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HomeMy WebLinkAbout37977 Dusty Saddle Ln510 - EISENHOWER IV CMU Garage Right - Elevation I SHEET INDEX NUMBER: SHEET NAME: NUMBER: SHEET NAME: CS COVER SWEET C5-3 SQUARE FOOTAGE CALCULATIONS F-I.0 FOUNDATION - SLAB PLAN E-1.0 ELECTRICAL PLANS - FIRST FLOOR E-2.0 ELECTRICAL PLANS - SECOND FLOOR A-1)0 FIRST FLOOR PLAN A-2.0 SECOND FLOOR PLAN P-0.1 PLUMBING RISER DIAGRAM A-3.10 FRONT / REAR ELEVATIONS I / ROOF PLAN A-3.11 SIDE ELEVATIONS I A-32 MISC DETAILS A-33 MISC DETAILS A-3A MISC DETAILS A-4.0 BUILDING SECTIONS GENERAL NOTES THE STANDARD GENERAL SPECIFICATIONS FOR AMERICAN HOMES 4 RENT 4 AMH DEVELOPMENT SHALL GOVERN EXCEPT AS MODIFIED 4 SUPPLEMENTED BY THESE PLANS. THESE PLANS HAVE BEEN DESIGNED TO MEET THE REQUIREMENTS OF, 2020 FLORIDA BUILDING CODE, RESIDENTIAL, 1th EDITION OCCUPANCY, R3 CONSTRUCTION TYPE, VIS �II ny. Pinatay�tlON, L THE GARAGE SHALL BE SEPARATED FFIC M THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2 INCH 112.1 Fn) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROCM8 SHALL BE SEPARATED FROM ALL HABITABLE IROCMS ABOVE BY NOT LESS THAN 5/8 INCH (159 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION 16 A FLOOR-CEILNG ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT. EXTERIOR FINISHER, THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION SHALL BE PER FDL. M03.13 AND ASTM C926. INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO dE PER FD.C. R103.1.1 AND ASTM C 1063. COMA . I. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE 18 NO AC4E66 TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMA OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE CF THAT PARTICULAR ROOM. 2. IN DUELLING UNITS WHERE THE OPENING OF AN OPERABLE WINDOW 16 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR &AWACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OP@UNG& THAT ALLOW PASSAGE OF A 4" SPHERE WERE SUCH OPENINGS ARE LOCATED WITHIN 24 NC4E6 OF THE FINISHED FLOOR PER PILO. R612.2 F AAWW- I. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL NTER6ECTIONS, AT GUUTTER6, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. 2. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMNG C4"SONENT6. THE FLASHING SHALL EXTEND TO THE SURFACE CF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHING SHALL 15E INSTALLED AT ALL REQUIRED LOCATIONS PER (R103.4). WINDOW WJSTdLLdTION: I. U4NDOUS BNALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW 1. PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION BATH AREAS: I. INSTALL 2x4 15LOCKHG AT TOILET PAPER AND TOWEL BAR LOCATIONS, SEE DETAILS. I. INSTALL 2X6 BLOCKING AT 89" AFF, ON CENTER FOR UPPER CABINET INSTALLATION. TUB AND SHOVER AREAS: I. CEMENT, FIBER -CEMENT, OR GLASS MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM C1288, CI325, OR CII1S AND INSTALLED WITH r6 x 1-1/14' DAGGERZ P 41LIPS WAFER HEAD CEMENT BOARD SELF DRILL SCREWS W/ COATING SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. TERMITE TREATMENT - PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, NCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEM, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON CCMPLETICN OF THE APPLICATICN OF THE 18RMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUUILDNO HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT 18 N ACCORDANCE WITH RULES AID LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." L ENERGY CALCULATIONS FOR HEATING AND COOLNG CAPACITIES 614ALL BE RURUSHED BY THE MECHANICAL ENGINEER AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR AND REPLACEMENT WITHOUT REMOVING I -EN IA 4ENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CCHAECTED 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 ISE PROVIDED IN FRONT OF THE CONTROL 610E TO SERVICE AN APPLIANCE. ENEF3'sY REQUIREMENT SCHEDULE MCIRIM W4LL6 HRRAB) WM EM MM W4 JA (SLOOKI 4) FOIL ATTIC CELL R-30 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DUELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. 96 GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SMALL BE INSTALLED ABOVE THE BASE FLOOD ELEVATION AND 914ALL ALSO 0"ORMI TO THE MANUFACTURER'S INSTALLATICN INSTRUCTIONS. 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SMALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS 814ALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M14113. I. OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL OE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAIUL SPACE. 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS 614ALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING WIT AND SMALL 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 SMALL BE DETERMINED BY ONE OF THE METHODS SPECIFIED IN SECTIONS MB02AbJ THROUGH MB07.483. THE MAXIMUM LENGTH OF THE EXHAUST DUCT SMALL BE 35 FEET FROM THE CONNECTION TO THE TRANSITION DUCT FROM THE DRYER TO THE OUTLET TERMINAL. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 25 FEET (162 w) FOR EACH 45 CCC44ME (0.19 RAO) BEND AND 5 1$T (624 mm) FOR EACH 90 DEGREE (Ib RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WERE A CLOTHES DRYER BOOSTER FAN 16 INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMA LENGTH OF THE EXHAUST DUCT. NC:LUDING ANY TRANSITION DUCT, SMALL BE PERMITTED TO BE N ACCORDANCE WITH THE BOOSTER FAN MANFACTUREIR'8 INSTALLATION INSTRUCTIONS. WERE A CLOTHES DRYER BOOSTER PAN 18 INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM N WIICW THE DRYER IS LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SWILL BEAR THE WORDS 'THIS DRYER EXHAUST SYSTEM IS EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." 4. FMROVIDE BACK DRAFT DAMPERS AT INTAKE AND EXHAUST LOCATIONS AS REQUIRED BY FDL. 1TH EDITION - RESIDENTIAL CHAPTER 15. Vqj.'4(jx,- 2 ISSUED: 10/4/2023' VERSION: 5.0 SQUARE FOOTAGE AFNRA88ETMAIiA�0E11@R84 Fi. HEATED AREA Sq. FL MAIN LEVEL IOTi SECOND LEVEL 1220 TWALAM ft Fr PkbCM*l 2W ME7MODGUM ANSI Z1e&M Tha bW am cYwYhd Mom IM aWklwft AYM of *wMnG hckWft opfl" 6Nahed bwrax opdona ae shown. This area axckW a VAk%*N at Wood W461 abaa Wads, grape, cmemd psVo/per&m& ALL AlORK S,-3� CODE: Jlf i3 C'r` R'EVArLf NATIONAL E-1..EC;Tc IG r�, ,DE. AND THE CITY C; I ..� ODE, CE ORDINANS t_. HyRHILL$ 1 D 1��/t -Tr,J ,1 Pr I yr 1H,41L1 y'- tf r r ,� r I v Y Wry 00 MNH IXN4OrM101f 00 WT eras ma D"mm OHHFr O4Da6 OaBHtAtm um CQOPA" Mb M KM OWM 0016119CMIt WICK Dm%#M DONOf CQRAN 81-5c CNVWTM FM MY aTRGWR/L ur s* a(TO F PIcmiA Y6YM®!@ I H94 MIT DtlgeMCT MMN TI ORBIIA" ETW 1{[E DRAYaIaa MO n. A!lOOAT[D ORAa6s 6ML !QVD To MnWM ATM4M40x CCNamiaU aHl Hamm VHR CpaECf®. M CONIIAM 1ELgOL VtA peamomm uptO-&Roam w"m"a DC0CW YFmAn Ia14D16 000Ra 000 Ids O Cc CD O J H U coV 3 W� U co W Li C Wy O p`O rJ L�y t�7 N L R I M VERSION: 5.0 7-Iff Set SQUARE FOOTAGE CHART ELEVATION T ___________ 1 � Is i 11 I _ III 00 arrr ------------ 1 I I I I I I I - YYIRORIII�.RRO* I I I I Y� SQUARE FOOTAGE SQUARE FOOTAGE SQUARE FOOTAGE SQUARE FOOTAGE CONBTRUO" AREA CALCULATION HEATED / CONSTRUCTION AREA Sq. Ft MAIN LEVEL 1071 SECOND LEVEL 1214 TOTALIMIMIONAAFJI(ftbitkag) 2M 1En*XXLW.ANMZTOS- 0s The toW area ala lded from Bw w4WM*4*-mA s a frar I WckxNnO oplorrl NO bramaM op I as shown. TNa wa a wkWn aWweR at MghM W W above V Wa gwvAgc w ared pttlgrpordrw. BUILDING ENVELOPE AREA (ALL AREAS UNDER ROOF) Sq. Ft 6ARAEE 411 FRONT COVERED PORCH 71 TOTALKWM 9i MM P~ 2M COVERED LANAI 120 6ERK DOLCOY BOOM EmMRM Ana: The tOW wa alaA@Wd, indud ng Haded/Con*ucbon area a aWded. and also NTekWft oara0k OOV and PYWPorchn. MAXIMUM DEATH MAXIMUM WIDTH = 55'-O° eMAXIMUM BUILDING HE1614T APT-. = 2T-6° YINI MH Dfl8aTB1T DONOfeu/e1IMvftW ► VOW YRDM ORWATM YIN coameTat MO sm MA*a m casnicnCK nM DRA RM DO NOT COM r8CM N4MWTNit FOR MA' YIRMPAL MJ Me (TO W MWAAD BY BIN MR OF novel dw DMOeMOY Tlfe! DRMaIOi Mb DR40 lT W&L is N•d1 Ria tlOR TE In *0 N 1 CRARIDTOA AT" MONO CaHNIiI C4141w Hl7ClFD IHTL CGIiRCT®. M CQIUMEL t ATO P M R!R°OMYLv1' a tldi ALL Ifffa"470Cen LCCAL mmam UM 1 TO c4 YM eTA 114Dpi Ca7H -J lu o q� a � A x ��a a r I1MY! .Y. A� W La c) Cc O J � Uz v> > � 3 W cl) {y O Q<p J W W o , 0 �4 � Ki L J VERSION: 5.0 7== • CS-31 YET - - - - - - LANAI SLAB CONCO E SLAD M.L OYER 6 MIL I4' VAPOR DARNER. SLAB WAU BE &,SR 6 I $ I CLEAN C4WACW FILL W/ FSSER M WITSEMM TO 9 3V AC P Q 4' COW, "� FIB ERV.W I y---- ' — — ------ — — — — — — — — — — — — — —/�x— CONCRETE SLAB 4' CONCF£TE SLAB MN. 