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37875 Dusty Saddle Ln
370 -Roosevelt CMU Garage Left - Elevation K SHEETINDEX S 3 °O' RE FOOTAGE CALCULA- G S A-3.2 _- 0 pCti "'CN - SLAB FLAN A-33 A-3.4 _ -- Re --_OCR =LA, -;a eEf�ND FLOOR PLAN A-330 FRONT/RFAR ELEVA-IONS K/ROOF PLAN H-3.31 SIDE ELEVATION K _-'0 BUILDING SECTIONS E-1.0 __TGRiCAL PLANS - FIRST 4 SECOND FLOOR O. _ -SNG RISER DIAGR4`1 --ANDARD GENERAL SPECIFICA- ONe FOR AMERICAN HOMES 4 RENT t AMH DE E-OPMENT SHALL GOVERN EXC-= AS MODIFIED 4 SUPPLEMENTED BY THESE _ \ \S A,H EE=\ SHNE -F REO'_IR=-S,'S OF: \G \ _ _.ON \ Ne ION 5LL BE SP.4R4TED R RES'D=\ 4\D 5 `AREA AS TAELE RO.. ., 4B0✓ NO- :=\ £ \._I I= _ x G -PSL BOARD OR EQUIVALENT R- -- RA- \ IS A FLOOR -CEILING ASS '-�B_Y THE STRUCTURE SUPPORT I\G- -HE S . RA-ICN SHALL ALSO BE FROTEC-ED ET NOT LESS THAN 1/2 INCH (121 mm) GYPSUM BOARD OR EQUIVALENT EXTERIOR FINISHES: THICKNESS OFTEXTURED FeNSH OVER FRAME APPLICATION SHALL BE PER THE CURRENT APPROVED BUILDING COD AND ASTM CS26. INSTALLATION OF EXTERIOR E LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER THE CURRENT APPROVED BUILDING- CODE AND ASTM C i063. EGRESS =A - DROOM MUST HAv_ ONE WINDOW ' NA' RE DE COMPLIES WITH G SS CODES, IF E e T - A NO ACCESS O EXTERIOR ROUG--'. .DOOR. THE WINDOW MUST HAVE A �-x ,.NN ING HEIGH OF 44'' ABG / -N'S- =_OOR LINE OF THAT PARTICULAR <O "_ERE T C^-A AG V B "N OW IS -ED 5 \C _C'/E - \ 5 =.� FLOOR . CNC� _ _ \C- o _OW PAS N \ HES OF THE N S— D COR 'ER -THE CURREN N._ LASH NG FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DEC< AND TALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. 2. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER IN-0 THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER THE CURRENT APPROVED BUILDING CODE. WINDOW INSTALLATION: I. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. FLOOD ZONE REQUIREMENTS: PLAN MEET5 OR EXCEEDS F MA F OOD FINISHED GARAGE FLOOR ELEVATION BATH AREAS: I. INSTALL 2x4 BLOCKING AT TOILET PAPER AND TOWEL BAR LOCATIONS, SEE DETAILS. KI-CHENS: I. iNISTALL 2X6 BLOCKING AT 5S" AFF, ON CENTER FOR UPPER CABINET INSTALLATION. TUB AND SHOWER AREAS: I. CEMENT, FIBER -CEMENT, OR GLASS MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM C1288 CI325 OR CATS AND INSTALLED WITH -5 1-1/14'' H S WAFER HEAD 1 4 DAGGERZ P IL P W ER E D CEMENT BOARD SELF DRILL SCREWS W/ COATING SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANES IN SHOWER AREAS. -F TERMI TREATMENT TER MI' PROTECTION SHALL BE PROVIDED BY RF 5'E R=D T e I'ICIDE5, INC -D \ EID - F D 4I ING -516 AND 5 IDtS AP. =D U AS /_A v A C A . N_ A A OF T N = COLS \_. 5 -EE� =OR --= tee_ /_\ CN OF "'EN \ ICCO N._= F ND LAWS .EE TI-E _.�<..A DEFAR \ D•r f,._.R -',:R_ AND CG\,,_. R sr�v ENF Y CAL CNS FOR HEATING AND COOING CAPACITIES S',A_L BE TURN (SHED B" T-E Y C�ANICAL ENGINEER AS AN ATTACHMENT TO. THIS PLAN SET AT THE TIME OF APPLICL ION FOR PERMIT 2, MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (-62 mm) DEEP AND 30 INCHES (762 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. NERG--Y REQuREMENT SCHEDULE TER fR '-_-. _OCK- A!FOIL _ R-3m .. \ THE GARAGE AND ' S PENETRATING THE WALLS OR CEILINGS \ --E DWELLING FRO ARAGE SHALL BE CONSTRUCTED OF A MIN. '-E '048 mm) _E O --ER APPROVED MATERIAL AND SHALL / \0 O NNG5 INTO C-."RAGE 4 'VD ONS AND SUP, R w'DOOR MECHANICAL 5 "^5 SHALL BE V - EOVE THE B45E .. Ev4- ON AND SHALL ALSO SONFOR TO THE \ .. _R_RS INSTALLATION N5-RUCTIO\S 5_ AUXILIARY DRAIN PAN. CATEGORY iv CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE N THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS F114113. EXHAUST FANS AND VENTING: I. MECHANICAL OUTDOOR DISCHARGE. THE AIR REMOVED BY EVER A G Y AL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS, AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. 2 EXHAUST AI RF FROM BATH ROOMS AND TOILET ROOMS SHALL NO' BE e C1eCU ATED THIN A RESIDENCE OR TO ANOTHER DWELLING UN17 AN [) SHALL BE XHAUmTED D'REC '_ TO -HE OUTDOORS, EXHAUST AIR FROM BATHROOMS AND e0 S \CT DISCHARGE INTO AN ATTIC CRAWL SPACE, OR OTHER R '._ N5 _., 7,NG, V - -x >= EXNG7H SHALL BE \_ ^\ __ \ \S `11 02451 THROt1GH x " \ - x 5 FEET FRO" _ON\E_ C\ - <-\_ ON =ROUTLET G 2 5 FEET (762 mm) RE__ O-S E24 ) FOR EAC. 50 _\ Jr -NG XHAUST D.,. DOES NOT \ N - ON L/,___IC\ RE 4 CLOTHES RYER BOOSTER -N NS- , 2Ev AND LABEL--::; CR THE APPLICATION, THE MAXIMUM V - X.+A" DU - INCLUDING 4V" -RAN51 T-0N DUCT, SHA E D LL B R' D B IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURER'S INSTALLA'. ION \S RJCT ONS. WHERE A CLOTHES DRYER BOOSTER FAN IS INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER IS LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS ''THIS DRYER EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN.'' 4_ PROVIDE BACK DRAFT DAMPERS AT INTAKE AND EXHAUST LOCATIONS 45 REQUIRED BY THE CURRENT APPROVED BUILDING CODE. ISSUED: 4/30/2024 VERSION: 5.0 SQUARE FOOTAGE AH4R ASSET MANAGEMENT SO. Fr. HEATED AREA Sq. Ft. MAIN LEVEL 1102 5EGOND LEVEL 1215 TOTAL AF14R SQ. Fr. (SbWCmM) 23T7 METHODOLOGY: ANSIZT652003 The total area calculated from the outside -to -outside of framing, including optional finished basement options as shovm. This area excludes stairwell at highest level above grade, garage, covered patio/porches ALL WORK SHALL 'CODES FLORIDA BUILD IG CODE, U Imo;; AL ELECTRIC CODE, ?ND THE CITE' OFZEPHYRHILLS ORDINANCES II, FEB v RE�I�w � �pNYR Q �NUNER- q,�-qz, -,, Lc n s t Ij __ 1 J� i 17L ARE-Ci`.D. iF= C04TRACOE A551T1E5 ff5f'ONS5 i_ TY TO MEET tw_ I.£d1IREINENTS Or LOCAL BULD:V. OFFICIALS t TO COMPLY WITH STATE 5"10— CODES n� W U � Z�cn, c ^� W > LL Q W� � U Q Q �xI O O Y J m � N r N J O aD cu U Z Ii VJ '^^ VJ V wN I to O U ¢ CC J Q N w 'C) VJ � Q O CC co U) W O >- cli I� 2 On O a- M N I ' -WIN AS VERSION. 5.0 BN}7MYE COVER SHEET I ^__ 9l/`DTI V @Imn AMH. DE- � w- SQUARE FOOTAGE CHART AS D° DINEBEE i LD� aLT1OATID" W! CGMRA;i OR AND 5iTE FLANS BEWRE CO�'STRLTIQJ. THESE DRAWR.T.NF DO NOT CONTAIN SPECIFIC IAL E PMEN7 FOR ANY STRIONRAL E:.EME IN !TO BE F DED N ENCREER OF E CCF RECORDI AN" D15CREPANCT (DIMENSIONS, OR:ENTATILN ETT A5T !A, D DRAWMGS AND THE ASSOCIATED DFAWR�GS end/o+ SITE 'K' � ��ND °O TOi ELEVATION CON 7faJBT .2 AT ALOE 44C UO C(�JSTRICTO C-E P76E IMIL COS= �D. T;:E - f1MiRAGTOR Aae-ME5 THE TESPONSIB!LITT TO MEET ALL 'BC IREMENTS OF LOCAL BUILDING OFFICIALS t TO COMFt-Y WITH 5TATE &IILDjW CODES. 4—j�•-•11 I I qo b U ^ z 6 M J LU ^ � c u U) 7 CO ® B3FAff�gE soma ReAsm O n -- r L I I I I p O FgBTR00XRM1.HEi'�TQ11P sEcaortuaenw.eewrwx� Y J m � N N r J f— N C3 O � I SQUARE FOOTAGE z CONSTRUCTION AREA CALCULATION N v HEATED / CONSTRUCTION AREA Sq. Ft. O U Q M y . J Q ,MAIN LEVEL 1102 U f ¢ LL SECOND LEVEL 1264 TOTAL HEATEDICONSTRUCTION AREA (SbWCraM) 2366 METHODOLOGY: ANSI Z765-M O J _ The total area calculated from the outside -to -outside of framing, including optional finished basement options as shown. This area excludes stairwell at highest level above grade, garage, covered patio/porches. 0 o; 1 O CC ~ ^ � I--m m co N BUILDING ENVELOPE AREA (ALL AREAS UNDER ROOF) Sq. Ft. SARA6E 444 COVERED PATIO 112 F -RONT PORCH 56 TOTAL BUILDING ENVELOPE (SIaWCrmQ 2978 METHODOLOGY Building Envelope. Area: The total area calculated, including Heated/Construction area as calculated,and also. including garage, covered patio/porches. L— J MAXIMUM DEPTH = 60,-0" MAXIMUM WIDTH = 30-0.11 uaxr+er: -MAXIMUM BUILDING HEIGHT A.F.F. = Zq'-3" VERSION: 5.0 *mr-- SOUAREFOOTAGE CALCUATIONS BffTt CS-3' A/C PAD Ll \\ \\-OY4 T �y O A" CONIC SLAB MIN 0 wWUP FI BERMESH-PATIO SLAB \\ HVAC CHASE 4"-CONCRETE SLAB MIN_ OVER 6 HB BASED ON MIL VAPOR BARRIER SLAB SHALL \ LOCATION BE OVER CLEAN COMPACTED FILL ELECTRICAL \ W/=IBERMESH CONDUIT FOR SLMID \ c \\\ y.�``iI•I CQNGRETF SLAB \\ 4" CONCRETE SLAB MIN, OVER 6 MIL \ yAPOR BARRIER SLAB SHALL BE O R \'LEANCOMPACTED FILL W/ FIBERM H �n Li \\ SECOND FLOOR \\ SANITARY DROP I p \\ I M \ m � - Q m I W - _. _- __-. S \ Q Na F-1 } O pa'LONG SLAB nlN - U W/ FIBERMESH v 0 L ry O `fie P ONGGH SLAB Ir r - - RE C GONG T SLAB U 4" CONCRETE SLAB MIN. I L OVER & MIL R -4 £CNCREI€ SLAB m - Ov Rb-m1w VAPOR BARRIER SLAB 4HALL BE OVER O `6 BARRIER. SLAB SHALLBE OVER CLEAN COMPACTED CLEAN COMPACTED RLq LU/ FIBEFnEEH FILL W/ PBERMESH O m I I � I 16'-3" OPENING 20'-4' 30'-0" ovE 4-L SLAB PLAN - ELEVATION'r SOME im%;wvlxl7) rAE I. - FOUNDATION PLAN N077:5 ALL ILIORI< SHALL BE IN STRICT COMPLIANCE WITH BUILDING CODE, RESIDENTIAL, AND COUNTY BUILDING DEPARTMENT. STRIP TOPSOIL, TREES, STUMPS, ROOTS, ETC PRO" ALL AREAS LLHERE CONSTRIC T ICN WILL OCCUR UN.O FILL SHALL BE FIRMLY COMPACTED, CLEAR SAND/CLAY MATERIAL. FREE OF ROOTS, ORSANIC MATTER OR OTHER INTERIOR BEARING LOCATIONS SHOULD BE COORDINATED WITH TRU55 MANUFACTURER 4 STRUCTURAL EWNEER PROVIDE 5OIL TREATMENT AND VAPOR BARRIERS AT ALL SLABS (INTERIOR) @O2I AHH DEVELOPMEM DO. NOT 5CA-7 THE`. DRAUNCsS VERFT BAIL ORIENTATION UTH CCNTRAC-OR AN0 SITE PLANS BEFORE".GNSTRILTlC THESE DRAWMGS DO NOT CONTAN SPECIFIC INFORt1ATION FOR ANY STRICT RAL ELEMENTS (TO BE PROVIDED BY E-INEER CF RECOR))_ ANY DISCREPANCY fDIMENSI-5 ORIENTATION, ETC1 BETLEEN --E' DRAWlf A THE A,50CU ED JRAWItYS aMlor SITE 'D�\'_:, S-.A- 3 REPORTED T �S--:- '1 `.,HALL PEED LIE � �':I_ "._^.RRECTED. THE C TRACT O'ic A55H 5 THE RES,�.'SIBILITY TO MEET ALL REO,IIREYFN75 OF LOCAL E ILDRG OFFICIALS < TO COMPLY WITH STATE BUILDING CODES C) C) Y J m c N J I-- N co r1 V [z C = u) N c � O U WM Z �, or U �. ¢ a N Cn No¢ o 0 0= N c¢n LL �..I..� % J �N0 : _ O r O ^ d coN H M J WMBW, FIE VERSION: 5.01 RW WAE FOUNDATION- ') SLAB PLAN 8N&TI F-1.01 �IANDRAIL 1-I/2" r':'>N GRASPABLE HANDRAIL= /A" MIN TO 12" ,� MIN DIA_ DIAMETETE IZ� m RETURN HANDRAIL m S"GTION I AN PROVIDE HANDRAIL IN COMPLIANCE WITH THE CURRENT APPROVED BUILDING CODE. STAIR _) AGRI AI l 1m° �I FLOOR PLAN NOTES PROVIDE 1/2" (MIN6'mJM) GYPSUM BOARD 5EPAR4TON AT WALL5 AND 5/8" TYF c X CEILItY5 IN THE GARAGE ADJACENT TO THE MAN HOUSE AND ATTIC AREA5. W45HNG MACHINE 15 ALWAYS LOCATED LEFT OF THE DRYER UNLE55 NOTED OTHERdI ALL EXTERIOR WALLS ARE DRAWN AT 8" CMU UNLE55 NOTED OTHERWISE. ALL INTERIOR AND COMMON WALLS ARE DRALN AT 3 IR" UNLESS NOTED OTHERWISE HEADER FOR FIRST FLOOR 15 AT 8'-0" w/ 9'-4" CLG a SECOND FLOOR 15 AT T-O" W/ 8' CLG HANDRAIL HEIGHT SHALL BE 36" MEASURED VERTICALLY FROM THE NOSNG OF THE TREAD. f,) DENOTES EGRESS WINDOW A/C PAD LOCATION SET SOFFIT AT 84" HT --------------- 255H COVERED - 25 5H PATIO I 9'-4" CLG AFF_ @1 CONCRETE IV �F �. 5_01, 6�_4�� 4._8„ __ ROOM I 9'-4" CLG 2868 VINYL PLANK 25 sH 145 i B 2x6 WALL e T34 1/2" AF F ,X- W o ROO a z o o s 9'-4" CLG 0 o VINYL PLANK U I Z'_il" 2'_2 �� 3_�„ 5'-5Y" 4'-2" KITCHEN SATIN I 5 TOP, (x 2068 T 4" C L P G NK 9' 4" CLG VINYL PLANK�F 9' II VINT-4" CLG L PLANK 9 VIN q 7, PANTRY �c 'n 9' 4" CLG -. VINYL PLANK ,(M 5 SH - �, J 2eee .ys6° IT R15 - SLOPE CLG. Sps � `Q / 6P.ED.CI,Ps, 1 / iUBfSHOWER >O 1 9 T'-Bki" 6„ 3'-Syj' 4'-2" s 0, Wiese LAUNDRY x a - _ I BE9ROC12 VINYL PLANK T U II z �@ I'4 - B N O s N -4"CLG, VINYL PLANK WASHER;ALWAYS', 'LOGATEd ON THE LEFT ©�tia D W GREY ----- 11 , a w u - �p 'f' ry�� •------- �kYs------- , BOX uT DRYER LOCATIO VENT N FO�ER LOCATION FOR (2) WH AS -- VINYL PLANK 18'-9" CODE RECUIRES PER M RKET B'B OPT. BOLLA Ty' TEMP. ................................. 