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HomeMy WebLinkAbout37709 Dusty Saddle Ln370-Rooseveit Cmu Garaize RiLyht - Elevation - I3 SHEET MEX NUMBER: SHEET NAME: NUMBER: SHEET NAME: CS COVER SWEET C5-3 SQUARE FOOTAGE CALCULATIONS A-32 MI5C DETAILS F-ID FOUNDATION - SLAB PLAN A-33 MI5C DETAILS A-3.4 MIS- DETAILS A -ID FIRST FLOOR PLAN A-2.0 SECOND FLOOR PLAN A-3.10 FRONT/REAR ELEVATIONS I/ROOF PLAN A-3.11 SIDE ELEVATIONS I A-4.0 BUILDING SECTIONS E-10 ELECTRICAL PLANS - FIRST t SECOND FLOOR P-0.1 PLUMBING R15ER DIAGRAM GENERAL NOTES THE STANDARD GENERAL SPECIFICATIONS FOR AMERICAN HOMES 4 RENT d AMIH DEVELCI—MENT SHALL GOVERN EXCEPT AS MODIFIED 4 SUPPLEMENTED BY THESE PLANS. THESE PLANS HAVE BEEN DESIGNED TO MEET THE REQUIREMENT5 OF: 2023 FLORIDA BUILDING CODE, RESIDENTIAL, SO, EDITION OCCUPANCY: SINGLE FAMILY RESIDENTIAL CEILING CONSTRUCTION: I. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA Y T SS THAN 1/2 INCH (127 —) Y A APPLIED 1 THE A B NO LE GYPSUM BOARD LED O E GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOTS ABOVE BY NOT LESS THAN 5/B INCH (15.5 —) TYPE "X" GYPSUT•I BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2 INCH (R.1 —)GYPSUM BOARD OR EQUIVALENT. EXTERIOR FINISHES: THI004ES9 OF TEXTURED FINISH OVER FRAME APPLICATION SHALL BE PER THE CURRENT APPROVED BUILDING CODE AND A57M CW&, INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER THE CURRENT APPROVED BUILDING CODE AND 45TM C 1063. EGRE55: I_ EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOT. 2. IN DWELLING UNITS WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WNDOW 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 THE CURRENT APPROVED BUILDING CODE. FLASHING: I. FLASHING SHALL BE N57ALLED AT WALL AND ROOF INTERSECTIONS. DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION. AND AROUND ROOF OPENINGS, 2. APPROVED CORRO5ICN-RESIS7ANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER 49 TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION-RE915TANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER THE CURRENT APPROVED BUILDING CODE. WINDOW INSTALLATION: I, WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MIANUFACTURER5 WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW FLOOD ZONE REQUIREMENTS: I. PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION L ENERGY REQUIREMENT SCHEDULE EXTERIOR WALLS (FRN'E) R-l3 EXTERIOR WALLS(BLOCK) 41 FOIL ATTIC CEIL►A3 R.3o 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. �26 GAUGE (048 —) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. A. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE BATH AREAS: INSTALLED ABOVE THE BASE FLOOD ELEVATION AND SHALL ALSO CO -FORM TO 7HE I. R45TALL 2x4 BLOCKING AT TOILET PAPER AND TOWEL BAR LOCATIONS, SEE MANUFACTURER'S INSTALLATION INSTRUCTIONS. DETAILS. 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDEN51NG APPLIANCES SHALL BE KITCHENS: PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE 70 ANY BUILDING IeN . BTALL 2X& BLOCKING AT SIB" AFF. ON CENTER FOR UPPER CABINET COMPONENT WILL OCCUR 45 A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN INSTALLATION. PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS 11I4113. TUB AND OILER AREAS: T CEMENT, FIBER -CEMENT, OR GLA55 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH AST" C12W, C1325, OR CIT15 AND INSTALLED WITH -5 x 1-1/14' DAGGERZ PHILIPS WAFER HEAD CEMENT BOARD SELF DRILL SCREWS W/ NG COATISHALL BE USED A5 BACKERS FOR WALL 71 LE IN TUB AND SHOWER AREAS, AND WALL PANELS N SHOWER AREAS. TERMITE TREATMENT: TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." MECHANICAL AND HVAG: I, ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE MECHANICAL ENGINEER AS AN ATTACHMENT TO THIS PLAN SET 47 THE TIME OF APPLICATION FOR PERMIT. 2. MECHANICAL APPLIANCES SHALL BE ACCE5815LE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED. REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 —) DEEP AND 30 INCHES (162 —) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. EXHAUST FANS AND VENTING: I. OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED N70 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 UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING. 3. DUCT LENGTH. THE MAXIMUM ALLOWABLE EXHAUST DUCT LENGTH SHALL BE DETERMINED BY ONE OF THE METHODS SPECIFIED IN SECTIONS M502 451 THROUGH MI502.45.3. THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE 35 FEET FROM THE CONNECTION 70 THE TRANSITION DUCT FROM THE DRYER TO THE OUTLET TERMINAL. THE MAXIMUM LENGTH OF THE DUCT &HALL BE REDUCED 25 FEET (162 mm) FOR EACH 45 DEGREE (0.15 WAD) BEND AND 5 FEET (B24 —) FOR EACH 90 DEGREE NA, RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT, EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FAN IS IN5TALLED AND L15TED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT. SHALL BE PERMITTED 70 BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER 16 LOCATED. A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THIS DRYER EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." 4. PROVIDE BACK DRAFT DAMPERS AT INTAKE AND EXHAUST LOCATIONS A9 REQUIRED BY THE CURRENT APPROVED BUILDING CODE. ISSUED: 2/27/2024 VERSION: 5.0 SQUARE FOOTAGE AIM AMBET MANAGEMBiT SM FT. HEATED AREA Sq. Ft MAIN LEVEL 1102 SECOND LEVEL 12T5 TOTAL AHIR 8O. FT. (BYMCMQ I 2V7 METHODOLOGY: ANSI ZT615- 9 The IoW area calculated hom ft-Midlio- olside 11 hrnq, inddiq opbo W fwahed bammnt opWm as shown. This erae excludes stairwell at highest Iml abm grade, garage, covered pabo/porchm. ,HE = �. EC7.R1C ')POINAl\ICEc✓r or)Mi, r r� �cViEiN DATE vri ~ (-- r P,A ZPHIN Arvijj y��� S V DO NTI NIGLE T4W DWACA 'BIFT 9"W. ONEVATICN On CL?Mt*ZT R AV MIT RIM culm COMTgCTm Tww M&WA DO NOr QWM bFECW WCRYtVH FOR ANr Sm%cf A neon no BE FROPU®m' sapm OF WC,Ml YM Da00WAN-1 OPO4 C 6 ORWATIW ETC) eum TIM Da/1sm Ar0 TN IMl CoIYECTED. TIE CWMAVOR AMFE$ TIE 0"O"L" TO NETT ALL OF LOCAL sa-G W-Wo r TO COFLT YIN ST, w> A LLI � u x as 0 y z n O� N O r� L7 R v� q O O uC-)a IL W y 8 a N 0 � cM pApqq E-1 1 L J -!I 1! VERSION: 5.0 COVER SHEET IIIIIIIIIIIIIIIa C SQUARE FOOTAGE CHART ELEVATION T I I I I I I I I �---------------'- I I I I IF.ER✓mRR....�Ol. SQUARE FOOTAGE SQUARE FOOTAGE SQUARE FOOTAGE coNBTRucTaN AREA CALGIIATION HEATED / CONSTRUCTION AREA Sq. Ft. MAIN LEVEL 1102 5ECOND LEVEL 1264 TOTAL HEATEDVW N15MUCiION AREA (BYMH WA) 2366 METHODOLOGY: ANSI ZM&M The total area calculated from the oubide-to-outside of Setting. including optional Fished basement oplio e, as shown. This area "dud" stairwell at highest best above grade, garage, covered paoo/pwdm. BUILDING ENVELOPE AREA (ALL AREAS UNDER ROOF) Sq. Ft GARAGE 444 COVERED PATIO 112 FRONT PORCH 5b TOTAL BULDMIG ENVELOPE (&WkWA) 2M METHODOLOGY Building Env"pa Ares: The total area calculated, including Heated/Cautrucoon ras u calculated, and also including garage. covered pasol—hes. MAXIMUM DEPTH MAXIMUM WIDTH -MAXIMUM BUILDING HEIGHT A.F.F. GW"DEVELORW DO NOT SCALE MR DRASSM VIN'T taADFla ORMATp! M CDMRACTOR AID SITE PLb! BEFOFE CPAITRCnW TKEE CRANIUMS DO NOT COW" SPECIFIC KORIATCd FOR MI STRUCTUM ELETFNre RO EE PIIWOED By Maim OF IELORD1 RIT DeCREFANCT (p1I1190" ORWATIdt ETCI ENETIEEFI %a COJOW AND nlE ASSOCIATED DRMWA Wdlor OR DRALWA aWA L EE IEPfX7ED T CLTdRICTOR AT OHM •o w 0"TRIGTAI SWa1 PROCEED INTL CORECTEp. TIE COMACTO R ASSPES aE lExONSEll TO PW ALL aLEE?9vr5 OF LOCAL aULDK r TO CCM LT IRM STATE MuLOM CODED. A� t� AWy J J N � a Z�� o W�� > A W C m � U a\ N C R 4) A C. ? O O U U W a) 8 x N W L J VERSION: 5.0 SGUME FOOTAGE CALCUAT*M CS-3 PAD a rr-- ---u8I4'CONIC SLAB MINPATIO4' /,,111 CONCRETE SLAB MN. OVER& WAC CHASE MIL VAPOR BARRIER SLAB SHALL BASED ON BE OVER CLEAN COMPACTED FILL LOCATION / IW/FIBER"ESH /-- -ll ELECTRICAL CODIST FOR CONCRETE SLAB ram- Ti 4- CONCRETE SLAB MR OVER b MIL V BARRIER SLAB 5HALL BE OVER CL AN COMPACTED FILL W/ FIBERMESN / / LJ I - i" // m m SECOND FLOOR— SANrtAR1'DWP _:---_-_J L-_-_--I� Fl L a� •e M �. I I h I - II I'-6Y,' I 7'-DJS" II IeD II I I II it Ili ill D WTI_ I� m — — I — I '/ "8 CONIC SLAB MN. 6 O v W/ FlBER'IESH U I s I 8 PORCH SLAB � U ; Wa w CONC� I G SLAB 4' CCNCRETE SLAB nRL OVER 6 MIL VAPOR BARRIER SLAB SHALL BE ; O d 4•;•010� SLAB MIN--0V 144 -MIL- — — 4 OVER CLEAN COMPACTED m VAPOR BARREk SLAB SHALL BE OVER O FILL W/ FIBERtiESH ;'D — CLEAN COT'P*TED FILL W/ FIBERMESH I -4" I� B'-A" p'-014" IEr'-3" OPENINICa 2'-01§" 30'-0" OVERALL SLAB PLAN - ELEVATION T FOUNDATION PLAN NOTES ALL WW SHALL BE N STRICT COMPLIANCE WTN WILDING CODE, RESIDENTIAL, AND CONTY BNWDNG DEPARTMENT. STRIP TOPSOIL, TREES. STUPS ROOTS. ETC. FROM ALL AREAS WERE C014TRICTION WLL OLCIR NND. FILL S44L BE FIRtY COMPACTED, CLEAR 5AID/CLAY MATERAL: FREE OF ROOTS. Oliai ANIC MATTER OR OT1ER INTERIOR BEARING LOCATIONS SNOLLD BE COORDINATED WTH TRSS MANFACTI. ER F STRICMlAL EW.I EER PROVIDE SOIL TREATMENT AND VAPOR BARRIERS AT ALL 5LABS(NTEROR) 1W AHI DE`ELORW DO NOT SCALE neeE DRAW" AltFY DUALD1145. OREWATld W N CanRACTCIt .w bR PLAS ml O COtlTRICTKM THESE DRAOrA DO NOf CONTAIN M°ECNC NGRIATICN FOR AM ST.0 W1K ELEPBRS nO DE FWD11= by EN!