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PER c4m. 4' WIL7OH TRIM AND BILL 4' RWeEo- STUCCO Tw cEMEM111OIM STUCCO PER CCMKNTY SPECS (TYP) 4' 001.E TRM LAP MOM PER COW SPEC STUCCO PER C 1lix Y SPECS (TYP) �6 n— — — — — — — — _ — _. R 6� �6 6A2 MTOH AR w 6HNOLE 6/12 IMTCII ARCH SHWAM ROOF (TYP) ROOF(TrP) 6/12 PITCH ARCH SHW.LE ROM (TYP) TOP OF FASCIA 3d RR CEILNG YE000 LNE (TYPICAL)ROOF eryp) ®®®®ICI FRONT ELEVATION T mevrwfw q1 3A2 nTCN SECOND FLR I 3A2 niCil ARLH BHNGLE — . .. Ml0.R CEILNS L amLIE ® ® lw Ian ��©����i6�3J 91UCC0 TRIM RRELEV 6A2 MTC 4 ARCH 811NGLE ROOF (rTP) � 'CJAUEEP: I.: •.� Z. I FEAR ELEVATION T wtR�i� --- TOP OFFASCIA --- Ad FLRI�NG -6A2 PITCH RCH 6FIINGLE Roor (TYP) BELLED FLR _-- MI FLR CELFG \ -- WIOCW LME `---FL.O,BNIFJG e m FIN FLR ELEV soACA CE1ELpTBR OO NOfULDI T1.ML ATIMtl6 VOW 20PACIM qlM M, NIII armCfORMOIMC TIM 660Eff*00W C TIES O!CM H DO MOT LORAN O$HC MOEDI MIRRAir E eT.lcnnALmy MR(To10 PMrl 18r ECONP1CIF MIM3 01 CI INTArOMICV ?I EIETI oMeR�Talt O TI TDDI IMM6.6 . DR40C0 SULLMOE6 AWJ4om aTE WILL6EI2 MO NO C61BnwcORS LL mm NO C0161R Cop WILLPOOL MAIL COwY.119.11E [CNIRACLff ATOMS AL R3MVW6LITT O FffiT ALL 1Tbf CMIYMI QA !!BONS COCE6 A T x o�A � t cm co O O J z V 3 W iiii`••�SSSS �Q cc C o0o 2 < LL pOFS o� O F I L J VERSION: 5.0 �� "Wfffiwm EL.VA •.00P PLAN IV-3.1 12 b b 12 12 ® b 6 1� bA1 PITCH &A) PITCH ARCH SHW'J P ROM (TYP) 3 1� RW SIDE ELEVATION T nu LEFT SIDE ELEVATION T �� = -- TCP OF FMOA ---dd FLR's�w ---- UItDpU LIIE -----4' CCM t iW1 HCRRCHTAL 6 LAP SOMG PER COW SPECS 12 b ARCH BHMGLE 6A7 PRCH BECCIlD lilt — (TTP) — — _ hl FLR CEING — — — YROCW LRE 9 ib FM FLR ELEV s SO iR CD cm La J � U o > D u w � CO Lin L J BUILDING SECTION NOTES PLEASE NOTE: MSE OVAU AN STRMY AWARECTWA, WER TO SIFLCTLRAL S-EE% FOR MOM WIMUTICK SEM" SIMLAR TO OMM M-EYAT06 APO 00 MW b* WMM U611S NUMSEC"SW FW~ACnfW TFWM NOtLATION FM F5C AND EWMY FORM - ells mm uiw Pmrr Armicnaq BATH 2 oll RY d ■ I KITGWE: '414 13 FLAMILY OM iY C&PAM, TERIn TRATM WL WYAPM BAMM FOJOATM fBEE STRUCTURAL PLANT BUILDM SECTION 2AW 12 ME-MAKFACMIMD MOM 1 NRLATION PER FOC ANDMMT FM- ; ITW WM4 PEWIT APPLICATION BEDROOM 2 HALL "QL-C wic Z BREAKFAST EQ \, HALL :N N KITCHEN NOOK R C",VW M" MAW WL WVAFM BARS! FaMAMN STROUR& KIW) lit RR CELM Wi;Do CW FIN RR ELEY, 9ECOO FLR lot FLR CEM LANAI z (D co cc F- O Z C) a — CO 0 CO Do Lu OM cr C� rz x rz IL F -I L -i I I 1 m lVERSION: 5.01 1� BULDM GoGnms I mo A-4.01 ELECTRICAL LEGEND —+WAS GAS LINE E IfECE CAN LIGHT LIGHT —} GW COLD IUATE9R FLUSH MOUNT LED 1"J ELECTRICAL PANEL Q WALL MOUNTED LW In ELECTRICAL METER WALL SCONCE • Q' DISCONNECT OW04 FLUORESCENT LKAVR $ SUATCN O RAWESCENT LIGNf ■I 2 BULBS s $ 3-WAY SUNTCN ® VAPOR PROTECTED LIGHT $ 4-UWT SUITOR Q (70LYIST FAN O $ DINER SWTCH E7RWUST PAN W LW 4 eurroN ® EMNAA18r FAN Au TEAT A L&IT 6 DUPLEX OUTLET ® SMOQ DETECTOR (iIADPLEX OUTLET ® u�N MONOXIDE DETECTOR OQT TVER'IOtlraT ^'0 FLOOR CUTLET DIRECTwoe GM MI d GFI CUTLET T PSIONE JACK WFGrI 6 � O� � T MEDIA JACK CLG CEILING MOUNTED OUTLET !� 4' CABLE TV CUTLET 2db ® 220V CUTLET DOOR CHINES CELNG MO NTED ® SECURITY PANEL LW RANGING CEILING FLOOD LIWT MOUNTED LIGHT n n C-#_C CEILING FAN C= =7 CEILING FAN �l L&9 U U ELECTRICAL GENERAL NOTES SWTCWS TO BE /S' AFF. RECEPTS, TO BE D' AFF. - 42' IF OVER A COIMER ALL UIRNG TO BE N ACCORDANCE WITH NEC ARC FAULT CIRCUIT NIER aPTER PROTECTION SWILL BE FRONDED AS IEONUTED N NEC 210D(A) AND 94ALL BE INSTALLED N A READILY .ACCESSIBLE LOCATION ALL 11MOKE DETECTORS 614ALL BE WIRDNRED INTO AN ELECTRICAL ROM SOUCE MD SWILL BE EGUIFPED IWTH A MONITORED BATTERY 5ACJ(NP. PROVIDE AND WALL LOCALLY CERTIFIED SMOKE DE MORIS. GROUND FAULT CIRCUIT NIERRIPIER GIALL BE FROVDFD AS REQUIRED N WC 210&A) AND UNSTINTED N A READILY ACCESSIBLE LOCATION. IT 18 tTE RESPONSIBLRI' OF THE LICENSED fiECTRIGAN TO INSURE THAT ALL ELECIVCAL UIKIRK 16 N FULL COMPLIANCE UUTH NFPA 10A - SEC AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. PROVIDE INTERSYSTEM BONDING TREINATION AT SERVICE LOCATON FAR NEC 250.84 1.127MAJIEB N MOMS CLOSETS MCI, BE INSTALLED PER THE FROVISIOS OF NEC 41OA(A) A (5) RECESSED LWM TO BE AIR TIWT AND IC RATED M% OF THE LINTS N PO WOMY INSTALLED MXIUE.I' &I BE 401.9fiCIENCY LAMPS R9i3R TO E3ERSBY CALCLLATION6 FOR ADDITIONAL INFORMATION. PROVIDE THE REQUIRED CLEARANCES AROUND PANELS AD DISCOMECTS N COMPLIANCE UN NBC IIO21. ALL RMEPTACLES °}LOLL BE TAN" RENSTANT PER NEC 41%J2. THE BRANON CIRCUIT SIPPFLYNG THE RECEPUCL&6) N A GARAGE BIALL NOT SPPI.Y OWLETS OUTSIDE OF THE GARAGE MD NOT LESS TWW ONE RECEPTACLE OUTLET &CALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE AFCI PROTECTION - 202 (5) DUELLNG UNRS. ALL W VW, SINGLE PNASB, B AM 20 AIP BRANCH CIRCUITS SUPPLYING CUTLETS INSTALLED N DUELLNG UINS FAMILY ROOMS, DNNG ROORM, LIVING ROOMS, PAIIIAft LIORARES, Oft BEDROOM &gROOffB RECREATION Room CLOS m 1111.1 TB, OR SMUR RCO'M OR AREAS SWILL BE PROTECTED BY A LISTED NO, C01MUI W TYPE, INSTALLED, TO PROVIDE PROTECTION OF BRANCH GROUT. EXTERIOR G1RAa 200 M'F METER MAN COW 0 AMP MAN LUG NTERCO----------- Flom I II I II I II I II I II G 416 AL See C W I I I I II AIC wFhrl ),/—sc cf GROMWs ELECTRODE SHALL COMPLY WITH SEC 25052 ELECTRICAL RISER DIA61 WM N.TS n I f1t4 ' ♦ +2I` GM CSC— I I � aI I I I I I I' J -L LIJ JI db J'"� GPI+42' zza j I ��l DEDICATED 50�/ I (14.50 t81A 11W1IF REONED BT II b; u 220v SiRIC11FED '� MEDIA CAERET TO I GM+4 1 NOAUDESATW \ R CONCUSS, Ulf �GMO t ROJIBR SPACE AND POU6R '----- ---' — AWY EXALT RE011R9'ENf. qp LOCATION AD 'v �R,y Hamm — — — — — PRORTOE GM mi '' ty. F---------------------------------------------------'--- L INSTALLATION --- — — '�1 I i I i I L---—1--4---------J , �A ----- ----------- FEW FLOOR ELECTRICAL PLAN - ELEVATION T BY cm M 4) La 0 0 1 RJR V z V 0 � s C �Q W W O 1 O L r L J wRe I s VERSION: 6.0 RItIM. sECTRHeALFLARa FN{T FLOOR �I E-1.0 I ELECTRICAL LEGEND -+OIL$ "IN ✓ RECESSED CAN LIGHT -+ Ow COLD WATER FLUSI FIOLINT LED fJ ELECTRICAL PANEL Q WALL MOIIAED LIGHT 8 ELECTRICAL METER WALL SCONCE " Q' DISCCH ECT SWTCH F--I RIIOFESCENT LIGHT $ OUTGN 0 FLWR SSC@R LW 2 BMW 3 $ 3-WAY SWTCH ® VAPOR PROTECTED LIGHT $4 4-WAY SWITOI Q E)04MT FAN SYATCH E 44"T FAN W LIGHT 4 � ® EXNA t FAN W VEAT 4 LIfJIT ED DUPLEX QUTLv ® SMOKE DETECTOR aIADPLEX OUTLET ® CAREIGN MONOXIDE DETECTOR ID t �mX QT 1HEp10BTAT P'0 FLOOR OUTLET DIRECT WIRE GM db R O aNTLET T PHONE JACK WFGM 6 WATER FROOF GR OUTLET w T MEDIA JACK CLG cELNG LET auTLEr CAELE TV aET m 2m ® 220V OUTLET DOOR CHPE6 CELWG MOINTED ® WXLMIY PANEL LW HANGING CEILING ROOD LIGHT MOUNTED Loff n n C=#=7 CEILING FAN C= =7 CEILING FAN.1 LW uI u ELECTRICAL GENERAL NOTES SIBTCHES TO BE 46• AFF. FECEPTS. TO ISE D' AFF. - 42' F OVER A COMER ALL WRING TO BE N ACOORDA42 WITH NEC ARC FALL? CI6OIIT NIERRp1ER PROTECTION SHALL BE PROVIDED AS IFEaIMID N NEC AOJNA) Ail SHALL BE INSTALLED N A READILY AC c LOCATIa1 ALL SMOKE DETECTOR& SHALL BE HARDWIRED INTO AN RECTRICAL POWER 50JlEE AND SHALL BE M1PPED WITH A MONITORED BATTERY BACIQP PROVIDE AND INSTALL LOCALLY CERTFIED SiM DETECTORS GRAND FAULT CIRCWT N1EROLPTER SHALL BE MVDED AS REallQED N NEC 2I0S(A) AND INSTALLED N A READILY ACCEWU LOCATION R b"RESPaMUTY OF TIE LICENIIED ELECTRICIAN TO N&W THAT ALL ELECTRICAL WORK IS N RILL COMPLIANCE WITH NPPA VA - NEC AV ALL APPLICABLE LOCAL STANDAFM CODES MD ORDINANCES. PROVIDE INTERSYSTEM BODMG TREMHATION AT SERVICE LOCATION PER NEC 250.54 IMAMS N CLOM CLOSETS SWl BE INSTALLED PER TIE PROVISIONS OF NEC 410J6(A) I (W RECESSED LKi7TNG TO BE AIR TW AND IC RATED IOOR OF TIE LA!'" N PMA 9MY INSTALLED RXRM SNALL BE NIGH-BFICIENCY LAMPS IS" TO ENERGY CALCULATIONS FOR ADDITIONAL. WORUTIOL PROVIDE THE IllEaNRED CLEARANCES AROUND PANELS AND DBCO/ECTS N COMPLIANCE WTN NEC 11626. ALL RECEPTACLES MOLL BE TAMPER RESSTANT PER NEC 4061L TWE BRANCH CIRCWT &1'PLYNG THE RECEPTACLES) N A GARAGE &ALL NOT &PPLY OUTLMS OUTSIDE OF TWE GARAGE AND NOT LE56 THAN ONE RECEPTACLE OUTLET SMALL BE INSTALLED FOR EAON MOTOR V614al SPACE AFa PROTECTION - 202 (W DUELLING UNRA ALL W VOLT, SINGLE PHASE, B AND 20 AMP SRANN GROUTS SLPPLYNG ONLETS WALLED N DUELLNG IRS FAMILY RO", DNNG ROOMS UVM ROOMS PARORS, LIORA 0, DM, OEDROOMS S NRW S RECREATICIN RD" CLOSETS NALLWAYS, OR SM6.AI! RD" OR AREAS SHALL BE PROTECTED BY A LISTED AFC, COMIINATION TYPE, NWALLED TO PROVIDE PROTECTION OF BRANCH CRDIT. ._i r------------- � I � I --.. 