18_-11'________ IP34 5H 2-CAR 3010 iRAN5 2x4 WALL GARAGE 3'-4" I'-0' 3'-1, 9' 4" CLG AFF. - CONCRETE = - SET SOFFIT 9'-4" CLG AFF- m AT 8'-0" HL CONCRETE r------ --------------- -- ------------ 1------------------- LINE OF WALL J -------AB - - e HB TO" OH. GARAGE DOOR 16'-m" OPENING 2 -2" 30'-0" OvERALL I-lKb I FLUUH FLAN - tLtVA I IUN W WAM Iff- W(1h 7) BCFlE ^iw �0 1 AMH DEVELORMENT DO NOT ^ ACE THESE DRAWINGS. VERIFY BUILD- ORIENTATION WITH CONTRA TM AND 517L PLA 5 BE: WFP �TRJCTICN THESE DRAWR DO NOT CONTAIN SPECIFIC INFORMATION FOR ANY STRKTURAL ELEMENTS (TO BE PROVIDED BY ENISINEER OF REC )D ANY 015CREPANCT (DIMENSIONS, ORIENTATION, ETC) �TUEEN THESE DRAWNGS AND THE ASSOCIATED DRAWIIY:S and/or SITE DR"', SHALL BE REPORTED TO CCNRACTOR A• ONCE AND NO '571FiJG � SHALL FROGEED IIINTIL CORRECTED. THE CONTRACTOR 455UlE5 THE RESPONSIBILITY TO -EFT ALL RECIJIREMENTS OF LOCAL 8WLDWG OFFICIALS 1 TO COMPLY WITH STATE 3JILONG OODES. N Dy � ��m O doe O Q� j ° W Lu u Q x �CL Q@ IBFAEGOE WMdM C) CD J m � N r JCD O cu^•' rI V V Z I (((%%) Q V, U) C N c V O U wM Q LL C) N -j 0- 2 VM! / ` 0LL LL W O %C/i O � 2 ti = O_ LU M coN r- WANP. I FIE 1 VERSION: 5.0 lI�TXYE FIRST FLOOR PLAN 81gTI _—_ -1.0 HANDRAIL 1-112" MIN GRASPABLE l EIANDR'.AI T, 1 4" MIN TO " IR" MAX DI4METER� RETUZ Y� HANDRAIL SECTION PLAN PROVIDE HANDRAIL IN COMPLIANCE WITH THE CURRENT APPROVED BUILDING CODE. STAIR pI14GRAP1 1m° FLJGe PLAN NOT E5 PROVIDE lri' (MNIMIUMJ GYP5UM BOARD SEPARATION AT WALt5 AND 5/8" TYPE X CEILINGS IN THE GARAGE ADJACENT TO THE MAIN HOUSE AND ATTIC AREAS. WASHING MACHINE S ALWAYS LOCATED LEFT OF THE DRYER UNLESS NOTED OTHERWSE. ALL EXTERIOR WALLS ARE DRAWN AT 8" CMN LLNLE55 NOTED OTHERWISE. ALL NTERIOR AND COMMON WALLS ARE DRAWN AT 3 IR" tNLE55 NOTED OTHERL05E. HEADER FOR FIRST FLOOR 15 AT 8'-0" w/ 9'-4" CLG t SECOND FLOOR 15 AT T-O" W/ 8' CLGz HANDRAIL HEIGHT 5HALL BE 36" MEASURED VERTICALLY FROM THE NOSING OF THE TREAD. 0) DENOTES EGRESS WINDOW DOOR RAMETO FAU « FAD EDUF'MEW ae•.ns• DOOR a gKAN I nrr�io�Od o°Ds� veu SUIH.00R 9P/AlIX1 oWFHmx vuass Pw aux B HVAC RAISED PLATFORM SECOND FLOOR PLAN - ELEVATION "r 81%.E Iff- I `(„.17) �,%,�W" 03011 MIH DEVELORIENT 00 NOT 5GALE THESE DRAWINGS: VERIFY BUILDINS ORIENTATION WITH 'TRAGTDR AND SITE PLANS BEFORE CONSTRICTION THESE DRAWPG5 DO NOT CONTAIN SPECIFIC INFORTATIGN FOR ANY 57RICTIIRAL ELEMENTS (TO SE PROVIDED BY FIN -ER OF RECORD) ANY DISCREPANCY (DIMEN5ILPIS, ORIENTATIGN, ETCJ BETWEEN THESE DRAWIN'-.5 AND THE ASSOCIATED DRAWINGS —/a SITE DRAWNGS SHALL BE REPORTED T GONTRAaCR AT ONCE MID NO CON57RICTICN SHALL PROCEED UNTIL CORR•EGTED. THE Cq TRAGiOR A538IE5 THE RESPONSIBILITY TO MEET ALL REfdIIR'cMENTS OF LOCAL BUILDMG GfEiGIALS 1 TO COMPLY WITH STATE &IILI ING CODES 00� C) O Y J m a� N r J H N o a CQ L O Z_ ' VJ C N C V o U 'z / yam LL •.— J Lu — 80 QL W O r� 0ir O tia JL- M Co N F L_ WMW, AE VERSION; 5.0 SECOND FLOOR PLAN I .-2.0 1_0" ROOF PLANK' ZONE 1 ATTIC VENTILATION: (300 50 FT ATTIC SPACE 1150 FT VENTILATION) -CALCULATIONS REFLECT 50% RIDGE AND 50 SOFFIT VENTS 1316 SQ FT UNDER ROOF ATTIC, / 300 SQ FT / 150 FT = 4,39 50 FT VENTILATION OFT-RDGE VENT = 138 SCE IN EACH (4' VENT) SOFFIT VENT = e 50 IN EACH 435 SQ FT x 50. = 2J9 50 FT HIGH, 219 50 FT LOW HIGH VENTING 115 SQ FT x 144 50 IN =31584 50 IN REQUIRED (3) OFF -RIDGE VENT x 135 $Q IN 414 50 IN LOW VENTING 215 50 FT x 144 50 IN =31584 50 IN REQUIRED 31584 / 9 = 35 50FFIT VENTS (CONTINUOUS VENTED 5OFFT) ZONE 2 ATTIC VENTILATION: (300 50 FT A-,TlS SPACE / 1 50 FT VENTILATION) 210 50 FT UNDER ROOF ATTIC / 300 SQ FT / 1 SQ FT = 10 50 FT VENTILATION SOFFIT VENT 9 SQ IN EACH LOW VENTING TO SQ FT x 144 50 IN =10080 5Q IN REQUIRED 10030 / 9 = 11 SOFFIT VENTS (CONTINUOUS VENTED 5OFET) ZONE 3 ATTIC VENTILATION: (300 50 FT ATTIC SPACE / I SQ FT VENTILATION) 56: 5Q FT UNDER ROOF ATTIC / 300 5Q FT / 1 5Q FT - )9 SQ FT VENTILATION. SOFFIT VENT 9 50 IN EACH LOW VENTING 19 SQ FT x 144 SQ IN =2688 50 IN RECUIRED 26b8 / 9 - 3 SOFFIT VENTS (CONTINUOUS VENTED SOFFIT) ZONE 4 ATTIC VENTILATION: (300 SQ FT ATTIC. SPACE / I SQ FT VENTILATION) 142 50 FT UNDER ROOF ATTIC / 300 SQ FT / 1 50 FT = 41 SQ FT VENTILATION SOFFIT VENT 9 SQ IN EACH LOU VENTING 41 SQ FT x 144 50 IN =6816 50 IN REQUIRED 6816 / 9 = 8 SOFFIT VENTS (CCNTINUOU5 VENTED SOFFIT) 4" FRIEZE e" iRIM 4" CORNER TRIM 1ON"'o" BOARD AND BATTEN 5HUTTER5 PER CLYIMIXTY 5PEC5 (TYP) 4" TRIM AND 51LL LINE OF FLASHING (TYP) &" RA15ED STUCCO TRIM COACH LIGHT PER COMM SPECS, CEMENTITIOU5 STUCCO PER COMM. SPECS 4" RAISED STUCCO TRIM HORIZONTAL LAP SIDING PER COMM 5PEC5- 4" CORNER TRIM CEMENTITIOU5 STUCCO PER CID-M. SPECS. &IT FITCH ARCH SHIIWLE ROOF (TYP) loss ■m Filimmmi-ill 1110 -u ,_ FRONT ELEVATION 01C SOME I/S 'Vold7/ SCAM K-i'vo n 4' VENT 4'VENi 4'vENt 6/12 PITCH ARCH SHINGLE ROOF (TYP) _OP OF FASCIA ��rldFF RCr-f Iz-- FRIEZE —Ix3 BOARD i BATTEN _ (16" O/C) PER 0 O COMMUNITY SPECS (TYP) - —4" CORNER TRIM d' z 4" TRIM b SILL Q SECONDFLR W i — — — ^4 s 1st FLR CEILING_ v _ WINDOW LINE 4" RAISED STUCCO TRIM 4 SILL .� FIN FLR ELEV _TOP OF FASCIA /f"� 1. _ID„ Pn�lc FCR�EIL1N�i =■— am21 AMH PEVELamENT ce NOT.LALE THESE DRAWMGS. VERIFT&IILDIFG ORIENTATI( WITHI CONTRACTOR AND 517E PANS BEFORE CON5IR1CT10N. THESE DRAWII�KS DO NOT CONTAIN S ECIFIC IN OWATICN FOSI ANY STRI TURAL ELEMENT5 (TO BE PROVIDED BY ENGINEER Of RECORDI. ANY DISCREPANCY (DIMEN51N5, ORENTATICN, ETC) 5EMEEN THESE DRAWIrL'v5 AND TUE 155OCIATED DI— 5 and/or 5:TE DRAWING5514ALL BE REPORTED 7G CONTRACTOR AT ONCE AND No CONSTRICTION SHALL PROCEED UNTIL CORRECTED. THE CONTRACTOR A55UTE5 THE RESPON5181L ITT TO MEET ALL REQUIREMENTS OF LOCAL EYWILDING OFFICIALS I TO COMPLY WITH STATE MILDMG CXE5 lJ � J J N T � Z�m 0 J LLLL }I W U Q x Q� 0 IB6l9ESME 40M 0 0 Y J 00 N T N A+ W O CIO V 'n V Z I [n Q =) (l C N c 7 Ln O zM U W U 5 N W� J � 11 > 0 JO to ,n W > ��0 OK , 0 > O d LL rl-ul (Y� co N F 7 L W MR. I AE VERSION; 5.0 SRET&YE FRONT/REAR ELEVATIONS & ROOF PLAN am* IA-3-30il CEMENTITIOUG STUCCO PER COMM 5PEC5 LINE OF FLASHING. (TYP) 12 4 r-Er-TENTITIOU5 STUCCO PER Com. SPECS. ME ;"Iwvlxly) SCUM /4%IWPW 642 PITCH ARCH SLM-LE ROOF (TTP) 12 � 6 TOP OF FASCIA 2.TFL7 CEILING TYF-. -11INDMNE- -LLCRIZCNTAL -AP SIDING PER GO'lM 5PEC-5 CORIER TRIM 12 n ------- i � SECOND FLR 15t FLR CEIL WA LUINE)OLU LINE FIN FLR ELEV all Df If- CCl- 0I -�L— A=L R7ELD TO NT�TOP AT �CE ANI) NO CONSTR.0 ION �Ai - L PROCE 0 .NTIL CT TPF CONTRACT R A�FS 7AE JFE� ZIBI IT 70 MET ALL RFMIR MEMT5 OF LOCAL WI -DING OFFICIALS 1 TO "L' WITH STATE jJ 0, O LLJ ULJ Q) REVIRM. C) C) cc CV (D [--- ia) o cy Cu z U) U) 0 Uwe ZW < -j UI L) (D or >. 00 <0 Cc co co u-J - Lu 0 >- C-13 0 F- _j eyo L." 0 6 T a, U CON VERSION: 5.0 SIDE ELEVATIONS am# -3.31 EULD NG SECTION NOTEd PLEASE NO-- THE5E DE-AIL5 4RE STRICTLY ARC4, ECTURAL, REFER TO 5TRICTURAL 5HEET5 FOR MORE INFORM4TI✓'N- SECT'.ONS S;MILAR TO OTHER ELEVATION5 AND WHEN IJSLW' 2x6 EXTERIOR WALLS b� TOP OF FASCIA _- I,_4„ 2nd FLRCE-11% ° N 4 \ WINDOW LTNEj v SIDE FROM f SECOND FLR 1CRAFSTMAN BRACKET - '6 Ist FLR CEILII� ` SCAIE 1121 Q �r1on M O 4 _ WINDOW LINE. v FIN FLR ELEV —FOUNDATION (SEE BUILDING SECTION OW WAE STRUCTURAL PLAN) SC"t/44+i71'POgE31ryA7dIT& �! FRE-MANIFACTURED TR155E5 \ INSULATION PER FBC AND ENERGY FORM SUBMITTED LUITN PERI17 APPLICATION i \ � L_O`T ! IT 16 14 — / 3 11 2 0 10 Q g \ W TORAG GREAT ROOM 6 - 4 ! 3 / e r 16 TREADS a I 3 "=13'- COMPACTED, TERMITE TREATED 501L wNAPOR cicl n ..color BAR'iiIER sfNE 1111'►17(1107) REVA7DN 44MM -ALLELE A7068MM 9114E 11R11row TOP Of F451- A 1r CCPI — WINDOW LNE� R a 4 SECONC FLR Ist FLR CEILIN', � WINDOW LINE PATIO. W FIN FLR ELEY —FOUNDATION (SEE STRUCTURAL PLAN) �mn a H THE r?'iFH D ra T JI THESE oR ION .17 vE,ON5WLDIN.a ORIENTATION WITH. CONTRACTOR AND SITE PLANS EEFO:g COF15T N07 CO THEE CONTAIN orzaWlFes Do NOT N FOR SPEGPIC INFGIZ'EAT 7 FOR ANY $r21 IT v ELBfcNrs R BE P CoRDED BY 15CREER LF R[ C IC. , Q O15CR CN, ET (DIMENSIONS, ORIENTATION, ETC) A550CIN ED D DRAWINGS AND THE: Q8 .1G TED DRAWII REand/or 51TE. DRAWINGS SHALL EE REPORTED TOI CONTRACTOR AT ONCE AND NO CONSrRICTICN SHALL F'EED AIL COREr--� -HE ,-- U � JN 6s Z Ti m c 1 Q nN � -- W Q � � U Q ro IHWQM Ns'Asl R FEASM L pAW118Y: FIE VERSION: 5.0 sI�TIYiE '1 BUILDING SECTIONS smut -4.0 ELECTRICAL LEGEND -GAS GAS LINE RECESSED CAN LIGHT ON COLD WATER FLUSH MOUNT LED 7 ELECTRICAL PANEL Q WALL MOUNTED LIGHT ELECTRICAL METER 4 WALL SCONCE DISCONNECT SWITCH FLUORESCENT LIGHT w/I BULB 5WITC14 ® FLUORESCENT LIGHT 2 BULBS }-WAY SWITCH VAPOR PROTECTED IGHT 4-WAY SWITCH EXHAUST FAN DIMMER SWITCH EXHAUST FAN w/ LIGHT 4 & TTON EXHAUST FAN w/ HEAT 4 LIGHT CP DUPLEX OUTLET SMOKE DETECTOR QUADPLEX CUTLET CARBON MONOXIDE DETECTOR SWITCHED DUPLEX THER?OSTAT OUTLET uvR. FLOOR OUTLET 1p DIRECT WIRE d C: I DU' T LET 1 PHONE JACK WATER PROOF GFI V I OUTLET T MEDIA JACK _ CEILING MOUNTED OUTLET 4� CABLE TV OUTLET Ov ® 220V OUTLET DOOR CHIMES /h T CEILIW, MOUNTED SECURITY PANEL LIGHT HANGING CEILING FLOOD LIGHT MOUNTED LIGHT n n C-#=� CEILING FAN C-=__) CEILING FAN w/ LIGHT u u ELECTRICAL GENERAL NOTES SWITCHES TO BE 45:" AFF. RECEPT5. TO BE 12" AFF - 42" IF OVER COUNTER ALL WIRING TO BE IN ACCORDANCE 'L _� NEC ARC FAULT CIRCUIT INTERRUPTER PROTECT ON SHALL BE PROVIDED AS REQUIRED IN NEC, 21012(A) AND SHALL BE INSTALLED IN A READILY ACCESSIBLE LOCATION_ ALL SMOKE DETECTOR HAL R--, 'NTO AN ELECTRICAL POWER SOURCE AND SHALE ! ORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALL.. R 5 C<E=CTORS_ GROUND �AULT CIRCUIT INTERRUPTER SHALL BE PROVIDED AS REQUIRED IN NEC 2102,A) AND INSTALLED IN A READILY ACCE5518LE LOCATION. IT 15 THER_5PON5iBILITY OF THE LICENSED ELECTRICIAN TO INSURE THAT ALL EL C' REAL WORK IS IN FULL COMPLIANCE WITH NFPA T0A - NEC AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. FROVI DE NTERS" 51EM BONDING TREMINAVON AT SERVICE LOCATION PER NEC 2.0?4 UMINIA'.RES IN CLOTHES CLOSETS. SHALL BE INSTALLED PER THE PROVI51ON5 OF NEC TOJC,(A) 4 (B) RECESSED LIGHTING TO BE AIR TIGHT AND IC RATED 100 a OF THE -AMP5 IN PERMANENTLY INSTALLED FIXTURES SHALL BE NIGH -EFFICIENCY CAMPS REFER TO ENERGY CALCULATIONS FOR ADDITIONAL INFORMATION. PROVIDE THE REQUIRED CLEARANCES AROUND PANELS AND D15 atx ECT5 IN COMPLIANCE WITH NEC 11026. ALL RECEPTACLES SHALL BE TAMFER RE51STANT PER NEC 40612 THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(5) IN A GARAGE SHALL NOT .SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LE55 THAN ONE RECEPTACLE OUTLE- SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE. AFC] PROTECTION - 21012 (B) DWELLING. UNITS. ALL 120 VOLT, SINGLE PHASE, 15 MD 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DUELLING UNITS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS 5UNROOM5, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS OR ARE45 SHALL BE PROTECTED BY A LISTED AFGI, COMBINATION TYPE, INSTALLED TO PROVIDE PROTECTION OF BRANCH CIRCUIT EXTERIOR 200 Ah'P METER MAIN COMBO M GARAGE Z ISCONINECT FL000LIGHTRI — — — — — — — — — — — — — — — — — — 0 AMPMAIN G.INTERIOR 1 PANEL cp i 4/0 AL SER CABLE GROUNDING ELECTRODE SHALL COI .PLY WITH SEC 25052 ELECTRICAL RISER DIAGRAM N.T.5 1 I ati• n� UNDER \ \ GFIi CABINET B._®„ o I IT OP III /� " / SLIGHT C �C FIXTURE (rk —7 Gil 2 i Imo✓ - — — z� I I I l ), D W ® — — JJO)GI; 'I I]GFI �m is w j wc GrI� I /----- - N-----. - ----- i ----Y OPT DEDICATED 50 - - / AMPS (14-50 NEMA 240v) IF REQUIRED BY CODE BI / /I VIP - __ - UP FIRST FLOOR ELECTRICAL PLAN - ELEVATION'K' SCALE lm-, wp,en $CUB vr.PP�l20Q DO IU^-'..GALE THESE DRAWINGS. V_R!FY BUiLDIK ORIENTATION WITH CGN'RA..ipR GND 51 c PLANS BEY' CCN6 R T, ' THESE DRawI1 :O NGT CCNTAM 5PECIFIC INFO, TICN FOR ANY 57RICTURAL E! EMENT5 (TO H FRONDED BY E ZINEER OF RE"' AN, DISCREPANCT D M N51GN5. ORENTATON, ETC.) 3 IWEEN i HF - DRAWINGS AND THE '45(K'A-ED D<AWI%YJ' S1c "DRAWING., SEAL' BE RITETG CQ`SRAC,CR AT ONCECE AND AND NO CONSTR11 COF SHALL PROCEED uNTL C-ORECT EST CONTRAC-OR A55T1FE THE P5; .N51BI�._�'Y'C 1�1E`ci 4LL Fl � OF LOOAL BUILDING- ._s -O COMPLT WITH 5TA7 _ BUILDING CODE5. Q) 0 U N 06 Q� j w !— u uL L x N ,sswm%,re 4001 C) O Y m = N N r J QD O cy V Z f^^ CC VJ G O Uwe Z ch ir a..