@R O 090=1 ANT DECIEPANCY COMBO" OIW AT0(ETCJ WYMEN THESE DINAMM AND ASSOCIATED ORAANA r S12 DRALWA WALL DE REPOWIW T CONTRACTOR AT ONM AND NO CONSTFICTCII S ALL PROCEED LNTIL CCRECTED. THE CONTRACTOR ASDfES THE RESPOHDELRY TO MEET ALL REOREME OF LOCAL BADNG ICIALS 1 TO COMPLY ARIA 5TAIE DADw CODES 0 U D J « -JN � Q W R O 7 J � , A wp 0 m x 71�a N (� s (7 rn Q cc 0 V/ O U � � U »� a x wax [� c a O N H O M H F L J MIR IR VERSION: 5.0 r6! FOIMDATON- SLAB PLAN �lII F-1.0]_ HANDRAIL 1-1/2" MIN GIRASPApLE INNDIfA1Lt I/4- HN t0 I 1 1-1/!- MAX MIN. DIAMETER;, M RET1 y uA.DRA L SEGSICdA Ply PR"DE HANDRAIL M COPLIANCE JAT TIE CIAOIENT APPROVED BULDN & CODE. STAIR DIACsRX'1 C FLOOR PLAN NOTES FRWDE 69' (MMrM GTP5U1 BOARD SEPARATION AT WALLS AND 5/8' TYPE X CEILNGS M THE GARAGE ADJAOEM TO UE MAN HOUSE AND ATTIC AREAS. WASHNG MACIIPE 16 ALIMYS LOCATED LEFT OF THE DRYER WLE66 NOW OTIERASE, ALL EXTERIOR WALLS ARC DRAWN AT 8' CM ULES6 NOTED OTIERNE. ALL INTERIOR AND COR" WALLS ARE DR" AT 3 V2' LWE-%NOTED OTVERU5E. HEADER FOR FIRST FLOOR I$ AT 84•0' v S'-A' CLG A SECOND FLOOR IS AT 1'-0' W 8CLG, HANDRAIL NEW SHALL BE 38' I'EA5 RED VERTICALLY FROM TVE NOSRG OF TIE TREAD. (•) DENOTES EGRE56 WINDOW FIRST FL" PLAN - ELEVATM r Q EONE1M " DO NOT SCALE LEY DRAWWA ESY BULDRG OREWTATIDM ETA coAIRALTOR AND SITE KL" YTOIE COIlTRCTIO( LEY MMIN36 DO NOT DaAAN SPECIFIC N/ORNTION FOR AM STAECA RAL E189RS (TO If PPIC" D Dr HEIR CIF REOODA ANY DEGEPANCY (DtV45 NS ORENTATCN ETCI ETNEEN LEY DR40M AND TN COISTRICTCN SWILL PROCEE .Wm CORRECTED TIE CONTRACTOR ISSUES THE RESPptllLAY TO NEST ALL EOUL AIEMDRS OF LOCAL BB ®o mmm�oov mm� mm� mm� N C Z � Q CLUR L. cc CD O O V U W N a N A L L J MR. I R VERSION: 5.01 FIRST FL0011 PLN/ E!1 -1.0 HANDRAIL 1-1/2" MIN GH4A•PApLE HANpR,AILe I va• nN To I IR" -I�• nax MIN. DIAMETERtm m RETIq y HATORpIL A LECTId PLN.I PRpiVIDE HANDRAIL N Ca1 IANCE WITH THE CURRENT APPROrED W LDN G CODE. STAIR DIAGRAM C i r� FLOOR FLAN NOTES PROVIDE N' (16NIVl) GTPSIH BOARD SEPARATION AT WALLS AND 5/6' TTPE X CEILNGS 64 THE GARAGE ADJACENT TO THE MAN HOME AND ATTIC AREAS. WASHING MACHINE IS ALWAYS LOCATED LEFT OF THE DRYER IIY.ES6 NOTED OTHERWISE. ALL EXTERIOR WALLS ARE DRAWN AT S' CM LKESS NOW OTHERWISE ALL INTERIM AND CC)<?TON WALLS ARE DRAIN AT 3 1/2' 11%LES6 NOW OTHERWISE. HEADER FOR FIRST FLOOR I$ AT 8'-0' o/ 5'-A' CLG R SECOND FLOOR 15 AT 1'-0' NY 5CLG. HANDRAIL HELM SHALL BE 36' MAR ED VERTICALLY FROM THE NOSING OF THE TREAD. (•) DENOTES EGRESS WINDOW SECOND FLOOR PLAN - ELEVATION Y �� = m=mj mm mm�l mm�l N 0 � A Z � � O 0 V U a x N � 0 a N O A F L I ... IR VERSION: 5.0 SECOND Floor PUNT mo 2.0 a Y _ TOP OF FASCIA _ — �dFLiCCER rIY,— —LLi�UIRF — _ TYP. 2 6' FREE w WMZOIAL LAP SIDE. i 9 PER CaMITY SPECS m (TTP) V r 4' COR�ER TRM- 4' TRIM 4 SILL— _ r• _ _ SECOND FLR v _ _ INT RR CEILNG M YRDdW LNE _ _ 4' RAISED STUCCO TRIM 4 SILL v m FM FLR ELE V _ ZONE I ATTIC VENTILATION: (3E0 50 FT ATTIC SPACE / I SC FT YWILATIOV 2ALOLATC% REFLECT W% RIDGE AID 5M SOFFIT VENTS 316 50 FT I/DER ROOF ATTIC / 3M SO FT / 15C FT . AM SO FT VENTILATION RF-PoDGE VENT • W 50 IN EACH (4' VENT) SOFFIT YEN' • 9 50 M EACH 435 50 FT . 5M • 1.IS SQ FT WGNI, 7 8 SO FT LOU MC44 VENTS. 29 50 FT . WA 50 N .31564 50 N FEOIYfED (3) OFF -RIDGE VENT . 36 50 N 41A 50 N LOW VENTS. 715 50 FT . W 5Q N •3664 SO N IEOWR€D 35M / 5 • 35 SGFFt YEWS (COWNXNS VENTED SOFFIT) ZOISE i ATTIC VM LATIM- (3M 50 FT ATTIC SPACE 1150 F7 VENTILATION) 710 50 FT UNDER ROOF ATTIC / 300 50 FT / 150 FT . 10 50 FT YWILATICN SOFFIT VENT 5 60 N EACM LOW VENTING 10 50 FT . 144 5Q N -MM 50 N REQUIRED IWM / 5 . II SOFFIT VENTS (CONTMUOS VENTED SOFFIT) ZA•E 3 ATTIC YENTILATION (3M 50 FT ATTIC SPACE / I SO FT VENTILATION) 56 SQ FT UNDER ROOF ATTIC / 300 SO FT 11 50 FT • 5 50 FT VENTILATION SOFIT VENT 560 M EACH LOW VENTINNG )5 50 FT . W4 5Q N .16W 50 N REWIRED 26M / 5 . 3 SOFFIT VENTS (CCNTIN)O)5 VENTED SOFFIT) ZQ'E 4 ATTIC VW LATCK- (300 50 FT ATTIC SPACE / I SQ FT VENTILATION) W7 60 FT LI DER ROOF A71C / 300 50 FT / 150 FT • .4150 FT VENTILATION SOFFIT VENT 5 SO N EACM LOU VENTING 41 SO FT . AU 80 IN •bb.lf 50 N REWRED "Ib / 5 • S 5OFITVM5 (CONIRAW5 vLNTFD 5OFFIV TOP OF FASCIA_ ZPd FLR CEILNG YAN�CW LlE I' 0" TYP. O LINE OF FLA5NING— SECOND FLR_ —bP FOR CEILI._ _ WNDCW LINE _ FIRST FLR Q 6� 6/II PITLN GrsCN SNNGLE ROOF f1YP1 / Q 6� b/Q PITON 6/12 PITON GRIN SNNOLE ROOF(TTP) Prom WINTM I.I LI 16■.�'/' i FRONT ELEVATION T OPTION 3 smwm 6/Q PITCH AF!CW SNMGLE ROOF (TYP) 4' COWER TRR'I 6' FRIEZE A. TRRI AND SILL LINE OF FLASWNO (TTP) 6' RAISED STUCCO TRIM COACH LIGHT PER 0OT'1'I SPECS CEr'ENTITIWS STUCCO PER COr7'7. SPECS. 4' RAISED STUCCO TRE'T STONE CAP STONE VENEER PER COrM SPECS. WMIZONTAL LAP SIDNG PER COr7'I SPECS A' CORER TRIM (TYP.) CEM-W IT10U5 STUCCO PER COMM SPECS. DO NOT SC-U TICK DRAEH'A A9s GANDFG ORENTATION IRT CLNTRACTOIR AND WM PLAO INFORS CLMTRCrOt 7MME RRAMWA DO MOT O MAN NVCFC HVINUTWI FOR ANY STRICTWAI ELEPEMTS RO BE PMPVOED BY BONER OF I>ECORDA ANI DIMOWACT ,Dt NU" LREMTAT0k Elu BETUMN 11ESE DRAIN'! A/O n AUOCIAIW DRAITMR! IWP OR PRAIRM ENAAIL M REPORTED T CLNTRACTOR AT QQ NOW C"TRLCTION SNAIL PRqCIMDD INTL WR IECIM TIE COWMACTOR ABSIIES 71E MISPON UBLIR TO r6T ALL RE ISIMI Tb OF LOCAL ELLDN TO —1 EFTM eta• ON N C U NU w y x � N � M A � I L_ J was Re VERSION: 5.0 FROM/REM ELEVATIONS i ROOF PLAIN M, -3.4 Q Q 6� A VENT �6 6� Q 6/Q PROW RCII 6 ASWWkE ROOF (rTP) STLr-w PER com SPECS. CEMWITiOILS VO= PER COMM. SPECS. PPOTE COOT%CTON T1EEE DRAIRYA DO NOT CONTAIN IPECFIC MMUTION FOR ANY STRGIIRY ELPEMS (TO BE PROVIDED ET E GEEER OF RECORDI AM' DROMPIICT (DPOINONS OREMATM Elu BETWEEN TWEEE DRAWW,6 AV AMOCIATED ORAIMM idV NTE NULL OE REPORTED T CONTRACTOR AT OHM AND NO CONOTRCTION NNLL PRK'FFD tWL CORRECTED. T1E CONTRACTOR ASNFES TE F&&-O mmn To PW ALL RE.RIFMb OF LOCAL E.RDE6 R To Ca rLY IPTN STA OA IM CODES 4-1 0 U � J J N (P o�a > W LL C W Q u x �uQ V ` N 0 M z � �° cc V U x v� W 7FD- � co) 8 x O N pA L J sommms VERSION: 5.0 RlOE SIDE ELEVATIONS -3.41 OW MN DM ORENf DO WT BUILDING SECTION NOTES ERFTWLDN �°R"NW vFRFT FACTOR, aeeNTAr1W RIM CWIRACTaI Mo ,1ESE l IWEK eeCIE faMbTpG PLEASE NOTE: TIE5E DUALS ARE STRIOTLT ARCMITECTIIRAL, REFER TO STRILTURAL SLEETS FOR MOK lFORUTILH CFC E12 Foal AL W FOR AME NT lAL IS, vtw5 TO F BECT06 SMILAR TO MER ELEVATIONS AND WEN IISW, 2.6 EXTERIOR WALLS RFCMI — DOMPMCT ,DP%NSIOIb, QSBRATICR ETC) ZIEWNEW TIDE DR40W AMC nE ANIMATED DRAYM-A &,Wv SITE SMALL ME REPORTED TO Q Q CONTRACTOR AT ONCE AMC NO b b CONSIRICTIW SHALL PICKED INTL CORRECTED. TIE CWMACTOR ASEWES TIE IESPONWLRT TO MEET ALL PRE-MAHFACT.FED TRAAE5 REOIREM'ENTS OF LOCAL EWLDM ICIALS L TO CRPLT RTIL STATE eILDNfi c00ES IN51.11LATION PER FBC AND ENERGY FORM y, SUBMITTED WITH PERMIT APPLICATION TOP OF FASCIA �W hd FLR alS i-1 J N 6 WOCW LEE / O w p� a s LOFT BEDROOM 3 LL �� A W c � our a SEA RIi x rl FLR CEILNG BE ROOM 2 HALL BATH 1 HALL W � t�sote -- 0 FM FLR ELEV CLTPACTED, TER ITE TREATED SOIL •NAPoR BARBER FOUNDATION (5EE BUILDING SECTM AA' 5TRUCTURAL PLA E.,Eetltitr a.Eoolr.LRn-■L.eRuos��. ECTIC IFM1M� N C Cc 0-4 � A zcco PRE-MANFACTIFED TRASES O w NSULATION PER FBC AND ENERGY FORM Qb U 5UBMIT7ED WITH PERMIT APPLICATION x _ TDP oF_F aSCIa C%1 �W/ m,. W 4 x 3. IUFfD�1U CFI LOFT m s PRIMARY SUITE BEDROGII 5 Q 04 Q SECOFD FLR 4 \ Q 4 o rt FLR LEILl1G IS WSSDCW LRE ?.••..:;.�`;, , W \ --_ m 13 Q - - op 0 A / a a P4TI0 Y GREAT ROOM o TORAG ' 6 5 FOYER PORG-t L J 4 0 • 3 FN FLR ELEV VERSION: 5.0 COTPACTED. TEWTE TREATED SOIL IVA" 1C T'RE405 • NjRIF7 ".13'- ' 6Al3tIER FIELD VE 7.7—MG FOUNDATION (SEE BUILDING SECTION W SEC OW 5TRUCTURAL FLA �1 —4. EXTERIOR GARAGE 200 AMP METER MAN COMBO AC DISCONNECT WPGF FLOOD r... LIG/IT R.I. 00 AMP MAN LIG INTERIOR PANEL .-• LX \ ---- y. .