0ISOONNEOT I I 1 \ III i 3 I I -0 / S / db 4 � 4'-IS'4" \ \f X — — — — — — — — — — — — — — — — — — — — J (D CD La F- cc ♦/V 1 z U) V � 3 W V' O R W Wl gn 1 O� LL6. 0� I L J >e, VW2� \ice 1 jvrR LAY T uV we 3- I 2 � I TUIB M I cafo AWE row 2 1 Plill'7ARY-LAV 1 I 3' 1 2VE?' IT I I PRMARY-LAY 3' I 2- 3' I 3' 3' I I PRMORr-w PLUMBING RISER DIAGRAM 10.0 ®© cm 62 cm Cc O O� RJR V z co V > 0 It 3 W VJ CC Sao �� W 0 _� rWW 1 L J Immumel No VERSION: 5.0 ELICTIUM PLANS FvW FLOOR ip" -0.1 HOIMWRAPEMREE(TAMTAIL WIVUMSPrepW06-§r UM%0 iommI OVER0119ROR TOOVTTMN • StEMMOMR;>rRAMMM IbRNOoPSTMWMI Asa YOOVVAAP RUMTE>9 HOU30NRAP IWEEJI AND RIESE VM WALL -� THRMALL AOSIMEDGFUMMM - RAMMMOMMUM -�•� YM ROUIIMVW RRMAID VEMCA4LYWMM VERW-40IOIL'RON VMRCALFRO LIM AEOVEARRIOM LIMME A AEOVlARNrDOq.104 104I000MN FACE OOIMRRIDTO MORMR Hs 1000RDEFACEOF WE PHOUSATOOUIRE orMCR 8= AROVE RAIFN0-2f O.C. MOLEMOOLEEE HOREOWALLY AI AEOVERAAs10-2f O.C. AJID 01M MID HOOKWALLY wx THRU-WALL FLASHING Immm WFoum POLIMDmm NOT TO SME THRU-WALL FLASHING @ BRICK LEDGE NOr TO 8C.&E RAE700BMPORCunm EIDSCRIO rw �UPlAV1MOP OVMMRKi RATOICEL EDOR PRAAAMRM.'RIRm MATRIC M IOdr WlMnnW nOCNllNlr_ Cl ACLIIKlr_ NOT TO SCALE - — — — — —�— EIE BRVMOIAANDOBNE 12 now TWICMROaCOYMIGMY "A" TTFICALbOFTAEBlEATTc tlMIC��AL��O,.M��R00ePI:Aec M RE.CL0. ��,, + 10EUNAMM MAMW-PHATTC IYPEXFAMPIMPERM METDARYCREML vVwXA111EFMMvEC FMWMTOWALL CoPRe= TEEAM-MEAAICIIRM TEAPEIANADNMV C ECMIAOCRMEAARMM 7RI000PRNIpIROOIPE rw TYPR'XMpORVMLL FWAMPRU I0I1 WMMO MBW.MVC VMFTIPmL49 LUDCAZI PMIEEYAMp PEA7'.0 I MTAMUCMM I VMrCSALPO EMA M WALL PII01IMFOIRDAMM MEMAXNA Wick MUMAL EPalORJ7rRANFDgOR • i CONM'RM1DT1 DAAEAOWMAE000Ai 12MTDOPPWI M MMMO AMMMi TYP"IMCOVMRC DPEA IYP MROaM MMATTC _. __. MMULIDORERARONPEPC M 103MUCMM PORMOMML commm.YDM TYRCALMEDRWML MIMM ORIbUDN - TWICA MmomNC 1J?MA M73TA!!lVA7DIR TYNCA KMRAHMV C NPICIII WAIL PTMTH OM PRAML 1W AEARMFEEEVAMP03FITC MEM XMIFA ADFJ IRRTrA—!lVAEOM uxw EIEA�ONAD16 M lM CRACiCONRDLAMD WMl- NEW E SKKMAM rOWK]CREP SWUMM TTI1"fRICCOMMONE W 3m WATMTOM MMP.PEAW VW IOIRDATMJ MIDRL VMM p TYRCM WE LOCAUOM/CONMOM PEAK ORMSMUCRIRAL Y rFDEWLFOBIRMK M WALL RAtI M IOIRMION M aMAVM AIO MAMAAL METoMQRAMKmXME • OCNIDIMIIOM TYPICAL 1-STORY WALL SECTION TYPICAL 2-STORY WALL SECTION WT TO SCALE NOT TO BCALE 3 MCM WAINSCOT DETAIL Nor TO scl4a MMVrvmmrwy AOMO Uw" C.*B NEALLORMCR 'ROW WCIF�YO M MM T'ATAUCC00VMRMMEP&MM4 b2LAYMWJLB.. LA7MMOSROOM -PMVW OVMSMCCOACCMlM Vnn MAM DWICMD-M VM SMALL PM MAPEEAC11AE7 RATALIAIION RAIRITCIDM CAF 2mm - DO Nor mM1E OR MAL RMCAAIW 9MJ=l0MG OM l0=G UMlLAYWNF PM VM PM LMICKM M RARM OVMKON TO Roonxs SWOOMOMONRTTW MTWERAANo-MAEC FlMM M1®W00D7MAM=SffA CT lMATD7M 0PAVAIM POR7MCMAMCONNICION DEWt 1 I ,ALL ROORgMAMAL PR KNAM4 WALL MMMM MMAMUF CRRMRRAWIADONRAT lVClML Va l= *MAMW WNARUCRRMORAVA= ROOF TO WALL AT RAKE 2 scME3'• 1'-O' rArAUCCOOVM PRAMS (AMiMQ, 2 LAYS NAL.LAMAND' "MM) -PMWW FM L AICR MOOS RAANG Mt4M IM!® OYMS UCOOACCERORY VitM PLAAM ORE SOMM-MEt A'EC MrAL FEMANUMACNR9r M WABON Y RASM CAP AEM.IE - DO NOF EMPIE OR ML ROOFCsroJr 6wcormosollimm"Ma RASHMM F15040 AA mnn TRAMm fjMXMEULLA DVAUDRAWRDtA A'ACM AND COMMOCRON DUAU TYPTCALADMOR WAILAMMWLY-MI STRUCDIRALDRAWIM FALLWMD MMEML FMLLNATDT4 AWL EMMALLM PMMANIR'ACRIRER3R5MWA10NR6R UCM WlIFRDOF A EADNO WDI ARUCRUAL DRAMM ROOF TO HEAD OF WALL - SHINGLE 1 —E: 9'.I'-O' i DO N7!MM OM CRMKA Yalr OLDg9 qan FL f11H 8ff MLTQI.tC M M1M < m0wrLNO1101C8GN.1m a= If oo Nor C[MAN STFIC M MO CNIsle mr OIRC71rl�1w 9wo0 (TO eE P� er MCP9P a IlCQOA AW DMCJlMGT M'�OA1BlIATCII ET:J nDe aw.m. aw DR 0faA7®ORMIO Fl nuP@ QV TO lls n Im Conn Arart•oNo GN0I.CW BOLL �.,m CVOMM'fU AtoV T! I!OlgL!lLrt -O Al ball mma"aMMOM I TO Q IOGI N VATI 1 TO CQFLT Y111 OTA CIRDNO (LOCO +.J 0 cq a A r r-7"© 000 mm— s cm O Cc 0 J z V in cr > W fn cc C o_ o¢ LU r W O cr E Q > 0 �x F L J I w! I lrE I VMDv': 5.0 7—. DETARJT mo -3.2 IWOIWMMNALLMOTm MvWlwmM0R4 WwmIMR AMOMIMMElNOWIL IWMUNWLlOp1 MMMRWCF O IW!!/ N ML!IWOIJINONI L ipMfMRIMU OMUMMNOO NWLIIIMIAMLaI1NY!!i wrNmnNOIIML aMMIMI NI NIIOY®N1M W NR, N INn f O/It al MIE nMNNNLL NMMIMUMWLLlAIMIlNOOMIMmNOMNMr NMA10 MAMM MI/!1!1 NI W I! N W L AON/LL NJ1pN � NNNLIRAlIIOiMLINiLIBIAIOIIMIIOOIICl/MI � MIMOEpIMMML iMIIMA/MLLNRIIM �Y Mom• M 11WMM'NINNR MNYlML00NMNMNNIMNALLlAYW IMlMA IONDQMIlAN�MMAIMlMN.7lIRNMAlrt AIOINM10rMNl g � aAMNAuaMLLWAlNMMMNOlMNld1AM M*�M aMMIMMLMIIWINNNI1MTAfOWN1lMAINM MMNN VIRIMIONNMOTMNNMOIINL IMO IIMNWlMLOMNlRIOIIIMYLEAU wfpMn N AOOIMMI!lIOIIDOFNMIlN IMOIM nMNNNN N AMrlMION M1IMIIYAl1aANMMR MOYINMYMLlMMlM NlMNNO1LllIfAOM NMINKIMEMOIOY NLOIMaOINOranymm 4ftLWaNNVWAVO IOMIMOMOMMNNAM IRNMLOMMOI'Pwrora L COWIN ION HANDRAIL/GUARDRAIL CODE DATA SCALE: 11l7•. P-C IMrMMIlIL1 EO. TREAD SEE RAN MIf IL1100011M! TYP UM'MMMOODMMM �ANSION MMOMMMNMM aAr — — 4-1 "MNMNMMMlM. WTIMI I!/ nRAILMNMM IMNLfMMOFWOM VICE WNNNAN LANDING/STRINGER DETAIL SCALE, � I!1•. I'-®• IEMMOM101 TFMACS OIMXIIOOD716A01 AEQ $�IMIRMMIUPFJI MlMa7CImwommil =MMMM NMNM7lIAMAIIMMl/OOML FLOOR/STRINGER DETAIL SCALE, I VP• I'-r i urmiN.-r MAX 11N•MML-r MAX I,/r CLM. iMM00p10rMAL MIILLM 0WAT MOAMNL MMIIlMMIMEMR4 WOAWIL ■MIM m� HANDRAIL &MMMMM MP.n tome WO Zr ftu VM M YIMMfM IRnHrMN' nRALL MNIMAMMOMIMOF lNMOMMMNEIMR NOW SKIRT/VVALL DETAIL SCALE: I In'. I'-& MNMIMNMOF NMIDMO — MAMIgIMMMIMMI MMMLLlRIN[NOlRI! MNNQNMNM pMmNMIMMM. an vsv.nRALLMMILAO CI Mama! lMUNAa MMMM STRINGER/LANDING DETAIL SCALE, I VP. P-O• i m o ca � O J V 'z_^^ VJ 0 3 W� � cog L .nc I Is i' VERSION: 5.0 M.M! MMC.DRALS IA-3.3 EXTERIOR INTERIOR mcaaESRMaom m�a'aemuM Noum~oV@M PWSM:sMJ< MMIMIDAIOOAMm ADIRSIIf m msMDCRM1LDWas. WMMDWAUMM PWRIlfMfADNMMIO, MM` vm IBPpommWA1mR00P sNM3PACE M A0IMRAIEDN002u= MANWACRMO' OPR %MPAM- TAPPpEAL000Af RROOAMBM110Ns CORROMDN MMssAM ME ALNWHADNa CAULqp4VWM wmvAv m IAMMAM00LY EMNOROWIW AM WiLmmyI OVE WA M U MRNOEIRIDRIO NWIAION NDM WROOW NM'AMY W ! PASOm 10 0112NPM! WROOW MWOIACR NMIIAION RMi10MAlIM NO NC OMMROAOOIM HEAD AT FRAME WALL SCALE: 3'. V-0' NORRUPXW NWWM3 IORII a NM AIRINIMK.'ROMaMMDRO MMICIIOALDEWs PMEO MENHWAS GYP. BD. OCO MRMIM ERRMI DQARs) 1 Mu000RAWxoava FCIIMImISM:MNA1011 >YwatRIA UACKA M Y SEND M 21R0DR.JAMR LMOMA. OAUND00R OVERHEAD GARAGE DOOR JAMB SLICE: I VI'. P.& EXTERIOR OFACH MM HIMMNARWROW Atm"sL DAMOOI VWL w31MMR ERAORam umwoVR MMICM`OI om OVMIWVWORMMML wtoffmoom eaeROeaeAlMss AIOIMA mm WRM.WONaMMDRIDPA MIa omm0000mou sRMORMLNoem4 — IOEaWAMINSDROOO s. emrwwALL INTERIOR WROMAMMRorNuu® WMNcammIMum OWN11N0ElBgRTO NMIIAWN cuuaowmrx :�— InwDODDAM � NWLPLYW000. PANO0ACT16MD WROOWRN DORMMIsvrn. NOR:VOWWAO YW!PAUMW SffA C=lM1WM"MAWA%CRMMIs MGMNW �NONEOM OVAION SILL AT FRAME WALL SCALE: 3% I'-0' Dx RES DR. HEAD — GARAGE DOOR — GARAGE DOOR TRACK 10RREAa.IO MMICIIMMDRWf GYP. BD. I h OVERHEAD GARAGE DOOR HEAD SCALE: I U7. P-0- EXTERIOR R c7sAMewwomww commHOUENwom RRRMI XCAIMONO FZUAW 3MIICROMM= ew0E3MPADIRNIa w OVE WMUYMOPMMWO PAWM OOMIORaRA umwovm vanuffiEk ssPNEAMNOwNerROOP MMMVA INTERIOR RMUACEPMI MNMNICIIMO' RRooMAe0A1aa CAIRpIfi7YPR91L wRMm AMMRY mffmmwm MiORRNOEPMOR pNWNIAION NOR:YSOOWAO YW!PAIOmW JAMB AT FRAME WALL SCALE, 3'. I'-0' SLIDING GLASS DOOR HEAD SCALE: 3'. V-0' 000 F L J VERM: &0 �m MOD. DETAY IA-3.41 I GENERAL STRUCTURAL NOTES: 1. ALL WORK SHALL CONFORM TO THE 20M SM EDITION OF THE FLORIDA ONTERNATIONAL) RESIDENTIAL CODE AND APPLICABLE COUNTY CODE AMENDMENTS. STANDARDS LISTED IN STRUCTURAL NOTE SECTIONS REFER TO THE VERSION AND EFFECTIVE DATE IDENTIFIED N 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 9MUCTURAL NOTES, THE STRICTEST PROVISION SWILL GOVERN. 3. THE STRUCTURAL DRAWINGS FORM AN INTEGRAL PART OF CONTRACT DOCUMENTS, WHICH INCLUDE ARCHITECTURAL, STRUCTURAL, MECHANICAL ELECTRICAL, AND CIVIL/SITE DRAWINGS COORDINATE THE STRUCTURAL DRAWINGS WITH THE REQUIREMENTS SHOWN N THE OTHER COMPONENTS OF THE CONTRACT DOCUMENTS. 4. TYPICAL DETAILS AND OTHER SEC IONSIDETAILS APPLY TO CONDITIONS THAT ARE SIMILAR TO THE CONDITIONS DESCRIBED N THE SECT )NSIDETA -S, EVEN F 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. S. 