• g U Z Wo � CD QrO Cc U) ,LL n W O O 20 O a H M coN J VERSION: 5. F. M11E ELECTRICAL PLANS FIRST FLOOR am# E-1.0]] I f i; I 1 , ELECTRICAL LEGEND --�GA5 GAS LINE RECESSECAN. LIGHTT _} CW COLD WATER FLUSH MOUNT LED. E� ELECTRICAL PANEL Q WALL MOUNTED LIGHT ELECTRICAL METER Q WALL SCONCE DISCONNECT SW:'. CH '-� FLUORESCENT LIGHT /I BULB FLUORESCENT LIGHT SWITCH ® m/ 2 BULBS VAPOR PROTECTED 3-WAY SWITCH LIGHT 4-WAY SWITCH EXHAUST FAN $J DIMMER SWITCH l� EXHAUST FAN w/ LIGHT BUTTON ® EXHAUST FAN w/ HEAT e LIGHT (b DUPLEX OUTLET SMOKE DETECTOR OUADPLEX OUTLET D CARBON MONOXIDE DETECTOR SWITCHED DUPLEX O THERMOSTAT OUTLET � uuR FLOOR OUTLET DIRECT WIRE GFI OUTLE'. PHONE JACK vr�I WATER PROOF GFI ` OUTLET T MEDIA JACK CEILING MOUNTED 1T3� ® OUTLET V CABLE TV OUTLET P 320V OUTLET DOOR CHIMES �h CEILING MOUNTED ® 5ECURITY PANEL W LIGHT HANGING CEILING FLOOD LIGHT MOUNTED LIGHT C- 7-= CEILING FAN. C*, CEILING FAN: w/LIGHT U U ELECTRICAL GENERAL NOTES 5WTCHE5 TO BE 45` AFF RECEFTE. TO BE IT' AF.F. - 42" IF OVER A COUNTER ALL WIRING TO BE IN ACCORDANCE_ WITH NEC RC FAULT CIRCUIT MTERRFcR FROTECT'.CN SHALL BE PROVIDED AS REQUIRED IN NEC 210.12(A) AND SHALL BE INSTALLED IN A READILY ACCESSIBLE LOCATION AL SMOKE DETECTORS SHAI BE HARDWIRED INTO AN ELECTRICAL POWER . 5^,.URCE AND SHAD P ECED WITH A MONITORED BATTERY BACKUP. PROVIDE AND NS AL OCA D SMOKE DETECTORS GROUND FAULT CIRCJI 7 NT R P'ER SHALL BE PROVIDED AS REQUIRED IN NEC 2108(Al AND INSTALLED IN A READLY ACCESSIBLE LOCATION _ \ IB!FITY G- NEED E CTRICIAN TO INSURE THAT ALL - RK 5 IN FU NFFA.'0A - NEC. AND ALL .,_AL STANDA ,.�.. 5 ..N� ..RDINANCE5. PROD DE IN'ERSYSTEM BONDING TREMINATION AT SERVICE LOCATION PER NEC 'I .: R=' :N CLOTHES CLOSETS SHALL BE INSTALLED PER THE PROVISIONS OF RECE55ED LIGHTING TO BE AIR TIGHT AND IC RATED 1001. OF THE LAMP5 IN PEfR'IANENTLY INSTALLED FIXTURES SHALL BE -�- _ _''.E\C" _AMPS E=ER -O ENERC-T CALCULATIONS FOR ADDITIONAL INFORMATION- =ROVIDE THE REQUIRED CLEARANCES AROUND PANELS AND DISCONNECTS IN COMPLIANCE WITH NEC 11026- -__ RECEPTACLES SHALL BE TAMPER RESISTANT PER NEC 406.12, -�E BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(5) IN A GARAGE SHALL NOT 5UPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LE55 THAN ONE RECEPTACLE O. -'_ET SHALL BE I115TALLED FOR EACH MOTOR VEHICLE SPACE, `_�I'ROTECi IGN - 2:0.:2 (B) DUELLING UNITS. ALL 120 VOLT, SINE -LE PHASE, 15 AND 20 AMP BRANCH CIRCUITS SUFFLYING OUTLETS INSTALLED IN DWELLING WHITS, ='YILT ROOMS, DINING ROOMS, LYING ROOMS, FARLORS, LIBRARIES, DENS, BEDROOMS SUNROOM5, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS OR AREAS 5HALL BEPROTECTED BY A LISTED AFC( COMBINATION TYPE, �S%LLED To PROVIDE PRO-EUION OF BRANCH CIRCUIT. F I Ip = A/C L \\ DISCONNECTdb 61GIFT AND 2 Fali cjk SC LTA AT?ICJ J 0 I r � I I� � 1 A) �I 9 I dt I r......____. — _ — — J SECOND FLOOR ELECTRICAL PLAN - ELEVATION 'r NOT AMH D,NE6F D ENT RI NOT NTATIOINiWf VERIFY BUILDIrY. CR!ENTATION WITH COJTRAC—',Ri AND SITE BANS BEFOtc CONS7RC7ION'H>'=5E . DRAPIN 5 X NOT CONTAN SPECIFIC IN: P3'1ATll —ANY 57RU RA, ELEMENT5(TO BE PROVIDED BY ENENEER CF . RECORD) ANY DI5CREPANCY (DIMEN5iON5, ORIENTA-RCN. ETCJ 3c'-LLEEIv -�Er_ D2Cwlw.; AND ' ASSOGAT DRAWIIY.S "' SITE DRAWNGS SHALL BE REPOf�ED T CONTRACTOR AT ONCE AND NO CONSTRUCTION SHALL PROOEED A-, IL CORRECTED. THE CONTRACTOR A56JIE5 THE. cSPONSIBVTY TO MEET ! ILL c FEE`, NT5 OF L^. LBUILDING AL5 t -0 COMPLT WITH STATE BUILDING CODE5 -4--j J N � O Z w v @ I W 6 � V FIEVIIINDO Q x N Y W •� N J H (D O J t� CD Z U) M a O C) wM Z � U y�I J Q N -Q r^ (D Q Vcc � co ((C LE Lu O r J N Q) 2 OEr �} O n I, LLI coN — GANW. FFE VERSION: 5.0 9gTNYE ELECTRICAL PLANS SECOND FLOOR �T. - E-2.0 4 TO SEWER 2" VTR i SHOWER PLUMBING RISER DIAGRAM N.T.S. SE,l,KiG+e A'.D Tl RAMS F W GG O N0TIG NIA SE JCIAG l' GOATI GGNTAM rTE % INF ELEl IGN EGR ANT EiRJC VED ELEMENTE R BE PROVIDED BT EK+INEER Cf REGGRC) ANT ==GiI ENSIOES, ORENTATI N, ETC LEEN uEECRAWG-EAND THE A =D D2AWML=.S ard- aITE ' ' t D TG —. — VG cIGIAL6 + iC C--' " STATE 'NG G^.D- &IILD1'.1 ^�I W U � �Nm OZ 6 m v 4 F O I —I w p � u Q x Qa amae mw REVEM: F k r I L J owewar: qE VERSION: 5.0 i EL ELECTRICAL PLANS SECOND FLOOR ' 8�ilr P-0.1 Y HOUSEWRAP BARRER(T) JOINTS) OVER EXTERIOR SHEATHING PER SPECSH TO OVERLAP RUBBERIZEE FLASHING RUBBERIZED THRU•WALL HASHING, MEND UP B' VERTICALLY (4'MIN VERTICAL PROJECTION ABOVE SUBFLOOR), TRIN TO OUTSIDE FACE OF BRICK THRU-WALL FLASHING 7- 7777 HOUSEWRAP BARRER(TAPE ALL JOINTS) OVER EXTERIOR SHEATHING PER SPEC -SHEATHING TO OVERLAP RUBBERIZED, BLDG FELT BETWEEN FLASHING REWRAP BARRIER AND X VENEER -TYPICAL UP RUBBERIZED THRU-WALL _ FLASHING, EXTEND UP Ir 1 SR BLDG FELT BETWEEN _ VERTICALLY (4" MIN - o HOUSEWRAP BARRIER AND VERTICAL PROJECTION BRICK VENEER -TYPICAL ABOVESUBFLOOR), _ TRIM TO OUTSIDE FACE CONTINUOUS MORTAR NET 3 HOLES AT COURSE OF BRICK - )VE FLASHING - 24" O.C. RFONTALLY WEEP HOLES AT COURSE i HOUSEWRAP BARRIER - REFR TO DETAIL FOR CUTTING COORDINATE 15X BUILDING FELT BARRIER AT WINDOW OPENING. APPLICATION WHERE BRICK VENEER IS SPECIFIED y - FOLD HOUSEWRAP DOWN OVER HEAD FLASHING AND APPLY CORNER PATCH EMENDING I'MN. BEYOND BARRIER CUT -INSTALL HEAD FLASHING OVERLAPPING WINDOW FLANGES A MN. OF 7- WALL UNDER HOUSEWRAP - - APPLY JAMB HASHING OVER SIDE - WINDOW FLANGES - MN. 1"ABOVE HEAD AND 3" OVERLAP AT SLL INSTALL WINDOW OVER SEALED AND FLASHED PREMANUFACTURED SLL PAN BEFORE TAPING - FILL ENTIRE INTERIOR PERIMETER GAP W / NON-ENPANDNG FOAM OR SEALANT TAPE SEAM OF OVERLAPPING PLASTIC SLL \ BOOT PREMANUFACTURED PLASTIC SLL BOOT WINDOW OPENING FLASHING NOT TO sCA_E 2 - SEE ROOF PUN ROOF TYP. INT. CLG. MATERIAL - PER SPEC REFER TO STRUCTURAL FOR TRUSS TO WALL CONNECTION GABLE BIND WHERE OCCURS REFER ELEVATIONS AND DETAILS — TYPICAL ROOF COVERING PER SPEC — TYPICAL ROOF TRUSSES PER SPEC — TYPICAL ROOF NSULAON PER SPEC — DRIP EDGE PER CODE & COMM. SPEC TOP OF CA U. REFER TO ELEVATIONS FASCIA PER CODE 6 COMM. SPEC. TYPICAL SOFFR FINISH PER SPEC — TIE BEAM - REFER STRUCTURAL TRIM PER ELEVATION PER SPEC B" CMU BLOCK REFER STRUCTURAL TYPICAL STUCCO PNBH ON BLOCK PER SPEC ABOVE FLASHING-240.C. SOLD GROUT BEHIND HORIZONTALLY FIRST COURSE-TYP / POURED FOUNDATION FOUNDATION /� WALL BRICK LEDGE THRU-WALL FLASHING @ BRICK LEDGE \O- TO 5C4L° GABLE END WHERE OCCURS 12 REFER ELEVATIONS AND DEALS TYPICAL ROOF COVERING PER SPEC ® -- TYPICAL ROOF TRUSSES PER SPEC PER ROOF — TYPICAL ROOF INSULATION PER SPEC nn nn I� - DRIP EDGE PER CODE S COMM. SPEC T.O.W. VREFER TO ELEVATIONS - FASCIA PER CODE 3 COMM. SPEC. REFER TO STRUCTURAL \- FOR TRUSS TO WALL TYPICAL SOFFF FINISH PER SPEC COMIECTDN --- TYPICAL WALL FNBH ON FRAME w/ SHEATHING, PER EEVATDN, PER SPEC --.._-_. _ TYPICAL 2c FRAME WALL AND SHEATHING• REFER STRUCTURAL TYPICAL INTERIOR WALL FINISH AND BASE PER SPEC TYP. INT. CLG. MATERIAL- PER SPEC REER TO STRUCTURAL FOR TRUSS TO WALL CONNECTION TYPICAL NIEROR WALL FINISH AND 14SULATDN OVER BLOCK PER SPEC TYPICAL INTERIOR WALL FINISH AND TION _LA WAINSCOT PER ELEV. PER SPEC OVERBLOCK PER SPEC VERIFY FOUNDATION PROBE. VARIES BY TYPICAL BASE LOCATION 1 CONDITIONS PER SPEC -\ REFER STRUCTURAL TYPICAL BASE VERIFYDEAL FOR TERMINATION WALL PER SPEC FINISH AT FOUNDATION PER ELEVATION A MATERIAL (Y-T FIN. FL TI REFER TO PLOT PLAN FOR SLOPE 44 - CONFIGURATON - M F.F. R�E92 TO ELEVATONS — WATERPROOF WALL FINISH TRANSBON VARIES BY ELEVATION. REFER DEALS AND SPECS T.O.W. P RffER TO ELEVATIONS — DRIP EDGE CRACK CONTROL AND WEEPS - REFER DEALS AND SPECS — TIE BEAM REFER STRUCTURAL B'CMU BLOCK REFER STRUCTURAL TYPICAL STUCCO FNBH ON BLOCK PER SPEC WANSCOTT PER ELEV. PER SPEC VEM FOUNDATON PROFILE. VARIES BY LOCATION /CONDITDNS REFER STRUCTURAL VERIFY DEAL FOR TERMINATION WALL H NBH AT FOUNDATION PER ELEVATION AND MATERIAL 1 o FIN. FL. —' — REFER TO PLOT PLAN FOR SLOPE CONFDURATDN TYPICAL 1-STORY WALL SECTION TYPICAL 2-STORY WALL SECTION NOT T... C4_E NO' -O `'..GAL= FRAMING SYSTEM BRICK ROWLOCK - REFER TO ELEV. BRICK SOLDIER (OR) 3 BRICK COURSES -REFER TO ELEV. THRU-WALL MEMBRANE HASHING WAINSCOT DETAIL NOT TO SCALE HOUSE WRAPOVER WALL SHEATHING -PROVIDE ENOUGH OVERLAP TO COVER METAL HASHING AND THROUGH -WALL FLASHING TAPE OVERLAPPING SEAM SIDING PER SPEC 17 BEM METAL HASHING - EXTEND Ir VERTICALLY EXTERIOR SEALANT 1 CAST STONE SLL OR BRICK ROWLOCK- REFER TO ELEVATION WEEP HOLE THRU-WALL MEMBRANE FLASHING TO FACE OF BRCK W/ MN. 24- VERTICAL LEG. LAP UNDER BULDNG WRAP. !--- 7/B'STUCCO OVER FRAME (SHEATHING, 2 LAYER W.R.B., LATH AND STUCCO)• PER SPEC t PEEL B, STICK BRIDGE HASHING, SHINGLE LAPPED i OVER STUCCO ACCESSORY VINYL PLASTER DRIP SCREED -PER SPEC INSTALL PER MANUFACTURERS INSTALLATION INSTRUCTIONS CAP SHINGLE • DO NOT STAPLE OR NAIL �I� ROOF CEMENT SHINGLE ROOFING ON ROOFING UNDERUYMEM• PER SPEC PEELS STICK BRIDGE FLASHING. OVERLAP ON TO ROOFING s,. UNDERLAYMENT Ly..... 6'Y.6" CORROSION RESISTANT BASE FLASHING • PER SPEC _--- PRE•ENGINEERED WOOD TRUSSES SEE STRUCTURAL AND TRUSS DRAWINGS FOR SPACING AND CONNECTION DETAILS NOTE ALL ROOFING MATERIAL (PER ELEVATION) SHALL BE INSTALLED PER MANUFACTURERS INSTALLATION INSTRUCTION. VERIFY ROOF SHEATHING WITH STRUCTURAL DRAWINGS ROOF TO WALL AT RAKE 2 i xA_- I .0 7/B'STUCC0 OVER FRAME (SHEATHING, 2 LAYER W.R.B., LATH AND STUCCO) • PER SPEC PEEL 3 STICK BRIDGE HASHING, SHINGLE UPPED OVER STUCCO ACCESSORY VINYL PLASTER DRIP SCREED - PER SPEC INSTALL PER MANUFACTURERS INSTALLATION INSTRUCTIONS 'CRASHING CAP SHINGLE • DO NOT STAPLE OR NAIL ROOF CEMENT 6'k6'CORROSION RESISTANT BASE FLASHING (TYP) PRE-ENGINEERED WOOD TRUSSES SEE STRUCTURAL AND TRUSS DRAWINGS FOR SPACING AND CONNECTION DETAILS TYPICAL EXTERIOR WALL ASSEMBLY - SEE STRUCTURAL DRAWINGS NOTE: ALL ROOFING MATERIAL (PER ELEVATION) SHALL BE INSTALLED PER MANUFACTURERS INSTALLATION INSTRUCTION. VERIFY ROOF SHEATHING WITH STRUCTURAL DRAWINGS CROOF TO HEAD OF WALL - SHINGLE 1 sCA 3"= Q01M1a DEVELOP:'IEI.. JO N' `.,C4_ : SE 44JINL-5. i xTJEtayw,-n.'u-1 asxe . �?cuO_ R al -II 3'_ CF O`O No CLNTT2 71 2 5 b.'?'E P _ NO Ns:aicnav s:-al_ ='IF C.ONT2-SILT 70^ E5 iu rrsFONSI75 m TG HEFT nLL -1 111LI INTs Cr NFLI L EUILD:NC--. 'acicwLs . To corlaL* aTu sta*E &HIDING C E5 1 � I U � O Z a� Fu W O Q I Q 2 N BeE18E617E 4wm 0 C) Y J m N I CD 0 �Jca V V z L co V L N OV w� Z M I �• U N �� > JO ir U) c W > J ��O HE LIB Tn O �} O ,0 0 CIr M m UJ r) N DWMf. BYi VERSION: 5.0 81ffTWlE I MISC. DETAILS I1(B�jI A-3.21 HANDRAILS SHALL NOT BE LESS THAN 34'OR MORE THAN 33' N HEIGHT ABOVE THE STAIR NOSING HANDRAILS SFMLL BE CONTINUOUS PER RJ3HT OF STAIRS. HMORALS SHALL BE 1 12'CLEAR OF ALL AD ACENT FN6H ANTERMLS AND ENS SHALL RETURN TO WALL ORTEALRIATE 1 IW-rN CROSS SECTIONAL DLIBSDN, OR APPRO ED EDUIYALENT, N NEWEL POSTS OR SAFE TERMNALS, HMDAAIS SHALL BEAND BE SMOCTH WITH NO SHARP EDGEWORNERS STAIR AND RALM SUPPLER INSTALLER SHALL SATIS PALL BUILDING DEPARTMENTAPPROVAL REQU1E3AEN S FOR THE PRODUCTS THEY PROM* OR INSTALL 2DO be SSH1LL NOT BE lE33 THARDRAl THAN 38'N HEC�ff ANY DIRECTION ANY LOCATION THE HANDRAILCONSTRUCTION SHALL BE ABLE TO RESNTA APPLIED IN OF 2DO LEIS APPLIED ANY DIRECTION AT ANY POINT AUM THE TOP RAILp OPEN RAILS SHALL HAVE INTERMEDNTE RAU OR AN MAY oIA— w ORNAMENTAL PATTERN SUCH THAT A {LE'TTIi DMSPHERE NCSSPHERE PASS PASS THADUI THROUGHOT dSPHIiE MAY �t THE NJARDRAIL CONSTRUCTION SHALL BE ABLE NOT PASS TO RESIST A CONCENTRATED LOAD OF 20D LBS N THROIIGFI ANY DIRECTION THIS DIAGRAM ILLUSTRATES THE THE TRPI ORIROS AT SPECIFIC REOL1IR9a3r15 OF THE STAIR TREAD, RISER, A BOTTOM BULDNG CODE AND 6 ONLY AN AD SHALL BE SUCH THAT A CDMLETER FOR BUILDING. DESIGN AND SPHERE CANNOT PASS iNOUGH CONSTRUCTON HANDRAIL/GUARDRAIL CODE DATA SCALE 11/2'- 1 -0" RISHED SUSFACE - -- - EO TREADS SEE PLAN F \ WPLYWOOD TREADS z w g 3/4` Ili ' w TVP oN 1_ %rPLYWOOD RISERS 11 EXPANSION 2)(12 NOTCHED STRING" - � �I` GAP TVP. / (3) D(12 STRNGERIS TYP. 50TYPE'1R 9. BD. AT ALL WALLS AND (SAG OF ENCL S® USABLE SPACE UNA91 STAR LANDING/STRINGER DETAIL SCALE = I !