NTS NOT TO SCALE BOT BOTTOM FD FLOOR DRAIN OC ON CENTER SRO BEARING FDN FOUNDATION OPNO OPENING BTWN BETWEEN FIN FINISH OPP OPPOSITE CANT CANTILEVER FLR FLOOR PEN PLYWOOD EDGE NAILING CL CENTERLINE FN FIELD NAILING PLYWO PLYWOOD CIP CAST IN PLACE FT FOOT / FEET RENF REINFORCING/REINFORCEMENT CJ CONTROL JOINT GALV GALVANIZED REOD REWIRED CLR CLEAR GDR GIRDER RID ROUGH OPENING CMU CONCRETE MASONRY UNIT GRID GRADE Sc STUD COLUMN COL COLUMN GWB GYPSUM WALL BOARD SHrG SHEATHING CONC CONCRETE GYP GYPSUM SIM SIMILAR CONT CONTINUOUS HO HOLD DOWN SP SOUTHERN PINE #2 OR BETTER DBL DOUBLE HDR HEADER SPF SPRUCE PIR FIR #1/#2 OR BETTER CIA DIAMETER ILO IN LIEU OF TYP TYPICAL DWG DRAWING IN INCH UNO UNLESS NOTE) OTHERWISE T% Fieldstone C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERING: 29349 G E3 IBRAHEM ELAYEB, PE P.E.# 91476 ■ BENJAMIN NIESE, PE P.E.# 86025 02/12/2024 DATE _ No.8 I i 25ell o,=,tee-�:a ;Val_ .€igaa j. lu gga �s��s� ys�s �TST11�T.F�^b 6i 8>fEsS Michigan 3400 Auburn Rd Suite 200 Auburn Hills, MI 48326 +1 248.622.4035 Florida 12806 Tampa Oaks Blvd. Suite 150 Tampa, Fl- 33637 +1 813.488.3310 www.fleh*weae.com I 0 0 CM E M LU Lf) Z 0 °gQ N J Fr J < 0 o cIf U �2 ogg Of 0_ 7S n) N C')01 r L _ D VYN BY: I FAE VERSION: 5.0 40 S OF . A�ORIifill DP'. REFERENCE CHARTS SHEET # S5.1 mmem aru vE�fLOFl,t+r ilOf suite IIE9E YEF3r OKTR NT CREMAT WIM CLMRALTONS Site �AOM Pl TW 8606E CALSTZK TIE`#DRA_ DO tYii FM —STEW rrOREMM 10 dNr STNICT1FSL TO BE FRONDED BT mR FTEC NVT' DIC(D 5EOWVO{ ETcj n*EN T/M DRAMS A"ID 1VE I DR D W SIAWE DRA8E100 8WLL BE D TO CC TFZAOK AT A`716O GONSTRGTIONdLL PROCEED WAIL 'CT H TIE 15L- TE RESfT.T1418EittETALL PEANa1'ENTS ofWA m OFFIAALS I Ty WTI STALE BUS CODES. e me Z TO DT 'D U w oQ'o x a Q0 Q nerds WTE oNTr� was 0 L Q Q U L �E aAle +R-ropm>I w•ra�oq sleTlwE COVEN SHEET BIaTr P CATEGORY /SUB -CATEGORY MANUFACTURER PRODUCT DESC. LIMITATION OF USE FL BLDG CODE # Exp Date 1. EXTERIOR DOORS ASSEMBLIES B. SECTIONAL Clopay Sectional Garage Door Up To 9'2" Wide 16' Wide Wind Code W5 FL # 15504-R7 12/31/2038 " to 16'0" Wide 8' Tall. Door; Up to 9' Wide