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 S. THE ENGINEER'S SEAL APPLIES ONLY TO THE STRUCTURAL COMPONENTS ON THIS DOCUMENT. AL DIMENSIONS ARE TO BE VERIFIED WITH THE ARCHITECTURAL DRAWINGS, ANY DEVIATIONS OR DISCREPANCIES ON THESE PLANS MUST BE SROUGFT TO THE IMMEDIATE ATTENTION OF THE ENGINEER OF RECORD. BACK CHARGES WALL NOT BE ACCEPTED, REGARDLESS OF FAULT, WITHOUT PRIOR NOTIFICATION BY BUILDER WITHIN 48NH0URS AND INVESTIGATION BY FIELDSTONE 9. THE TERMS 'CONCRETE SCREW AND MASONRY SCREW SHALL BE USED INTERCHANGEABLY WITHIN THESE DRAWINGS. CONCRETEIMASONRY 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 HILT KWI4CON I. 10. CONTENT LINKED WITHIN OR CODES THAT MAY BE SHOWN WITH THE DRAWING SET ARE FOR (FORMATIONAL PURPOSES ONLY AND THE PROFESSIONAL SEA. 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 ETHER SIMPSON STRONG TIE SET-W, OR HILT HT+IY-150 DESIGN CRITERW: 1. BUILDING RISK CATEGORY -11 2. VERTICAL LOADING: ROOF TOP CHORD LIVE LOAD =20 PSF (REDUCIBLE) ROOF TOP CHORD DEAD LOAD 7 PSF ROOF TOP CHORD DEAD LOAD (TILE)-: 15 PSF ROOF BOTTOM CHORD LIVE LOAD (w/ STORAGE) _ 20 PSF ROOF BOTTOM CHORD LIVE LOAD (w/o STORAGE) __.!-10 PSF ROOF BOTTOM CHORD DEAD LOAD -10 PSF FLOOR LIVE LOAD -40 PSF FLOOR LIVE LOAD (SLEEPING ROOMS) -30 PSF FLOOR DEAD LOAD =15 PSF DECK0kLCONY LIVE LOAD -40 PSF NOTE TO TRUSS & WOIBT MANUFACTURERS - ROOF & FLOOR SYSTEM DELEGATED DESIGN SHALL CONFORM TO THE FOLLOWING DESIGN STANDARDS: LOCATION TOTAL LOAD I I LIVE LOAOTAL D CTION ROOFTiUSBES IL/240 W240 1 1" FLOORJOSf3/fRUSS I 1./3M) I L/460 I 1/2' NOTES: 1. MAXIMUM TOTAL LOAD DIFFERENTIAL DEFLECTION BETWEEN ADJACENT PARALLEL MEMBERS SHALL BE S✓8' 2. ANY MEMBER SUPPORTING BMCKIMASONRY SHALL BE LIMITED TO A TOTAL LOAD DEFLECTION OF LIa00 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 & LATERAL LOADING WIND CRRERWI: 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 WAND & SESMKC) -2000 PSF LATERAL EARTH EQUIVALENT FLUID PRESSURE WALLS UNB ACED AT TOP -40 PCF WALL BRACED AT TOP -55 PCF 5. OUARDRAILMANORAL LOADING: ALL BLS SHALL MEET 200 LOS (MNIMUM) CONCENTRATED FORCE APPLIED IN ANY DIRECTION. IN -FILL COMPONENTS OF GUARDRAIL SHALL MEET 50 PSF. THESE LOADS ARE TO BE EVALUATED M9494DENTLY AND ME NOT TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD. DEFLECTION OF GUARDRAIL SHALL MEET THE CRITERIA SET FORTH BY THE INTERNATIONAL CODE COUNCIL EVALUATION SERVICES (ICC-ES) AC 273 -'ACCEPTANCE CRITERIA FOR HMORAILS 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 'REMDENTIAL CODE REQUIREMENTS FOR STRUCTURAL CONCRETE' EXCEPT AS MODIFIED BY STRUCTURAL REO IR MENTS NOTED ON THE DRAWINGS. 3. CEMENT SHALL CONFORM TO ASTM C150'SPECFICATION 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 A4315 GRADE O& & REINFORCEMENT EMENT SHALL BE FABRICATED AND ERECTED ACCORDING TO THE ACI STANDARDS: 'DETAILS AND DETAILING OF CONCRETE RENFORCEMENP, MI 316 - ANO WANUAL OF ENGINEERING AND PLACING DRAWINGS FOR REINFORCED CONCRETE STRUCTURES', ACI 315FL 7. REINFORCING STEEL AND WELDED WIRE FABRIC SHALL BE PLACED WITH MINIMUM CONCRETE COVER AND TOLERANCES AS FOLLOWS: WITHIN UPPER 2A OF SLAB AND 3/4" MINIMUM COVER AT INTERIOR CONWKM 1412- MINIMUM COVER AT EXTERIOR CONDITIONS OON01111=9912011TT010AOMEi110ft 3' T4DIMEED00NONM 1-1/2' (#5 REOM OR SMALLER) 2- (#a RE13AR OR LARGER) ToArANCC +/-3A' S. REINFORCING STEEL SHALL NOT BE CUT, BENT OR STRAOHTENED N THE FIELD UNLESS APPROVED BY THE STRUCTURAL ENGINEER OR AS INDICATED ON THE DRAWINGS. 9. WELDING OF REINFORCING STEEL 18 PROHIBITED UNLESS SPECIFICALLY DETAILED. WELDING W1 DETAILED SHALL CONFORM TO AWS DI A SPECIFICATION. CONCRETE NOTES (CONTINUED): 10. CONCRETE SHALL HAVE A MINIMUM MOAY 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 1IM TOLERANCE IN ANY DIRECTION WITH MINIMUM EMBEDMENT AND EXACT PROJECTION INDICATED ON THE DRAWINGS, PRIOR TO PLACING CONCRETE I Z HOOKED BARS SHALL BE STANDARD 90 DEGREE HOOKS PER ACI UNLESS NOTED OTHERWISE ON THE DRAWINGS. MINIMUM LAP SPLICE SHALL BE CUSS B PER ACI 318. LOCATION OF LIP SPLICES SHALL BE AS INDICATED ON CONSTRUCTION DOCUMENTS. 13. DOWELS INTO FOUNDATION SEAL MATCH SIZE AND SPACING OF VERTICAL REINFORCEMENT AT ALL COLUMNS, PIERS AND WARS, UNLESS OTHERWISE NOTED. 14. CONTRACTOR SHALL OBTAIN APPROVAL PRIOR TO PLACING OPENINGS OR SLEEVES NOT SHOWN ON THE DRAWINGS, THROUGH ANY STRUCTURAL MAEMBER. IS.ONE OF THE FOLLOWING CONCRETE SLAB ON GRADE CRACK CONTROL METHODS SHALL BE USED (CONTRACTOR PREFERENCE): • CONTROL JOINTS: SHALL BE FORMED, SAWED, OR TOOLED TO A i" MINIMUM DEPTH WITHIN 24 HOURS OF CONCRETE PLACEMENT. MAXIMUM JOINT SPACING FOR UNREINFORCED SLAB IS AS FOLLOWS: 34/2' SLAB: 8 FEET O.C. EACH DIRECTION 4' SLAB: 10 FEET O.C. EACH DIRECTION • WELDED WIRE FABRIC (W.W.F.) VWW1.4XW1.4. 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, • MMKC10. OR MACRO SYNTHETIC FIBER REINFORCEMENT FIBER LENGTHS SHALL. BE 1/Y TO 2-1/4' IN LENGTH. DOSAGE AMOUNT SHALL BE FROM 3/4 TO 3.0 POUNDS N ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1I I8. THE MANUFACTURER/SUPPLIER SHALL PROVIDE CERTIFICATION OF COMPLIANCE WITH ASTM C1116 WHEN REQUESTED BY THE BUILDING OFFICIAL 16. CONTROL JOINTS SHALL BE FURNISHED WITH A FULL-LENGTH KEYWAY CENTERED ON MEMBERS. WHERE THE S12E OF LEY IS NOT SHOWN ON THE DRAWINGS, THE LEY 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 REOURED EVEN F NOT SHOWN ON THE DRAWINGS. PROVIDE CONCRETE FILL AFTER BEAM SECTION. 1&CURING OF CONCRETE SURFACES SHALL CONFORM TO ACI 30LI "STANDARD SPECIFICATION FOR CONCRETE CURING" AND ACI 3M'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 BEM ON UNDISTURBED NATURAL SOILS OR ENGINEERED FILL HAVING A MINIMUM NET ALLOWABLE BEARING CAPACITY OF 2WO 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 a INCH (MINIMUM) AND SEAL WITH ADHESIVE. 4. WHERE FOOTING STEPS ME NECESSARY, THEY SHALL BE NO STEEPER THAN ONE VERTICAL TO TWO HORIZONTAL U.N.O. 5. FOOTINGS SHALL BE CENTERED LINDER COLUMNS AND WALLS UNLESS SPECIFICALLY DETAILED OTHERWISE ON THE DRAWINGS. 6. NO FOOTINGS OR SLABS SHALL BE PLACED ON OR AGAINST SUBARADE CONTAINING FREE WATER, FROST OR ICE SHOULD WATER OR FROST, HOWEVER SLIGHT, ENTER A FOOTING EXCAVATION AFTER SU&ORAOE APPROVAL, THE SUBOMDE SHALL BE REINSPECTED TOY THE GEDTECHNICAL 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 6. A GEOTECHNICAL ENGINEER REGISTERED N THE STATE OF WORK PERFORMED SHALL INSPECT THE CONDITION AND ASSURE THE ADEQUACY OF ALL SITE PREPARATION, SUBGRADES, FILE, BACKFILLS BEFORE PLACEMENT OF FOUNDATIONS, FOOTINGS, SLAGS AND WALLS. HE SHALL SUBMIT REPORT TO THE ARCHITECT/ENGINEER DESCRIBING HIS INVESTIGATIONS OF ANY NON -CONFORMING WORK 1ACKM FICA. 1. DO NOT PLACE BACKFILL AGAINST FOUNDATION WALLS - DESIGNED AS SUPPORTED AT TOP AND BOTTOM - UNTIL BASEMENT LEVEL AND FIRST FLOOR SYSTEM ARE N PLACE. SHORE AND/OR BRACE WALLS AS REQUIRED F BACKFILLNG 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 BACIffILL AGAINST FOUNDATION WALLS TO ELIMINATE LATERAL LOAD EFFECTS, OR PROVIDE NECESSARY TEMPORARY LATERAL SUPPORT TO THE TOP OF THE WALL UNTIL PERMANENT SUPPORT 18 INSTALLED. 3. BACKFILL MATERIAL SHALL CONSIST OF CLEAN. WELL GRADE GRANULAR SOILS, FIRED OF ORGANIC MATERIAL AND BE COMPACTED TO 95% OF MAXIMUM DENSITY, AS DETERMINED ICY THE MODIFIED PROCTOR METHOD (ASTM D15M, N LIFTS NOT EXCEEDING 8 ARCHES. MASONRY NOTES: 1. CONCRETE MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI SM, "BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES' AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 590.1, -SPECIFICATIONS FOR MASONRY STRUCTURES.' 2 CONCRETE MASONRY SHALL CONFORM M ASTM C90 AND HAVE A MINIMUM COR94WSWJE STRENGTH Pm - 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 ETHER TYPE M OR S UNLESS SPECIFICALLY INDICATED OTHERWISE USE ETHER PORTLAND CEMMENTAJME OR MASONRY CEMENT FOR MORTAR. S. GROUT SHALL CONFORM TO ASTM C476 WITH MINIMUM 20-DAY COMPRESSIVE STRENGTH OF 2AM PSI. 6. STD BAR RB FORCBM34T SHALL CONFORM TO ASTM A81S, GRADE a0. 7. VERTICAL CELLS CONTAINING REINFORCING AND GROUT SHALL FORM A COMI IL"A CAVITY, FREE OF MORTAR DROPPINGS. & 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 (*" CONTINUOUS VERTICAL REINFORCING BATS.. 9. HORIZONTAL BOND BEAM AND VERTICAL REINFORCING SHALL BE CONTINUOUS U.O.N. LAP SPLICE REINFORCING PER THE SCHEDULE OR 118E 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 NOTE& BM SIZE LAP SPLICE LENGTH BEND DIAMAETER ACI HOOK #4 20' 3" 10, #5 26' 3 9/4' 10' #8 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 N 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 SOLD. 14. CONTRACTOR SHALL BRACE MASONRY WALLS TO RESIST WIND LOADS UNTIL FLOORS AND ROOFS ARE IN PLACE, AND THE MASONRY HAS REACHED 76% OF THE REQUIRED STRENGTH PM. 