/7- ILo FNENED SURFACE 3/4'PLYWOODTREADS �z �g Q� 2)(12 NOTCHED STRNGER (II SIMDERS MN AT EACH STAIRRUN) 5ATRYWD010R6ER6 SECURE NOTCHED ST RXS6i TO BILL RATE WITH RNMiN ANCHORS. SLC(AE RATE TO SLAB WITH SLOT PINS. ALL WOOD N DIRECT CONTACT WITH CONCRETE TO BE PRESSURE TREATED OR PROI DE L4P61VUU* MBMRA E SEPARATION AS ALLOWED BY CODE EQ TREADS SEE PLAN (3) 2X12 STWICEIS TYP FLOOR/STRINGER DETAIL SCALE: 11/2"= 1'-0„ 1 1 /4' M�IN. - �2" MAX. 1 1,4 MIN. - 2" MAX. 1 1 i2" CLR. HARDWOOD TOP PAL WALL BIRACKET AT 4ro'o.c. MAX BALUSTERS SPACED AT 3/4'O.C. MAX -- 3 BLKO 9 I'.-. O -{ z LPL 31 3 STAIR MID WALL MITI) HANDRAIL SCALE. I./2 z 1'-0" III H B3KT OF BASEBOARD — & FRAMING GYP. BD. 11U0 SIORT BOARD N� 2c12 STRNOER -- 2 34SPACEiI SArTYP xGYP. BD. AT ALL WALLS AND CUM OF ENCLOSED USABLE SPACE UNDER STAIR SKIRT/WALL DETAIL SCALE. I I/2"- !'-0" 3/4" 1 TVP.' XPA SION GAP TVPYP GAP 2c12 NOTCHED STRJGER INSTALL 2X FIRE STOP AT N) SPANOFSTRNGER--� / (3) 2e12 STWM$6 TYP. SAPTYP 7PGYP. BD. AT ALL WALLS AND GEEING OF ENCLOSED 1 W E SPACE UNDER STAR STRINGER/LANDING DETAIL SCALE: 11/2"= 1'-0' I 4R¢21 � DEVELOP1ErvT DC IpT V" r' �I ' ram' JTRPCTL>c AND 61TE i9AN6 , 3E-0c N'C''.5'^R.'C i tSO --E5E J4PIL'JO rKi- r«1v'- �E av-c,�.�EaNc- cti cN6 'tiTaTla O 2c J�E4 z p V.11�NS ati Gi2Ay'iNCS SHALL 3 D Tp'. . �^ R4COR A- ONCE 4,CND NO G�PSi�1C'IGN Sr+PLL �f�"iCEED I . WT'.L GNiRgC7pR ASSC0R A5 CFIER!E fc5'rG\619"_li`.' 'G "1EE ALL ' MIREMENTS C _'CA, SUIL011 —ICIAL5 , Tp G^I'FI_'EADE' STATE , EUILDINC-[6. ' I _l N QT I z m q T 0 - Q) [L Q O Z' /Q) w Q) x Q� IEUMMI)AM 4WM ---------------- REVISIONS: _ � I 0 Y !m � CV N r J i � N O I � Ca cu CD Z ' Cn O U z Q U 76D Lu oo' � > o0 C N U) W O>J' O c) =o to — O � o_ I F— M -m w c7 N DRAWN IN; RILE VERSION: 5.0 HE MISC. DETAILS :... Rmt -3.31 I EXTERIOR INTERIOR FIBER CEM@R SDNG OVER 'fYVEK'OR EQUAL HOUSEWRAP OVER EXf9RpR 6"WDE SELF SHEATHING AND FRAMING ADHERING, SELF PER STRUCTURAL DWGS. HEALING WATERPROOF MEMBRANE d' WIDE SELF ADHERING, I SELF HEALING WATERPROOF SHM SPACE PER MEMBRANE UNDER 2 LAYERS MANUFACTURES' OF BUILDING PAPER - RECOMMENDATIONS TAPEISEAL CORNERS CORROSION RESISTANT METAL HEAD FLASHING \� \ CAULKNG•TYPCAL WITH WRAPPED ENDS � WINDOW ASSEMBLY EXTERIOR GRADE SEALANT INSTALLED WITHW OVER BACKER MATERIAL CONTINUOUS SEALANT �J _ - - — BEAD AT RANGE PRIOR TO INSTALLATION NOTE WINDOW ASSEMBLY TO BE FASTENED TO STRUCTURE PER WINDOW MANUFACTURERS INSTALLATION REQUIREMENTS AND RECOMMENDATIONS HEAD AT FRAME WALL SCALE 3'= " 0" EXTERIOR INTERIOR SELF ADHERING. SELF WATERPROOF - WINDOW ASSEMBLY INSTALLEDHEALING MEMBRANE SLL WITH CONTINUOUS SEALANT DAM-CONTNUE 6"MN. BEAD AT RANGE PRIOR TO UP JAMBS INSTALLATION 97ERIDR GRADE" CAUUTLC TYPOAL SEALANT OVER BACKER MATERIAL 1X2 WOOD DAM FIBER CEMENT SIDING OVER 'TYVEK' OR EQUAL HOUSEWRAP OVER INSTALL PLYWOOD, EXTERIOR SHEATHING PANTED BLACK BEHIND AND FRAMING PER WINDOWS AT STRUCTURAL DWGS. DORMERS, TYP. NOTE WINDOW ASSEMBLY TO BE FASTENED TO STRUCTURE PER WINDOW MANUFACTURERS INSTALLATION REQUIREMENTS AND RECOMMENDATIONS SILL AT FRAME WALL SCALE 3'.- 1' 0" EXTERIOR INTERIOR FIBER CEMENT SDNG OVER'TYVW OR EQUAL FTOUSEWRAP OVER EXTERIOR SHEATHING AND FRAMING PER STRUCTURAL DWGS. SHIM SPACE PER 6" WDE SELF ADHERING, SELF MANUFACTURES' HEALING WATERPROOF MEMBRANE - RECOMMENDATIONS OVER BOTH LAYERS OF BUIDNG PAPER DITERIOR GRADE SEALANT EIDHtpR GRADE SEALANT OVER CAULKINC-TYPICAL BACKER MATERIAL — ..__ WINDOW ASSEMBLY NSTAUID WITH 6"WDE SELF ADHERING, CONTINUOUS SEALANT SELF HEALING WATERPROOF -- BEAD AT RANGE PRIOR MEMBRANE TO INSTALLATION NOTE WINDOW ASSEMBLY TO BE FASTEN® TO STRUCTURE PER WINDOW MANUFACTURES INSTALLATION REQUIREMENTS AND RECOMMENDATIONS JAMB AT FRAME WALL SCALE- 3"= 1'-0' HORS LAP SDNG INSTALLED FOR FRMG. PER HORS LAP SIDING INSTALLED PER MFRS FOR FRMG. PER MFRS ILSIRUCIIONS o/ BUADNG STRUCTURAL DETAILS INSTRUCTIONS o/ BUADNG PAPER o/ STRUCTURAL DETAILS PAPER o/ SHEATHING AS GYP. BD SHEATHING AS OCCURS (PER GYP. BD. -_ LApE SIDING MALL PER MANUF. o/ GRADE OCCURS (PER STRUCTURAL - STRUCTURAL DET�) �/ 'D' BLDG. PAPER o/ STRUCT. SHEATHING DETAILS) 7 411 LAP BUILDING PAPER MN 3' SEALANT o/ GSM DRIP EDGE FLASHING STUCCO FNBH COAT o/ FOAM TRIM SEE ELEVATION --_ 24 GA GSM DRP EDGE RASI RIG it 2x6 CE B WATER SHED AT CORNERS . �I U zxb H U DM3D 6"UP WALL 4 Ix WD. TRFA e" WOOD TRIM SEE REV FOR SIZE _ - 7 TRACK ASSEMBLY SEALANT 2x RES DR. HEAD WD TRIM SEE ELEV, FOR SIRE DR. JAMB GARAGE DOOR TYPE D' BUYG PAPER o/ MOLSTOP JAMB JAMB SIRP GARAGE DOOR TRACK 1,C MN. LAP) o/ WINDOW FINISH GARAGE DOOR SEALANT — SLIDINGGLASS DOOR OVERHEAD GARAGE DOOR JAMB OVERHEAD GARAGE DOOR HEAD SLIDING GLASS DOOR HEAD SCALE:::, 0" SCALE .112": I, 0.: SCALE = 3"= I'-0" �6'I AMN DEVELORIENT ERNO W ^LACE 'Oj,EDPl WILT vERI"" 31iiLDR� 0:2:E'+rnn.Ory WiTE CO'JTRAC-^R A�'D Si = � Ati5 - _5c i DW�l1RYz5 JO NOT CONTA SRECIFlC MFOR'IATIGN FOR NY 5-TERAL EEEM N75'TO BE PROVIDED EY ELL'--M ER GF REC�JJ-ANY Di^.GREPANC A' (D1rEN510N5. OK'ZJ*Ari5 - 7 DR"y:'NG5 AVD __. IA550CiA �D DRAurtY:5 ar0/a 5':'. �DRA'NFTR SUA�L EE ONCE AND N T^J 57J C710 AT ONCE AND NO :. CON LNTIIL SHALLi'RLCEED 17 �CrED 5 COMRACrOR A55P'E5 REMll 'El- OF LOS-3::u v...K- CFPIG!ALS . To ca r STA &1ILDING.,OD 5. 4_j Q 0 Q Lu B e-� F O a� � LL r 1 W : a x ��a a� REVBDNS: - 0 C) �Y W N J O N cy. J � 'cIL'� v Z IT C�//J )� V S� 7 L N O U wL z �, cr U _� J Q N 'o Ir >oo ca co U5 LU % ILOIL} ��0o 0 r S H 0_ M MN IAYNITY: IY VERSION: 5.0 "Er"' E MISC. DETAILS TIT GENERAL STRUCTURAL NOTES: I ALL WORK SHALL CONFORM TO THE 2023 81h EDITION OFTHE FLORIDA (INTERNATIONAL) RESIDENTIAL CODE AND APPLICABLE COUNTY CODE AMENDMENTS. STANDARDS LISTED IN STRUCTURAL NOTE SECTIONS REFER TO THE VERSION. AND EFFECTIVE DATE IDENTIFIED IN THE REFERENCED STANDARDS CHAPTER IN THE GOVERNING BUILDING CODE NOTED ABOVE. 2. THE STRUCTURAL NOTES ARE INTENDED TO AUGMENT THE DRAWINGS, SHOULD CONFLICTS EXIST BETWEEN THE DRAWINGS AND THE STRUCTURAL NOTES, THE STRICTEST PROVISION SHALL GOVERN. 3. THE STRUCTURAL DRAWINGS FORM AN INTEGRAL PART OF CONTRACT DOCUMENTS, WHICH INCLUDE ARCHITECTURAL, STRUCTURAL, MECHANICAL,. ELECTRICAL, AND CIVIUSITE DRAWINGS. COORDINATE THE STRUCTURAL DRAWINGS WITH THE REQUIREMENTS SHOWN IN THE OTHER COMPONENTS OF THE CONTRACT DOCUMENTS. 4. TYPICAL DETAILS AND OTHER SECTIONS/DETAILS APPLY TO CONDITIONS THAT ARE SIMILAR TO THE CONDITIONS DESCRIBED IN THE SECTIONS/DETAILS, EVEN IF THEY ARE NOT SPECIFICALLY REFERENCED ON THE PLANS. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEANS, METHODS SEQUENCES AND PROCEDURES OF CONSTRUCTION, INCLUDING BUT NOT LIMITED TO TEMPORARY SHORING AND BRACING. 6- DO NOT SCALE STRUCTURAL DRAWINGS. IF DIMENSIONS ARE OMITTED OR NOT CLEAR, CONTACT THE ENGINEER. 7. CONSTRUCTION SHALL COMPLY FULLY WITH THE APPLICABLE PROVISIONS OF OSHA AND THE LOCAL GOVERNING CODES, CURRENT EDITION, AND ALL REQUIREMENTS SPECIFIED IN THE CODES SHALL BE ADHERED TO AS IF THEY WERE CALLED FOR OR SHOWN ON THE DRAWINGS. THIS SHALL NOT BE CONSTRUED TO MEAN THAT REQUIREMENTS SET FORTH ON THE DRAWING MAY BE MODIFIED BECAUSE THEY ARE MORE STRINGENT THAN THE CODE REQUIREMENTS OR BECAUSE THEY ARE NOT SPECIFICALLY REQUIRED BY CODE. 8. THE ENGINEER'S SEAL APPLIES ONLY TO THE STRUCTURAL COMPONENTS ON THIS DOCUMENT. ALL DIMENSIONS ARE TO BE VERIFIED WITH THE ARCHITECTURAL DRAWINGS. ANY DEVIATIONS OR DISCREPANCIES ON THESE PLANS MUST BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER OF RECORD. BACK CHARGES WILL NOT BE ACCEPTED, REGARDLESS OF FAULT, WITHOUT PRIOR NOTIFICATION BY BUILDER WITHIN 48-HOURS AND INVESTIGATION BY FIELDSTONE. 9, THE TERMS CONCRETE SCREW AND WASONRY SCREWSHALL BE USED INTERCHANGEABLY WITHIN THESE DRAWINGS. CONCRETE/MASONRY SCREWS AS GENERICALLY SPECIFIED WITHIN THESE DRAWINGS SHALL REFER TO ONE OF THE FOLLOWING ACCEPTED MANUFACTURER PRODUCTS: SIMPSON STRONG TIE TITEN TURBO, GENUINETAPCON, OR HILTI KWIK-CON II. 10. CONTENT LINKED WITHIN OR CODES THAT MAY BE SHOWN WITH THE DRAWING SETARE FOR INFORMATIONAL PURPOSES ONLY AND THE PROFESSIONAL SEAL ON THIS DRAWING DOES NOT APPLY TO CONTENT CONTAINED WITHIN ANY OR CODES. 11-POST INSTALLED EPDXY ANCHORAGE GENERICALLY NOTED WITHIN THESE DRAWINGS SHALL BE EITHER SIMPSON STRONG TIE SET-3G, OR HILTI HIT-HY-150 DESIGN CRITERIA: 1. BUILDING RISK CATEGORY =11 2. VERTICAL LOADING: ROOFTOP CHORD LIVE LOAD =20 PSF (REDUCIBLE) ROOFTOP CHORD DEAD LOAD =7 PSF ROOFTOP CHORD DEAD LOAD (TILE) =15 PSF ROOF BOTTOM CHORD LIVE LOAD (w/ STORAGE) =20 PSF ROOF BOTTOM CHORD LIVE LOAD (w/o STORAGE) =10 PSF ROOF BOTTOM CHORD DEAD LOAD =10 PSF FLOOR LIVE LOAD =40 PSF FLOOR LIVE LOAD (SLEEPING ROOMS) =30 PSF FLOOR DEAD LOAD =15 PSF DECK/BALCONY LIVE LOAD =40 PSF NOTE TO TRUSS & I -JOIST MANUFACTURERS - ROOF & FLOOR SYSTEM DELEGATED DESIGN SHALL CONFORM TO THE FOLLOWING DESIGN STANDARDS: LOCATION TOTAL LOAD LIVE LOAD MAX TOTAL DEFLECTION ROOFTRUSSES L/240 U240 1" FLOOR JOISTSITRUSS L/360 U480 1 1/2" NOTES: 1. MAXIMUM TOTAL LOAD DIFFERENTIAL DEFLECTION BETWEEN ADJACENT PARALLEL MEMBERS SHALL BE 5/8" 2, ANY MEMBER SUPPORTING BRICK/MASONRY SHALL BE LIMITED TO A TOTAL LOAD DEFLECTION OF U600 3. FIELDSTONE AE CANNOT BE HELD RESPONSIBLE FOR ANY STRUCTURAL ISSUES RELATED TO ANY BUILDING COMPONENT IF COMPONENT SHOP DRAWINGS ARE NOT SUBMITTED TO FAE FOR REVIEW PRIOR TO FABRICATION, DELIVERY, OR INSTALLATION 3. LATERALLOADING WIND CRITERIA: TORNADO WIND SPEED -N/A BASIC WIND SPEED =140 MPH EXPOSURE CATEGORY =C INTERNAL PRESSURE COEFFICIENT = +!- 0.18 (ENCLOSED) SEISMIC CRITERIA SITE CLASS =D SEISMIC DESIGN CATEGORY =A 4. EARTH PRESSURE LOADING: ALLOWABLE SOIL BEARING CAPACITY TOTAL LOADS (INCLUDING WIND & SEISMIC) =2000 PSF LATERAL EARTH EQUIVALENT FLUID PRESSURE WALLS UNBRACED AT TOP =40 PCF WALL BRACED AT TOP =55 PCF 5. GUARDRAIL/HANDRAIL LOADING: ALL GUARDRAIL/HANDRAILS SHALL MEET 200 LBS (MINIMUM) CONCENTRATED FORCE APPLIED IN ANY DIRECTION. IN-FI ILL COMPONENTS OF GUARDRAIL SHALL MEET 50 PSF. THESE LOADS ARE TO BE EVALUATED INDEPENDENTLY AND ARE NOT TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD- DEFLECTION OF GUARDRAIL SHALL MEET THE CRITERIA SET FORTH BY THE INTERNATIONAL CODE COUNCIL EVALUATION SERVICES (ICC-ES) AG 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". TI N D PLACEMENT SHALL CONFORM TO THE 2. CONCRETE PRODUCTION AN REQUIREMENTS OFACI 332 "RESIDENTIAL CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" EXCEPTAS MODIFIED BY STRUCTURAL REQUIREMENTS NOTED ON THE DRAWINGS. 3. CEMENT SHALL CONFORM TO ASTM C150 "SPECIFICATION FOR PORTLAND CEMENT." CONCRETE SHALL BE NORMAL WEIGHT, UNLESS INDICATED OTHERWISE 4. CONCRETE AGGREGATES SHALL CONFORM TO ASTM C33 "SPECIFICATION FOR CONCRETE AGGREGATES." 5, REINFORCING SHALL CONFORM TO ASTM A-615 GRADE 60. 6. REINFORCEMENT SHALL BE FABRICATED AND ERECTED ACCORDING TO THE ACI STANDARDS: 'DETAILS AND DETAILING OF CONCRETE REINFORCEMENT', ACI 315 -AND "MANUAL OF ENGINEERING AND PLACING DRAWINGS FOR REINFORCED CONCRETE STRUCTURES", ACI 315R. 7. REINFORCING STEEL AND WELDED WIRE FABRIC SHALL BE PLACED WITH MINIMUM CONCRETE COVER AND TOLERANCES AS FOLLOWS: SLAB -ON -GRADE: WITHIN UPPER 2/3 OF SLAB AND 3/4" MINIMUM COVER AT INTERIOR CONDITIONS; 1-1/2" MINIMUM COVER AT EXTERIOR CONDITIONS CONCRETE (FOUNDATION AGAINST EARTH: 3" FORMED CONCRETE: 1-112" (#5 REBAR OR SMALLER) 2" (#6 REBAR OR LARGER) TOLERANCE: +/- 3/8" 8. REINFORCING STEEL SHALL NOT BE CUT, BENT OR STRAIGHTENED IN THE FIELD UNLESS APPROVED BY THE STRUCTURAL ENGINEER OR AS INDICATED ON THE DRAWINGS. 