__ GFI I G 410 AL SER CABLE GROUNDING ELECTRODE SHALL COMPLY WITH 5EC 25052 e m„ � 6'-10ii" 3'-10" GFI +24 G ' ry I -G ' GFI / LI DER ELECTRICAL RISER DIAGRAM N.T.S, @ 1 \ \ 1 LAST 9 IF, ♦24' � GFI � GFI F URE db C=C-7 7� 1 — GFI E* n GFi N ® I I II I 22(N GFI W / FI a42' GFi ♦42 2� G ... _... I GFI I �/ WFGFI I L®FI m gw W \ ----------- ___ \ OPT. DEDI 0 ED 50 Al" FU-Sp NEMA \ 240v/ F REQUIRED BY CODE \ \ — - - _._ _ — - — Ep FlRU FLOOR ELECMQL PM - ELEVATION T EDEl11F�N ELECTRICAL LEGEND �GV GAS LINE � RECESSED CAN LGM � Qy COLD "TER {'k� FLISH FEANT LED 0 ELECTRICAL PANEL Q WALL MOUNTED L ICaHi ELECTRICAL FE7ER � WALL SCONCE Q' DISCONNECT SWRCH r--� fLu0FE5CENf LKau7 R/1 BULB SWTCH [� FLUORESCENT LIGM N/ 1 BULBS 9 3-LLWT SWITCH ® VAPOR PROTECTED LIGHT 4 4-WAY SWiCH O EXHLlN15T FAN D DETER SWTLH � EXHdLK. T FAN N/ LIGM 4 �� ® EXHLNBT FAN R/ 4EdT I LGM QD DUPLEX OUTLET ® SMOKE DETECTOR QJADPLEx OUTLET ® CARBON DE7EL1pRXIDE � 9WTCr�p (T� THEFL'106TAT Ep11RLEx FLOOR OUTLET � DIRECT ORE GFI PT Cfl OUTLET T F'HKhE JACK .WGFI �� F� Lfl MJ OUTLET T MEDIA JdpC aG CEILFG MOUNTED rSJ, GABLE Tv CUTLET ® OUTLET V 220. ® 220v CUTLET DOOR LHFES �h CEILRYa MOUNTED ® SECURITY PANEL V LKaNT HdFYaRG CEIL W. � ROOD LKf4T MOINTED LK+M n n C=#=� CEIL IM AM1 DEVFLOFRIENT DO NDT SCALE THESE DRAFRES. VERIFY g14pW ORIENTATION KM CONTRACTOR RD OR PLANS EEROE C&OTRCTM THESE DRAW65 DO NDT CO NTAM SPECIFIC W40MUTON FOR AM SRRCTIRK ELETEMS IV SE PROVOED By EW36M OF "llcomDA AM DELIEi`ANCT (FENICNb OREMATCN ETCH BETIEEN THESE DRAWW b AND A65000TED ORA~ AKa SNTE MULL BE IEFORTED To COWMALTOR AT ONCE AND N7 CC101RGIION &NIL PROCEED UNTL CORRECTED. THE CONTRACTOR ASMFES THE RE!\?OELIR TO FEET ALL REOEREPI NTS OF LOCK OIR.DRO HALE H TO CRRT UN STATE DADO41 CODES. 0 U � J J N � 4 W O O�a 1�u T� ^> W LJl > LL W q A � u x Ada d a CON O LL ,z,^ vI � o O w U C 1�1 > �1 H y a E-�o c w N C go L -J M! RE VERSION: 5.0 �� ELEMICAL PLAINS FIRST FLOOR E!F E-1.0 ELECTRICAL LEGEND -+W GAS LINE RECESSED CAN LGNR -+ Oy COLD WATER [f} FWSW P' I LED 0 ELECTRICAL PANEL 2 WALL MCMNTED LGWT rn ELECTRICAL METER WALL SCONCE Q' D16CONECT 56TCW F --I FLUORESCENT LGWT wA BULB $ SWrCW E== FLUORESCENT LGWT 2 5.1.155 $3 3-WIT 6WTCH ® VAPOR PROTECTED LGITT A $ 4-WAY SWTCW Q ExWALLST FAN $D DMI ER SWTCH EXHAUST FAN w/ L6W 4 B 1TTON ® EXHAUST FAN w TEAT I LIGW EE DUPLEX OUTLET ® 91OKE DETECTOR akAMEX OUTLET ® CAfa3P4 DETECMTOR 9WT NIED 4 THERMOSTAT O1REEX FLOOR FLOOR OUTLET DIRECT WE GFI Pn d GFI CUTLET T PWOE JACK W FI WATER PROOF GFI NU 6 OUTLET T MEDIA JACK CLG ® CEILING MOWTED FiJ, CABLE TV OUTLET OUTLET V 22 N ® � 220v CURET DOOR CWIrES 4 CEILNG MCI ® SECUR TT PANEL LGNR WANG6G CEILFG FLOOD LIGHT MONIED LGWT n n C=#_:) CEILING FAN C= =D CEILING FAN w/LGW U U ELECTRICAL GENERAL NOTES SWTCWES TO BE 45' AFF, RECEPTS. TO BE 12' AFF. - 42' F OVER A COWTER ALL WRM TO BE N ACCORDANCE WTW NEC ARC FAILT CIRCUIT NTERRPTER PROTECTION SWALL BE PROVIDED AS REQUIRED N NEC 210.R(A) MID SWILL BE N57ALLED N A READILY ACCESSIBLE LOCATION ALL SMOKE DETECTORS SWILL BE HARDWRED NTO AN ELECTRICAL FOUER SOURCE AND SHALL BE EOIIPPED IUTH A MONITORED BATTERY BACKIP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. GRC/►D FAILT CIRCUIT NTERRUPRER SWALL BE PROVIDED AS REQUIREDN NEC 2100(A) AND INSTALLED N A READILY ACCES61BLE LOCATION. IT Is TIE RESPONSIBILITYONEE TIE LICENSED ELECTRICIAN TO NSUTHAT ALL ELECTRICAL WOW 5 N FULL CLIPLIANCE WTW NFPA ICA - NEC AND ALL APPLICABLE LOCAL STANDARDS, CODES. AND ORDINANCES, PROVIDE INTERSYSTEM BONDING TRENINATION AT SERVICE LOCATION PER NEC 250.54 LUMINIARRES N CLOTHES CLOSETS 544ALL BE INSTALLED PER THE PROVISIONS OF NEC 410.V A) 4 (5) F ECE56ED LGWTING TO BE AIR TGWT AND C RATED NOON. OF TIE LAMPS N PEWUNEWLY INSTALLED FIXTURES $WALL BE HGH-EFFICIENCY LAMPS REFER TO ENERGY CALCULATOI FOR ADDRIONAL INFORMATION PROVIDE TIE REOJRRED CLEARANCES AROUND PANELS AND DSCRJECT5 IN NC COMPLIAE WTW NEC 11026. ALL RECEPTACLES SWILL BE TAMPER RESISTANT PER NEC 40612 TIE BRANCW CIRCUIT SJPPLYING THE RECEPTACLE($) N A GARAGE SWILL NOT SUPPLY CUTLETS OUTSIDE OF TIE GARAGE AND NOT LESS TWAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEWICLE SPACE, AFCI PROTECTION - 20,12 (5) DUELLING WITS. ALL 20 VOLT, 511,1GLE PWASE, 5 MID 20 AMP BRANCH CIRCUITS SLPPLYRG CUTLETS INSTALLED IN DUELLING WIT5. FAMILY ROOMS. DNNG ROOMS. LIVING ROOTS, PARLORS. LIBRARIES. DEWS. BEDROOM 51NRLO'S RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR RDOM OR AREAS SWILL BE PROTECTED BY A LISTED AFCI, CO'BNATION TYPE. INSTALLED TO PROVIDE PROTECTION OF BRANCW CIRCUIT. — — — _ _ — — — L_ J SECOND FLOOR ELECTRICAL PLAN PART. SECOND FLOOR ELECTRICAL PLAN DO NOT VALE TIES M4WA vBET M&DIL ORWATION In COWMiCTLR AND 611E MIL BUM CMTRCTKN UFSE RRAWWA DO NOT CONTAIN WECFC IFOWIATKN FOR ANT 611RC11MAN E JRIWM (TO EE PRDVM BY bimm OF IECORDA ANT DECREPANCY (0tIRMi NV, ORBRATpI ETC/ 1NEVE DRAW" AND U URL CORlCTED. TIE CONTRACTOR AULPE6 TIE RESPOILELITY TO MEET ALL MAIIEM 176 OF LOCH- MILD TCIALD I TO COn-LY ERN 6TI B J w o0 4 CU > J wm� A � u x5 �aQ Q FI H ON N O _ c�v � ca rr^^ V O U CU W W y � a N H M P�0 I L J inIRI TIE VERSION: 5.0 Ee ELLEE CTRICAL P1.11119 SECOND FLOOR Eel E-2.0 HOHISEWRAP SARI E R JONIS) OVM BOERFOR SHEAIHNG PER SPEOdX roOVEW RLOBOM HIOtW* AP RALRIE Pn ALL 1ON6) OVER wmm SHEATING PER;4NC rooveRw MDO FELT BETWEEN ERASING MIEWRAP LNRRR3! NID f >x Lr RISSREA®TI/M1WA11 RASPING, E709D UP r-- TSIYDGHiII OHOINEWRAP RMASHMExTNDLPr V�LY K� - RRIERA ND VBHHCNLY K MN VOM CAL PROXCI0N AWATLEN DOp. - VBIIC-4 PRO.MCOON AWVE SURROOR). TMA AMA TO OUTSIDE FACE COMEU016 MORTAR NET 70 ONSIDE FACT OF WEEP NOSES AT COURSE OF RRIC[ HICK AIM RASING, -W O.C. COME MINIMALLY HWEEPNOSESAT G-2C OVE RASING O.C. SOLO GRORM N NND HORIZONTALLY FIX THRU-WALL FLASHING � WALL DM�►N NOT TO SCALE THRU-WALL FLASHING @ BRICK LEDGE NOT TO SCALE RFSR ro DEUI FOR CU1NG COORORUTE 131 BINDING FELT APPLICATION WIRE N= YOM 6 FOLD SPECIFIED NOI6EWRM DOWN OVER HEAD RASPING NO APPLY CO NNE R PATCH BaBONG I' MN BEYOND MM®R CUT IN9ALL HEAD RASING OVERLAPPING WIDOW RANGE A MN OF T- NSTALL APPLY A" RASING OVER SIDE WINDOW RANGE -AN. I'AIIOVE HEAD MO S OVHIRAP AT SILL i6ULL WINDOW OVBt SEAM NO FLASH PRd.WNIFACRINm SILL ►NI ROORETAPING - FILL REM INTERIOR PE SAM GAP W / MOND?ANDNG FOAM OR SEALANT NAPE SEAM OF OVFIRAPPNG PLASTIC SILL ROOT —PROAANIFAC111RED RA9RCSLL WOT WINDOW OPENING FLASHING NOT TO SCALE GAME END WHERE OOCLE RERR ELEVATIONS AMODOM 12 SE ROOF PLAN EN TIMM ROOFCOV9G PBSPEC MICAL ROOF nR6ss PISS SPEC ITPR'.AL ROOF R61RATI0111 PERSPEC F�WOF 1 iW ADRPMMCODEAMO COw&rw TOPOFCMU. vRD@ M. M.CIG. 3ELFVAIM MAIV AL-FMSFEC ITPICAL FAIOA FUAI PER CODE APO RBESIOSIRICI MAL COMMLSPEC FOR NmTo WALL MRJILSOMRPLAI PER SPEC CONOCNM TENW-RBMSM CIISFM TRM PER ELEVATION lELR SPEC rCMU IIOCL RBERIIRIICIIRAL TYMCALSRMOCO MM CN RL.00R PER TWKSIL#AffAM WALL SR FM MD 06AAWN OVERRLOCL PM SPS WAISOOFFIRMEV PRVEC VERFY FOUDANORR3 N PEOPLE VAIT TYPICAL RAE I IOCAlION/OOMDRI0N6 PHSPEC I R@BI9IRICIIRtM VWYDELALF'ORYSM64MM WALL PLANURR ROATIDN PR EEVATIOIIA AT MATd1L 90 PLaFL ' RBBroROIPLANFORSIOPE OONIGWTION TYPICAL 1-STORY WALL SECTION NOT TO SCALE GNIEDDWH WOOCIAS 1\� SE ROOF RAN BER MARGINS MO DEWS �I TYPICAL WOFCOVE R!NG FE R SPEC TTPICN. ROOf 1Rl6iH !ER SPEC MICALROOFR6LLATIDN PES SPEC MAETOSIOICRRM FORTE MIOWALL CONNECTION TVPr-kkl SROR WALL IFMIMORMERM SPEC TYRCN ORP ®GE PMR CODE AHD COWASPEC TALK R TO 9EVAIDN MaJILFASCM RBI PER CODEANO OOINASPEL TWAL SORF N6H PE RIPM - MLCALWALLFNNONMtAAEw/ SHEXI W PER ELEVATION PER SPEC TIFlCAL2c PLAME WALLNO9ERIHNG- RB9SnWCYRJRAL ti 2ND Ft. 4a'RERlroEL1YATIOM6 TA.W. v�roBEYATIOHS M. NL CLG. : MAlEK'TES SPEC oM EDGE CRACK COMMAND WEEPS - RE1ER OBNS AMDSPOM MRHTO9NCRRAL FOR TERMS WCONNECT� REAM R SMSCRNAL rOAIILOCX A@MSIgICRRAL \_ TVPCALSRK=RMNONK=PER SPEC TYRCALRN1910R WALL FINN AN016UA1IDN CUES IROCC TO SPEC WAR6CQTPM ELEV. PER SPEC VERY MITIGATION PROFILE VARIES NY TYPICAL LILSE LOCATION/COIDMO S PISS SPEC ROH9RICRRAL VINFEDBALFORI RAEMM7N WALL PL ATPOUDAMNPERELEVATIONAND SUI- MAT a . SIN. FL. PTO PI.WnM FOR 9@E OONIGISPAION TYPICAL 2-STORY WALL SECTION NOT TO SCALE CASTSroNESLLOR-•-��13- WWLCCK- RBBI ro ELEV. SOUM P11) S MSC[ •� ; COURSEMO Mro BEV. IIRLLWALL MENRAHE RAiHNC' WAINSCOT DETAIL NOT TO SCALE HFOW WRAP OIE WALL9EAI NG-PROVIDE NOHIGHI OVBRAP ro COVER METAL RASING AN151HROUG"ALLR SHING THE OVEAAPPM SEAM SIDING PM SPEC TTlMMBALRAiFNC► ammrvmnCAUY C MOWSu ORNICK VIRL WALL MEMMANE FLASHING TO PACE OF MICR W/ MN. W VERLCAL M. SAP UNDER MaDNC WRAP. 7ff STUCCO OVER FRAME RHE/LTHNG.2 LATE WAS. LATH NO SR)000) -PER SPEC PER i S=MIDGE FLASHING DOW LAPPED OVER 9UCCO ACCESSORY VINYL RASM DRIP SCR®- PER SPEC INSTALL PER MANIFACTILME PS INSTALLATION R61W1CIIONS ROOFCBAW 984ME ROOFING ON ROOFING UFORRAYMBR-PER SPEC PER • III= MIDGE RA9fU'. OVERLAP ON A ROOFING CFOERIAYMENF OW COMMON RESISTANT RASE FLASHING - PER SPEC PRE 4GINEEtED, WOOD TRI1336 SEE STRUCTORAL AND TRIGS DRAWINGS FOR SPACING AND CONNECTION DETNS NOTE ALL ROOFING MATBRAL PR ECEVA1pN) SHALL M INSTALLED PM MANLFACTLIRMS INSTALLATION INSTRUCTION YEW ROOF SHE ATING WITH SIRUCMAL DRAWINGS ROOF TO WALL AT RAKE 2 SCALE: 3'• i'-p' -STUCCO OVER FRAME WTING.2 LAYER LI LATH AND MICCO) -PER SPEC EL L SOCK MIDGE FLASHING, II NGILE LAPPED TER S111000 ACCESSORY OL PLAM OW SCM-PER SPEC MALL PER MANfiACI1RIER'S INSTALLATION 1P SHRNGIE- DO NOT SURE OR HAL )OF CEMENT Rr CORROSION RBISIAM WE ASHING jM) R681GI EIM WOOD TRUSSES SEE 1111IC11RAL AND TRIES DRAWNGS FOR PACING AND CONNECTION DEARS YPICAL DOMIOR WALL ASSUMLY-SEE J7R0CMIRAL DRAWINGS NOTE ALL ROOFING MA38M RBI BNAT04 SHALL ME NSTALL® PO MANR:ACRRMS R6SNLATION ]INSTRUCTION. VMFY ROOF 1ROOF TO HEAD OF WALL - SHINGLE SCALE 3'• I-0' DO NDr JLD THESE DR.Y1W o7 W ACTOR oD I'l KM YTS OmuYlmPTIR.CTOR Ta m calla OR.aK.S DO NT LPR.N N{CEC A mulmEL8%. FOR Nf! 5pro.