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.- (NDS) 2. PLYWOOD HAS BEEN DESIGNED IN ACCORDANCE WITH'PANEL DESIGN SPECIFICATION.- AND SHALL CONFORM TO "VOLUNTARY PRODUCT STANDARD PSI CONSTRUCTION AND INDUSTRIAL PLYWOOD.- & ORIENTED STRAND BOARD (OSB) SHALL CONFORM TO -VOLUNTARY PRODUCT STANDARD P82 PERFORMANCE STANDARD FOR WY0004MM STRUCTURAL -USE PANS'. 4. ALL BEAMS AND HEADERS SHALL DE M-PLY U.N.O. S. WOOD SILL PLATES AND WOOD WALLS SUPPORTED ON CONTINUOUS CONCRETE OR MASONRY SHALL BE ANCHORED WITH 1/2 DIAMETER CAST-INPLACE ANCHOR BOLTS WITH T EMBEDMENT, 4- (MINIMUM) AND 12" (MAOMUM) FROM END OF SILL PLATE(S), LOCATED WITHIN THE MIDDLE THIRD OF THE SILL PLATE, WITH NUT AND 3-4-4.229' WASHERS AT THE ANCHOR SPACING BELOW: MAXIMUM ANCHOR BOLT SPACING - 2-0' O.C. REFER TO'PRE-APPROVED FIELD REPAIR NOTES' SECTION FOR ALTERNATE ANCHORAGE APPROVALS. FOR OTHER ANCHORS NOT LISTED, SUBMIT TO ENGINEER OR RECORD FOR REVIEW. 6. ALL LUMBER IN CONTACT WITH EARTH, CONCRETE, OR MASONRY - AND WOOD BEAMS POCKETING INTO CONCRETE OR MASONRY WALLS HAVING CLEARANCES LESS THAN 1/2' ON TOP, SIDES, AND ENO(S) SHALL BE PRESSURE TREATED OR SEPARATED WITH AN IMPERVIOUS MOISTURE BARRIER. 7. STRUCTURAL SAWN LUMBER SHALL BE SPRUCE -PINE -FIR NOA /NO.2 OR BETTER U.N.O. WITH BASE DESIGN VALUES: Fs= 875 PSI ��FC� = 425 PSI FT - 45O PSI FC= 1160 PSI FV- 135 PSI E- 140010 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 N DOUBLE MO TOP PLATES SHALL BE OFFSET AT LEAST 24 INCHES AND SHALL BE NAILED WITH NOT LESS THAN (E)-0.162-x2-1/2' FACE NAILS ON EACH SIDE THE JOINT. DOUBLE (D) TOP PLATES OF EXTERIOR WAILS AND INTERIOR LOAD BEARING WALLS SHOWN ON DRAWINGS SHALL BE SOUTHERN YELLOW PINE NO.2 OR BETTER WITH BABE DESIGN VALUES: FB= 1100 PSI FC� - 565 PSI FT- S75 PSI F�- 1450 PSI FV- 175 PSI E- 1400 KS1 WITH THE MOISTURE CONTENT OF THE WOOD IN SERVICE WALL NOT EXCEED 19%. 9. STRUCTURAL COMPOSITE LUMBER SHALL CONFORM TO ASTM 0 5456 WITH THE FOLLOWING ALLOWABLE DESIGN STRESSES 6911WAR AM LULL PAl1ALLAM F9L PG T91F9fNMRUMD Li E - 2000 KSI E - 1900 KSI E - 1300 KSI F, - 2WO PSI Fs - 2400 PSI Fe - 1700 PSI (h -'BDOi ER BEAM 2A a ARE M ACCEPTED ALTERNATE TO PSL COLUMNS SPECIFIED ON PLANS PROVIDED THE SOOZ ER BEAM 21 IF 18 OF FAIL OR GREATER SECTION DIMENSION TO THE PSL COLUMN AND OF EQUAL OR LESSER HEIGHT I o. FLOOR SHEATHING SWILL BE 2301 NCH, APA RATED SHEATHING, 4W24 MN., 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-IWD-0ROOVE FLOOR SHEATHING SHALL BE GLUED AND NAILED TO SUPPORTING MEMBERS. ADHESIVE SHALL MEET APA SPECIFICATION AF0.01, APPLIED N ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS, PROVIDE 0.131'4-1/2" COMMON NAILS AT 6INCH O.0 ALONG SUPPORTED PANEL EDGES AND 12 NCH 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)-21 JACK STUD AND (1)-2x KING STUD, MINIMUM, REFER TO CHART BELOW U.N.O ON DRAWINGS: WINOSPEED OF <- 140 EXP. C WALL HEIGHT OFT 9FT 10FT STUD SIZE HEADER SPAN (FO 2K4 4 IJAK IJ/1K 1JAK 8 1J/1K INIK iJUP1C 8 1JHK 1J/21X 1JAK 10 1J/2K 1J/2K 1JAK 12 1J/2K 1JAK 1JAK 14 1J12K 1JAK ENO 16 1J/9K iJ/4K ENO 18 iJIBK ENG ENO WAIL HEIGHT VAND9PEED OF <- 140 EXP. C OFT 9FT 1OFT STUD SIZE HEADER SPAN (FT) 2x8 4 INIK 1JAK 1J/IK a WK 1JAK WK a 1J/1K 1J/1K IJ/1K 10 WK 1JAK 1J/1K 12 1JAK 1J/1K 1JAK 14 1 1JAK I 1J/1K 1J/1K 16 MR 1J/1K IJ/IK 18 1J/1K 1JlIK I 1J/IK 13. WAILS 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 18' O.C. MAXIMUM U.N.O. NON -LOAD BEARING PARTITION WALLS 94ALL BE CONSTRUCTED WITH 2X OR METAL STUDS (18 GAL MN.) E 24' O.C. MAXIMUM. 15. STUD COLUMNS UNDER' BEARING PORTS OF ORDERSIBEAMS SHALL MATCH THE GIRDER/BEAM PLY COUNT WITHIN 1/7 TOLERANCE (2-PLY STUD COLUMN MINIMUM). SOLID BACK ALL GI DEMBEAMS THIN) FLOOR SYSTEMS AND TO THE FOUNDATION. 1& WHEN NOT SHOWN ON DRAWINGS OR DETAILS, THE NAILING SCHEDULE FOR WOOD FRAMING ELEMENTS SHALL COMPLY WITH THE IRC TABLE RNIMI). 17. FLOOR SYSTEMS ARE DESIGNED BY THE TRUSS AND/OR WOOD I- JOIST MANUFACTURERS DELEGATED ENGINEER AND BE N CONFORMANCE WITH THE LOADS & DEFLECTIONS IDENTIFIED IN THE DESIGN CRITERIA NOTES SECTION. INSTALL PER MANUFACTURERS RECOMMENDATIONS, NOTES, AND DETAILS. FLOOR FRAMING CONCEPT LAYOUTS SHOWN WITHIN THE DRAWINGS ME FOR ILLUSTRATIVE PURPOSES ONLY TO DEPICT FLOOR SYSTEM -TO -WALL CONNECTION& CHANGES TO THE CONCEPTUAL FLOOR LAYOUT SHOWN IS NOT PERMITTED WITHOUT A LETTER AND REVIEW FROM THE ENGINEER OF RECORD. PREFABRICATED WOOD I -JOIST SHALL CONFORM TO ASTM D 5056. JURISDICTION SPECIFIC NOTES: 1. FOR PARTIALLY ENCLOSED AREAS, INCLUDING BUT NOT LIMITED TO LANAIS, PORCHES, AND BAALCONES A Ire (MINIMUM) EXTERIOR GRADE SOFFIT BOARD WITH A CEMENTTIOUS KNOCKDOWN FINISH E AOCEFTAB.E PROVIDED THAT IT IS PRATED MEETING THE REQUIREMENTS OF ASTM CM TO GIVE THE CEILING WATER RESISTANCE THE SOFFIT BOARD PRODUCT SHALL BE ATTACHED PER MANUFACTURER SPECIFICATIONS TO BE IN COMPLIANCE WITH RM&1. 2 THE SOFFIT DESIGN PRESSURE IS AS NOTED IN THESE DOCUMENTS. WITH KAYCAN VINYL SOFFIT INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQURMENTS AND ICCE.S EVALUATION REPORT ESR-1495 THE SOFFIT WILL COMPLY WITH R70&1. PRE-ENGINEERED ROOF TRUSS NOTES: 1. ROOF TRUSS SHOWN ON STRUCTURAL DRAWINGS IN CONCEPTUAL ONLY TO ILLUSTRATE TRUSS -TO WALL CONNECTIONS AND DOES NOT SERVE AS A ROOF TRUSS DESIGN. ROOF TRUSSES SHALL BE DESIGNED AND MANUFACTURED N CONFORMANCE FOR THE INDICATED LOADS WITH ANSVTPI 1 '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 L BE DESIGNED FOR THE SUPERIMPOSED LOADS IDENTIFIED N THE DESIGN CRITERIA NOTES SECTION. 3. THIS PLAN IS DEVELOPED FROM THE REVIEW OF MASTER TRUSS PILES. ANY LOT THAT DEVIATES FROM THE MASTER TRUSS PILE ON RECORD,OR FOR PLANS FIELDSTONE AE IS NOT CONTRACTED TO PERFORM TRUSS RENEW 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 IPUFT/LATERAL LOADS IMPOSED 4. TRUSS MANUFACTURER SHALL PROVIDE HANGERS AND CONNECTIONS ADEQUATE FOR LOADS AT ALL TRUSS -TO -TRUSS, TRUSS -TO -BEAM, AND BEAM -TO -TRUSS CONNECTION& 5. REFER TO ARCHITECTURAL AL 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 SHALT. 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 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 BCSM IN ADDITION TO PERMANENT BRACING SHOWN ON THE TRUSS DESIGN PROVIDED BY THE DELEGATED TRUSS ENGINEER. PRE -APPROVED FIELD REPAIR NOTES: 1. MISPLACED DOWEL REPAIR: THIS NOTE DESCRIBES ALTERNATES TO MITIGATE THE CASTING OF REBAR VERTICAL REINFORCEMENT AT AN 94CORRECT LOCATION. IF THE WALL HIS NOT BEEN BUILT: DRILL AND EPDXY #5 FEW (36' LO.) 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 BM WITH 12- LAP AT THE TOP OF WALL WITH THE CONTINUOUS REBAR IN THE TIE BFAWBOND BEAM. COMPLETE GROUTING OF WALL. IF THE WALL HAS ALREADY BEEN BUILT: PRIOR TO GROUT PLACEMENT, OPEN THE WALL AT THE CORRECT LOCATION APPROXIMATELY 18'"x 4' (W) AT FLOOR LEVEL DRILL AND EPDXY #5 REBAR Or L(L) 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 BOLT: ALTERNATE SILL PLATE ANCHORAGE SOLUTIONS INMOONpITC A 112W TITEN HD WITH 1-S/4' MINIMUM EDGE DISTANCE AND 8' MINIMUM END DISTANCE IS A DIRECT 1:1 REPLACEMENT FOR A 1/2DIAMETER ANCHOR BOLT WITH T EMBEDMENT INTO CONCRETE A 1/Y THREADED ROD SET-m EPDXY T EMBEDMENT WITH 1-W4' MINIMUM EDGE DISTANCE AND 7.1/2' MINIMUM END DISTANCE IS A DIRECT 1:1 REPLACEMENT FOR A 1/2" DIAMETER ANCHOR BOLT WITH T EMBEDMENT INTO CONCRETE INTO GROUT F91m MA90091Y 1MIlI II: A I"' TITEN HD WITH 13/4' MINIMUM EDGE DISTANCE AND 8' MINIMUM END DISTANCE AT V-W O.C. REPLACES A 112' DIAMETER ANCHOR BOLT WITH 7' EMBEDMENT AT 9-W O.C.; LIKEWISE A 1/2'xa" TITEN HO WITH 1-314' MINIMUM EDGE DISTANCE AND S' MINIMUM END DISTANCE AT 7-W D.C. REPLACES A 1/2" DIAMETER ANCHOR BOLT WITH 7" EMBEDMENT AT N-0" O.C.. 3. SIMPSON MASH SILL ANCHORS MAY BE USED AS AN ALTERNATE TO THE ANCHOR BOLTS AND SPACING NOTED HERE-N ACCORDING TO THE FOLLOWING TABLE: BASIC WIND SPEED (MPH) MAXIMUM SPACING <140 Q-0 140 1'-8" 150 1'-7 NOTES: 1. MASA SPACING BASED ON NO MORE THAN ONE N THREE INSTALLED WITH ONE LEG INSTALLED VERTICALLY ATTACHED TO STUD 4. MISSINGNISPLACED TRUSS STRAP ANCHOR: REFER TO 'MISSED TRUSS STRAP REPAIR' DETAIL WITHIN DRAWINGS. FOR MISLOCATED TRUSS ANCHORS WHICH ME GREATER THAN IV 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 P.E. 3" LG. NAILS). WHEN GAP IS GREATER THAN 1-1/2', INSTALL NEW ANCHORS. 