9. WELDING OF REINFORCING STEEL IS PROHIBITED UNLESS SPECIFICALLY DETAILED. WELDING WHERE DETAILED SHALL CONFORM TO AWS DI A SPECIFICATION. CONCRETE NOTES (CONTINUED): 10-CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH AS FOLLOWS: FOUNDATIONS & FOUNDATION WALLS: 2500 PSI SLAB -ON -GRADE & CONCREFE BEAMS: 2500 PSI 11CONTRACTORSHALL 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 TEMPLATETO WITHIN A 1/8" TOLERANCE IN ANY DIRECTION WITH MINIMUM EMBEDMENTAND EXACT PROJECTION INDICATED ON THE DRAWINGS, PRIOR TO PLACING CONCRETE. 12, HOOKED BARS SHALL BE STANDARD 90 DEGREE HOOKS PER ACI UNLESS NOTED OTHERWISE ON THE DRAWINGS: MINIMUM LAP SPLICE SHALL BE CLASS B PER ACI 318. LOCATION OF LAP SPLICES SHALL BE AS INDICATED ON CONSTRUCTION DOCUMENTS. 13. DOWELS INTO FOUNDATION SHALL MATCH SIZE AND SPACING OF VERTICAL REINFORCEMENT AT ALL COLUMNS, PIERS AND WALLS, UNLESS OTHERWISE NOTED. 14.CONTRACTOR SHALL OBTAIN APPROVAL PRIOR TO PLACING OPENINGS OR SLEEVES NOT SHOWN ON THE DRAWINGS, THROUGH ANY STRUCTURAL MEMBER, 15.ONE OF THE FOLLOWING CONCRETE SLAB ON GRADE CRACK CONTROL METHODS SHALL BE USED (CONTRACTOR PREFERENCE). • CONTROL JOINTS: SHALL BE FORMED, SAWED, OR TOOLED TO A 1" MINIMUM DEPTH WITHIN 24 HOURS OF CONCRETE PLACEMENT- MAXIMUM JOINT SPACING FOR UNREINFORCED SLAB IS AS FOLLOWS- 3-1/2" SLAB: 8 FEET O.C. EACH DIRECTION 4" SLAB: 10 FEET O.C. EACH DIRECTION . WELDED WIRE FABRIC (W.W.F.) 6X6-W1.4XW1.4. WELDED WIRE FABRIC SHALL BE FURNISHED IN FLAT SHEETS (ROLLS NOT PERMITTED) AND SHALL CONFORM TO ASTM A-1064 AND HAVE A MINIMUM SIDE AND END LAP OF 8 INCHES. • MICRO- OR MACRO- SYNTHETIC FIBER REINFORCEMENT FIBER LENGTHS SHALL BE 1/2" TO 2-1/4" IN LENGTH. DOSAGE AMOUNT SHALL BE FROM 3/4 TO 3.0 POUNDS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116. THE MANUFACTURER/SUPPLIER SHALL PROVIDE CERTIFICATION OF COMPLIANCE WITH ASTM C1116 WHEN REQUESTED BY THE BUILDING OFFICIAL. 16. CONTROL JOINTS SHALL BE FURNISHED WITH A FULL-LENGTH KEYWAY CENTERED ON MEMBERS. WHERE THE SIZE OF KEY IS NOT SHOWN ON THE DRAWINGS, THE KEY SHALL BE 25%OF THE CROSS-SECTION DIMENSION OF THE MEMBER AND MINIMUM 1-1/2 INCHES INTO THE FIRST POUR. OF CONCRETE. 17. PROVIDE POCKETS OR RECESSES IN CONCRETE WORK FOR COLUMNS AND BEAMS AS REQUIRED EVEN IF NOT SHOWN ON THE DRAWINGS. PROVIDE CONCRETE FILL AFTER BEAM ERECTION. 18. CURING OF CONCRETE SURFACES SHALL CONFORM TO ACI 308.1 "STANDARD SPECIFICATION FOR CONCRETE CURING" AND ACI 308R "GUIDE TO CURING CONCRETE". FOUNDATION NOTES: 1. CONTRACTOR SHALL VERIFY ALL CONDITIONS, INCLUDING UNDERGROUND UTILITIES AND FIELD MEASUREMENTS AT JOB SITE AND REPORT ANY DISCREPANCIES TO OWNER'S REPRESENTATIVE. 2. TOP OF SPREAD FOOTING ELEVATIONS NOTED ON PLAN ARE MINIMUM ELEVATIONS. IN ALL CASES FOOTINGS ARE TO BEAR ON UNDISTURBED NATURAL SOILS OR ENGINEERED FILL HAVING A MINIMUM NET ALLOWABLE BEARING CAPACITY OF 2000 PSF. 3, SIDES OF FOUNDATIONS SHALL BE FORMED UNLESS CONDITIONS PERMIT EARTH FORMING. FOUNDATIONS POURED AGAINST THE EARTH REQUIRED THE FOLLOWING PRECAUTIONS: SLOPE SIDES OF EXCAVATIONS AS APPROVED BY GEOTECHNICAL ENGINEER AND CLEAN UP SLOUGHING BEFORE AND DURING CONCRETE PLACEMENT. PROVIDE POLYETHYLENE VAPOR RETARDER COMPLYING WITH GOVERNING BUILDING CODE LISTED ON THIS SHEET AGAINST SOILS WHERE CONCRETE IS TO BE PLACED; LAP ALL EDGES 6INCH (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 WALLS UNLESS SPECIFICALLY DETAILED OTHERWISE ON THE DRAWINGS. 6- NO FOOTINGS OR SLABS SHALL BE PLACED ON OR AGAINST SUB -GRADE CONTAINING FREE WATER, FROST OR ICE. SHOULD WATER OR FROST, HOWEVER SLIGHT, ENTER A FOOTING EXCAVATION AFTER SUB -GRADE APPROVAL, THE SUB -GRADE SHALL BE RE INSPECTED BYTHE GEOTECHNICAL ENGINEER/ TESTING LABORATORY AFTER REMOVAL OF WATER OR FROST. 7. CONTRACTOR SHALL FURNISH ALL REQUIRED DE -WATERING EQUIPMENT TO MAINTAIN A DRY EXCAVATION UNTIL BACKFILL IS COMPLETE. 8. A GEOTECHNICAL ENGINEER REGISTERED IN THE STATE OF WORK PERFORMED SHALL INSPECT THE CONDITION AND ASSURE THE ADEQUACY OF ALL SITE PREPARATION, SUBGRADES, FILLS, BACKFILLS BEFORE PLACEMENT OF FOUNDATIONS, FOOTINGS, SLABS AND WALLS. HE SHALL SUBMIT REPORT TO THE ARCHITECT/ENGINEER DESCRIBING HIS INVESTIGATIONS OF ANY NON -CONFORMING WORK. BACKFILLING: 1. DO NOT PLACE BACKFILL AGAINST FOUNDATION WALLS - DESIGNED AS SUPPORTED ATTOP AND BOTTOM - UNTIL BASEMENT LEVELAND FIRST FLOOR SYSTEM ARE IN PLACE. SHORE AND/OR BRACE WALLS AS REQUIRED IF BACKFILLING OPERATIONS ARE TO BE CARRIED OUT PRIOR TO PLACEMENT OF FLOOR SYSTEM. 2. WHERE BACKFILL IS TO BE PLACED ON BOTH SIDES OF FOUNDATION WALLS, PROVIDE A BALANCED BACKFILL AGAINST FOUNDATION WALLS TO ELIMINATE LATERAL LOAD EFFECTS, OR PROVIDE NECESSARY TEMPORARY LATERAL SUPPORT TO THE TOP OF THE WALL UNTIL PERMANENT SUPPORT IS INSTALLED. 3. BACKFILL MATERIAL SHALL CONSIST OF CLEAN, WELL GRADE GRANULAR SOILS, FREE OF ORGANIC MATERIAL AND BE COMPACTED TO 95% OF MAXIMUM DENSITY, AS DETERMINED BY THE MODIFIED PROCTOR METHOD (ASTM D1557), IN LIFTS NOT EXCEEDING 8INCHES. MASONRY NOTES: 1. CONCRETE MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 630, "BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES" AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 530.1, "SPECIFICATIONS FOR MASONRY STRUCTURES." 2. CONCRETE MASONRY SHALL CONFORM TO ASTM C90 AND HAVE A MINIMUM COMPRESSIVE STRENGTH Fm = 1,500 PSI U.O.N. MASONRY SHALL HAVE A TEXTURE SUITABLE FOR STUCCO APPLICATIONS WHERE ARCHITECTURAL DRAWINGS INDICATE STUCCO APPLICATION. 3. CONCRETE MASONRY UNITS SHALL BE LAID IN RUNNING BOND. 4. MORTAR FOR ALL MASONRY SHALL CONFORM TO ASTM C270 WITH MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. MORTAR BELOW GRADE SHALL BE TYPE M. ELSEWHERE MORTAR MAY BE EITHER TYPE M OR S UNLESS SPECIFICALLY INDICATED OTHERWISE. USE EITHER. PORTLAND CEMENT/LIME OR MASONRY CEMENT FOR MORTAR. 5. GROUT SHALL CONFORM TO ASTM C476 WITH MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 2,500 PSI. 6. STEEL BAR REINFORCEMENT SHALL CONFORM TO ASTM A615, GRADE 60. 7. VERTICAL 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 1251/6 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" a 10" #5 25" 3-3/4" 10' #6 34" 4-1/2" TV MASONRY NOTES (CONTINUED): 10.REINFORCING BARS SHALL BE HELD IN POSITION BY WIRETIES OR OTHER APPROVED MEANS TO ENSURE DESIGN LOCATION AND LAP. PLACE BARS AND LAP PRIOR TO GROUTING. 11. GROUTING OF MASONRYWALLS SHALL CONFORM TO RECOMMENDED PROCEDURE FOR "LOW LIFT GROUTING" OR "HIGH LIFT GROUTING" AS OUTLINED IN THE NCMA-TEK3.2A- GROUTING FOR CONCRETE MASONRY WALLS AND ACI 530/ASCE 5 SPECIFICATION FOR MASONRY STRUCTURES. GROUT LIFTS SHALL NOT EXCEED 5 FEET WITHOUT MECHANICALLY CONSOLIDATED (VIBRATED) GROUT POURS. 12. LIFTS OF GROUT SHALL BE KEYED 4 INCHES INTO THE PREVIOUS COURSE OF MASONRY BELOW. 13. MASONRY BELOW GRADE SHALL BE GROUTED SOLID. 14. CONTRACTOR SHALL BRACE MASONRY WALLS TO RESIST WIND LOADS UNTIL FLOORSAND ROOFS ARE IN PLACE, AND THE MASONRY HAS REACHED 75% OF THE REQUIRED STRENGTH PM. BRACING SHALL BE PROVIDED IN ACCORDANCE WITH OSHA - CONSTRUCTION SAFETY STANDARDS FOR MASONRY WALL BRACING AND NCMA TEK 3-4B - "BRACING CONCRETE MASONRY WALLS DURING CONSTRUCTION." WOOD FRAMING NOTES: 1. STRUCTURAL SAWN LUMBER, STRUCTURAL COMPOSITE LUMBER, AND CONNECTIONS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION." INDS) 2. PLYWOOD HAS BEEN DESIGNED IN ACCORDANCE WITH "PANEL DESIGN SPECIFICATION." AND SHALL CONFORM TO "VOLUNTARY PRODUCT STANDARD PSI CONSTRUCTION AND INDUSTRIAL PLYWOOD." 3. ORIENTED STRAND BOARD (OSB) SHALL CONFORM TO "VOLUNTARY PRODUCT STANDARD PS2 PERFORMANCE STANDARD FOR WOOD -BASED STRUCTURAL -USE PANELS". 4. ALL BEAMS AND HEADERS SHALL BE (2)-PLY U.N.O. S WOOD SILL PLATES AND WOOD WALLS SUPPORTED ON CONTINUOUS CONCRETE OR MASONRY SHALL BE ANCHORED WITH 1/2" DIAMETER CAST -IN -PLACE ANCHOR BOLTS WITH 7" EMBEDMENT, 4" (MINIMUM) AND 12" (MAXIMUM) FROM END OF SILL PLATE(S), LOCATED WITHIN THE MIDDLE THIRD OFTHE SILL PLATE, WITH NUT AND 3"x3"x0.229" WASHERS ATTHE ANCHOR SPACING BELOW: MAXIMUM ANCHOR BOLT SPACING = 2'-0" O.C. REFER TO "PRE -APPROVED FIELD REPAIR NOTES" SECTION FOR ALTERNATE ANCHORAGE APPROVALS. FOR OTHER ANCHORS NOT LISTED, SUBMIT TO ENGINEER OR RECORD FOR REVIEW. 6. ALL LUMBER IN CONTACT WITH EARTH, CONCRETE, OR MASONRY - AND WOOD BEAMS POCKETING INTO CONCRETE OR MASONRY WALLS HAVING CLEARANCES LESS THAN 1/2" ON TOP, SIDES, AND END(S) SHALL BE PRESSURE TREATED OR SEPARATED WITH AN IMPERVIOUS MOISTURE BARRIER. T STRUCTURAL SAWN LUMBER SHALL BE SPRUCE -PINE -FIR NOT /NO.2 OR BETTER U.N.O. WITH BASE DESIGN VALUES: Fe. 875 PSI F4 = 425 PSI Fr = 450 PSI F,= 1150 PSI F,= 135 PSI E= 1400 KSI WITH THE MOISTURE CONTENT OF THE WOOD IN SERVICE WILL NOT EXCEED 19%. 8. BEARING AND EXTERIOR WALL STUDS SHALL BE CAPPED WITH DOUBLE (2X) TOP PLATES INSTALLED TO PROVIDE OVERLAPPING AT CORNERS AND AT INTERSECTIONS. END JOINTS IN DOUBLE (2X) TOP PLATES SHALL BE OFFSET AT LEAST 24 INCHES AND SHALL BE NAILED WITH NOT LESS THAN (8)-0.162"x2-1/2" FACE NAILS ON EACH SIDE THE JOINT. DOUBLE (2X) TOP PLATES OF EXTERIOR WALLS AND INTERIOR LOAD BEARING WALLS SHOWN ON DRAWINGS SHALL BE SOUTHERN YELLOW PINE NO.2 OR BETTER WITH BASE DESIGN VALUES: Fa= 1100 PSI Fo,= 565 PSI Fr= 675 PSI F�= 1450 PSI Fv= 175 PSI E= 1400 KSI WITH THE MOISTURE CONTENT OF THE WOOD IN SERVICE WILL NOT EXCEED 19%. 9. STRUCTURAL COMPOSITE LUMBER SHALL CONFORM TO ASTM D 5456 WITH THE FOLLOWING ALLOWABLE DESIGN STRESSES MK)ROLLAM LVL PARALLAM PSL r) TIMBERSTAAND LSL E = 2000 KSI E = 1800 KSI E = 1300 KSI F, = 2600 PSI F, = 2400 PSI Fa = 1700 PSI (•) -'BOOZER BEAM 2A E' ARE AN ACCEPTED ALTERNATE TO PSL COLUMNS SPECIFIED ON PLANS PROVIDED THE'BOOZER BEAM 2.1 E' IS OF EQUAL OR GREATER SECTION DIMENSION TO THE PSL COLUMN AND OF EQUAL OR LESSER HEIGHT 10.FLOOR SHEATHING SHALL BE 23/32 INCH, APA RATED SHEATHING, 48/24 MIN., EXPOSURE 1. INSTALL WITH THE LONG DIMENSION OR STRENGTH AXIS OF THE PANEL ACROSS SUPPORTS AND WITH PANEL CONTINUOUS OVER TWO OR MORE SPANS. PANEL EDGES SHALL BE TONGUE -AND -GROOVE- FLOOR SHEATHING SHALL BE GLUED AND NAILED TO SUPPORTING MEMBERS. ADHESIVE SHALL MEET APA SPECIFICATION AFG.01, APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. PROVIDE 0.131 "x2-1/2" COMMON NAILS AT 6 INCH O.0 ALONG SUPPORTED PANEL EDGES AND 12 INCH O.0 AT INTERMEDIATE SUPPORTS. 11. FOR INTERIOR WALL HEADERS PROVIDE (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. CG WALL HEIGHT 8FT 9FT 1OFT STUD SIZE HEADER SPAN (FT) 4 1 JI 1 J/l K. 1 J/1 K 6 1J11K 1J/iK. 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 1J12K 1J/4K ENG 16 iJ/3K 1J/4K ENG 18 1J/3K ENG ENG WINDSPEED OF <= 140 EXP. C WALL HEIGHT 8FT 9FT 10FT STUD SIZE HEADER SPAN (FT) 4 1J/1K 1J/iK 1J/1K 6 1J/1K 1J/lK 1J/1K 8 1J/1K 1J/1K 1J/1K 10 lJ/1K 1J/1K 1J/1K 2x6 12 1J/1K 1J/1K 1J/1K 14 1J/1K=Kl16 1J/1K18 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 IT PRE-ENGINEERED ROOF TRUSS NOTES: 1. ROOF TRUSS SHOWN ON STRUCTURAL DRAWINGS IN CONCEPTUAL ONLY TO ILLUSTRATE TRUSS -TO WALL CONNECTIONS AND DOES NOT SERVE AS A ROOF TRUSS DESIGN. ROOF TRUSSES SHALL BE DESIGNED AND MANUFACTURED IN CONFORMANCE FOR THE INDICATED LOADS WITH ANSI/TPI 1 "NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION." FINAL PRE-ENGINEERED ROOF TRUSS FRAMING LAYOUT AND DESIGNS TO BE BY ROOF MANUFACTURER'S DELEGATED ENGINEER. 2. ROOF TRUSSES SHALL BE DESIGNED FOR THE SUPERIMPOSED LOADS IDENTIFIED IN THE DESIGN CRITERIA NOTES SECTION. 