-M ELEMEMS RO DE A[NOFD DY BGW a I M44 O otl ATICK CV rTWI0 TNl. ORDTI.TA ETU LEEw TE:ORURrl.W n WTL COMCTED, T1E OCNTRACTOI ASOLM T1E REVOWNB ITY TO MEET ALL RECOPIR M! 6 LOCAL RLIN aw-L S 1 TO laRY yM STI Q% 9 �y J J N � Z 0 O J A , /1 I-1 w p u m x ��a ry 000 N H C) -�—� � A Cd C7 5 0 R U CU a x wax O O N 04 1 do A L J KV W §VlLLWTMIEETWMW0R p 1WMEMIBNW AlMlHESW1NOW& WWNWENMILM0MffMXPAMREMIOF9MW NWMAIL MNLE1 WCLWOFIALADMMFUAIIMT9 AW M 9KLIE11 70UU0RT9WWEll"WCI ECTDWYL CMBEOILORMWODIMMW.MM MLFOEILORMFE 79 WW WVALEADE91001FIMMIDWW i0111 AID MIEB E3IIB1 MEGl1H1 E W l t10 WY All NNDNB _ � tA8W91Ei1FM11gKEg9BB11E IOIITNERDOIN71iAEI RDICEOIIEfM1 °a � EIW BI WJ.WREI� =be TWWWNIBWI MMEEM MMM TWEWWIML001lIRVWNNLLEANEl0 N A AD IOaFMOlKA1F1B) N MIIOR3.IftAT—_ ALMTIEIWIVL p w dB11W�NWLWMiN19EBEDE __M rwwew 0 gEWE1RlIlRR1ElMNK1 IWAf01YE191l CMEOIRIE7IEIOIIMI �� f NTBEMTI im aww 11LOltii1RICIu lftLEANE plryW 10 E A0p�LOWCFi1tWM THom MMOM371W1 TIMEMME WEIIMI®Tm TIETIEMNAMQ091M{M VNMFMMNEOIlOFTIE 9VAI EA011M9MMM WLp WMAOMOLYMAD NMLLEMA7111MTAfNME191 F01149EEBDRA3IND 1IBECA vrFAETdam OOMmER:IEI HANDRAIL/GUARDRAIL CODE DATA SCALE 11/1'. 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MEAD GARAGE DOOR GARAGE DOOR TRACK OVERHEAD GARAGE DOOR HEAD SCALE: 1 IQ'. 1' 0' RMCEMENTSORIGOTB,m ORFAIAILIIOUIEWW" ESTmmarAlINI'ND FRAARNG FEE SIWLIIRAL DwGS, A•www ACNING,SOF IINRIGwmwfa %7FABmmm ME WRI IATBS OF IIRDpG ►m OOBDRomm S61NANIom f WCE MFAM9RK4 SOF NEALM WANFIOOF SO MNE INTERIOR 16ASFACEFOt MANiAC11M mcowmmmroa WIMM ASSEMLLY 6WAM WO CONIRIIMKIA AM READ AS RANGE MOR U E6IAHAIIDN NO12WDO WASISTB.YTOBFASIBMTO f1IRICISE FB WHM MAHWACI16Bf NUS. LAIOFIRIQUO&SNAMMUM A NXIONS JAMB AT FRAME WALL SCALE: 3". I' 0' V ILM FARE a31E0.31EAIING SLUM .TYRO ■M►APR O/M0M (IrMEL LAM W W WW WO SFALAW 9DRIGGLASS DOOR RAW SLIDING GLASS DOOR HEAD SCALE: 3'. 1'-0' MWI AMI DE%V-CM R DO NOT SCALE NINE DRnWA AWY OLD14 ORENTAT14H IM CONTRACTOR AND SITE fine EEFOW CONSTMCTIOL TNESE RRA WA DO NOT CO"AN EfECFIC HORIATIO! FOR ANY SIMICIIRAL MEMORB RO BE mvvvm m Boom O JWC4Wl ANY DtlO@MGY MfENU Te, O WATIN ETCI 7 4M DRA&WA AVTit A6WCJATm DRA~ Vd SITE DRAWA bULI SE REPORm T CO MACTOR aT ONCE ATV NO C06IR VION Sull PROCEED UITL COIRELIED. THE CONTRALTO! ASSUMES THE PERrse6LM TO TEST ALL IEaNETOM OF LOCAL MOMS, OWCULb . TO COMPLY SRN STATE BALOM CODES. � o Z q 0 O O Ta � U x ��a a aN N C)l 1� Z cv O cv V CU vn = W > x 8 N O F�1 F L J NfaR Re VERSION: 5.0 16RA: MISC. ISETARS ■6I A-3.41 .GENERAL STRUCTURAL NOTES: 1. ALL WORK SHALL CONFORM TO THE 2023 8th EDITION OF THE FLORIDA QNTERNATIONAL) 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 N 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 CMLJSITE DRAWINGS. COORDINATE THE STRUCTURAL DRAWINGS WITH THE REQUIREMENTS SHOWN IN THE OTHER COMPONENTS OF THE CONTRACT DOCUMENTS. 4. TYPICAL DETAILS AND OTHER SECTIONSIDETAILS APPLY TO CONDITIONS THAT ARE SIMILAR TO THE CONDITIONS DESCRIBED IN THE SECTIONSIDETAILS, EVEN IF THEY ARE NOT SPECIFICALLY REFERENCED ON THE PLANS. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEANS, METHODS SEQUENCES AND PROCEDURES OF CONSTRUCTION, INCLUDING BUT NOT LIMITED TO TEMPORARY SHORING AND BRACING. 6. DO NOT SCALE STRUCTURAL DRAWINGS. IF DIMENSIONS ARE OMITTED OR NOT CLEAR, CONTACT THE ENGINEER, 7. CONSTRUCTION SWILL COMPLY FULLY WITH THE APPLICABLE PROVISIONS OF OSHA AND THE LOCAL GOVERNING CODES, CURRENT EDITION, AND ALL REQUIREMENTS SPECIFIED N THE CODES SIULLL BE ADHERED TO AS IF THEY WERE CALLED FOR OR SHOWN ON THE DRAWINGS. THIS SHALL HOT 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 4841OURS AND INVESTIGATION BY FIELDSTONE. 9. THE TERMS'CONCRETE SCREW AND UASONRY 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 TTEN TURBO, GENUINE TAPCON, OR HILTI KWIK-CON II. 10. CONTENT LINKED WITHIN OR CODES THAT MAY BE SHOWN WITH THE DRAWING SET ARE FOR INFORMATIONAL PURPOSES ONLY AND THE PROFESSIONAL SEAL ON THIS DRAWING DOES NOT APPLY TO CONTENT CONTAINED WITHIN ANY OR CODES. 11. POST INSTALLED EPDXY ANCHORAGE GENERICALLY NOTED WITHIN THESE DRAWINGS SHALL BE EITHER SIMPSON STRONG TIE SET-3G, OR HILTI HIT-HY-150 DESIGN CRITERIA: 1. BUILDING RISK CATEGORY =11 2. VERTICAL LOADING: ROOF TOP CHORD LIVE LOAD =20 PSF (REDUCIBLE) ROOF TOP CHORD DEAD LOAD =7 PSF ROOF TOP CHORD DEAD LOAD (TILE) =15 PSF ROOF BOTTOM CHORD LIVE LOAD (W/ STORAGE) =20 PSF ROOF BOTTOM CHORD LIVE LOAD (W/o STORAGE) =10 PSF ROOF BOTTOM CHORD DEAD LOAD =10 PSF FLOOR LINE LOAD =40 PSF FLOOR LIVE LOAD (SLEEPING ROOMS) =30 PSF FLOOR DEAD LOAD =15 PSF DECKBALCONY LIVE LOAD -40 PSF NOTE TO TRUSS 8 IJOIST MANUFACTURERS - ROOF 6 FLOOR SYSTEM DELEGATED DESIGN SHALL CONFORM TO THE FOLLOWING DESIGN STANDARDS: LOCATION TOTAL LOAD WE LOAD MAX TOOT AL ON ROOF TRUSSES U240 L240 1' FLOOR JOISTS/TRUSS LIM LJ480 112' NOTES: 1. MAXIMUM TOTAL LOAD DIFFERENTIAL DEFLECTION BETWEEN ADJACENT PARALLEL MEMBERS SHALL BE 5/6' 2. ANY MEMBER SUPPORTING BRICK/MASONRY SHALL BE LIMITED TO A TOTAL LOAD DEFLECTION OF LJ600 3. FIELDSTONE AE CANNOT BE HELD RESPONSIBLE FOR ANY STRUCTURAL ISSUES RELATED TO ANY BUILDING COMPONENT IF COMPONENT SHOP DRAWINGS ARE NOT SUBMITTED TO FARE FOR REVIEW PRIOR TO FABRICATION, DELIVERY, OR INSTALLATION 3. LATERAL LOADING WIND CRITERIA: TORNADO WIND SPEED _, _ _-NIA 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 6 SEISMIC) =2000 PSF LATERAL EARTH EOUNALENT FLUID PRESSURE WALLS UNBRACED AT TOP =40 PCF WALL BRACED AT TOP =55 PCF 5. GUARDRAILHANDRAIL LOADING: ALL GUARDRAILMANDRAILS SHALL MEET 200 LIDS (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 WTH ANY OTHER LIVE LOAD. DEFLECTION OF GUARDRAIL SHALL MEET THE CRITERIA SET FORTH BY THE INTERNATIONAL CODE COUNCIL EVALUATION SERVICES QCC-ES) AC 273 -'ACCEPTANCE CRITERIA FOR HANDRAILS AND GUARDS' CONCRETE NOTES: 1. STRUCTURAL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE PER ACI 332'RESIDENTIAL CODE REQUIREMENTS FOR STRUCTURAL CONCRETE'. 2. CONCRETE PRODUCTION AND PLACEMENT SHALL CONFORM TO THE REOUREMENTS 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 C750'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 L CONFORM TO ASTM A-615 GRADE 60. 6. REINFORCEMENT SHALL BE FABRICATED AND ERECTED ACCORDING TO THE ACI STANDARDS: 'DETAILS AND DETAILING OF CONCRETE REINFORCEMENT, ACI 315 - AND "MANUAL OF ENGINEERING AND PLACING DRAWINGS FOR REINFORCED CONCRETE STRUCTURES%ACI 315R. 7. REINFORCING STEEL AND WELDED WIRE FABRIC SHALL BE PLACED WITH MINIMUM CONCRETE COVER AND TOLERANCES AS FOLLOWS: SLABON43R1ADC: WITHIN UPPER 213 OF SLAB AND 3/4" MINIMUM COVER AT INTERIOR CONDITIONS; 1-12' MINIMUM COVER AT EXTERIOR CONDITIONS OONC EIE V OUNDATM AGAINST- EARnt 3' FOAM® CONCRETE: 1-12- (#5 REBAR OR SMALLER) 2- (#6 REBAR OR LARGER) TOLERANCE: +/- 318" 8. REINFORCING STEEL SHALL NOT BE CUT, BENT OR STRAIGHTENED IN THE FIELD UNLESS APPROVED BY THE STRUCTURAL ENGINEER OR AS INDICATED ON THE DRAWINGS. 9. WELDING OF REINFORCING STEEL IS PROHIBITED UNLESS SPECIFICALLY DETAILED. WELDING WHERE DETAILED SHALL CONFORM TO AWS D1 A SPECIFICATION. CONCRETE NOTES (CONTINUED): 10. CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH AS FOLLOWS: FOUNDATIONS 6 FOUNDATION WALLS: 25W PSI SLAB -ON -GRADE 8 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 WITIAN A 1/O' 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 AG 318. LOCATION OF LAP SPLICES SHALL BE AS INDICATED ON CONSTRUCTION DOCUMENTS. 13. DOWELS INTO FOUNDATION SHALL MATCH SIZE AND SPACING OF VERTICAL REINFORCEMENT AT ALL COLUMNS, PIERS AND WALLS, UNLESS OTHERWISE NOTED. 14. CONTRACTOR SHALL OBTAIN APPROVAL PRIOR TO PLACING OPENINGS OR SLEEVES NOT SHOWN ON THE DRAWINGS, THROUGH ANY STRUCTURAL MEMBER. 