5. MASONRY WALL OVERHANGING SLAB SLOCKOWBMA Pirm < 5/8' 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 8. NOTCHED TOP PLATES & STUDS REQUIRING REPAIR AT 9FUDlk STRUCTURAL REPAIR IS REQUIRED AT STUDS WHEN A STUD 18 NOTCHED TO A GREATER THAN 25%OF THE WIDTH IN BEARING WALLS, OR 40% IN NON -LOAD BEARING WALLS; OR WHEN A HOLE IS ORILLEDIBORED TO A DIAMETER EXCEEDING 40%OF THE STUD WIDTH N BEARING WALLS, OR W% OF THE STUD WIDTH IN NON -BEARING WAILS. IF THE MAXIMUM HGLEA40TCH SPECIFICATIONS ARE EXCEEDED THEN A STUD SHOE MUST BE INSTALLED. STUD SHOE REPAIRS ARE AS FOLLOWS: FOR 2X STUD USE HS82SDS1.5 WITH (I*1/4'Xi-1/Y SOS SCREWS. FOR ML LTI-PLY 2X STD8 USE HS82-'Mr-SOS3 WITH (I*1/4•X3• SDS SCREWS, WHERE '#" CORRESPONDS TO THE NUMBER OF STUDS IN THE MULTI -PLY. ATTOP PLA76fk A HOLE. CUT, OR NOTCH THAT 18 GREATER THAN 50% OF THE PLATE WIDTH IS REMOVED FOR PIPING (E(CEPT 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 1640AUOE METAL TIE THAT RI AT LEAST 1-1/Y WIDE AND MUST BE FASTENED WITH (a)-1 SD NAILS ON EACH SIDE OF THE OPENING. * Fieldstone C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERING: 29349 0 IBRAHEM ELAYEB, PE P.E.# 91476 ■ BENJAMIN NIESE, PE P.E.# 86025 02/06/2024 DATE �Qi.•''rrla 0. STATE OF ��IIII� Mloldgm 34DO Auburn Rd Su9e 200 Auburn H018, MI 48326 +1 248.622.4035 Fbdde 129M Tampa Oaks Blvd. Su9e ISO Tampa, FL 33637 +1 813.468.3310 O 0 J 0 Z w 0 CC I- N 4 Z uj 5a W J CC O Q LLLL LO w cl)CL Q � Ln O e') N SWAT I I DRAWN S?W. FAE VERSION: 5.0 SHMNME COVER SHEET SHEET RY SO.1-140 rumm M& 1 ��4OloreRrrllNaca 2STORY F01 MOMMUM F;A;'010 amm�-�\ WQLM RM PA IKW.M MULM N 1011101111 GNIM11101111111 1XIIIMMUNIN mm A PER PLAN PER PLAN RUN PER KAN F;aU 404-r �2! 2! 2 STORY 2STORY F04 1110irm FMM-M 29TORY faimm.main ramm.mm Iaraawaarla --- IIIIIWIII 2 STORY 2 STORY SNOMaL W--"DWIF;r"W omm N mmmpYs 1P 1111111111111wo F07P UM DWI1U 2STORY MOM= --w F;;.aro PER PLAN. sum EXPANSION amomILIKURM EPDXY ANCHOR ANCHOR 4* NIIN MrMIUM lrYNa mum" I-VIVMIN m" M"m -� IL asoum MIIMM ow Nrs NOr own vion walm &MI11MILNUMILM - TI I 2 STORY 11101/m NOT TO SCALE F=41X) nrNNrawrrNarame CE Z PU I 11�= @PWDW PENUMMMMMIN 11101rim riv F 1A NOT TO SCALE FMG-100 FMG-110 F;7120 fMMrrLlM SEE FOUNDATION PLAN 91W SEE FOUNDATION PLAN a. 9-W v-W ------------------- `� --- ---------- -- 77-7 8BE4"RW8P8M710N-CMU 10HUBzp2v= FWA-130 sm— OM FZM * Fieklstwe C.OJL# ARCHITECURE: AA26002802 C.O.E.# ENGINEERING: 29349 13 IBRAHEM ELAYEB, PE P.E.# 91476 E BENJAMIN NIESE, PE P.E.# 86025 02106/2024 0%11111111/f/ STATE OF C 4e !,fo IVAL 11111110 MMhIW 3400 Auburn Rd Suke 200 Auburn HiNs, M1 48326 +1 248.M4035 Flodds 120M Tampa Oslo Blvd. sufte 150 Tampa, FL 33637 +1 813A88.3310 www.fieldstoneaacoin v- C) O Q Lug Z 15 z LU i LU Fn In LU -i it o Q LIL cr S2 co C/) co) r o P 0. w 0 c) N 2d 12d 2Pd 'd 1" 4'd 174r R N 21•X24•Xlr CONC. FTG, W/ #4 BARS @ lr O.C. EA WAY 61 a § b OFT. ® Oar. I SCREEN SCREEN 9CREENI I r•1P I 'd 7.1P 7$ 2-r M 9'-1P S'-1P 2-2 4'-4• VERFY MO VHSFy VMFY MO VERFY MO 0 IN IN IN I I I I 14'•101/r 7d 1117l/•r I b w — --- I I IY I � 15'-r 17.1P — — — — — — — _ -....----- — ti a � I I I I� I I I I a OIES. � N 24']Cb"lr COW. FTS. W/ #4 BARS @ 1r O.C. EA WAY b RI R b ITm N A m IN RLL i I MO VERFY MO Y MO VERIFYMO I'd 7-1P 7-1P 1'1' led 6 w41 24'n4*Xlr CONC. FM. W/ #4 BARS 01 r D.C. EA WAY low 17.4• '9-r W4r FOUNDATION PLAN - ELEV. Hill WAS Ile-11V 1Hl1 CONCRETE SLAB ON GRADE OVER VAPOR BARRIER L REFERENCE FI NSNED FLOOR ELEVATION - Pd i REFSi TO OWe So i FOR GENERAL S'HRUCTl1RAL NOTES 0*0 HeMst w C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERING: 29349 0 IBRAHEM ELAYEB, PE P.E.# 91476 IN BENJAMIN NIESE, PE P.E.# 86025 02/06/2024 No. 86 �Q • rz �� STATE OF 11111111110 Mkhk" 3400 Aubum Rd Suke 200 Aubum Hills, MI 48326 +1 248.622.4035 Fk2Flda 12806 Tampa Oaks Blvd. Suke 150 Tampa, R- 33637 +1 813.466.3310 T O J _ N M UT � W Z W G W J cc O n aL cc U W c6 �_ : _ Z I MN 1- L eFlo-aenr eFlo-aenT SF82-OB/1T WIUNTELRECESS 25 SH 2920 DOOR �j :END25 INUOUS UNTEL OVER NRY COLUMN. ORLL 3• IN BASE OF LINTEL! ND REBAR THRotTGlt ------� I I I L----- 8F160B/1T V4 25 SSH 3090 DOOR eFto-tenT j CONTINUOUS UNRA OVER MASONRY COLUMN. DRILL T HOLE IN BASE OF LINTEL • EMEND REBAR THROUGH eFlo-aenr 25 SH 25 SH LINE OF SECOND FLOOR ABOVE ------------ I I I I I I 8F3fiB/1T 1S0700HG0 FIRST FLOOR WALLMEADER PLAN - ELEV.11111 41COI& AY-1W 1�REFER r0 DM SaI FOR GENERAL STRUCIAMAL 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 02/06/2024 DATE WRAWBUIEWILM L t41Bt)w810lfArtAtI�IAMNNNINIR �OFNCall i t�N1�t�IN8B6ftat0llaO�N Nat. 3 rINSINRI01EBaMIta.IRILBixaLYs PENSION. 4 N1BNNeN-t>.uan l 94i1ROal j treN�a � IfNNL� AISNR1NrLA I.I/r CLEAR 9ANI a1tN am S• NOMV&& �om HERiiT No. 860 Q. OFALORIV 0 II Michigan 3400 Aubum Rd Sufte 200 Aubum Hills, MI 48328 +1 248.822.4035 Florida 129M Tampa Oaks Blvd. Sufte 150 Tampa, FL 33637 +1 813.466.3310 wwwAski toneae.CDm T O J _ N Lu z 5a uj N W _j cc O 0 aL U W -4 W a O N M L _ �MAWN W. I FAE I VERSION: 5.0 SHEET NAME WALLMEADER PLAN S2.1 MSTCM40 FROM IONG STUD Accnoss FLOOR TO CMU WALL BELOW CA 2x� solo sH END TYP. TYP. S (2)LSTA12 FROM BASE OF (2) 2c COLLM TO GIRDER BELOW MSTCM40 FROM WNG - S1UD ACCROSS R.00R TO CART WALL BELOW CS1a HORIZONTAL STRAP CONT. ABOVE 8 BELOW OPEMHOS PER MSt.2 M SA1 Soso eH soAo sH (2)-294 WALL GO OOM. ABOVE A BELOW OPEMNGS PER BIM.2 — MLSTA12 FROM BASE OF M 2K COUNAN TO GIRDER BELOW SECOND FLOOR WALIMEADER PLAN - ELEV. A'I" WIMM 1/I•-1'0 MkhlW 3400 Auburm Rd Suite 200 Auburn Hills, MI 48MI +1 24&822.4035 Florida 129M Tampa Oaks Blvd. Suite 150 Tampa, FL 33637 +1 813.468.3310 WwwAskistonese.coAn T C3 O J N 5 a z LU o of 0 O Q IJL 07 U 1u_ O O MN cr F— e ``11111111 �� ekbtone C.O.A.#ARCHITECURE: .� �►'••, ORAVMBY. FAE AA2600 M C.O.E.# ENGINEERIN a• _ VERSION: 5.0 29349 = * sHEEr taAA 0 IBRAHEM ELAYEB, PE - 4, _ SECOND FLOG P.E.# 91476 �'A '• Iy EADER PLAN ■ 13ENJAMIN NIESE, PE % O P.E.#86025 �i��:►�'•R�ORID'G`2►`� SHEETIR 24 % ' ONAL 1� S2.21 DATE 11111111 MI FLOOR/LOW ROOF FRAMING PLAN ELEV. III WAM IW-IW 1�REFER TO DWG SL1 FOR GENERAL STRUCTURAL NOTES 2. REFER TO DETAILS ON DWO S4.1 FOR ROOF SHEATHING REQUIREMENTS IY f(z)HETA1s %W(12)ISd (2)HTSIS TO WM4 BUI COLUMN. OTT22 A BA COLUMN w/ (8)114-Al-I S 1/r ATR ACROSS FT.0 SET40 EPDXIED TO TC CMU WALL, MIN. tr 9a SEE RWM.1 (2)MTS1S TO (2)N4 BUI COLUMN. DTT22 Q BAN COLUMN •tl (6)1/47d-1 & t/r ATR ACROSS FLI SET40 EPDXIED TO T( CMU WAIL, MIN. 1r B SEE PADIS .1 ROOF FRAMING PLAN ELEV.11111 SCALE: 1/4•.1'd 1 1. RIEFER TO DWG SOLI FOR GENERAL STRUCTURAL NOTES 2 REFER TO DETAILS ON DWG S4.1 FOR ROOF SHEATHING REOUPE MI NM TMMM UNLESS ODPJSMSE NOTED ON PLANS: t. ALL TRUSS STRAPS TO MASONRY AE TO BE METALS. 2. ALL TRUSS STRAPS TO WOOD TO BE SIMPSON HiSA WHBI INSTALLED ON EXTERIOR WALLS ffiRAL BE CONNECTS) THROUGH EXIFJgOR SHIEA7HM10. M H2.SA TO BE USED TO MULTFPLYTRUSS, (1) EACH SIDE w/Sd NAUR MN. SIMPSON H2.8A MAY SE USED ON JACK TRUSSES ON THE EXTERIOR OF THE WALL w/8d MIN. S. ILO TYP METAL TRUSS CONNECTORS, FRAME BCRENIB MAY BE US®AT CONTRACTOR OPTION PER THE FOLLOWING: A) TRUSS TO TOP PLATE TO BE (2) SNAPSON ODWC158M 8) MULTI -PLY TRUSS REOUIR E (2) SDWCISBSSAT EA PLY C) (1) SOMIS888 SCREW FROM TOP PLATES TO JACKTRUSSE8 4. FOR DEL TWSBT STRAP TRUSS CONNECTIONS (LTSWTS/HTS) REFER TO DETAIL FW FOR INSTALLATION CONFIGURATIONS. FM P MIS FIELDSTONE AE IS NOT iCTED TO PERFORM TRUSS REVIEW CONTRACTOR IS RESPONSIBLE TO THE DIRECT COMPLIANCE OF TRUSS CTURER LAYOUT TO THESE GS • VERIFY AJ. TRUSS TORS ARE SUFFICIENT TO AND THE UPUFTILATERAL LOADS RUSS CONNECTOR SHOWN IN THESE GS CAPACITY WAS BEEN EXCEEDED, ISS MANUFACTURER SHALL NOTIFY 31NEEA OF RECORD IMMEDIATELY BUILT UP BASE OF (1-1/r SDS FLOOR S f TOP OF EMBED. BUILT UP BASE OF t1.1/r SDS FLOOR S TOP OF EMBED. Fieldstone C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERING: _ No. 8 29349 = O IBRAHEM ELAYEB, PE 4, P.E.# 91476 �� '•, ■ BENJAMIN NIESE PE O R OF vi P.E.# 86025 �i�tt►'•. �XOR190! ••'•?`� 02/06/2024 DATE /111111 MM hIW 3400 Aubum Rd Suite 200 Aubum HN1% MI 48326 +1 24&622.4035 FWda 12906 Tampa Oaks 9Nd. Suite 150 Tampa, FL 33637 +1 813.466.3310 www.fiekbIloneae.com 0 H O J — a 1 z Q Z 2 5a We Fn U) W ocr o O x aLL a vi V W }�} (Y O } _o _ P CL r O m ^LLI 7 cN H r L _ (DRAWN Or. I FAE I VERSION: 5.0 ROOF NAM FLOOR FRAMING PLAN (2)HTSIS TO M2z4 SUI COLUMN. DTT2Z 0 SA COLUMN vd (a 1/4-x1-1 & 1/2' ATR ACROSS FU SET48 EPDXIED TO TI CMU WALL, MIN. Ir E SEE RWO/84.1 (2)MTS1W TO (2 W BU COLU IN. DTT2Z 0 SA COLUMN vW (4114-A-1 & 1/r ATR ACROSS FU 8ET.W EPDX ED TO TI CMU WALL, MIN. Ir E SEE RWO/84.1 ROOF FRAMING PLAN ELEV. 