3. THIS PLAN IS DEVELOPED FROM THE REVIEW OF MASTER TRUSS FILES, ANY LOT THAT DEVIATES FROM THE MASTER TRUSS FILE ON RECORD,OR FOR PLANS FIELDSTONE AE IS NOT CONTRACTED TO PERFORM TRUSS REVIEW ON, THE CONTRACTOR IS RESPONSIBLE TO ASSURE THE DIRECT COMPLIANCE OF TRUSS MANUFACTURER LAYOUT TO THESE DRAWINGS & VERIFY ALL TRUSS CONNECTORS ARE SUFFICIENT TO WITHSTAND THE UPLIFULATERAL LOADS IMPOSED 4. TRUSS MANUFACTURER SHALL PROVIDE HANGERS AND CONNECTIONS ADEQUATE FOR LOADS AT ALL TRUSS -TO -TRUSS, TRUSS -TO -BEAM, AND BEAM -TO -TRUSS CONNECTIONS. 5. REFER TO ARCHITECTURAL DRAWINGS FOR TRUSS SHAPE, OVERHANG, DIMENSIONS, SLOPES, SPANS, DRAINAGE, BEARING WALL HEIGHTS, ETC. 6. THE POSITIONS, WEIGHTS, AND METHODS OF ATTACHMENTS OF ALL MECHANICAL UNITS, ELECTRICAL FIXTURES, PLUMBING, FIRE SPRINKLERS, ETC SHALL BE INCLUDED IN THE DESIGN OF THE TRUSSES BYTHE TRUSS MANUFACTURER. SEE ARCHITECTURAL DRAWINGS FOR ATTIC ACCESS SI7E AND LOCATIONS. 7. SUPERIMPOSED LOADS FROM SECONDARY FRAMING (I.E. SOFFITS, PARAPETS., VALLEY FRAMING, UPPER TRUSSES, ETC) SHALL BE INCLUDED IN THE DESIGN OF SUPPORTING TRUSSES. S. CONTRACTOR TO PROVIDE TRUSS BRACING PER BCSI-133 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 WITH 12" LAP AT THE TOP OF WALL WITH THE CONTINUOUS REBAR IN THE TIE BEAM/BOND BEAM. COMPLETE GROUTING OF WALL, IF THE WALL HAS ALREADY BEEN BUILT: PRIOR TO GROUT PLACEMENT, OPEN THE WALL AT THE CORRECT LOCATION APPROXIMATELY 16" (1 x 4" (W) AT FLOOR LEVEL. DRILL AND EPDXY #5 REBAR (32" LG.) INTO THE THICKENED EDGE OF SLAB. LAP VERTICAL REINFORCEMENT IN ACCORDANCE WITH MASONRY NOTES LAP SCHEDULE, PLACING A HOOKED BAR WITH 12" LAP AT THE TOP OF WALL WITH THE CONTINUOUS REBAR IN THE TIE BEAM/BOND BEAM. COMPLETE GROUTING OF WALL. 2. MISSING/MISPLACED ANCHOR BOLT: ALTERNATE SILL PLATE ANCHORAGE SOLUTIONS INTO CONCRETE: A 1/2N6" TITEN HD WITH 1-3/4" 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 CONCRETE. A 1/2" THREADED ROD SET-3G EPDXY 7" EMBEDMENT WITH 1-3/4" MINIMUM EDGE DISTANCE AND 7-1/2" MINIMUM END DISTANCE IS A DIRECT 1:1 REPLACEMENT FOR A 1/2" DIAMETER ANCHOR BOLT WITH 7" EMBEDMENT INTO CONCRETE. INTO GROUT FILLED MASONRY (GFCMU): A 1/2"x6" TITEN HD WITH 1-3/4" MINIMUM EDGE DISTANCE AND 8" MINIMUM END DISTANCE AT 4'-8" O.C. REPLACES Al/2" DIAMETER ANCHOR BOLT WITH 7" EMBEDMENT AT 6-0" O.C.; LIKEWISE A 1/2"x6" TITEN HD WITH 1-3/4" MINIMUM EDGE DISTANCE AND 8" MINIMUM END DISTANCE AT 2'-8" O.C. REPLACES A 1/2" DIAMETER ANCHOR BOLT WITH 7" EMBEDMENT AT 4'-0" O.C.. 3. SIMPSON MASA SILL ANCHORS MAY BE USED AS AN ALTERNATE TO THE ANCHOR BOLTS AND SPACING NOTED HERE -IN ACCORDING TO THE FOLLOWING TABLE: BASIC WIND SPEED (MPH) MAXIMUM SPACING 1140 6"0" 140 V-6" 150 1' 3" NOTES: 1. MASA SPACING BASED ON NO MORE THAN ONE IN THREE INSTALLED WITH ONE LEG INSTALLED VERTICALLY ATTACHED TO STUD 4. MISSING/MISPLACED TRUSS STRAP ANCHOR: REFER TO "MISSED TRUSS STRAP REPAIR" DETAIL WITHIN DRAWINGS. FOR MISLOCATED TRUSS. ANCHORS WHICH ARE GREATER THAN ii8" BUT LESS THAN 1-1/2" FROM THE FACE OF THE TRUSS, A SHIM SHALL BE PROVIDED AND NAIL LENGTH INCREASED TO PENETRATE THROUGH BOTH PLYS OF MATERIAL (I.E. 3:" LG. NAILS). WHEN GAP IS GREATER THAN 1-1/2", INSTALL NEW ANCHORS. 5. MASONRY WALL OVERHANGING SLAB BLOCK OVERHANG REPAIR < 5/8" NO REPAIR REDID S/8" < OVERHANG < 1-1/2" GROUT SOLID BOTTOM 3 COURSES OF AFFECTED WALL LENGTH >1-1/2" CONTACT ENGINEER OF RECORD FOR REPAIR 6. NOTCHED TOP PLATES & STUDS REQUIRING REPAIR AT STUDS: STRUCTURAL REPAIR IS REQUIRED AT STUDS WHEN A STUD IS. NOTCHED TO A DEPTH GREATER THAN 25% OF THE WIDTH IN BEARING WALLS, OR 40% IN NON -LOAD BEARING WALLS; OR WHEN A HOLE IS DRILLED/BORED TO A DIAMETER EXCEEDING 40% OF THE STUD WIDTH IN BEARING WALLS, OR 60% OF THE STUD WIDTH IN NON -BEARING WALLS. IF THE MAXIMUM HOLE/NOTCH SPECIFICATIONS ARE EXCEEDED THEN A STUD SHOE MUST BE INSTALLED, STUD SHOE REPAIRS ARE AS FOLLOWS: FOR 2X STUD USE HSS2-SDS1.5 WITH (12)-1/4"X1-1/2" SOS SCREWS. FOR MULTI -PLY 2X STUDS USE HSS2- #"-SDS3 WITH (12)-1/4"X3" SOB SCREWS, WHERE "#" CORRESPONDS TO THE NUMBER OF STUDS IN THE MULTI -PLY. AT TOP PLATES: A HOLE, CUT, OR NOTCH THAT IS GREATER THAN 50 % OF THE PLATE WIDTH IS REMOVED FOR PIPING (EXCEPT WHEN THE SIDE OF THE WALL WITH THE NOTCH OR CUT IS COVERED BY WOOD STRUCTURAL PANEL SHEATHING), OR THE PLATES ARE OUT THROUGH. THE REQUIRED REPAIR IS A GALVANIZED 16-GAUGE METAL TIE THAT IS AT LEAST 1-112" WIDE AND MUST BE FASTENED WITH (8)-16D NAILS ON EACH SIDE OFTHE OPENING. GA. MIN.) @ 24" O.C. MAXIMUM. 15.STUD COLUMNS UNDER LOAD BEARING POINTS OF GIRDERS/BEAMS SHALL MATCH THE GIRDER/BEAM PLY COUNT WITHIN 1/2" TOLERANCE (2-PLY STUD COLUMN MINIMUM). SOLID BLOCK ALL GIRDER/BEAMS THRU FLOOR SYSTEMS AND TO THE FOUNDATION. 16. WHEN NOT SHOWN ON DRAWINGS OR DETAILS, THE NAILING SCHEDULE FOR WOOD FRAMING O ELEMENTS SHALL COMPLY WITH THE IRC TABLE R602.3(1). Fieldstone 17. FLOOR SYSTEMS ARE DESIGNED BY THE TRUSS AND/OR WOOD I- JOIST MANUFACTURER'S DO ENGINEER AND BE IN CONFORMANCE WITH THE LOADS & DEFLECTIONS IDENTIFIED DELEGATED ENG NEE CO O T IN THE CRITERIA N I DE NOTES SECTION. INSTALL PER MANUFACTURER'S RECOMMENDATIONS DESIGN c T C.O.A.# ARCHITECURE: NOTES, AND DETAILS. FLOOR FRAMING CONCEPT LAYOUTS SHOWN WITHIN THE DRAWINGS ARE FOR ILLUSTRATIVE PURPOSES ONLY TO DEPICT FLOOR SYSTEM -TO -WALL CONNECTIONS. AA26002802 CHANGES TO THE CONCEPTUAL FLOOR LAYOUT SHOWN IS NOT PERMITTED WITHOUT A LETTER C.O.E.# ENGINEERING: AND REVI.EW FROM THE ENGINEER OF RECORD. PREFABRICATED WOOD I -JOIST SHALL CONFORM TO ASTM D 5055. 29349 JURISDICTION SPECIFIC NOTES: 0 IBRAHEM ELAYEB, PE 1. FOR PARTIALLY ENCLOSED AREAS, INCLUDING BUT NOT LIMITED TO LANAIS, PORCHES, AND p•E.# 91476 BALCONIES A 1/2" (MINIMUM) EXTERIOR GRADE SOFFIT BOARD WITH A CEMENTITIOUS KNOCKDOWN FINISH IS ACCEPTABLE PROVIDED THAT IT IS PAINTED MEETING THE ■ BENJAMIN NIESE, PE REQUIREMENTS OF ASTM C932 TO GIVE THE CEILING WATER RESISTANCE. THE SOFFIT BOARD PRODUCT SHALL BE ATTACHED PER MANUFACTURER SPECIFICATIONS TO BE IN COMPLIANCE P.E.# 86025 WITH R703.1. 2. THE SOFFIT DESIGN PRESSURE IS AS NOTED IN THESE DOCUMENTS. WITH KAYCAN VINYL SOFFIT 10/30/2024 INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIRMENTS AND ICC-ES EVALUATION REPORT ESR-1495 THE SOFFIT WILL COMPLY WITH R703.1. DATE ♦ IT/ i No.86 _ STATE OF ����5 . F�ORIDP' • ��� Michigan 3400 Auburn Rd Suite 200 Auburn Hills, MI 48326 + 1 248.622.4035 Florida 12906 Tampa Oaks Blvd. Suite 150 Tampa, FL 33637 +1 813-466.3310 www. fieldstoneae. com Y 0 Z o W LU J M i Q 0 LIJ LU J 0 z_ - oO W u- Q O F Cn w CO in LL r Uj U) U U 0 LU Q - �= 00 EL r- T N 0 )0 H DRAWN BY: FAE VERSION: 5.0 SHEET NAME COVER SHEET SHEET # S0.1 0 P9FIAN ��� 'S- 0-C ALT.CNUSEITgI,A- FPDN TOP OFBL40 RIH GM 4 W1%1N P&wiQAI1CONT.ON 2 STORY a1VS EXTERIORMASONRYWALLF•TG 11/0112023 Fo1 FMM-010 CWCa.P91 aUOOLPER RNI RAN aU COL P91 19R.IBFP91 VW.IEIF. 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CORNERS „/0, /2023 NOT TO SCALE FMG-100 FMG-, 13 FGG-120 IMKIfE 9,PM PERFLAN E119CIi FNBH P9I FlEv,) 01"P91RN1 NOWADE R3EnwwPFE FN011001 I90PTE ABA �.� R3ETRITNG PPE" j RO314Ve, MEVBY IONOIPPCFPOP91RN4 F0I VR - NpWFCRD.P9l RAN W9H'IOgTDNNFf1D 8BBBAMNG PENETRATION -CMU 11/12/2021 FMM-130 � taut 9TIPLPNPCONOPETESOB964w FM 3RMWV0LLdP.T.$LLPIAT, or P91PUN WOW. SUP91RM a1aNISUNO." JI I -0.: " ANLOAID E004 (—�THICKENED SLAB @ GARAGE (NON BEARING) 11/01/2023 rvo NOT TO SCALE FMG-080 Q NAutFTO 2(FRYEr1AILWP,T.SLLPUTE A 0011OLTSOUl MSSEEU98t1L P91PL N .�� " Non UNA. STEP PERPIAN aOPE � x L1 IL I , -a" (lyHCONT.ONONV "AT2 SIaN" 2 STORY -AKIO W#4 ��THICKENED SLAB @ GARAGE (BEARING) 1/01/2023 rva NOTTO SCALE FMG-090 SEE FOUNDATION PLAN 9 1/4" SEE FOUNDATION PLAN PoIMBIABPE861YhD6 z 3 f DIMLOCATON .• IOIPiIDIML iWNa19SE - w� w RECESS IN SLAB @ SHOWER 2/28/2022 F26 NOT TO SCALE FMM-260 000 Fieldstone S"CMU•VERT. C.O.A.# ARCHITECURE: {. , CMU, > A 6 REINF. PER PLAN /L VERT. REINF. "CMU. VERT. - A26002802 FINIS PER PLAN 0'- " SLOPE REINF PER PLAN. H GRADE SLOPE C.O.E.# ENGINEERING: FINISH GRADE 3 FINISH z 29349 /L w PAVERS OR SLAB GRADE g p w o O IBRAHEM EL.AYEB, PE a o PER SPEC +^c+ t m CONCRETE O CONCRETE P.E.# 91476 CONCRETE OOTWG j` O FOOTING — T� - FOOTING PERPLAN PER PLAN PEflPLAN PER PLAN ■ BENJAMIN NIESE, PE PER PLAN. PER PLAN �' fi P.E.# 86025 2/28/2022 MASONRY COL ON SPREAD FTG. s F036 Nor TO SCALE FG10/30/2024 M-032 DATE N --Z Q STATE OF 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 (D CD `L J m N y z J o ; w �~ Z gM �I1 J ILI Q W w <° O J LLI (7 i cl U) J U W ~ X cal o o= v M ma co LU LU O F- L (DRAWN BY: I FAE VERSION: UO SHEET NAME FOUNDATION DETAILS SHEET # S 1.0 VEHIFY M.U. 20'-4" 30'-0" FOUNDATION PLAN - ELEV. X" SCALE-,/4•=,'-0" NOTES: 1. 3 1/2" CDNCRETE SLAB ON GRADE OVER VAPOR BARRIER 2.. REFERENCE FINISHED FLDOR ELEVATION - 0'-0" 3. REFER TO DWG S0.1 FOR GENERAL STRUCTURAL NOTES — err ...,�.n�Irl F'F__:� I M - 4 Rx 81A ��II1111��� OHO Fieldstone C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERING: No. 29349 O IBRAHEM ELAYEB, PE =.0 1 P.E.# 91476 ■ BENJAMIN NIESE, PE �O STATE OF P.E.# 86025 �i�tt` -.. LORI�N 10/30/2024 �? DATE E E.��B ©a_ D2frQ��omo mE}mho 0 Michigan 3400 Auburn Rd Suite 200 Auburn Hills, MI 48326 + 1 248.622.4035 Florida 12906 Tampa Oaks Blvd. Suite 150 Tampa, FL 33637 + 1 813.466.3310 www-fieldstoneae. com O O Y J Ib N Y z p i 0 F w N w� z SM C7 LU LU LU Q J a Z — 0 OF [1)LLL t] Q J U) W (n LL O Uj } U5 W W (3 o m C\1 r- o LU d R L DRAWN BY :1 FAE VERSION: 5.0 SHEET NAME FOUNDATION PLAN - SLAB SHEET # S1.1 K CONTINUOUS LINTEL OVER MASONRY COLUMN. DRILL 3" HOLE IN BOTTOM OF LINTEL AND EXTEND VERTICAL REBAR-THROUGH LINTEL. 8F16-OBI1T 25 SH 25 SH V LINE OF FLOOR ABOVE BF16-18/1T BF32-OB/1T SFi6-OB/iT w/ LINTEL RECESS 25 SH 2868 DOOR POUR SOLID w/LINTEL RECESS BF16-OB/1T. 3068 DOOR OPT. w/ 3010 TRANS ABV. w/LINTEL RECESS SF16-0B/1T 8F1606/1T POUR SOLID 3080 DOOR 1 H34 SH 67 =1 LINE OF FLOOR ABOVE U LINE OF FLOOR ABOVE 8F16-OB/1T POUR SOLID 8F3416/1T POUR SOLID 16070 OHGD FIRST FLOOR WALL/HEADER PLAN - ELEV. "K" SCALE: 1/4-1'-0" NOTES. 1. REFER TO DWG SO.I FOR GENERAL STRUCTURAL NOTES UNTELAND BOND BEAM LEGEND 1. ANON IBTOBErOW01 MMM I10581 IMMSM, COOM WBAR M!P6BIEIEIIOFSIRUCIME 2 wINnVAKBE/ANUP8BV@uW0RASBH1Wfff w".. 5 WWMHAUM8PANWW1 Wt?-fMBE PA131MESS®. l BOIOBFIYSEY•SYUMO. S GN" O0ffiLKMHMffVAY91EAMffl M 0F#1'FOBALL UIOS "GMATEM TYPEDEMT N F-R1SWMWf1U-MW r OW=0F/6MHWATBOTRM,0F UXIaOWMY' 8F16-1 B/1 T1 L OMMOFffiR MATTOP � IOI.NLHMO NOMMU Il 05HEMATTOPOLO) im 1-112" CLEAR Z i Cw ww m z i MREMBATMiiOM OW11 fAM' VAR" ICNGPAOYII®NtMa 7-5/8' ACTUAL 8" NOMINAL HEIGHT COO Fieldstone JpM C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERING: l = No. _ 29349 _ 0 IBRAHEM ELAYEB, PE ,0-r P.E.# 91476 ■ BENJAMIN NIESE, PE ��O STATE OF ge P.E.# 86025 10/30/2024 //SS10NA` ��G DATE 111 Michigan 3400 Auburn Rd Suite 200 Auburn Hills, MI 48326 +1 248.622.4035 Florida 12906 Tampa Oaks Blvd. Suite 150 Tampa, FL 33637 +1 813.466.3310 www.fieldstoneae.com Y Z 1-- 0 N O ~ W z � J LU J Cl) J w Q o Cr 0 ¢� Cl) r vi Lu (D U) J U < _ Cn 0r r� T 2 Wco U-1 o co EL N O (r L DRAWN BY: I FAE VERSION: 5.0 SHEET NAME FIRST FLOOR WALL/HDR PLN SHEET # S2.1 K MSTCM40 FROM (2) 2. BUILT UP COLUMN TO CMU WALL BELOW./ CONCRETE SCREWS MSTA30 FROM BASE OF (2) 2x COLUMN TO GIRDER BELOW CONT. ABOVE & BELOW COLUMN TO GIRDER BELOW OPENINGS PER SW6/S4.2 SECOND FLOOR WALL/HEADER PLAN - ELEV. X" SCALE: 1/4-1'-0' NOTES: 1. REFER TO DWG SO FOR GENERAL STRUCTURAL NOTES MSTCM40 FROM (2) 2x BUILT UP COLUMN TO PRE -CAST LINTEL BELOW w/ CONCRETE SCREWS 020 Fieldstone ✓�s+e►� iw '''�., C.O.A.# ARCHITECURE: C SF '• AA26002802e C.O.E.# ENGINEERING:_= No. 8 29349 = _ ❑ IBRAHEM ELAYEB, PE — 4: P.E.# 91476 � ■ BENJAMIN NIESE PE %�O STATE OF P.E.# 86025 �i�� ' FkORII)N O�?; 10DATE 24 01:1�i��. F'? 