15. ONE OF THE FOLLOWING CONCRETE SLAB ON GRADE CRACK CONTROL METHODS SHALL BE USED (CONTRACTOR PREFERENCE): • CONTROL JOINTS: SHALL BE FORMED, SAWED, OR TOOLED TO A 1' MINIMUM DEPTH WITHIN 24 HOURS OF CONCRETE PLACEMENT. MAXIMUM JOINT SPACING FOR UNREINFORCED SLAB IS AS FOLLOWS: 3-12' SLAB: 8 FEET O.C. EACH DIRECTION 4' SLAB: 10 FEET O.C. EACH DIRECTION • WELDED WARE FABRIC (W.W.F.) 6X6-W1.4XW1.4. WELDED WIRE FABRIC SHALL BE FURNISHED IN FLAT SHEETS (ROLLS NOT PERMITTED) AND SHALL CONFORM TO ASTM A-1064 AND HAVE A MINIMUM SIDE AND END LAP OF 8INCHES. • MICRO- OR MACRO- SYNTHETIC FIBER REINFORCEMENT FIBER LENGTHS SHALL BE 12' TO 2-1/4' IN LENGTH. DOSAGE AMOUNT SHALL BE FROM 3/4 TO 3.0 POUNDS N ACCORDANCE WTH MANUFACTURERS RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116. THE MANUFACTURER/SUPPLIER SHALL PROVIDE CERTIFICATION OF COMPLIANCE WITH ASTM C1116 WHEN REOUESTED BY THE BUILDING OFFICIAL 16. CONTROL JOINTS SHALL BE FURNISHED WITH A FULL-LENGTH KEYWAY CENTERED ON MEMBERS. WHERE THE SIZE OF KEY IS NOT SHOWN ON THE DRAWINGS, THE KEY SHALL BE 25% OF THE CROSS-SECTION DIMENSION OF THE MEMBER AND MINIMUM 1-1/2 INCHES INTO THE FIRST POUR OF CONCRETE. 17. PROVIDE POCKETS OR RECESSES IN CONCRETE WORK FOR COLUMNS AND BEAMS AS REQUIRED EVEN IF NOT SHOWN ON THE DRAWINGS. PROVIDE CONCRETE FILL AFTER BEAM ERECTION. 1 S. CURING OF CONCRETE SURFACES SHALL CONFORM TO ACI 308.1 'STANDARD SPECIFICATION FOR CONCRETE CURING' AND ACI WSR "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 OWNERS REPRESENTATIVE. 2. TOP OF SPREAD FOOTING ELEVATIONS NOTED ON PLAN ARE MINIMUM ELEVATIONS. IN ALL CASES FOOTINGS ARE TO BEAR ON UNDISTURBED NATURAL SOILS OR ENGINEERED FILL HAVING A MINIMUM NET ALLOWABLE BEARING CAPACITY OF 2000 PSF. 3. SIDES OF FOUNDATIONS SHALL BE FORMED UNLESS CONDITIONS PERMIT EARTH FORMING. FOUNDATIONS POURED AGAINST THE EARTH REQUIRED THE FOLLOWING PRECAUTIONS: SLOPE SIDES OF EXCAVATIONS AS APPROVED BY GEOTECHNICAL ENGINEER AND CLEAN UP SLOUGHING BEFORE AND DURING CONCRETE PLACEMENT. PROVIDE POLYETHYLENE VAPOR RETARDER COMPLYING WITH GOVERNING BUILDING CODE LISTED ON THIS SHEET AGAINST SOILS WHERE CONCRETE IS TO BE PLACED; LAP ALL EDGES 6 NCH (MINIMUM) AND SEAL WITH ADHESIVE. 4. WHERE FOOTING STEPS ARE NECESSARY, THEY SHALL BE NO STEEPER THAN ONE VERTICAL TO TWO HORIZONTAL U.N.O. 5. FOOTINGS SHALL BE CENTERED UNDER COLUMNS AND WAILS UNLESS SPECIFICALLY DETAILED OTHERWISE ON THE DRAWINGS. 6. NO FOOTINGS OR SLABS SHALL BE PLACED ON OR AGAINST SUB -GRADE CONTAINING FREE WATER, FROST OR ICE. SHOULD WATER OR FROST, HOWEVER SLIGHT, ENTER A FOOTING EXCAVATION AFTER SUB -GRADE APPROVAL, THE SUB -GRADE SHALL BE RE INSPECTED BY THE GEOTECHNICAL ENGINEER/ TESTING LABORATORY AFTER REMOVAL OF WATER OR FROST. 7. CONTRACTOR SHALL FURNISH ALL REQUIRED DE WATERING EQUIPMENT TO MAINTAIN A DRY EXCAVATION UNTIL BACKFILL IS COMPLETE. 8. A GEOTECHNICAL ENGINEER REGISTERED IN THE STATE OF WORK PERFORMED SHALL INSPECT THE CONDITION AND ASSURE THE ADEQUACY OF ALL SITE PREPARATION, SUBGRADES, FILLS, BACKFILLS BEFORE PLACEMENT OF FOUNDATIONS, FOOTINGS, SLABS AND WALLS. HE SHALL SUBMIT REPORT TO THE ARCHITECT/ENGINEER DESCRIBING HIS INVESTIGATIONS OF ANY NON -CONFORMING WORK BACKFILLING: 1. DO NOT PLACE SAC FILL AGAINST FOUNDATION WALLS - DESIGNED AS SUPPORTED AT TOP AND BOTTOM - UNTIL BASEMENT LEVEL AND FIRST FLOOR SYSTEM ARE IN PLACE SHORE AND/OR BRACE WAILS AS REQUIRED IF BACKFILLING OPERATIONS ARE TO BE CARRIED OUT PRIOR TO PLACEMENT OF FLOOR SYSTEM. 2. WHERE BACKFILL IS TO BE PLACED ON BOTH SIDES OF FOUNDATION WALLS, PROVIDE A BALANCED SACKFLL AGAINST FOUNDATION WAITS 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. 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 - 1,5W 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 BOW. 4. MORTAR FOR ALL MASONRY SHALL CONFORM TO ASTM C270 WITH MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. MORTAR BELOW GRADE SHALL BE TYPE M. ELSEWHERE MORTAR MAY BE EITHER TYPE M OR S UNLESS SPECIFICALLY INDICATED OTHERWISE. USE EITHER PORTLAND CEMENTNME OR MASONRY CEMENT FOR MORTAR. S. GROUT SHALL CONFORM TO ASTM C476 WITH MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 2,500 PSI. 6. STEEL BAR REINFORCEMENT SHALL CONFORM TO ASTM A61 S. GRADE 60. 7. VERTICAL CELLS CONTAINING REINFORCING AND GROUT SHALL FORM A CONTINUOUS CAVITY, FREE OF MORTAR DROPPINGS. 8. VERTICAL CMU WALL REINFORCING SHALL BE AS NOTED ON THE DRAWINGS. DOWELS TO CONCRETE FOUNDATION TO MATCH SIZE AND SPACING OF VERTICAL REINFORCING UNLESS NOTED OTHERWISE REINFORCE CMU CORE AT CORNERS, EACH SIDE OF CONTROL JOINTS AND EACH SIDE OF WALL OPENINGS WITH (1)-*5 CONTINUOUS VERTICAL REINFORCING BARS.. 9. HORIZONTAL BOND BEAM AND VERTICAL REINFORCING SHALL BE CONTINUOUS U.O.N. LAP SPLICE REINFORCING PER THE SCHEDULE OR USE MECHANICAL SPLICES ADEQUATE FOR 125% OF SPECIFIED YIELD STRENGTH OF THE BAR. LAP VERTICAL REINFORCEMENT WITH MINIMUM DOWELS OF SAME SIZE AND SPACING THAT HAVE BEEN PREVIOUSLY INSTALLED IN THE FOUNDATIONS. DOWEL EMBEDMENT IN CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF THE CONCRETE NOTES. BAR SIZE LAP SPLICE LENGTH BEND DIAMETER ACI HOOK #4 20" 3' 10' #5 25' 3.3/4- 10' #6 34' 4-1/2' 11" MASONRY NOTES (CONTINUED): 10. REINFORCING BARS SHALL BE HELD IN POSITION BY WIRE TIES OR OTHER APPROVED MEANS TO ENSURE DESIGN LOCATION AND LAP. PLACE BARS AND LAP PRIOR TO GROUTING. 11. GROUTING OF MASONRY WALLS SHALL CONFORM TO RECOMMENDED PROCEDURE FOR 'LOW LIFT GROUTING' OR'HNGI LIFT GROUTING' AS OUTLINED IN THE NCMA-TEK 3-2A -GROUTING FOR CONCRETE MASONRY WALLS AND ACI 5WASCE 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 41NCHES INTO THE PREVIOUS COURSE OF MASONRY BELOW. 13. MASONRY BELOW GRADE SHALL BE GROUTED SOLID. 14. CONTRACTOR SHALL BRACE MASONRY WALLS TO RESIST WIND LOADS UNTIL FLOORS AND ROOFS ARE IN PLACE, AND THE MASONRY HAS REACHED 75% OF THE REQUIRED STRENGTH PM. BRACING SHALL BE PROVIDED IN ACCORDANCE WITH OSHA - CONSTRUCTION SAFETY STANDARDS FOR MASONRY WALL BRACING AND NOMA 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 (OSS) SHALL CONFORM TO -VOLUNTARY PRODUCT STANDARD PS2 PERFORMANCE STANDARD FOR WOOD -BASED STRUCTURAL -USE PADS'. 4. ALL BEAMS AND HEADERS SHALL BE (2)-PLY U.N.O. 5. WOOD SILL PLATES AND WOOD WALLS SUPPORTED ON CONTINUOUS CONCRETE OR MASONRY SHALL BE ANCHORED WITH 12' DIAMETER CAST -IN -PLACE ANCHOR BOLTS WITH 7" EMBEDMENT, 4' (MINIMUM) AND 12' (MAXIMUM) FROM END OF SILL PLATE(S), LOCATED WITHIN THE MIDDLE THIRD OF THE SILL PLATE, WITH NUT AND 3'x3'4229- WASHERS AT THE ANCHOR SPACING BELOW: MAXIMUM ANCHOR BOLT SPACING = 7-0' 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 N CONTACT WITH EARTH, CONCRETE, OR MASONRY - AND WOOD BEAMS POCKETING INTO CONCRETE OR MASONRY WALLS HAVING CLEARANCES LESS THAN 12' ON TOP, SIDES, AND END(S) SHALL BE PRESSURE TREATED OR SEPARATED WITH AN IMPERVIOUS MOISTURE BARRIER. 7. STRUCTURAL SAWN LUMBER SHALL BE SPRUCE -PINE -FIR NO.1 11402 OR BETTER U.N.O. WITH BASE DESIGN VALUES: Fx= 875 PSI FG = 425 PSI FT = 450 PSI Fo= 1150 PSI Fv= 136 PSI E= 1400 KSI WITH THE MOISTURE 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 SWILL BE NAILED WITH NOT LESS THAN (8)-0.162-x2-1 /2- FACE NAILS ON EACH SIDE THE JOINT. DOUBLE (2X) TOP PLATES OF On WALLS AND INTERIOR LOAD BEARING WALLS SHOWN ON DRAWINGS SHALL BE SOUTHERN YELLOW PINE NO2 OR BETTER WITH BASE DESIGN VALUES: Fa= 1100 PSI FG- 565 PSI FT- 675 PSI Fo- 1450 PSI Fv= 175 PSI E= 1400 KSI WITH THE MOISTURE CONTENT OF THE WOOD IN SERVICE WILL NOT EXCEED 19%. 9. STRUCTURAL COMPOSITE LUMBER SHALL CONFORM TO ASTM D 5466 WITH THE FOLLOWING ALLOWABLE DESIGN STRESSES MIGFK L M LVL PARMIM PSL ('1 TV BERSTPA D LK E - 2000 KSI E - 1800 KSI E = 13DO KSI FIG - 2800 PSI Fs = 2400 PSI F,, = 1700 PSI C) -BOOZER BEAM 2.1 E' ARE AN ACCEPTED ALTERNATE TO PSL COLUMNS SPECIFIED ON PLANS PROVIDED THE BOOZER BEAM 2.1 PIS OF EQUAL OR GREATER SECTION DIMENSION TO THE PSL COLUMN AND OF EQUAL OR LESSER HEIGHT 10. FLOOR SHEATHING SHALL BE 23132 INCH, APA RATED SHEATHING 48124 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 31N2-1/2" COMMON NAILS AT 6 INCH O.0 ALONG SUPPORTED PANEL EDGES AND 12 INCH O.0 AT INTERMEDIATE SUPPORTS. 11. FOR INTERIOR WALL HEADERS PROVIDE (1)-2X JACK STUD AND (1)-2X KING STUD U.N.O. ON DRAWINGS. 12. FOR EXTERIOR WALL HEADERS PROVIDE (1)-2x JACK STUD AND (1)-2x KING STUD, MINIMUM, REFER TO CHART BELOW U.N.O ON DRAWINGS: WINDSPEED OF <= 140 EXP. C WAIL HEIGHT OFT 9FT 10FT STUD SIZE HEADER SPAN (FT) 4 1J/lK 1J/IK 1J/1K 6 1J/1K 1J/1K 1J/2K 8 1J/1K 1J/2K 1J/3K 10 1J/2K 1J/2K 1J/4K 2x4 12 1J/2K 1J/3K 1J/4K 14 1J/2K iJ/4K ENG 16 1J/3K 1J/4K ENG 18 1J/3K ENG ENG WINDSPEED OF <= 140 EXP. C WALL HEIGHT OFT 9FT 1OFT STUD SIZE HEADER SPAN (FT) 4 1J/1K IJ/1K 1JYIK 6 1J/1K 1J/1K INIK 8 1J/1K 1J/1K IJ/1K 10 1NIK 1J/iK 1J/1K 2x6 12 1J/1K 1J/1K 1J/1K 14 IJ/1K 1J/1K 1MK 16 1J/1K 1J/1K 1J/1K 18 1J/1K 1J/1K iJ/1K 13. WALLS SHOWN ON THE FRAMING PLANS ARE LOAD BEARING WALLS; WALLS NOT SHOWN ON STRUCTURAL FRAMING PLANS ARE INTERIOR NON -LOADING BEARING PARTITION WALLS. 