'LIT' SCALL' IW-Ira• !qR 1. REFER TO DWG 80.1 FOR GENERAL STRUCTURAL NOTES 2. REFER TO DETAILS ON DWO 84.1 FOR ROOF SHEATHING TEOUNEdENIS �p Fieldstone C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERING: 29349 G O IBRAHEM ELAYEB, PE P.E.# 91476 ■ BENJAMIN NIESE, PE P.E.# 86025 o2MS/2024 DATE W UNLESS OTHERWISE NOTED WIPLANS: 1. ALL TRUSS STRAPS TO MASONRY ARE TO BE META1& I ALL TRUSS STRAPS TO WOOD TO BE SIMPSON H10A WHEN INSTNI®ON EMERIOR WALLS SHALL BE CONNECTED THROUGH EXTERIOR SHEATHING M H2.SA TO BE USED TO MULTIPLY TRUSS, (1) EACH SIDE w/ d NAILS KM SMPSON H2.5A MAY BE USED ON JACK TRUSSES ON THE EXTERIOR OF THE WALL w/ed MIN. & ILO TYP METAL TRUSS COIMECTOPA FRAME SCREWS MAY BE USED AT CONTRACTOR OFTON PER THE FOLLOWING: A) TRUSS TO TOP PLATE TO BE (2) SIMPSON SDWC1 MW 0) MULTI -PLY TRUSS REQUIRE M SOWCISWOO AT EA. PLY C) (1) SOWCISSOOSCREW FROM TOP PLATES TO JACK TRUSSES 4. FOR DBL TWIST STRAP TRUSS CONNECTIONS(LTWMTSKM REFER TO DETAIL FWD FOR INSTALLATION OOMPHR)RATIONS. ow-w FOR PLANS FIELDSTONE AE IS NOT CONTRACTED TO PERFORM TRUSS RENEW ON, THE CONTRACTOR IS RESPONSIBLE TO ASSURE THE DIRECT COMPLIANCE OF TRUSS MANUFACTURER LAYOUT TO THESE DRAWINGS A VERIFY ALL TRUSS CONNECTORS ARE SUFFICIENT TO WITHSTAND D THE UPUFTMTE AL LOADS IMPOSED. IF ANY TRUSS CONNECTOR SMOYNI IN THESE DRAWINGS CAPACITY HAS BEEN EXCEEDED. THE TRUSS MANUFACTURER SHALL NOTIFY THE ENGINEER OF RECORD IMMEDIATELY 41V. Na 8602 Q STAY .Af M','I, l 3400 Auburn Rd Suite 200 Aubum Hills, MI 48MI +1 248.622.4035 Florida 12806 Tampa Oaks Blvd. Suite 150 Tampa, FL 33637 +1 813.466.3310 0 I— O J 0 Z F5 cv) CL w {r— O cc I--• r LV o Z c�� 5a W G Iu Q CC � O tl c� W O c^'9 cr L _ DRAVM W. FAE VERSION: 5.0 SHEET NAM ROOF FLOOR FRAMING PLAN MEET # S3.1-11 STRUCURK SHEATHING, SEE PLAN AND DETAILS FOR A1TN7aAER 11/r PRE-@IOt'E� wOODTRussEs AT 24' O.C. MAX .OR- 2<BLOCING AT 2<RIMON BOARD SHEATHING EDGEB•d M ATTACHED TO TRUSS $ INTO TR1188 w � 10d RAILS. 2P ad CONTINUOUS D.C. CENTER MAX SPACING STRUCTURALSHEATHWO STRUCTURAL NAL PER TYPIM CONTINUOUS �TUIRAL SHEATHING DETAIL SHEATHING NAIL PAIL J Y TRuBB TYPICAL SHEATHING DETAIL ANCHOR PER PLAN DETALAT TRUSS HEa>I1N' rYPICALTRU88 ANGDR PER PLAN NIM TO ARCHITECTURAL DRAWINGS AND/OR TRUSS MANUFACTURER DRAWINGS FOR SPECIFIC TRIM PROFILE INFOIIM710K. pa HEEL HEIOHB, SLOPE, OVE*IANGW STRUCTURAL SHEATHING, SEE PLAN AND DETAILS FOR ATTACHMENT PIE-E10uMpED WOOD TRUSSES AT 24.O.C. MAX TRUSSANCHOR PER PLAN FASCUA, (SEE ARCH DWGS) BOLD REAM PER PLAN DETAIL AT TYPICALMSS %WHO<I1µ• R01 ROOFmONIlA80 w 11/o1/2028 Nor ro SCALE RWM-010 ul/aaRnletrllw wranwq IwN/IlNA1M �tLRltallNls IwM�IwrRYm MMRaINN tMN f6tN14l6MIOi NUS H� LwwHnttN R07 K18MMIMM13MMIMMIRR wolraw NOT TO SCALE RWM-070 MtTMew.. MILIRMK<�NtINN1 a �UNLlaaaiNOtTMIYa sNMaMMIrTaa�MTTTwMLIRTIt INNAwO ► IR�Nm��` A• a CNM�1NlONwwtwrL IMMip swNf tFBIIHMw a ilms wNMNNw.NN1R Iw1eOLILIIiNMI HMMMTAmaANTR IE1MgaANMI M11SM MEIw 4•-14H�/P•1P "x M `III II wrawtaMTR M �wOIEM DIEM ffxkow LM) OIVrINMML�NIR TOR MLR111�Twellt<IM Roe ROOF13MONMM 1110ir x2 RW~W-M 421/r 3n TRUSS OR RAFTER 215M m OVERIYVIO OVERHANG PER PUN PER PLAN Vr•1 aw ..Ew.amt..tol. MlslttllMTNI �onsgum" an MaNM1QlU■1tI■NNlN NA1N1811QIINIRwwNN / TRUSS OR RAFTER TRUSS OR RAFTER TR18a OR RAFTER M SUYW:15m0 M SDW S000 M 8OWC15000 +l- tµ• 0 r". OVER ANG+/- fµ' PERPER PLAN PER PLAN-i 1• MMM 1 •7/0' 1/r-7/r �• MawamIMMI +F 1µ' 2p'- .�• (MM�� MINIIIwwNiNw01RMT 711 22,rr MLL11a01N1aMIM0 M41�L1NMLMTwTwFN OPTIMAL OPTIMAL, lw R03 7REAVISMDOWE701"PIAiEOBCONNEO 0113 ttrot/2028 R; 030 CONTINUOUS CONT. 27(4 (MIN.) Vd STRUCTURAL , (2)10d NAILS SHEATHING PER PLAN SHEATHiANG. SEE PLAN PoR 21L4 OURIERGOAT 2!• O.C. FE `D AT ATTACaEM/T OV9WANGS GREATER THAN 15•. IOd TOELAIS @ (� A95 ®EA ATTACH TO GABLE DROPPED TOP CHORD i : .' OUTRRGOEA TO S O.C. TAU88 TO „ KGRACE w/ TYP TRUSS CON4ECTOR PER PLAN TRUSS 1q (3)1 Od WALJ. FRAIaN10 � T� Pub SHEATHING PER UUW DRO"M TINS SAME � OU}p GASIM roENAlls PER PLAN VV= 21L4 BLOCKING ® Cam• 9Lt (N'L) `M READ AT 170 MPH OR GREATER EDGE NAILING SHEATHING EDGE (2) 10d NAILS , IN UEU OF BLOCKING AND V#M10d@EA EDGE NAILNO SHOWN @O TO ADJACENT 2IA LADDER FRAMING AT WITHIN THE GABLE, R E TRUSS WEB 24. O.C. REQ'D AT BLOCKING AS REQUIRED ACCEPTABLE TO USE (OR BOTTOM OVERIHANGa UP TO 1r. 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(I)-- 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 EQ EQUAL MIN MINIMUM ATR ALL THREADED ROD ES EACH SIDE MISC MISCELLANEOUS BLK BLOCK EW EACH WAY MO MASONRY OPENING BLKG BLOCKING EXP EXPANSION NOM NOMINAL BOF BOTTOM OF FOOTING EXT EXTERIOR NTS NOT TO SCALE SOT BOTTOM FD FLOOR DRAIN OC ON CENTER BRIG BEARING FDN FOUNDATION OPNG OPENING BTWN BETWEEN FIN FINISH OPP OPPOSITE CANT CANTILEVER FLR FLOOR PEN PLYWOOD EDGE NAILING CL CENTERLINE FN FIELD NAILING PLYWD PLYWOOD CIP CAST IN PLACE FT FOOT/FEET REINF REINFORCINGIREINFORCEMENIT CJ CONTROL JOINT GALV GALVANIZED REDD REQUIRED CUR CLEAR GDR GIRDER RO ROUGH OPENING CMU CONCRETE MASONRY UNIT GRD GRADE SC STUD COLUMN COL COLUMN GWB GYPSUM WALLBOARD SHTG SHEATHING CONC CONCRETE GYP GYPSUM Sim SIMILAR CONT CONTINUOUS HO HOLD DOWN SP SOUTHERN PINE #2 OR BETTER OBL DOUBLE HDR HEADER SPF SPRUCE PIR FIR #1/#2 OR BETTER DIA DIAMETER ILO IN LIEU OF TYP TYPICAL DWG DRAWING IN INCH UNO UNLESS NOTED OTHERWISE Zone 1 140 WINDSPEED CHARTS 2020 FL - C & C Pressures (ASD) BASED UPON Iola Roof Pressures Gable Roof Pressures I HID Roof Pressures Zone 2e I Zone 3e I I Zone 2e I Zone 3e Components and Cladding Pressures (ASO) - 2020 FL Positive Width Height Effective Pressure Pressure Desalodon Zone (ffti Ll Arealft2l ipffi IRM 160700HGD -- 16 7 112 24.0 -26.8 80700HGD --- 8 8 64 24.0 •26.8 3080 DOOR 4 3 8 24.0 26.8 -29.1 3068 w/3010 TR 4 3 8 24.0 26.8 .29.1 255H 4 3 5.25 15.8 27.5 -29.9 25SH ENDS 3 5.25 15.8 27.5 -36.3 345H 4 4.5 4.25 19.1 27.1 -29.5 2669 DOOR 4 2.5 6.67 16.7 27.4 -29.8 6068DOOR 4 6 &67 40.0 25.9 -2&2 60685GD 4 6 6.67 40.0 25.9 -28.2 305MH 4 3 s ss.0 27.6 •30.0 305OSH ENDS 3 s 1s.0 27.6 -35.5 24405H 4 2.33 1 4 9.3 2&3 -30.6 Wall Pressures FASTENERS ALLOWABLE LOADS CONNECTOR QTY TYPE GRAVITY 1.0 UPLIFT (Ibt)g/1.6 LATERAL PH 1.6 META16 8 0.148"X3-1/2' -- 1450 F1: 340 F2 : 770 HETA16 9 0.148'xl-1/2' - 1910 F1: 340 F2:770 (2) METAl6 1 30 0.148'xl-1/2" -- 1875 Fl . 680 F2: 770 121 META16 14 0.162'x3-I/2' -- 1795 F1 1285 F2: 1280 (2) HETA16 1- 10 0.141 l-1/2• -- 3920 F2: 680 12 : 770 (2) HETA16 2- or 3- 12 0.162"x3•i/Y -• 2365 F3 13SO F2,1430 HSTM36 8 0.148"x1- 2" -. 1110 F1:120 F2: 90 4 1/4"xl•3 4-CONC SCREW LGU M28.2 6 8' x 4' TITEN HD 8250 2435 6 l"x2 2"SDS SCREW MSTC28 36 0.148" x 3 4' 3460 MTS12 14 0.148"xl-3 " 990 28 0.148"xi- 1980 14 0.148"xl- 990 1a'xz 4"CONC SCREW 3500 law 0.132 0.348"xl- 2,890 RHU210-2 16 0L-1- 1310 24 0.148"xl•1 1330 300.14H"X2• 2s 14 0.148"x2- " 1235 22 O.Mrx2- 1640 MSTA24 IS 0.14l 1 36 0.148"X2 2' 3,280 26 0 t8'% I" 2050 52 0.148" %2 2' 4,300 22 0.148"x2-3 2050 FM4 36 0.148•x3 4" 3.460 62 0.148"x3- 1" l735 9 0.148X3'i,125•- 5 4" X 2 4'3 0.148" X 3' -- 1.870 -- B 4"%21/4" (2) MSTAM36 26 16 0.148" X 3" 4"X214" -- 3740 MSTCM40 10 1N2-1 "CONCSCREW 29W 4 X3-14' MGT 22 0.148'Y3" .- 3%5 F1 775 F2 525 3 5 "ATR HGT-3 16 0.14ON3" ._ 10.790 -- 2 3 4' ATR VGTR or 1 S "ATR - 222S F1:650 F2:630 16 4"X3"SOS VGWL "ATR - 5545 :650 F2:630 32 4"0"SDS VGT 1 5 "ATR 4940 FI: 118S F2: 590 16 1 4"X3" $05 (2) VG( 2 S ATR 718S-2ply 88 3d. F1: 1185 F2: 590 32 3 4".3" SDS DTTIZ 1 1ATR l'x3"/2" _ 1825-2x4n4n 145 22x4min .. NTT4 1 5 „ATR -' 3610 IB 0.148"x3- HTTS 1 "ATR 4670 26 0.143" 8"x HTTSK W. ATRT 5445 .. 26 SD 4IOX2- ABU 1 ATR 7570 1900 .- 1212 0.162"x3- ABU662 1 S "ATR 16205 2475 -- II 0.162"x3•i " H2-SA 30 OA31'X2.1/2- .. 565 FI: 110 F2: 110 H10A 18 0.148"Xi•in- .- 1340 F1: S65 F2: 285 HlOA-2 18 0.148"xl-iQ' -- 108D Fl : 680 F2.260 NUC48 14 I/4"x2-3/4"CONC SCREW 3500 1135 -- 6 0.148'x3" HUC414 24 1/4-.2-3/4' CONC SCREW SOBS 2015 -- 32 0.14rX3" WS26 4 0.141l 865 1165 SPH4 12 0.14rd-1/2- -- Side:640 Center : 1290 ._ OTC CUPS 4 3/16912.3/4° CONC SCREW _ F3:85 F2:135 2 0.Lwd-la A35 12 0.131"x1-IA- .