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 I � . I' i i L DRAWN BY: FAE VERSION: 5.0 SHEET NAME SECOND FLOOR WALL\HDR PLAN SHEET # S2.2K 7— (2) META16 J OR GIRDER PER MANUF. (2) META16 Z � N O PER MANUF. (3) 2X4 BUILT-UP STUD COLUMN � � I o� C7 � 0 LE PER MANUF. (2) 2x4 BUILT UP COLUMN k 812 CANTILEVER @ _ _ I@ GIRDER PER MANUF. (2) 2x4 BUILT UP COLUMN � � (2) HEFA16 ''.. '. (2) 1-3/4"xi 6" LVL OR GIRDER PER MANUF. I (2) HEFA16 W 13'-S' GIRDER PER MANUF. �I GIRDER PER MANUF- I @ FLOOR TRUSS 2x VERTICAL _ I REO. ATTHIS LOCATION FOR 2nd g1,) FLOOR STRAPPING. DESIGN FOR A CONCENTRATED REVERSIBLE WIND LOAD OF 2,000 LB FLOOR/LOW ROOF FRAMING PLAN ELEV. "K' SCALE: 144 1'D' NOTES: 1. REFER TO DWG S0.1 FOR GENERAL STRUCTURAL NOTES 2. REFER TO DETAILS ON DWG S4.1 FOR ROOF SHEATHING REQUIREMENTS MGT./ (22) 0.148x3' NAILS & SYS` ATR THRU TOP PLATE TO HTT4 (�P TOP OF (4) 2x4 SP BUILT UP COLUMN w/ (18) 0.148" x 1-111, @ BASE OF COLUMN HTT4 w/ (18) 0, 148" x 1-1/2, & 5/8" ATR ACROSS FLOOR TO CMU WALL BELOW w/ SET-XP EPDXY & MIN. 12" EMBED CENTER COLUMN UNDER ROOF GIRDER. TRUSS NOTES UNLESS OTHERWISE NOTED ON PLANS: 1. ALL TRUSS STRAPS TO MASONRY ARE TO. BE META16. 2, ALL TRUSS STRAPS TO WOOD TO BE SIMPSON H10A. WHEN INSTALLED ON EXTERIOR WALLS SHALL BE CONNECTED THROUGH EXTERIOR SHEATHING. (2) H2.SA TO BE USED TO MULTI -PLY TRUSS, (1) EACH SIDE w/801 NAILS MIN. SIMPSON H2.5A MAY BE USED ON JACK TRUSSES ON THE EXTERIOR OF THE WALL w/Sd MIN. 3. ILO TYP METAL TRUSS CONNECTORS, FRAME SCREWS MAY BE USED AT CONTRACTOR OPTION PER THE FOLLOWING: A) TRUSS TO TOP PLATE TO BE (2) SIMPSON SDWC15600 B) MULTI -PLY TRUSS REQUIRE (2) SID C15600 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. DISCLAIMER FOR PLANS FIELDSTONE AE IS NOT CONTRACTED TO PERFORM TRUSS REVIEW ON, THE CONTRACTOR IS RESPONSIBLE TO ASSURE THE DIRECT COMPLIANCE OF TRUSS MANUFACTURER LAYOUT TO THESE DRAWINGS & VERIFY ALL TRUSS CONNECTORS ARE SUFFICIENT TO WITHSTAND THE 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 Ini 311 OHO Fieldstone C.O.A.# ARCHITECURE: AA26002802 f S: ' ` C.O.E.# ENGINEERING: =� No. 93 201BRAHEM * * ROOF FRAMING PLAN ELEV. I'K" ELAYEB, PE -- = - - -0• Sc NOTES: P.E.# 91476 %�0 STATE OF •• REFER TO DWG 50.1 FOR GENERAL STRUCTURAL NOTES 2. REFER TO DETAILS ON DWG S4.I FOR ROOF SHEATHING REQUIREMENTS . BENJAMIN NIESE, PE /i�� '•FLORIDP'.•'���� ��` p,E.#86025 10/30/2024 //ss/ONAL �•? ��` DATE /111111/ 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 Y Z ~ O LLI 0 Z M LU _J Q W J z — [C Fn w U) LL LL J } 05 (7 (n _J C� Cr _ Cr C7 c,r } 2 W o ` a N STRUCTURAL SHEATHING, SEE PLAN ANO DETAILS FOR ATTACHMENT PRE-ENGINEERED 11/2" WOOD TRUSSES AT 24' O.C. MAX. -OR- 2x BLOCKING AT 2x RIBBON BOARD SHEATHING EDGES w/ (3) ATTACHED TO TRUSS 8d NAILS INTO TRUSS `�'/ (3) tCd NAILS, 24" O.C. CENTER MAX. CONTINUOUS SPACING STRUCTURAL SHEATHING CONTINUOUS STRUCTURAL NAIL PER TYPICAL SHEATHING NAIL PER SHEATHING DETAIL TYPICAL SHEATHING DETAIL TYPICAL TRUSS TYPICAL TRUSS ANCHOR PER PLAN DETAIL AT TRUSS HEEL > 91/4" ANCHOR PER PLAN NOTE: REFER TO ARCHITECTURAL DRAWINGS AND/OR TRUSS MANUFACTURER DRAWINGS FOR SPECIFIC TRUSS PROFILE INFORMATION. (i.e. HEEL HEIGHTS, SLOPE, OVERHANGS) STRUCTURAL SHEATHING, SEE PLAN AND DETAILS FOR ATTACHMENT PRE-ENGINEERED WOOD TRUSSES AT 24' O.C. MAX. TRUSS ANCHOR PER PLAN FASCIA, (SEE ARCH DWGS) BOND BEAM PER PLAN [DETAIL w/ HEEL < 9 1/4" Rol ROOF TRUSS ON MASONRY 11101/2023 NOT TO SCALE R WZ O aRrFYMEmusEEsexDD - KOSET HLN•IDNG3GA RAT IILMSB@Bro.C. srnwrPlW S EATMG PER PLAN SEATING PER PLAN 2RSACKNG LMEI Tta BG&NALM 7RASCROE6MWIDI --� EA. END. (p SOAC1510pTN.CS MVWTOEMTRE // SEDM IF - VIllE1'SETTSS46M21'O.C. _____________ S61TfGPHRAN 21ARM N 6A MIIEY TMATS WL W CCMG11 TPISRW Q, 18d 31114 MALS - WIT01111GPOOF1gOEYTRISSWLE)TO R.NNy10dG111101,10 D Ros TRUSS VALLEY SET OVER FRAME 11.01'2023 NOT TO SCALE R W G-060 a 2 2 a 2 9 a 2 3 PDCf Oj GABLE 2 END a 2 C EO 102 - STRLTIAMLSMATIMIGSB: PUN ND RSETONNINWAIMPORSPMAIg0RiR4M / DETADSFMATTMAW YYLMVLTII. MFMM& f0A S®i iMXB PIAE IINEI71Ml Pi11Mg1�M490PL UE1WB1 , TKM ATN'OD, MAX 1 1'2' 5 -OR- 2111MI GATSFATHGSWOAMd 2, REM BYMATP08MTALW* WASMIDMISS P IWWLS,2/'9.C.CB.'I MAX SPACMG YPfAL CONIId101NSRlXTLWLS1E111NG NLL - PERTSFATMGDEtAI CpNGI iINSTRLTLRALSEATMG NIL PBITRGLSE INI)EX FPNMGPERRAM -. RMNGP R DBNLATTM.E811�r11H' PLAN SIFIrRI SIS M16,SE:R.MAID -_ IMENT DETAITKIMTA WOL, FPE91C>r�M000TII�AT2CO.C. -- MAX TPLMSNLIGPPEIPVN FSIIEEPERPLAN m PSM(t£IACNDNI 03MMSBUCTFMSFATHIGML PEI11PfkSEAT NODERL DETALATTYPDLTRLSSOM <IT +/- W20 4" TIMMATIIOMBIC MLIIP MAETIEM MT)TEffrYKID MOMGSEOFTEIa M OPTIMAL OPTIMAL FETMIX OERLUTUIMNTEMP1111COMNGLMLOADRAIR IEWLT'tPG4TlMLWNE.'IORTMOIFNfIf.MHTMGEIOBQEER1PMiB. 221/2° IXT.MEITHGOCNUMAWMIT WBCD1.®WM&MFT. TRUSS OR L FgTNLMX MIHCOM&IMFU71. 7D7CPRAEONNNEOFTEMW. TRUSS OR 3 OPTIM L RA�R TRUSS OR RAFTER TRUSS OR RAFTER IDq�IMLL1IMVLLLTBIETYMTET)MIID07EECIUMMFASN0. FA. 30° M RAFTER MFNMMCOMIII,OINAIDMLLiR11BF�C01M1®MALI.PIiT' SDWC16600� (2) SDWG75600 (2) SDWC15600 (2) SDWC75600 e MMFNLTEPfA11M68SWMFRMTM 10TIPRAIE,EXrSBPMGM WN xuaaxowuTMLmEDaMMEDMEwL nFr. m m m m OVERHANG 1/2 tOV4ERHANG OVERHAN4G77(4 OVERHANG OVERHANG PER PLAN ® PER PLAN PER PLAN PER PLAN PER PLAN SPNUSOM OMSGMTp1A $NSESDATGCOMENARATGNB Od.MIESMMMOMIR HT[NA4 DpAES)MMIFIM701IM 1/�2"-E/8�L t/7END„ 1mIID MMOPSETFIROMUM jlN$RM w"RiSND) (TRLMSMIM®.1YIIIISUD) RHNBWWRSMrm IBTAOTHOLIGHTM.BBMNTERKIDTOPMTE NSTALLIHGLGHTOPPUTENTOTM13 RVIEt NSTAILTINgllSTM PLATEMIDTMX61SF1Bl NSTNLTIIGDTIITPPIATENID 1L4WLT OOTOPPIAIEMTOTRI.@31WFlEIt T AISMAFTEt Roz ROOF TRUSS ON FRAMING 11'01 /2023 Ros TRUSS/RAM TO DOUBLE TOP PLATE SCREW CONNECTIONS 11 /01 /2023 RWW-020 RWW-030 STRUCTURAL CONIT. 2X4 w/ (2) CONTINUOUS CONT. 2X4 (MIN.) w/ 12d NAILS TYPTM.MSCO100PEIPIAN STRUCTURAL (2) 1Od NAILS SHEATHING PER PLAN STRUCTURAL ,S,LT SHEATHING, SEE SHEATHING PER PLAN --- ...: -- DSSD0WATTPO.OMM12d PLAN FOR SEE REQUIRED T.OMLI01®IRVYNB DAT ITWIO`I RAIIFORATTNiMDID 2%4 OUTRIGGER AT 24" O.C. REO'D AT _ --- T)BWSFABDTGig155 ATTACHMENT ,' ,' BRACING PER TRUSS �� OVERHANGS DSGREAT TOP CH RD OUTRIGGER TO MANUFACTURER 10d TOENAILS @ ATTACH TO GABLE DROPPED TOP CHORD ' ,' PPF91EE0�TM646ATN'O.C. l2) A35 @ EA. TRUSS w/ (3)10d B" D.C. TRUSS TO wl TYP TRUSS CONNECTOR PER PLAN 2NVWEIRMIMMSI.P7OG X. HORIZONTAL BRACE, TOENAILS OWSEAMPERRANNU - TOP PLATE ONE EA. SIDE fEUOMDYBIYNSIRNIY MNBIDCAGIM OR BAYSLATDM�IWLATTACNATFA BON STRUCTURAL 12dMBM1.4WLMIIMMTDSLRTMGATM'O.GMiIML �,�,0 WALL FRAMING ALONG TOP PLATE SHEATHING PER PLAN DROPPED TOP GABLE w/ OUTRIGGERS NHS. SFATIMPEIPLM PER PLAN REQU AT 170 MPH OR GREATER CONf.DNM'Q 121WL3 CDUMA(L�PLMF RYET. -.- WOOD 2X4 BLOCKING @ CONT. 2X4 (MIN.) w/ Of IETAMAT SDCATG EDGE NAILING SHEATHING EDGE (2) 1Od NAILS - - IN LIEU OF BLOCKING AND w/ (2) 1 Od @ EA. SIMLTlGAL9EITIMISPEIPLW END TO ADJACENT 2X4 LADDER FRAMING AT EDGE NAILING SHOWN WITHIN THE GABLE, IT IS TRUSS WEB 2A O.C. P O'D AT BLOCKING AS REQUIRED 3 f"WJLSPGND@N121 R07 WALL BRACING @ NON-BRG. EXT. WALL (NONSHEAR) 11,01/2023 ACCEPTABLE TO USE (OR BOTTOM OVERHANGS UP TO 15". FOR BRACING 8V RUSS a DG7GEERORMI SWEL coroNWASEA MDBYW) CHORD NAIUNG ATTACH TO TRUSS TOP' MANUFACTURER. ��� SPICING 'EDGE NAIL SPACING TO PERMANENT TRUSS NOT TO SCALE RWM-070 AS SHOWN) CHORD w/ (2) 16d NAILS BOTTOM CHORD OF TRU55 AT 16" O.C. BRACING PER TRUSS TO TRANSFER LOAD. 2X4 BLOCKING @ SEE REQUIRE MANUFACTURER @ 10'0" _ TOE -NAIL GABLE TRU55 w! SHEATHING EDGE w/ VERTICAL WEBS AS BRACING PER TRUSS MAX. SPACING. EDGE NAILING (2) 1 Od @ EA. END NOTED IN THE MANUFACTURER (1) ADDITIONAL FLAT 2X4 SHEATHING TO ADJACENT STUD FRAMING SHEET A -A A -A (i.e. BSCI REQ'MTS) WITH BLOCKING SPLICED SHE✓\THING. TRUSS NOTES I EXTENDING A MIN. OF (3) 11 TRUSS BAYS PLACED BETWEEN PERMANENT (3) 1Od NAILS @ (3) 1 Od NAILS @ TRUSS BRACING EA. TRUSS CHORD EA. TRUSS CHORD (RESULTING IN INO' MAX. NAIL BOTTOM CHORD BRD1 MFrRATEM11R'D11M1PINCIGPBOL156470 2LMER*MIW@r�k0MGTF= FIBIGIX E IEiSIMW/�VlME2Nl'SICICF OVERALL BRACING) OF GABLE TRUSS w/ WT1F4L1'PLWAS9SNDT'BB0I. IGIRIHp®IITAL2t MEIMMIiGOFSEI"NAMNG IBN'DIGWATEPOWIl5ERVAl'BM/S, 12d's AT 4"O.C. SDG7IGUEIPIAE HORIZONTAL 2x W&'L*MQS*1219170GPDICIEDBT0P0 MASONRY BLOCKING BETWEEN pt2I1DEM13 F_ WORM ILLI) DBE1ALDTE.ENAORRAOSEANPERRAI FIRST BAYS OF SEE PLAN FOR FOR RAMBEI I®VAIXTED MUMSE RMAN) ETAL FRAMING TO Si RNIFd1ATGCfIB1fOFALL A•A MroEA•A DAASONSPO ATTACHMENT OF ALL PERMANENT BRACING STMLTUMLSEATM& 1.S,�a,� RROOF STRUCTURAL SHEATHING. w/ 10d @ 4" O.C. SWAT" Ros END TRUSS BRACING DETAIL 11/01/2023 STRUCTURAL GALBLE LEND TRUSS DETAIL 11/01/2023 NOT TO SCALE RWM-090 ROgC NOT TO SC4�iEATHED STRUCI URAL GALE) RWG-093 RUCf GABLE GABLE (ROOF PRCH 212212MB:14 (ROOF PITCH 7:12TO 1217 S Z 2 2 2 F0 3E 8 a HIP ROOF.SNEATHNG NUB — FOOFFASTEIl1GMAES NDTETI'=41FEETNALLCASES 1 2 9 PANELM)M MEN) 8.OD. S'O.c. rot, 1992'SHEATHNG(4gR0 SPAN ANG SHANK NNLS: 0.121'0-1td' PANE RIE D NALISIGG N S'O.c, B•O.c. S'.O.G MTEO PL%w OR OR FOR SAW WIND SPEED 170 MH OR GREATER, EN F'NSWILLBE±O.C. ALL IDS HEAD OR ZONES NOTES: 1. WOOD SRDCTUIM PANELS LSD AS ROOF 310T IM WALL BE ISTALIDWITH JOINTS STAGOEIEOSLONG SIR OF PANELS PL'APBDICIAARTO ROOF FMLEING LaEEL4 ROOF SHEATHING ATTACHMENT DIAGRAM STO SCALE RWG-112 4 =680 Fieldstone C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERING: 29349 0 IBRAHEM ELAYEB, PE P.E.# 91476 ■ BENJAMIN NIESE, PE P.E.# 86025 10/30/2024 DATE \``•,o��J AM � SE �i NO. tfb - 5 � v STATE OF 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 CD CD `1 J m Y r ~ LL zt Z M 7 LU UJ W Z LL oo Q J cf) LU LL O W 0 'd Tn J U M W ~ � CS o o= } 2 00 1 M W Q L DRAWN BY: I FAE VERSION: 5.0 SHEET NAME DETAILS - ROOF SHEET # ''�/ss%wa ����' S4.1 PIGBA' TR.66 / PFAYANLF. flEAf. 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HEADER CONFIGURATION DORNNAWTpIBEWUOwMM 0RHCTwwflEFatMMwRCONFEAANTMEl1 11 11/01/2023 WGW-050 T W OF IEACERAT BDETpE OF 101' RATE MWSTIAPIOCAMAIMMEM CCIM PLATE HEIGHT PER PLAN 3CRPPRESROS - WFMCCUTFIATRA7E1SE" RATE AT 0BL MIL RBAP IODIMW ALTPA WIGNEI CCK111=DAIME&IMPLATE 2xRLL16EIrpDSRA*PBlHA0E1 REPLANPLATE �11 HEIGHT PER PLAN FEADEIPERPUN 8MAE•wwCRRAT2,BLAD@ DM.ORS'WOE@ILSIm aAUSM-11M EBPE1 PAA4WO NUt EAIMPER RNIWMEARWNL SCHEME OftlI LMEOIRFLAT& P)MLLRATE DW OR DM U STRAP PER RML BADE) OWBORRBMWALLSEVTNO 2.31LRATE*SILAIO 0RA(E REPLAN SRW MOFNIIS@FA END BID IEOIH SRBPo,PApT'48Q CSD D(90.HH2.1W' r to CS18 (?190.TNt2.1W' Ir I ,785 C111me pgaWSs,Fr 2r 40 %1 FTAO SHEAR WALL 11101 /2023 WWZ20 000 Fieldstone ,.�` pM I /•,,� C.O.A.# ARCHITECURE:� F F� AA26002802f. , C.O.E.# ENGINEERING: =` No. 86 29349 _ 0 IBRAHEM ELAYEB, PE��� 4, P.E.# 91476 ■ BENJAMIN NIESE, PE %�O STATE OF Ake P.E.# 86025 10/30/2024 DATE Michigan 3400 Auburn Rd Suite 200 Auburn Hills, MI 48326 +1 248.622.4035 Florida 12906 Tampa Oaks Blvd. Suite 150 Tampa, FL 33637 +1 813.466.3310 www.fieldstoneae.com O O J m CV Y z H o O w� J W LUL ,r V LlJ LJ � Z — orr 0 co LL 4 -i Cf)J C7 LL Q J U j U It (D C\j> x i1J o m [L "' w O H r L DRAWN BY: FAE VERSION: 5.0 SHEET NAME -7 DETAILS - WALL SHEET # S4.2] 21KNEWALOBP116MROORTRU55SMSW -. 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C3 n Un J U W w m (D a m CE c\j} x ra LU Q F- - L DRAWN BY: I FAE EVERs'ON: 5.0 SHEET NAME DETAILS - FLOOR SHEET # S4.3 STRUCTURAL SHEATHING. REFER TO R, 1;S4A FOR NAILING & OTHER REQUIREMENTS INSULATION AS PER SPEC. PRE-ENGINEERED ROOF TRUSSES REFER TO TRUSS MANUF DW ASPHALT ROOF SHINGLE (OR TILE PER SPEC.) TRUSS STRAP PER ROOF FRAMING PLANS ON S3.1 & DETAILS ON S4.1 SHEETS FASCIA PER COMMUNITY SPE W, 232V5WAW ACE B2COC. MAA I MFAiATTACHMEAROOF7IpC5VSW DNUB WL2r11CIQRATTBA FE EN PER WM1F, ATTACH TOEAYR. FACE W 11)1DWLorm"WAGlq PAIRATTMHIUMP8WNIF, SOFFIT & OVERHANG - RL IN H IN .pA<� PER SPECIN BOND BEAM PER FIRST FLOOR LINTEL PLANS ON S2.1 & DETAILS ON S4.2 SHEETS / \ � LAN.220TIGLSRICE®2COC.wx 9M,IF' ATUCnOFAR00FTWOM im WA& �'' \ WALL CONSTRUCTION PER FIRST Wi24HN8ATial FR®DPER FLOOR LINTEL PLANS ON S2.1 MW.AITACIro FAYM, FACE i4 AND DETAILS ON 34.2 SHEETS I I / IwMl w0p. 