14. LOAD BEARING WALLS SHALL BE CONSTRUCTED WITH 2X STUDS AT 16' O.C. MAXIMUM U.N.O. NON -LOAD BEARING PARTITION WALLS SHALL BE CONSTRUCTED WITH 2X OR METAL STUDS (18 GA. MIN.) @ 24' O.C. MAXIMUM. 15. STUD COLUMNS UNDER LOAD BEARING POINTS OF GIRDERSBEAMS SHALL MATCH THE GIRDER/BEAM PLY COUNT WITHIN 117 TOLERANCE (2-PLY STUD COLUMN MINIMUM). SOLID BLOCK ALL GIRDERBEAMS THRU FLOOR SYSTEMS AND TO THE FOUNDATION. 16. WHEN NOT SHOWN ON DRAWINGS OR DETAILS, THE RULING SCHEDULE FOR WOOD FRAMING ELEMENTS SHALL COMPLY WITH THE IRC TABLE R602.3(1), 17. FLOOR SYSTEMS ARE DESIGNED BY THE TRUSS AND/OR WOOD I- JOIST MANUFACTURERS DELEGATED ENGINEER AND BE IN CONFORMANCE WITH THE LOADS d DEFLECTIONS IDENTIFIED IN THE DESIGN CRITERIA NOTES SECTION. INSTALL PER MANUFACTURERS 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 I -JOIST SHALL CONFORM TO ASTM D 5055. JURISDICTION SPECIFIC NOTES: 1. FOR PARTIALLY ENCLOSED AREAS, INCLUDING BUT NOT LIMITED TO LANAIS, PORCHES, AND BALCONIES A 12- (MINIMUM) EXTERIOR GRADE SOFFIT BOARD WITH A CEMENTITIOUS 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 KAYCAN VINYL SOFFIT INSTALLED IN ACCORDANCE WITH MANUFACTURERS REOURRMENTS AND ICC-ES EVALUATION REPORT ESR-1495 THE SOFFIT WALL COMPLY WITH R703.1. 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 ANSI/TPI 1 'NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION.' FINAL PRE-ENGINEERED ROOF TRUSS FRAMING LAYOUT AND DESIGNS TO BE BY ROOF MANUFACTURER'S DELEGATED ENGINEER. 2. ROOF TRUSSES SHALL BE DESIGNED FOR THE SUPERIMPOSED LOADS IDENTIFED N THE DESIGN CRITERIA NOTES SECTION. 3. THIS PLAN IS DEVELOPED FROM THE RENEW OF MASTER TRUSS FILES. ANY LOT THAT DEVIATES FROM THE MASTER TRUSS FILE ON RECORD,OR FOR PLANS FIELDSTONE AE IS NOT CONTRACTED TO PERFORM TRUSS RENEW ON, THE CONTRACTOR IS RESPONSIBLE TO ASSURE THE DIRECT COMPLIANCE OF TRUSS MANUFACTURER LAYOUT TO THESE DRAWINGS 6 VERIFY ALL TRUSS CONNECTORS ARE SUFFICIENT TO WITHSTAND THE UPUFTMTERAL LOADS IMPOSED 4. TRUSS MANUFACTURER SHALL PROVIDE HANGERS AND CONNECTIONS ADEQUATE FOR LOADS AT ALL TRUSS -TO -TRUSS, TRUSST08EAM, AND BEAM -TO -TRUSS CONNECTIONS. 5. REFER TO ARCHITECTURAL DRAWINGS FOR TRUSS SHAPE, OVERHANG, DIMENSIONS, SLOPES, SPANS, DRAINAGE, BEARING WALL HEIGHTS, ETC. 6. THE POSITIONS, WEIGHTS, AND METHODS OF ATTACHMENTS OF ALL MECHANICAL UNITS, ELECTRICAL FIXTURES, PLUMBING, FIRE SPRINKLERS, ETC SHALL BE INCLUDED IN THE DESIGN OF THE TRUSSES BY THE TRUSS MANUFACTURER. SEE ARCHITECTURAL DRAWINGS FOR ATTIC ACCESS SIZE AND LOCATIONS. 7. SUPERIMPOSED LOADS FROM SECONDARY FRAMING Q.E. SOFFITS, PARAPETS, VALLEY FRAMING, UPPER TRUSSES, ETC) SHALL BE INCLUDED IN THE DESIGN OF SUPPORTING TRUSSES. 8. CONTRACTOR TO PROVIDE TRUSS BRACING PER BCSI-W IN ADDITION TO PERMANENT BRACING SHOWN ON THE TRUSS DESIGN PROVIDED BY THE DELEGATED TRUSS ENGINEER. PRE -APPROVED FIELD REPAIR NOTES: 1. MISPLACED DOWEL REPAIR: THIS NOTE DESCRIBES ALTERNATES TO MITIGATE THE CASTING OF REBAR VERTICAL REINFORCEMENT AT AN INCORRECT LOCATION. IF THE WALL HAS NOT BEEN BUILT: DRILL AND EPDXY #5 REBAR (36' LG.) INTO THE THICKENED EDGE OF SLAB AT THE CORRECT LOCATION. AS WALL IN CONSTRUCTED, LAP REBAR IN ACCORDANCE WITH MASONRY NOTES LAP SCHEDULE, PLACING A HOOKED BAR WTH 12- LAP AT THE TOP OF WALL WITH THE CONTINUOUS REBAR IN THE TIE BEAMA30ND BEAM. COMPLETE GROUTING OF WALL. IF THE WALL HAS ALREADY BEEN BUILT: PRIOR TO GROUT PLACEMENT, OPEN THE WALL AT THE CORRECT LOCATION APPROXIMATELY 10' (H) x 4' (W) AT FLOOR LEVEL. DRILL AND EPDXY #5 REM (32- LG.) INTO THE THICKENED EDGE OF SLAB. LAP VERTICAL REINFORCEMENT IN ACCORDANCE WITH MASONRY NOTES LAP SCHEDULE, PLACING A HOOKED BAR WITH 12" LAP AT THE TOP OF WALL WITH THE CONTINUOUS REBAR IN THE TIE BEAM/BOND BEAM. COMPLETE GROUTING OF WALL 2. MISSINGIMISPLACED ANCHOR BOLT: ALTERNATE SILL PLATE ANCHORAGE SOLUTIONS Biro CONCRETE: A 1/2'x6' TITEN HD WITH 1-3W MINIMUM EDGE DISTANCE AND 6' MINIMUM END DISTANCE IS A DIRECT 1:1 REPLACEMENT FOR A 1/2' DIAMETER ANCHOR BOLT WITH 7' EMBEDMENT INTO A 1/7 THREADED ROD SET-3G EPDXY 7' EMBEDMENT WITH 1 V4' MINIMUM EDGE DISTANCE AND 7-12' MINIMUM END DISTANCE IS A DIRECT 1:1 REPLACEMENT FOR A 1/2" DIAMETER ANCHOR BOLT WITH 7" EMBEDMENT INTO CONCRETE. NEO BROW F LLR) MASONRY IOPCMA: A 1/2X6- TTEN HD WITH 1-3µ" MINIMUM EDGE DISTANCE AND 8- MINIMUM END DISTANCE AT 4'-8' O.C. REPLACES A 12' DIAMETER ANCHOR BOLT WITH T EMBEDMENT AT V-O" O.C.; LIKEWISE A 1/216' TTEN HD WITH 1-314' MINIMUM EDGE DISTANCE AND 8' MINIMUM END DISTANCE AT 7-0" O.C. REPLACES A 12- DIAMETER ANCHOR BOLT WITH T EMBEDMENT AT V-0" O.C.. 3. SIMPSON MASA SILL ANCHORS MAY BE USED AS AN ALTERNATE TO THE ANCHOR BOLTS AND SPACING NOTED HERE -IN ACCORDING TO THE FOLLOWING TABLE: BASIC WIND SPEED (MM MAXIMUM SPACING <140 &-(r 140 1'$ 150 V-7 NOTES: 1. MASA SPACING BASED ON NO MORE THAN ONE IN THREE INSTALLED WITH ONE LEG INSTALLED VERTICALLY ATTACHED TO STUD 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 1.12" 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. MASONRY WALL OVERHANGING SLAB < 518" NO REPAIR REO'D 5/8" < OVERHANG < 1-1/2' GROUT SOLID BOTTOM 3 COURSES OF AFFECTED WALL LENGTH > 1-12' CONTACT ENGINEER OF RECORD FOR REPAIR NOTCHED TOP PLATES 8 STUDS REQUIRING REPAIR AT SIDE 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% N NON -LOAD BEARING WALLS; OR WHEN A HOLE IS DRILLEDBORED TO A DIAMETER EXCEEDING 40% OF THE STUD WIDTH IN BEARING WALLS, OR 60%OF THE STUD WIDTH IN NOWBEARING WALLS. IF THE MAXIMUM HOLE/NOTCH SPECIFICATIONS ARE EXCEEDED THEN A STUD SHOE MUST BE INSTALLED. STUD SHOE REPAIRS ARE AS FOLLOWS: FOR 2X STUD USE HSS2-SDS1.5 WITH (12)-1/4'X7-12" SDS SCREWS. FOR MULTI -PLY 2X STUDS USE HSS2--#--SDS3 WITH (12)-1/4'X3- SIDS SCREWS. WHERE '#" CORRESPONDS TO THE NUMBER OF STUDS IN THE MULTFPLY. AT TOP PLATER): 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 1.12" WIDE AND MUST BE FASTENED WITH (8)-16D NAILS ON EACH SIDE OF THE OPENING. OHO Fieldstone JpMIN qlj .. �C� /, C.O.A.# ARCHITECURE: .`�..�_r%�GS/• �� AA26002802 C.O.E.# ENGINEERING: 29349 O IBRAHEM ELAYEB, PE P.E.# 91476 ■ BENJAMIN NIESE, PE P.E.# 86025 05/06/2024 DATE No.860 _ RIO/' • ���� AL mwftm 3400 Aubum Rd Suite 200 Aubum Hills, MI 48326 +1 248.622.4035 F bi lde 12906 Tampa Oaks Blvd. Suite 150 Tampa, FL 33637 +1 813.466.3310 www.heidstoneae.com A L7A I I DRAWN BY: I FAE I I VERSION: 5.0 SHEET NAME COVER SHEET SHEET # SO.1-140 VCELMW.1eeM ZTTI\ faro wE 2STORY M PSaWWOMM MOM = --M F=10 .4 qi 2STORY PA 0 WOLM MRS PER PLAN =ULM RM 0011 RM PER PLAN auala M PA Z MKM PER PLAN MAMCOMOMM 2V2812022 F03C FGM-M 2STORY 89WIMMULOAM 1110112023 FMM UO 10 VT 4- to • . .. .......... ...... ............... 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IQB w PIRM RM SEE FOUNDATION PLAN 9 I SEE FOUNDATION PLAN' � �L'Lowwlfwe T ---------------- - ---------- MINIM -MRL�KFIU SPBEMW PBMTION - CW 11/12f2021 FEMINSIAIRSIM 2J20/2022 FMM-130 140;TO SCALE FZM-29D ,% X%%%111111111/ 00% Fieldstone 3 pa I I/ C.O.A.# ARCHITECURE: �-Z f4p AA26002802 COX.# ENGINEERIN No. 860 29349 13 IBRAHEM ELAYEB, PE P.E.# 91476 0 BENJAMIN NIESE, PE P.E.# 86025 05/06/2024 DATE OF O . . RI....... cl AL 111111 WNW 3400 Aubum Rd Suite 200 Aubum Hills, MI 48326 +1248.622.4035 Florlds 12906 Tampa Oaks Blvd. Suite 150 Tampa, FL 33637 +1813.466.3310 www.heldstoneae.com F-4 0 < z > 0 LU 0-4 -j C, LU 0 U LU 0 01 -0• .V1 V-0• 3'-2• Y-10• v 3'-10' 3'-7 W 21Y21Y77 CONC. FTG. w/t/ BARS Q 12. O.C. EA- WAY VERIFY M.O. VERIFY M.O. ' u OPT. SCREEN § O t 111 tv !r _ IB ENCLOSURE m IU + Q N v. O 1'-0' 3'-10' T-Ir 4'-6• N to; VERIFY VERIFY M.O. q � M.O. I O O N y T - I I I � I 4'-7114' I2' 5'-7114' 15'-71/r I N b N I RA I I I ,I — � 'E � o •.� . I::I I :r o I C? § I I: I rx MAI 1/r J,L� RIFY VERIFY I, I a -r 24r 4-0' gam. I o I 0 F n N 21X21Y17 CON, FTG. W 04 BARS Q 17 O.C. EA. WAY F N L_ J VERIFY M.O. 9F r W-B• r _ 201-4' 30-0• FOUNDATION PLAN - ELEV. IT' SCALE'. 11V-1'Q NIOTM 1. 3117 CONCRETE SLAB ON GRADE OVER VAPOR BARRIER 2. REFERENCE FINISHED FLOOR ELEVATION - (Y-0' 3. REFER TO DWG SO.1 FOR GENERAL STRUCTURAL NOTES TOD Fieldstone C.O.A.# ARCHITECURE: _ AA26002802 C.O.E.# ENGINEERING--•- 29349 O IBRAHEM ELAYEB, PE P.E.# 91476 ■ BENJAMIN NIESE, PE P.E.