- __ FI:650 F2 : 670• SDWCIS600 1 SDNCI5600 -- 615 FI' 130 F2. 2ZS SDWC254S0 1 SOWC15450 295 F2:150 M26 M162-x3.1/2" 3200 1250 - 1! 0148"X3' LGU3.63-SOS 6,720 5$SS -- 12 4"X212" HDUB-SD525 1 7 'ATR 7.870 -- 20 14"X2 IjrSDS HOUIl-SOS2.5 1 1"ATR 11,175 -- 30 14"X2 llrSDS TH026 20 0.362" x 3' 2940 324D -- 20 0.148' x i 2' THD28-2 28 0.162" x 3' 4330 4860 16 0.148"x3' PRECAST LINTEL GRAVITY LOAD TABLE 2. LOADS LISTED HAVE BEEN CALCULATED OR COMP RED FROM APPROVED MAN UFAMRERS: CAST-CREM, iOTTS CONCRETE, QUAUTYPRECASTCO. MAXIMUM LOAD (PLF) LAIZADDRO%. MAX. CLEAR TYPE A 8" TYPE B 12" TYPES 14"TYPE B^ 16"TYPE 8 20" TYPE 8 24" TYPE B M" TYPES 32TYPE B NGTH OPENING S°UNTEl 8'TYPEC 12`IYPEC it"7VPE C•' 16'TYPEC 20'TYPEC 24"TYPEC 28'TYPEC 32'TYPEC 2 IT 1'6" 2231 3069 3719 3280 5163 6607 9054 9502 low) 3069 4505 5205 6113 7547 8974 10000 lom0 3'5" 22' 2231 3069 3719 3280 5163 6607 BD54 95C2 100m 3069 46D5 5206 6113 7547 074 10000 10000 4'O" 28" 1783 2551 2751 328D 3820 4890 5961 7034 8107 2561 46D5 5206 6113 7547 8974 IOOOD 1m00 4' 6" 3 Y 1343 1969 2110 2992 2931 3756 4576 5400 6224 1969 4375 5206 62l3 7D39 9672 1000D 10000 4'8' I 1217 1349 1438 1716 1999 1 2560 3132 3686 4249 1349 3090 4567 5355 4766 5817 7074 9203 It 0" 1W6 1349 1438 1716 1999 2560 3132 3686 4649 1349 3090 4567 5365 4766 5617 7074 8201 910, 96" Boo -. L'73 16m :631 2C9C 2549 3009 3470 M 2522 4242 4360 3942 4889 5917 6662 6' 6" S 2" 710 1232 2177 3738 3480 3031 3707 1 4383 5C61 Y232 21T7 2736 34W Sul 8360 8625 759D T 6" 6 2" 570 991 1729 2108 2632 2205 2698 3191 3685 991 2729 21M 2632 3896 M61 4742 55M r 4' 10" 458 699 1160 1516 1626 2564 3486 2818 3302 699 1245 1516 1803 2564 3486 2964 3387 914' 40" 416 699 1160 N/A 1625 2564 3486 29:8 3302 099 1245 N/A 2843 2564 34" 2964 3397 11YB 1'2• 354 535 39C N A 1247 2C93 2777 2163 2536 535 1054 N/A 1533 2093 Z781 2259 2625 11'4" IV 0' 315 567 890 N/A 1366 1846 2423 3127 4005 %7 945 N/A 1366 1846 2423 3127 4006 12'0' 108' 292 525 873 N/A 1254 i684 2193 28C5 3552 525 873 N/A 1254 1684 2193 2805 3552 12'11' 11'2" 277 471 755 N/A 1075 1428 :838 2316 2883 471 755 N/A 1075 1428 1839 2316 280 IB•4' 120" 255 471 755 N/A 1D75 1428 1838 2316 2535 472 755 N/A 1075 1423 1838 2316 2883 14, a, 328" 239 424 706 N'A 1002 1326 1697 2127 2278 424 706 N/A 2002 1328 1697 2127 2630 14'r 38C N/A N/A N/A N/A N/A N/A N/A WA N/A N/A 783' N/A 1234• 1421' 1779' 2188• 2660' 4" 19 a" N/A N/AEN/A N/A N/A N/A N/A N/A N/A N/A N/A Ill 1331' 36W' 2032• 2459• 17'4' 1B 0" ry/A N/A N/A N/A N/A N/A N/A N/A N/A N A 952' 1117' 1379• 1571• 1997- 19'4" isa" N/A NIA N/A N A N/A N/A NjAN A N A N A 750• 960• 1177' 1415' 1621Ytr 18'8" N/A N A N/A WA N/A N/A N/A N/A N/A N/A sm. 845• 1114' 1345' 145V 2!'0' 228" WA N!A N/A N/A N/A N/A N/A N/A N/A A 250' N A 450' 650• '880 1090° 1220' 'PRESTRESSED „" B' W/2" RECESS U-LMTELS Type A= Unfilled no Reba; Type 8= Continuous Grout, Steel per Planin Bond Beam Only; Type C = Contmous Gmut,Steel per Plan In Bond Beam & Untel ORO Fieldstone C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERING: 29349 0 IBRAHEM ELAYEB, PE P.E.# 91476 ■ BENJAMIN NIESE, PE P.E.# 86025 02/06/2024 DATE IN _ No.86 AV z- Q STATE O Q/ .p40RIOO •'' ?�` ONAL ////111111\\\\ a (�yX$tl o � ag§�§��y°y�8sY5ii�s � ar'3&a SS ��1X5`stb=1I2 Michigan 3400 Auburn Rd Suite 200 Auburn Hills, MI 48326 +1 248.622.4035 Florida 12906 Tampa Oaks Blvd. Suite 150 Tampa, FL 33637 +1 813.466.3310 www.fieldstoneae.com T O ORO Fieldstone C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERING: 29349 0 IBRAHEM ELAYEB, PE P.E.# 91476 ■ BENJAMIN NIESE, PE P.E.# 86025 02/06/2024 DATE IN _ No.86 AV z- Q STATE O Q/ .p40RIOO •'' ?�` ONAL ////111111\\\\ a (�yX$tl o � ag§�§��y°y�8sY5ii�s � ar'3&a SS ��1X5`stb=1I2 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 T O O _ N O W M ZZ F- Cl)0 > J Q W J it �0 Q LL 2 < fn tr w " �} n a u7 W � W O co N D_ F- L DRAWN BY: I FAE VERSION: 5.0 SHEET NAME REFERENCE CHARTS SHEET # S5.1 CATEGORY / SUB -CATEGORY MANUFACTURER PRODUCT DESC. LIMITATION OF USE FL BLDG CODE # Exp Date 1. EXTERIOR DOORS B. SECTIONAL Clopay Sectional Garage Door Up To 97' 16' Wide Wind Code W5 FL # 15504-R7 12/31/2038 Wide to 16'0^ Wide 8' Tall. Door; Up to 9' Wide WindCode W5 Door - C. SLIDING MI Windows and Sliding Glass Door Series 420 Aluminum FL # 15332-R6 12/31/2024 Doors SGD Reinforced D. SWINGING Therma-Tru Fiberglass door units 6'8 Impact Opaque FL # 13459-R6 12/31/2026 Fiberglass single door D. SWINGING Therma-Tru Full lite double door 6'8 Impact Opaque FL # 20461.R8 12/31/2026 Fiberglass double door D. SWINGING Therma-Tru Full lite double door 8'0 Impact Opaque FL # 20461.14 12/3112026 Fiberglass single door 2. WINDOWS F. SINGLE -HUNG (VINYL) M/I Single Hung Window Front Elevation, FL # 17894.1 5/02/2026 - Sides and rear non- H. FIXED (VINYL) M/I Vinyl Fixed Glass Front Elevation, FL #18644.1 4/30/2026 Sides and rear non- F. SINGLE -HUNG (VINYL) Silverline Single Hung Window Front Elevation, FL # 19715 7/23/2031 Sides and rear non- 3. PANEL WALLS A. SIDING JamesHardie HardiePlank Lap Siding, Cemplank Lap Exterior siding FL # 13192-R8 3/3112026' JamesHardie HardiePanel Siding, Cempanel Siding Exterior siding FL # 13223-RB 12/31/2026 B. SIDING B. SOFFITS Ply Gem Mastic Vinyl and Aluminum Soffit Soffit FL # 32502.R1 12/31/2026 B. SIDING Ply Gem Mastic Vinyl, Aluminum, and Plastic Fascia FL # 32869.1 12/3112026 4. ROOFING PRODUCTS G. ASPHALT SHINGLES Certainteed Landmark Archtiectural 30 yr Roofing FL # 5444-.19 08/0812025 M. UNDERLAYMENTS Rhino Roofing Synthetic Roofing Underlayment Underlayment FL # 15216-R13 12/31/2024 Underlayment vewo rw ce.{�� DO NOf ELAL{I MWATI fa tEW OPAMa R AT40A 1 JRN cFlfRAc10D ADD 811E D*A% PL.Tw tQi4T1{CiIOH ilEb! DDAtlDGB CO W)T cONAw stltz c 1�iO LE-81 'ToITE lvR=6T{LS•EAi! fT0 {{ PAry.�p{p DY DGT@ OR FEOctmA AHf O -710cf(O/t %9&4 O eK DIp(!w A DEED MR:MT)DRAW W TrE A!TIN DRA TRtANA M &tE ORITo O °LULL D{ R{POR2D TO COlwot OH AT OTg 4tm HO cON51Y.1-1tp1 licT PCC®DTi GOWffCTETI TIEcRIIIFA - A!!!!!TIE OLMIVEWOW6O 10 P[}l ALL iEa#8fl.'T8 OF LOc.1L DiLL01fi AR10UL8 11O fARY Wm B81.DOYa e0009 uA O aw Qi �3q oQ'o Q�a o F ONS COVER SHEEP 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 97' Wide 16' Wide Wind Code W5 FL # 15504-R7 12/31/2038 to 16'0" Wide 8' Tall. Door; Up to 9' Wide WindCode W5 Door C. SLIDING MI Windows and Sliding Glass Door Series 420 Aluminum FL # 15332-R6 12/31/2024 Doors SGD Reinforced D. SWINGING Therma-Tru Fiberglass door units 6'8 Impact Opaque FL # 13459-R6 12/31/2026 Fiberglass single door D. SWINGING Therma-Tru Full lite double door 6'8 Impact Opaque FL # 20461.R8 12/31/2026 Fiberglass double door D. SWINGING Therma-Tru Full lite double door 8'0 Impact Opaque FL # 20461.14 12/31/2026 Fiberglass single door 2. WINDOWS F. SINGLE -HUNG (VINYL) M/I Single Hung Window Front Elevation, Sides FL # 17894.1 5/02/2026 and rear non -impact H. FIXED (VINYL) M/I Vinyl Fixed Glass Front Elevation, Sides FL #18644.1 4/30/2026 and rear non -impact F. SINGLE -HUNG (VINYL) Silverline Single Hung Window Front Elevation, Sides FL # 19715 7/23/2031 and rear non -impact SHUTTERS Astroguard Impact Protective System FL # 15208 A. SIDING JamesHardie HardiePlank Lap Siding, Cemplank Lap Exterior siding FL # 13192-R8 3/31/2026 JamesHardie HardiePanel Siding, Cempanel Siding Exterior siding FL # 13223-R8 12/31/2026 B. SIDING B. SOFFITS Ply Gem Mastic Vinyl and Aluminum Soffit Soffit FL # 32502.1 12/31/2026 B. SOFFITS Ply Gem Mastic Vinyl, Aluminum, and Plastic Fascia FL # 32869.1 12131/2026 4. ROOFING PRODUCTS G. ASPHALT SHINGLES Certainteed Landmark Archtiectural 30 yr Roofing FL # 5444-.19 08/08/2025 M. UNDERLAYMENTS Rhino Roofing Underlayment Synthetic Roofing Underlayment Underlayment FL # 15216-Rl3 12/31/2024 M.0 — DE`.ELDRENi IIOT I T4 �EPoFY WXM OPoENTATK LL1TH DLNT Tm AD 51 E FLA1S EEfOFS: GTSIp1DTm THESE DR NGS D NDT CLNtAN SFEDFID N ATI. "ANY STF TURAL EL iD BE —IDED BY EJGRF£ DR FEDD1 D AVY DISC TAT10K lDIPEII4IDN5, TLEit DRA ETCJ BETLLEFN nESE TED PRGS SS RE ND A55CDIATED DRAFNGS M SITE DRlJUNG9 SHALL BE RPDRIED TO DDND T WILL AT ONCE ND GMSTRlCTIRI SMALL .TME WTIL DG3EC1EWE CDNTR.ADTDR A5TW THE RE°�PIMSIBILITY TO PEST ALL ' ALS I FEOYO LCDdL P&IILDNG i CLTIPLY UNiH STATE ATE W MISILDMG LADES. � e ue O z w-Q W Q c� R3FA9EpAtE oN1/� REVISIONS: pUYM BY: FIF srAe +Reran+nn +R-ra�aq 91HTHVE COVER SNEET 51ffT1 P