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TRUSS STRAP PER ROOF FRAMING PLANS ON S3,1 & DETAILS ON S4.1 SHEETS - FASCIA PER COMMUNITY SPEC. - SOFFIT & OVERHANG PER SPEC. - BOND BEAM PER FIRST FLOOR LINTEL PLANS ON 32A & DETAILS ON SL2 SHEET - PRECAST LINTEL PER FIRST FLOOR LINTEL PLANS ON 52.1 & DETAILS ON S4.2 SHEETS - OPENING w/ PRECAST SILL PER PLAN - WALL CONSTRUCTION PER FIRST FLOOR LINTEL PLANS ON S2.1 AND DETAILS ON S4.2 SHEETS EXTERIOR - WALL CONNECTION PER FOUNDATION PLANS ON SI A AND DETAILS ON S1.0 SHEETS 0'-0' FIN. FL. - FINISHED GRADE - MONOLITHIC END.. PER FOUNDATION PLANS ON S1.1 AND DETAILS ON S1.0 SHEETS ATYPICAL 1 STORY WALL SECTION 00/12/2024 G NOTTO SCALE WSM-021 DRUPIBIE 1 /2" Wmw1uPVLro *XokMIA11AW 1 1/2' Ilk 1 *'&T' 0110F WNBI®roriWf13 PER RErA WJM WN1F.A&glIBD11d6 fiOULICI ID. a Sam PLAN NVDIIA m3meam �PrADETAILS /, 2/2D2, WSG-1D1 KOPH1LWSERIMPER TOP OF FLOOR WIIF. - 9H.P91PIA16 LWPaIWAUF I3CSrW6E13I K8TO BKO R0011131191G•IPif PLAN TOP OF FLOOR 9FY.PBf TNAifJOfTP9111VAF. ISCSIIW IlEANOWTO 111100 s10 TYPICAL STAIR DETAILS 2/28/2022 wsG-iO3 ��STAIR LANDINGdit, STAIR LANDING �I gEy.l$I�Epgl HEY.i APCHPIMf AACMPLVB 2ASRDORJ06Ts191ao.Cro ffVV11Y M L1Ai>0 araRmRbsrs a xo.c ro aEW a uare HALM HVwS PMWAM OMWAM p W6IrfMSSCR616BEA P)M FAM MFA Slrl�lroal/r1AucC5an1NW'BBOuoro36W L9C9mAr9iAsiA11fr81ro ypro,Mlroc,stAH�LDII1ERDwr IIriA, 2A125rAR 6117A8i 2Al2STAEM O61 87ICAL STAIR DETAILS 11112/2021 WSG-105 2 PER ELEV. INSULATION AS PER SPEC. INTERIOR - STRUCTURAL SHEATHING, REFER TO FIT 1/S4.1 FOR NAILING & OTHER REQUIREMENTS - ASPHALT ROOF SHINGLE (OR TILE PER SPEC.) TRUSS STRAP PER ROOF FRAMING PLANS ON S3.1 & DETAILS ON S4.1 SHEETS TOP OF WALL (REFER TO ELEV.) FASCIA PER COMMUNITY SPEC. SOFFIT & OVERHANG PER SPEC. PRE-ENGINEERED ROOF TRUSSES, REFER TO TRUSS MANUF. DWGS STRUCTURAL SHEATHING. REFER TO W01/S4.2 FOR NAILING AND OTHER REQUIREMENTS SOfRPNB3<27 - IfL 2UV9RlYL3FICE42rDC W% SP/GF'ATDiNT0FARD0Fig1 V9 D WAS \, AHBQMRATTBLFIADDPER WWF, ATrACHrouma.maw (1)10DNLL(2 WMAXVACW PAIflAT1A01IMP9HWNF, M1212YerIG13RACEgNOC. WX SPM ATTACH TO EA ROOF Tf M d 01 im MU FLOOR JOIST OR TRUSS SYSTEM WL tII1OR 8ATTaA FAD PER & DIRECTION PER STRUCTURAL WMF.ATfACHroFAY8R.8wGElY (-0 tm wauro c MuSrAaA� FLOOR CONNECTION PER FLOOR FRAMING PLANS ON S3.1 AND DETAILS ON S4.3 SHEETS - 'AhEATTACIUMPBIM0. A RIM BD. OR TRUSS PER FLOOR FRAMING PLANS ON S3.1 AND \ DETAILS PROVIDED ON S4.3 SHEETS TOP OF FLOOR 2V<9OHfFM0<3AP (REFER TO ELEV.) INSTALL M0•SPAN BLOCIONG @ATTEN) WHEN REQUIRED BY MANUFACTURER BOND BEAM PER FIRST FLOOR LINTEL PLANS ON S2.1 & DETAILS ON S4.2 SHEETS EXTERIOR WALL CONSTRUCTION PER FIRST FLOOR LINTEL PLANS ON S2.1 AND DETAILS ON S4.2 SHEETS WALL CONNECTION PER FOUNDATION PLANS ON S1.1 AND DETAILS ON S1.0 SHEETS 0'-0" FIN. FL FINISHED GRADE MONOLITHIC END., PER FOUNDATION PLANS ON S1 1 AND DETAILS ON S1.0 SHEETS soa TYPICAL 2 STORY WALL SECTION 0e112/2024 NOT TO SCALE WSG-043 ORO Fieldstone C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERING: - 29349 ❑ IBRAHEM ELAYEB, PE P.E.# 91476 ■ BENJAMIN NIESE, PE P.E.# 86025 10/30/2024 DATE 4:1� -\ No.86 '0 � __ O STATE OF 4k/ '•FLORIDN �2 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. fiel dstoneae. com CD CD `L J m N Y Z O J 0 ~ W W Z 5m Lu Q W00 W J � zCc a -I cn w CO u- U C0 w W 0 Q 'U o (n Co -I C, �N } 2 �d N 0 F- L DRAWN BY: I FAE VERSION: 5.0 SHEET NAME DETAILS - FLOOR SHEET # S4-3-1 FASTENERS ALLOWABLE LOADS CONNECTOR QTY TYPEDbs)@ GRA.VIT'f 1-0 UPLIFTjibs)1.6 LATERAL (Its) @ 1.6 METAIG a 0.148"x1-1/2" - 14SO F1.340 F2. 770 ffETA16 9 0.148"x1-1/2" - 3810 F1-340 F2.770 (2) META16 I-Pty 10 0.14EN1-1/2" -- 1875 F1.680 F2 . 770 (21 META76 14 0.162"x3-I/2" '- 1795 Fl : 1285 F2: 1080 (2)HETA16 I -Ply SO 0.148"x1-1/2" -- 1920 F1 680 F2: 770 (2) HETAI6 12 0. 162"x3-1/2" -- 2365 F1 . 1350 F2 _. 1430FI: 1110 I20 F2: 90 4 1/4"xl-3/4" CONC SCREW Km 3 8'ENHD8250 2435 6 3/4"z 236 0.148"x3i 4" - 3460 14 0 148"xl 1/2"99028 0.14Exl 2" -- 198014 0.148"xl- 990 M210-2 18 114"x23/4"CONC SCREW 35. 1800 -- 10 0.149"x 3" HT516 32 0.14E"zl-1/2" - 4,890 - 2 HTSIG 16 0.148"xy-1 '" I310 HT520 2a 0.148"xl-1/2" 1310 LSTA12 30 0.148"x2-1 925 LSTA78 14 0.148"x2-1/2" 1235 -- LSTA30 22 0.148"x2-1/2" £640 -- MSTA24 18 0.148"X2 2"- -- 1640 -- (21 MSTA24 36 0.148" X 2 1.12" 3,280 MSTA36 26 0.148" X 2 2" 2,050 (2)MSTA36 62 0 143" X 21/2" -- 4,100 -- MSTA30 22 0148"z2-1. 2" -- 2050 - MSTC28 36 014E"z 314' 3,460 MSTCS? 62 0.14E"z3-114` 4735 MSTAM24 1,425 -- 5 1 4" X 2 1/4" M5TAM36 13 0.148" X 3" - U70 8 I/4" X 2 4" 12)MSTAM36 26 16 0.34E"%3" 14"X2 4" - 3740 -- MSTCM40 10 1/4'k2-1/4"CONIC SCREW - 2800 14 0.148"1- 4" MOT 22 0.148`k3• _- 3965 F1.775 F2:525 1 5 "ATR HGT-3 16 0.148N3" -- 30,790 -- 2 3/4-ATR VGTR ort 1 5 "ATR _ 2225 FS. 650 F2630 16 1/4"x3"SDS VGTR/L 2 5 8"ATR _ SSa5 32 1 4"x3" SDS VGT 1 5 8"ATR - 49d0 16 y/4'k3" SOS (2) VGT 2 5/8"ATR 7185-2PN 889032 3 FF1,1 3 4'k3"SD5 DTT2Z 1 1/2" ATR 14N3"SD5 1825-2x4 min8 21454212,4 min HTT4 1 5/8-ATR -- 3610 -_ 18. 0.148"x3-2 " HTTS 1 5/8"ATR -_ 4670 -_ 26 0.148N3" HTTSKT 1 5 8"ATR -- � s -- 26 SD 4110X2-1/2" A8U442 1 5 " ATR 7570 7900 -- 12 0.162"z3-1/Z" - ABU66Z I 5/8"ATR 1820s 2475 -- 12 0.162"0-1/2" H2.SA 10 0.131"x2-1/2" __ 565 F1. 110 F2110 N10A 1s 0.148"x1-1/2" - 1340 F1:565 F2: 285 H10A-2 18 0.148"X1-1/2" __ 1080 F1.680 F2: 260 HUC48 14 1/4•k2-3/4" CONC SCREW 3500 113S -- 6 0.148NT' HUC414 24 1/4-x2-3/4" CONC SCREW 508S M5 12 0.148'k3" LUS26 4 0.148"x3" 865 1165 SPH4 12 0.149NI-1/2" __ Side: 640 Censer. 1280 OTC Lila, 4 3/16'k2-3/4" CONC SCREW Fl . 85 F2. 135 2 0.131"x2-1/2" A35 12 0:131"x1-1/2" __ _ F1:650 F2. 670* SDWC15600 1 SDWC1SGW -_ 615 F1:130 F2.225 SDWC15450 1 SDWC154SO 29S F2:150 HTU26 20 0.162-0-1/2" 3200 12SO -- 14 0.148'k3" LGU3.63-SDS 16 1/4" X 21/2" 6,720 5$55 -- 12 1/4"x2 112° HDU8-SD52.5 1 7/8"ATR _ 7,870 -- 20 4" X 2 1/2" SDS HDU11-SDS2.5 1 1" ATR 30 1/4" X 21/2" SDS THD26 2D 0.162"z 3" 3940 3240 -- 20 THD28-2 28 0. 162"x 3" 4310 4860 - 16 0.148" x 3" PRECAST LINTEL GRAVITY LOAD TABLE v4. LOADS USTED HAVE BEEN CALCULATED OR COMPILED FROM A PPROV ED MANUFACTURERS: CAST-CRETE, LOTTS CONCRETE, QUALTY PRECA5TCO. NMXtWMLOADIPLF) APPROX. UNTELLENGTH MAX. CLEAR OPENING TYPE A 8"UNTEL 8" TYPE B 8"IYPEC 12"TYPE R 12'TYPE C 14` TYPE B" } EC*' 16" TYPE B 16"IYPEC 20' TYPE B 20"TYDEC 24" TYPE B 128" 24"TYDEC TYPE B 28"TYPEC 32" TYPE B 37"T;YPEF'. 71U' 1.6" 2231 3069 3719 3280 5163 6607 8054 I 9�02 10000 3069 460.5 ..'; :. 3. 7547 8974 .10" MM , 3'.6" 2'2" 2231 3069 3719 3213D 5163 E60' 8054 9502 IOD36 3069 6£13 : 7547 8974 .10000 lbaw ^. 4'0" 2`8" 1783 `N'1 2751 3280 3820 4890 596i 7034 S107 2561 •'; "; 7547_ 8 774 ::7Dow Iooa0 4`b" 12" 1343 1969 2110 2992 2931 375ti 457E 54W I 66224 1969 4375' 7019 $572 10000 1000 4'8" 14" 1217 1s19 i438 1716 1%9 2560 3-32 1 36S6 4249 1349 3090 4557' 5365 4766 5817 7074 8213 5'a" 4'0" 300E 1345 c38 1 a I •999 2560 3132 3086 1 464 1349 309D 4117 5365 476E 5817 7074 8203 5' L0" 4' 6" 860 1105 ic.�.f; 1631 p90 25a9 3C09 347:,' 1205 2522 4242 1 4360 1 3942 4999 5817 ;.6662 6`61 52" nD :_36 3430 3031 3707 4 S� 5061 1232. 2177 2.739 1 3480 5381 8360 8625 7590. T5" 62" 570 9'3 '1725 "oC 2632 2205 2698 3191 3635 991 1729: 2108 2632 .389E 5661 .2 1. E•4" 7'0" 488 699 _o"v "-. 162E 2564 3486 28-8 3302 699 1245 ': 1516 : ,:;1843 1 2564 1 348E 2964 3387 :.. 9.4" 80" 416 - 1160 N/A 111 625 2 64 348e 2818 3302 699 _ 2564 3486 r. c W 6P 5 2" 354 3 890 N/A 1247 2793 1 2163 2536 _ 535[i P90 N/A Iu' 1366 _ 2093 _2777 2781 : "r , 3127 4006 y1`d" 11P 0" 315 67 184E 4 3 567- 94S 18a6. 2423 .;.„75 12'0` 108" 292 525 N/A 1254 1684 1193 2805 3552 525 873 ': ;;4Y A �:::. 16M 2193 .' IT61 11. 2" 277 47'. 755 M1;14 1075 1428 1836 2316 28M 471 755 N/A.; 1075 1428 1838 73'4' 170" 255 471 755- -N ''_ _-.075 142E 183P 231E 2535 471 755 NIA : 1075 14281838 231E 14'0' lY S° 239 424 7D6 !002 13326 1697 2127 2278 424 706 NIA ICO2 1328 1697 2177 2630` 74'8' 114" N/A N/A N;A +::A N/A N/A N/A %,A ^1!A N/A 783` NIA 1 1234* 1421* 1779* 2188` 2652* is, IV 140" N/A N,'A N A *",A N/A N/A N/A N,A NIA N/A 710* �NIA ,.,�1 1160* 1331' 1660' 2D32* '. ,•. iP 4` 260" N/A N/A N/A NIA N/A N,'A N/A N,A N/A N A. Itur 1379* 1571 19'4" y8'D" NIA N,'A N/A NI/A N= N/A R N/A .;%0* U77* i415 .2D'Q' 28`8" N/A N/A N A N/AN tNIA A 845* N A N/AN/A:'' N/A N/A N/A 24'0" 278"N/ANiA 11AI'. `PRESTRESSED "9'W/2"RECESS LFUNTELS Type A= UntMean0 Reber; IYPe S=C atimiousC Out, Sree(Pe manmB ra Beam Un1Y; IYPe C=I.OnCutuUS (irOUC,]te21 Per Ptahmtl a Ream & Lintel 140 WINDSPEED CHARTS 2020 FL - C & C Pressures (Aso) BASED UPON 10 SOFT AREA Roof Pressures Wall Pressures Gable Roof Pressures Hip Roof Pressures Zone 1 Zone 2 Zone 3 Zone 1 Zone 2 Zone 3 Zone 4 Zone 5 19.1 -36.4 N/A I N/A 19.1 -47.3 19.1 1 -34.2 N/A I N/A 19.1 1 -47.3 25.7 -27.7 1 25.7 1 -34.2 Zone 2e Zone 3e Zone 2e Zone 3e 38.2 1 -83.7 19.1 -68.1 19.1 T- 77.3 N/A N/A Zone 2n Zone 3r Zone 2n Zone 3r 19.1 -58.1 19.1 -69.0 N/A N/A N/A N/A Zone 2r Zone 2r 38.2 -i05.4 19.1 -47.3 -------- Components and Cladding Pressures (ASD) - 2020 FL Positive Ne ative Width Height Effective Pressure Pressure 16070 8070 3069 3080 LEGEND 8x8 FILLED CELL W/ (1) - #5 REBAR - - - - BEAMS ■ 7 r 8x8 FILLED CELL W/ (1) - #7 REBAR HEADER - WIDTH TO MATCH WALL ------- GIRDERS OI 8X8 FILLED CELL W/ NO REBAR REDD--------_ --- PLUMBING WALLS (FOR REFERENCE) BEARING/SHEAR WALLS (FOR REFERENCE) 45" CMU - FILL CELLS W/ #5 REBAR ROOF BLOCKING 12xl2 FILLED CELL W/ #4 REBAR (IN WALL)' BALLOON FRAMED 72x12 FILLED CELLW/ #4 REBAR WALLS/HIGHER BEARING WALLS (IN COLUMN) • CONCRETE TIE BEAMS ELEV ELEVATION INDICATOR PLUMBING PENETRATION FOR - FRAMING LAYOUT DETAIL INDICATOR (HDR SIZE LINTEL OR WOOD HDR DESIGNATION OPEN SIZE (ALL WOOD HORS TO BE (2) PLY U.N.O.) (S T---- BRACED WALL LINE ABBREVIATIONS: AB ANCHOR BOLT EA EACH INT INTERIOR AFF ABOVE FINISHED FLOOR ELEV ELEVATION JST JOIST ALT ALTERNATE EMBED EMBEDMENT MAX MAXIMUM APPROX APPROXIMATE EN EDGE NAILING MFR MANUFACTURER ARCH ARCHITECT/ARCHITECTURAL EO EQUAL MIN MINIMUM ATR ALL THREADED ROD ES EACH SIDE MISC MISCELLANEOUS ELK BLOCK EW EACH WAY MO MASONRYOPENING BLKG BLOCKING EXP EXPANSION NOM NOMINAL BOF BOTTOM OF FOOTING EXT EXTERIOR NTS NOT TO SCALE ROT 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 OONTROLJOINT GALV GALVANIZED REOD REQUIRED OLR CLEAR GDR GIRDER RO ROUGH OPENING CMU CONCRETE MASONRY UNIT GRD GRADE Sc STUD COLUMN COL COLUMN GWB GYPSUM WALLBOARD SHTG SHEATHING GONG CONCRETE GYP GYPSUM SIM SIMILAR CONT CONTINUOUS HD HOLD DEL DOUBLE HDR HEADER SPF SPRUCE FIR Michigan 3400 Auburn Rd Suite 200 Auburn Hills, MI 48326 +1 248.622.4035 Florida 12906 Tampa Oaks Blvd Suite 150 Tampa, FL 33637 +1 813.466.3310 www. fieldstoneae. com O O W � ~ Z W J to 0 w W 2 Z - 0 Q Ci) ~L 00 ¢ I (n Lu U) LL O W r cn C7 Tn J U ¢ 0 7 } S W o ma to W � N I FIR #1/#2 OR BETTER DOWN SP SOUTHERN PINE #2 OR BETTER - EU OF TYP TYPICAL ODO Fieldstone C.O.A.# ARCHITECURE: AA26002802 DRAWN BY: FAE C.O.E.# ENGINEERING: % No VERSION: 5.0 29349 O IBRAHEM ELAYEB, PE - - - SHEET NAME 00 '• :' �z .REFERENCE P.E.# 91476 ■ BENJAMIN NIESE, PE %�O STATE OF Qj�` CHARTS P.E.# 86025/F F�OR�Dp •' ���; SHEET # 10DATE 24 S5.1- I FIR #1/#2 OR BETTER DOWN SP SOUTHERN PINE #2 OR BETTER - EU OF TYP TYPICAL ODO Fieldstone C.O.A.# ARCHITECURE: AA26002802 DRAWN BY: FAE C.O.E.# ENGINEERING: % No VERSION: 5.0 29349 O IBRAHEM ELAYEB, PE - - - SHEET NAME 00 '• :' �z .REFERENCE P.E.# 91476 ■ BENJAMIN NIESE, PE %�O STATE OF Qj�` CHARTS P.E.# 86025/F F�OR�Dp •' ���; SHEET # 10DATE 24 S5.1-