# 86025 05/06/2024 DATE �No. 8 , o STATE OF Mk hlgm 3400 Aubum Rd Suite 200 Aubum Hills, MI 48326 +1 248.622,4035 FWdda 12906 Tampa Oaks Blvd. Suite 150 Tampa, FL 33637 +1 813.466.3310 www. fieldstonese. corn N I~ O O Q H LU J W Iax W U C7 E a a Q� Q x o co N C) Ix r DRAWN BY: BYIFAE I VERSION: 5A SHEET NAME FOUNDATION PLAN - SLAB SHEET # S1.11 8F16-1B/1T BF76-OB/1T BF32-OB/1T 25 SH w/ LINTEL RECESS 2868 DOOR POUR SOLID 8F76-0B/1T 'I LINTEL RECESS OPT. 30M DOOR w/ 3010 TRANS T 6-0B/1T 6F76-OB/1T w/LINTEL RECESS LINE OF FLOOR ABOVE m 8F16-0B/1T CONTINUOUS UNTEL OVER MASONRY COLUMN, DRILL Y HOLE IN BOTTOM OF LINTEL AND EXTEND VERTICAL REBAR THROUGH LINTEL. eF18-08/1T 25 SH 25 SH 1 LINE OF FLOOR ABOVE J LINE OF FLOOR ABOVE I I POUR SOLID 6F34-1 B/1T POUR SOLID 16070 OHGD FIRST FLOOR WALLMEADER PLAN - ELEV. "I" SCALE: 1 /4' =1'-0' NOTES: 1. REFER TO DWG SO.1 FOR GENERAL STRUCTURAL NOTES 0000 Fieldstone C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERING: 29349 <::::_— O IBRAHEM ELAYEB, PE P.E.# 91476 ■ BENJAMIN NIESE, PE P.E.# 86025 05/06/2024 DATE LINTEL AND BOND BEAM LEGEND 1. INNN3W EmairNUXOWNOTXNANw6NNUl�11N4 mR1rUIs111DLD�w1aNNlenE L INNINfNdNrIE+MBM31B011MIBlUIwI��M Ww. L UNBANNIAOSMNNIUNN3111wI1NNwLE NBA l NNDEi EB."U.11A L 01MMO1LMMITUNWEAWSIMMOF 00111L URRLAMMONS T6ENNNNIUI F• FLINITNNNURIU. LfR0 r IMWMUFAIBIAAT0MOF / INRWR F16-1 B/1 T } �QWW0F#6NMff1W L � Ifri11 wNNNArrarNtq N3aD 1-1/2'CLEAR a i O 0 N UR m z = wNlNATNRf0YffI16fl b 7-5/e" ACTUAL 6' NOMINAL OMIT PARNirND16Rq�NUNRL HEIGHT ``11►11111/ /�, No.860 � //i`r�ONAL ��111111111�\ 23fi r5 §b�O Ees �652 _VS _$ S5 F='SIB6�y88gs:: sai�8°co08AYCCyX« '5ess ea 6S=M �62. 2T �6sshz€m B:`9 BA�a zg-. 6s 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 CN N M Q > OW w w 04 _ Q H U w a fr o m W N 0 F L J DRAWN BY: FAE VERSION: 5.0 SHEET NAME FIRST FLOOR WALL/HDR PLN SHEET # S2.11 MSTCM40 FROM (2) 2x BUILT UP COLUMN TO PRE -CAST LINTEL BELOW w/ CONCRETE SCREWS COLUMN TO GIRDER BELOW CONT. ABOVE & BELOW OPENINGS PER SW6/S4.2 SECOND FLOOR WALL/HEADER PLAN - ELEV. "I" SCALE. 1 /4 1'-0" NOTES: 1. REFER TO DWG SO FOR GENERAL STRUCTURAL NOTES MSTCM40 FROM (2) 2x BUILT UP COLUMN TO CMU WALL BELOW w/ CONCRETE SCREWS MSTA30 FROM BASE OF (2)2. COLUMN TO GIRDER BELOW 0000 Fieldstone C.O.A.# ARCHITECURE: AA26002802 �— C.O.E.# ENGINEERING 29349 O IBRAHEM ELAYEB, PE P.E.# 91476 ■ BENJAMIN NIESE, PE P.E.# 86025 05/06/2024 DATE No. O STATE A�OR1Dp'. =a°EerS Bo�`o°S \�xfir s e2.=m„ e 355Ef'f f„ N4a edo�c o„e�f �E6i4b�€"�sog89 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 all N � Ca C7 o � `> ax O IL W w _ Q IE H? U Ln 0 o w N E-I f- L J DRAWN BY: FAE VERSION: 5.0 SHEET NAME SECOND FLOOR WALL\HDR PLAN SHEET # S2.21 F IMIMIMIMIMIMIM Mimi I OR GIRDER PER MANUF. (2) META76 (2) wmn LL LL b B e w j• n F¢ e 7 W 1' a a¢ M w w THA422 OR HANGER T A422 OR RANGER PER MANUF. PER MANUR CANTILEVER (2) 2x4 BUILT UP COLUMN • 1 81 LZ I I (21 1 3/4'z16" LVLLa (� OR GIRDER PER MANUF. W 13'fi META18 w M W (2) 1 3/4'x16' LVL _ OR GIRDER PER MANUF. W @ FLOOR TRUSS: 2z VERTICO. AT THIS LOCATION FORAL I FL FLOOR STRAPPING. DESIGN FOR _ w A CONCENTRATED REVERSIBLE WIND LOAD OF 2,000 LB II M1 FLOOR/LOW ROOF FRAMING PLAN ELEV. "I" SCALE 1/4=1'{i' NOTES: 1. REFER TO DWG SO.1 FOR GENERAL STRUCTURAL NOTES 2. REFER TO DETAILS ON DWG S4.1 FOR ROOF SHEATHING REQUIREMENTS (2) MTS16 TO (2) BUILT UP COL DTT2Z @ BASE COLUMN. ,,4"x1-1/2" SDS & ATR SET-XP EPO) TO TOP OF CMU " BELOW. MIN. 8" EM (2) HTS16 FROM TR TO (3) 2z4 BOIL' COLUMN. OTT: BASE OF COLUMN 114,x1.1/2" SDS SCRI & 1/2" ATR ACR FLOOR AND EPO: TO TOP OF CMU V W/ 8" EMBEDM K If ROOF FRAMING PLAN ELEV. "I" SCALE: 1/1=1'-0" NOTES: 1. REFER TO DWG S0.1 FOR GENERAL STRUCTURAL NOTES 2. REFER TO DETAILS ON DWG S4.1 FOR ROOF SHEATHING REQUIREMENTS (2) MTS16 TO (2) 2x4 BUILT UP COLUM. DTT2Z @ BASE OF COLUMN W/ (8) 1/4"x1-1/2' SDS & 1/2' ATR SET-XP EPDXIED TO TOP OF CMU WALL BELOW, MIN. 8" EMBED OHO Fieldstone C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERING 29349 O IBRAHEM ELAYEB, PE P.E.# 91476 ■ BENJAMIN NIESE, PE P.E.# 86025 05/06/2024 DATE I M IN I W UNLESS OTHERWISE NOTED ON PLANS: 1. ALL TRUSS STRAPS TO MASONRY ARE TO 13E META16. 2. ALL TRUSS STRAPS TO WOOD TO BE SIMPSON H10A. WHEN INSTALLED ON EXTERIOR WALLS SHALL BE CONNECTED THROUGH EXTERIOR SHEATHING. (2) H2.5A TO BE USED TO MULTI -PLY TRUSS, (1) EACH SIDE W/8d NAILS MIN. SIMPSON H2.5A MAY BE USED ON JACK TRUSSES ON THE EXTERIOR OF THE WALL w/ad MIN. 3. ILO TYP METAL TRUSS CONNECTORS, FRAME SCREWS MAY BE USED AT CONTRACTOR OPTION PER THE FOLLOWING: A) TRUSS TO TOP PLATE TO BE (2) SIMPSON SDWC15600 B) MULTI -PLY TRUSS REQUIRE (2) SDWC15600 AT EA. PLY C) (1) SDWC15600 SCREW FROM TOP PLATES TO JACK TRUSSES 4, FOR DBL TWIST STRAP TRUSS CONNECTIONS(LTS/MTS/HTS) REFER TO DETAIL R60 FOR INSTALLATION CONFIGURATIONS. DMAILS FOR PLANS FIELDSTONE AE IS NOT CONTRACTED TO PERFORM TRUSS REVIEW ON, THE CONTRACTOR IS RESPONSIBLE TO ASSURE THE DIRECT COMPLIANCE OF TRUSS MANUFACTURER LAYOUT TO THESE DRAWINGS & VERIFY ALL TRUSS CONNECTORS ARE SUFFICIENT TO WITHSTAND THE UPLIFT/LATERAL LOADS IMPOSED. IF ANY TRUSS CONNECTOR SHOWN IN THESE DRAWINGS CAPACITY HAS BEEN EXCEEDED, THE TRUSS MANUFACTURER SHALL NOTIFY THE ENGINEER OF RECORD IMMEDIATELY No. 8602 = 7k Q STATE O O. _14NAL 00 � -E m s�E9 uS E�e: eIIP al%c'F 8 i $ - L 6 ' S s j °c d E 6 s 6 E 4 r �ot 36a SEa6uib��§$€� S�;Sa;o.fi�6'✓ Michigan 3400 Auburn Rd Suite 200 Aubum Hills, MI 48326 +1 248.622.4035 Florida 12906 Tampa Oaks Blvd. Suite 150 Tampa, FL 33637 +1 813.466.3310 www.fieldstoneae.com N O � Z a o > � 0w W 4. cr H U Ln I cD Q F o x F � N N L� l� DRAWN BY: I FAE VERSION: 5.0 SHEET NAME FLOOR/LOW ROOF FRM PLN SHEET # S3.1 7 ■ STRUCTURAL SHEATHING, SEE PLAN AND DETAILS FOR ATTACHMENT 11/2' PRE-ENGINEERED WOOD TRUSSES AT 24° O.C. MAUL -OR. 2x BLOCKING AT 2x RIBBON BOARD SHEATHING EDGES w/ (3) ATTACHED TO TRUSS Sd NAILS INTO TRUSS W(3)10d NAILS. 24' CONTINUOUS O.C. CENTER MAX. STRUCTURAL CONTINUOUS SPACING NAIL PER TYPICAL CONnM10Us STRUCTURAL SHEATHING DETAIL SHEATHING NAIL PER TYPICAL SHEATHING DETAIL TYPICAL TRUSS TYPICAL TRUSS PEA PUN DETAIL AT TRUSS HEEL > 9 1/1' ANCHOR PER PLAN NOTE REFER TO ARCHITECTURAL DRAWINGS ANCOR TRUSS MANUFACTURER DRAWINGS FOR SPECIFIC TRUSS PROFILE INFORMATION. (La. HEEL HEIGHTS, SLOPE, OVERHANGS) STRUCTURAL SHEATHING, SEE PLAN AND DETAILS FOR ATTACHMENT PRE-ENGINEERED WOOD TRUSSES AT 24. O.C. MAX TRUSSANCHOR PER PLAN O.a FASCIA (SEE ARCH DINGS) BOND BEAM PER PLAN DETAIL AT TYPICAL TRUSS W HEEL < 9 1/4' R Mail FFsaaLMl�■eaLaeLa■nq 1 a7■IOeal 1■1MRaWr09R aaL7aeaWME IN 0■e/IMINlalaat lesfrat� aalaa1ra71®Af■Ir 111raMtrlmlaiara rm ta■IgeaaMaMlaamaML I■1MOLawwM I MPA J meals ®LR1■M$>Iff M aaLMalae■alaeMea MALMaRa1aR HEa■aW&=a Bret as ■■MOI■M ■rl■M llllwf M1aMq m■be1VICFBII.■aFiEL Mw MKInt" -covy �apaaL Nl1�EAEOAtE■.tl ISIMLaaaLao a 1011Ya \ IILIp\BIB �llleq � a I.R1Falar_�a OI■d�.11l■■�\rLIC ��ROOF ItNIW VI1111fW1f11 1110INIM 11" ITNN17O TTY M 11101/2023 nv1 Wait ... NOT TO SCALE R1VA4010 RW W-020 � 1aLearMwsarlm M119ai 1afI/1aMI1R tarot aaFrnal aWNI■M aaNealaM ■aoaa/uFs ■■�aLA 1a■ou■rar wen tAa1a�>.l ■a1a■r■■ aIOM a J nowumorm a MPA ------------- 0 D eIR...s.tLe.eeauem.el s■rllwarl■A \Mda46a1R■■al■A ■ R06 TTRhla7VXLGL JGI VfGTTFW 11101/2023 NOT TO SCALE RING050 0 NP iaOAa MOAlfo111 a iiLallot OMMFMN03mq ItiNiLae/A1■ 1■a■®a■■arot naENMR I■ a1aME afi.MMM N■IMa4aEMIaH. 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OF (3) SHEATHING FRAMING SHEET -A � (i.e.IieBSCI REOMTS) WITH BLOCKING aFllcEDSHIS MM TRUSS NOTES RW W-030 CONT. 2X4 W (2) ,zd NALs ns■lm■oLSM STRUCTURAL SHEATHING PER PLAN SEE REWIRED aloaamaa Rea1M BRACING PER TRUSS MANUFACTURER i1Lma'IrrRA►et aIDaolellaatlRlOf � �10alalal(1a.AR.IaIMLga011 A tYla■t, ala W A DaD�aRf alc■r1lMreu � aat aaL7alaa MM aaF�ILaaISIeLs aFwanne TRUSS BAYS PLACED BETWEEN PERMANENT (3) 10d NAILS ® (3) 10d NAILS® TRUSS BRACING EA TRUSS CHORD EA. TRUSS CHARD NAIL BOTTOM CHORD RaeeaRal■ra!E1arAMlaawaff (RESULTING 1N BRACING) MAX. 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IBM 4' 0" Y 8" 2551 2751 328D 3820 4890 5961 7034 8107 2561 ,.. 52A6 6w 7547 8974 . ]DODOMw 4'6" 3! 2" ]343 1959 2110 2952 2931 3756 4576 54DO 6224 1: 1966 :: 4373 3208 8072 10001) . 4' 8" 14" 1217 1349 1438 1716 1999 2560 3132 3686 4249 .1349 am 4567 5385 4766 5017. 7B74. am 5- 4" 4! 0' 1006 1349 1438 176 1999 2560 3132 3686 4649 1349 3D90 45W 5365 5817 7074 8Na 5' IV" B 6" Sao 1105 1173 1600 1631 2D90 2549 3009 3470 no 2522 4242 4350 AB89 ' 5827 6652 6' 6" 5 2" 710 1232 2177 3736 3460 3D31 3707 4383 5061 1232 2177INA 3490 5381. 8625 7SSA T 6" 6 2" 570 991 1729 2632 2205 2598 3191 3685 1i61 -. 1729 260.1 A" 56d,4..' 4742 : 5T01 - 8' 4" 10" 498 609 3160 1626 2564 3486 2818 3302 0919 45 18N 7864 us$ : 29643131 9'4" 80" 416 699 1160 1625 2564 3486 2818 3302 699 1843 2564 305 - 2964 5Fg6'6"g 2" 35q 535 890 1247 2093 Z777 2163 2536 535 wu / 1533 am 2781: 2259 2615 ,. ll' 4" 1O 0" 315 567 890IN/A 1366 1846 2423 3121 0006 W7 945 1356 1806 2423 3127 : 40M 12'T lO8" 292 525 873 1254 1684 2193 20D5 3552 525 873 1254 1584 ZM 28M12'6" Il'2" 277 471 755 1075 1428 1838 2316 28M 471. 755 1075 2428 1838 - 2326 :.. 2111831T4" IY 0" 255 471 755 1CY75 1428 1838 2316 2535 472 755 Ims 'un 1638 236 ,2883, 14' T 1Y 8" 239 424 706 N/A 1002 1326 1697 2127 2278 424 706 N/A 1002 2328 1697 2127 14'8' 134" N/A N/A NIA N/A N/A N/A N/A N/A N/A `. A 783• NIA 1234'. 3.421• 2779' 21W 2662- W 4" 14' 0" N/A N/A N/A N/A N/A N/A N/A N/A N/A -. N/A 710• N/A 116M Jul. 166w 203T : 2459• 17'4" 160., N/A N/A NIA N/A N/A N/A N/A N/A N/A IIIII/A sw N/A '952• 1117• • 19l7• ITAr' 180" N/A N/A N/A N/A N/A N A NIA N/A N/A A 42V A -790• , 960! 117r K 26W Et'0' 188" N/A N A N A N A N/A N A N/A N A N/A N/A 3e1• N/A :596• 845• 1114"' 7345• 1468•- 24' 0' 2Y 8" N/A N A N A N/A N/A N/A N/A N/A N/ I A 250'. N/A 4507 SW '860 10'M' ' 322D• iPRESTRESSED •• a' W/2" RECESS U-LINTELS Type A = Unfilled no Rebar; Type S = Continuous Grout, Steel per Plan in Bond Beam Only; Type C = Contlnous Gmut,Steel per plan in Bond Beam & Untel LEGEND 8x8 FILLED CELL W/ (1) #5 REBAR - - BEAMS ■ 1 8x8 FILLED CELL W/ (1) - #7 REBAR jbVI-94 Ws HEADER - WIDTH TO MATCH WALL - GIRDERS 0 8X8 FILLED CELL W/ NO REBAR REOD -. -.---- ---- PLUMBING WALLS (FOR REFERENCE) - BEARING/SHEAR WALLS (FOR REFERENCE) 45- CMU - FILL CELLS W/ #5 REBAR ROOF BLOCKING I■❑1202 LLD CELL W/ #4 REBAR (IN WALL) ® ❑© FILLED CELL W/ #4 REBAR WALLS/HIGHER BEARING WALLS (IN C CONCRETE TIE BEAMS ELEV ELEVATION INDICATOR ® PLUMBING PENETRATION FOR ou DETAIL INDICATOR FRAMING LAYOUT HDR SIZE LINTEL OR WOOD HDR DESIGNATION OPEN SIZE (ALL WOOD HDR'S TO BE (2) PLY U.N.O.) 4 2 l-- BRACED WALL LINE FASTENERS ALLOWABLE LOADS CONNECTOR CITY TYRE GRAVITY Ibs 1.0 UPLIFT (Ibs) 1.6 LATERAL Ibs 1.6 META36 8 0.148"xl-1/2" -- 1450 F3: 340 F2: 770 HETA16 9 0.148"x]-1/2' - 1810 FL 340 F2:770 (2)META16 1- 10 0.148"xl-1/2" -- 1675 FIE:680 F2: 770 (2)META16 14 0.162"x3-1/2" -- 1795 F3: 1285 F2 : 1080 (2) HETA16 do 1- 10 0.148"xl-10. -- 1920 F1:680 F2 : 770 (2) HETA16 2- or 3-oly 12 0.162"x3-1/2' -- 2365 F1: 1350 F2 :1430 HSTM16 a 0.148"xl- 2" .. 1110 F1:120 F2: 90 4 3 4"xl-3 4" CONIC SCREW LGUM28-2 6 3 8" x 4' TITEN HD 8250 2435 6 1 4" x 21 2" SDS SCRE W MSTC28 36 0.148" x 31 4" 3460 MTS12 14 0.148"X1- 990 2 MTS12 28 0.148"xl-1 2" 1980 MT516 14 0.348"x1-1 " 990 HU 210-2 18 1 4" x 2 3 4" CONC SCREW 35M 1800 -- 10 0.148"X 3" HTS16 32 0.148"x]-1 " 2,890 2 HTS16 16 0.148"X1-12' 1310 KT520 24 0.148"x1- 2" 1310 LSTA12 10 0.148"z2- 925 LSTA18 I4 0.148"x2- 1235 LSTA30 22 0.148"X2- 1640 MSTA24 18 0.148" X 21 2" 1640 2 MSTA24 36 0.148" X 21 2" 3.280 MSTA36 26 0.148" X 21 2" 2.050 0.148"X212" _ 4,100 22 0.148"x2-1 2" 205036 0.148"x 314" 3.460 62 0.148"x3-1 4" 473S R(2)MSTA3652 9 0.148" X 3' - 1.4255 14"X214"13 0.148"X 3" 1,870 -- 8 i4"X214" -- (2) MSTAM36 26 0. 14B" X 3" 3740 -- 16 I4"X214' MSTCM40 10 4"XZ-1 4" CONIC SCREW -- 280D -- 14 13.148%3-1 4" MGT 22 0.148"x3" 3965 F1:775 F2: 525 1 5 "ATR HGT-3 16 0.149"x3" .. 10,790 -- 2 34"ATR VGTR or L 2225 F2: 630 6 1 4"x3" SDS VGTR/L 2 5 "ATR 5545 F1:650 F2: 630 32 4"x3-SDS VGT 1 5 "ATR _ 4940 F1:1185 F2: 590 16 1 4"x3" SOS (2) VGT 2 5/8- ATR _ 7185-2ply 889D. F3: 1195 F2: 590 32 1 4"x3"SDS DTT2Z 1 8 1/2"ATR 14"x3"SDS _ 1825-2x4 min 2145 2 2x4min HTT4 1 5/8" ATR .. 3610 -- 18 0.148"x3-1 2" HITS 1 5 "ATR 4670 26-- HTT5KT 1 5 8"ATR -- 5445 -- 26 SD X10x2-12" ABU44Z 1 5 "ATR 7570 1900 -- 12 0.162'k3-1 2" ABU66Z 1 5 "ATR 1820S 2475 -- 12 0.162"N3-1 2" H2.54, 10 0.131-Q-1/2" -- 565 F1: SID F2: 110 H1DA 18 0.148"x1-1/2" -- 1340 F3:565 F2: 285 H10A-2 18 0.148"xl-1/2" -- - FS : 680 F2.260 HUC48 14 1/4"x1-3/4"CONC SCREW 3500 1135 -- 6 0.148"x3" HUC414 24 1/4"x2-3/4" CONIC SCREW S085 2015 -- 12 0.148"x3" LUS26 4 0.148"x3" 865 1165 - SPH4 12 0.148"x1-1/2" __ Side. 640 Center:12BO -- DTC clips 4 3/16N2-3/4" CONC SCREW Fl : 85 F2: 135 2 0.131"x2-1/2" A35 12 0.131"xl-1/2" __ -- F1:650 F2: 670• SDWC15600 1 SDWC1560D -- 615 F1: 130 F2 : 225 SDWC15450 1 SDWC15450 295 F2. 150 HTU26 20 0.162"x3.1/2" 3200 1250 -- 14 0.148"0" LGU3.63-SDS 2 6.720 5.555 -- 12 1/4"X2 " HDU8-SDS2S 1 7/8" ATR _ 7,870 -- 20 14"X 21 1" SDS HDU11-SDS2.5 1 1"ATR-- 30 1 4" X 2 1 2" SDS THD26 20 0.162"x 3" 2940 3240 -- 20 0.148" x 1 ] 2- THD28-2 28 0.162" x 3" 4310 4860 -- 16 O.1d8" x 3" ABBREVIATIONS: AB ANCHOR BOLT EA EACH INT INTERIOR AFF ABOVE FINISHED FLOOR ELEV ELEVATION JST JOIST ALT ALTERNATE EMBED EMBEDMENT MAX MAXIMUM APPROX APPROXIMATE EN EDGE NAILING MFR MANUFACTURER ARCH ARCHITECT/ARCHITECTURAL EQ EQUAL MIN MINIMUM ATR ALL THREADED ROD ES EACH SIDE MISC MISCELLANEOUS BLK BLOCK EW EACH WAY MO MASONRY OPENING BLHG BLOCKING EXP EXPANSION NOM NOMINAL BOF BOTTOM OF FOOTING EXT EXTERIOR NTS NOT TO SCALE BOT BOTTOM FD FLOOR DRAIN OC ON CENTER BRG BEARING FDN FOUNDATION OPNG OPENING BTWN BETWEEN FIN FINISH OPP OPPOSITE CANT CANTILEVER FLR FLOOR PEN PLYWOOD EDGE NAILING CL CENTERLINE FN FIELD NAILING PLYWD PLYWOOD CIP CAST IN PLACE FT FOOT / FEET REINF REINFORCING/REINFORCEMENT CJ CONTROL JOINT GALV GALVANIZED REQD REQUIRED CLR CLEAR GDR GIRDER RO ROUGH OPENING CMU CONCRETE MASONRY UNIT GRID GRADE Sc STUD COLUMN COL COLUMN GWB GYPSUM WALL BOARD SHTG SHEATHING CONIC CONCRETE GYP GYPSUM SIM SIMILAR CONT CONTINUOUS HD HOLD DOWN SP SOUTHERN PINE #2 OR BETTER DBL DOUBLE HDR HEADER SPF SPRUCE PIR FIR #1/#2 OR BETTER DIA DIAMETER ILO IN LIEU OF TYP TYPICAL DWG DRAWING IN INCH UNO UNLESS NOTED OTHERWISE 140 WINDSPEED CHARTS 140 MPH 2O23 FL - C & C Pressures(ASCII 9fediw WlndArea iiablaRadC onems H lbd S2 War Cn MM' Zane 1 Zrxre 2 2one 3 Zone 1 2ane 2 Zone 3 Zane 4 Zane 9 A- 100 SCFTOIrders) 17.1 -35.3 17.1 -42.7 17.1 -49.0 148 -30.3 14.8 -36.5 14.8 -365 3L1 -34.1 311 -3&0 A<50SCFr(Window: 19.2 -40.4 19.2 1 -54.9 1 19.2 -63.9 197 1 -36.0 1 18.7 1 -327 1 18.7 -45.9 1 327 1 -35.9 1 327 1 -41.3 A< 10 SOFr(Fasteners) 1 242 1 -520 24.2 1 -93.1 2d.2 -98.6 27.3 -09.0 27.3 -67.5 27.3 -67.5 365 -39.7 365 -09.I Components and OadcOn` Pressures (ASD) - 2023 FL Positive Negative Width Height Effective Pressure Pressure Deagiod Z1202 16070 OHGD --- 16 7 112 30.8 -344 w/3030 TR ENDS 3 8 24.0 346 -45.1 w 3010 TR 4 3 8 24.0 346 -37.7 3080 DOOR ENDS 3 8 240 346 -45.1 25SH 4 3 5.25 15.8 35.6 -3&7 GD68 SGD 4 6 6.67 40.0 33.4 -36.6 2868 DOORI 4 1 Z67 1 6.67 17.8 35.3 -3&3 3050SH 4 3 5 15.0 35.7 1 -38.8 3050SH ENDS I 3 5 15.0 35.7 -47.3 2040SHI ENDS 1 2 4 &0 365 1 -49.0 60805GD1 4 1 6 8 4&0 328 -36.0 DESIGN PRESSURES SHOWN ARE MINIMUM ALOWABLE VALUES VALUES ARE TO BE INCREASED AS REOURED BY MORE SIRINCLNI LOCAL REDUIREYENIS OHO Fieldstone C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERING: 29349 O IBRAHEM ELAYEB, PE P.E.# 91476 ■ BENJAMIN NIESE, PE P.E.# 86025 05/03/2024 DATE `�%%jIIIIII///' ��J p►M 1 N ,�i�i �y l� 0 STATTTTA E- F Q/�` S�ONA1.1�? 111111 =_3EFa aPa°Eo 05& EE,E ©ocb Pfr.E 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 LN C� ar� M A O 0-4LU W O U CIO (Y DJ Cr a , W 0 a N -, 0 04 F L DRAWN BY: FAE VERSION: S- SHEET NAME REFERENCE CHARTS SHEET # S5.1 7 J mEJE lCAA ce f.�oPrEr+r RT IF OR .ns. a T. T CIlBRAIp" OrtM CPIIRA O TMD R T` r,.1W G9QE LOtOTRCTKH TE'.E DRAIIICd DO ROr 1OR — S"ECRC NQiWTIp! NIT STRI TO PRpl ET OR R[CANY DRC/EPAIL:Y(Gf9lbV.M. ORBRATICf� ETCJ � TESE DRAND T1[ A66G1ATm PRA'WYG M 9(1E CRAOH'!l1YYL REPCRIm TO CCN Xr! AT ICE NO ID QCCR6T1UCTRI YYYL rR�D WTL COAECt®.1N: LORTPACfOR AYW£11K "1' i0 r@T ALL RE011E �orx euorG ATE VJy6 6 IT CRRT WTI OTAIE d16DNf CODE6 e il�r 0 0 wWa off= > 0 N o �'o x Q� Q R3F1�GR avmam �vso s ICU Q U ^ L.L orx rr� � u-ron+nn u•ro�a BHTIwE • rAVEA SHEET aeT� P CATEGORY ISUB-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 WindCode W5 Door C. SLIDING MI Windows and Sliding Glass Door Series 420 Aluminum FL # 15332-R6 12/31I2024 Doors SGD Reinforced D. SWINGING Therms-Tru Fiberglass door units 6'8 Impact Opaque FL # 13459-R6 12/31/2026 Fiberglass single door D. SWINGING Therms-Tru Full life double door 6'8 Impact Opaque FL # 20461.R8 12/31/2028 Fiberglass double door D. SWINGING Therms-Tru Full life 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 5/0212028 and rear non -impact H. FIXED (VINYL) M/I Vinyl Fixed Glass Front Elevation, Sides FL #18644.1 4/30/2028 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 stroguard Impact Protective System FL # 15208 A. SIDING JamesHardie HardiePlank Lap Siding, Cemplank Lap Exterior siding FL # 13192-R8 3/31/2028 JamesHardie HardiePanel Siding, Cempanel Siding Exterior siding FL # 13223-R8 12/31/2028 B. SIDING B. SOFFITS Ply Gem Mastic Vinyl and Aluminum Soffit Soffit FL # 32502.1 12/31/2028 ihP 8c77 6 3710 4 V �S�-Lcue J{M�t Daxlopn�c+ �tCS5 �\ 2�i78�Ft- 0