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HomeMy WebLinkAbout37708 Dusty Saddle Ln370-Roosevelt Cmu Garage Left - Elevation - J SHEET WEX NUMBER: SHEET NAME: NUMBER: SHEET NAME: CS COVER SHEET C5-3 SQUARE FOOTAGE CALCULATIONS A-32 MISC DETAILS F-I?J FOUNDATION - SLAB PLAN A-33 MI5C DETAILS A-3.4 MI5C DETAILS A -ID FIRST FLOOR PLAN A-20 SECOND FLOOR PLAN A-310 FRONT/REAR ELEVATIONS JR200F PLAN A-321 SIDE ELEVATIONS J A-4.0 BUILDING SECTIONS E-10 ELECTRICAL PLANS - FIRST l SECOND FLOOR P-0.1 PLLJMBING RISER DIAGRAM GENERAL NOTES THE STANDARD GENERAL SPECIFICATIONS FOR AMERICAN HOMES 4 RENT A AMH DEVELOPMENT SHALL GOVERN EXCEPT AS MODIFIED 4 SUPPLEMENTED BY THESE PLANS. THESE PLANS HAVE BEEN DESIGNED TO MEET THE REQUIREMENTS OF: 2023 FLORIDA BUILDING CODE, RESIDENTIAL. Bth EDITION OCCUPANCY: SINGLE FAMILY RESIDENTIAL CEILING GONSTFdUC -ON, I. THE GERAGE SHELL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2 INCH 021 —) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH WADITADLE ROOMS SHELL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE By NOT LESS THAN 5/8 INCH (15.5 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION 15 A FLOOR -CEILING A55EMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2 INCH (71 —) GYPSUM BOARD OR EQUIVALENT. EXTERIOR FINISHES: THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION SHALL BE PER THE CURRENT APPROVED BUILDING CODE AND ASTM CW6. INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER THE CURRENT APPROVED BUILDING CODE AND ASTM C 1063. EGRE55: I.EACH BEDROOM MUST WAVE ONE WINDOW THAT COMPLIES ESWITH EGRESS CODES, IF THERE 15 NO ACCESS TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST WAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM 2. IN DUELLING UNITS WHEN THE OPENING OF AN OPERABLE WINDOW 16 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOROPERABLE SECTIONS OF WINDOWS SHALL NOT PERMITOPENIN35 THAT ALLOW PASSAGE OF A 4" SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER THE CURRENT APPROVED BUILDING CODE. FLASHING: I. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION. AND AROUND ROOF OPENINGS. 2. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SWINGLE FASHION IN 5UCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLA5WING 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 5WALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW FLOOD ZONE REQUIREMENTS: I. PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. ENE%Y REQUIREMENT SCHEDULE EXTERIOR WALLS (FRAME) R-13 EXTERIOR WALLS (BLOGU 41 FOIL ATTIC CEILNG R-30 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. �26 GAUGE (0.48 —) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4, FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE BATH AREAS: INSTALLED ABOVE THE BASE FLOOD ELEVATION AND SHALL ALSO CONFORM TO 714E I. INSTALL 214 BLOCKING AT TOILET PAPER AND TOWEL BAR LOCATIONS, SEE MANUFACTURER'S INSTALLATION INSTRUCTIONS. DETAILS. 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE KITCHENS: PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING I. INSTALL 2X& BLOCKING AT SS" AFF, ON CENTER FOR UPPER CABINET COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN INSTALLATION. PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS MI4113. TUB AND SHOWER AREAS: I. CEMENT, FIBER -CEMENT, OR GLASS MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH A5TM C128B, CI325, OR CI118 AND INSTALLED WITH '8 x 1-1/14' DAGGERZ PHILIPS WAFER HEAD CEMENT BOARD SELF DRILL SCREWS W/ COATING $WALL BE USED AS BACKERS FOR WALL 71LE IN TUB AND SHOWER ALAS. AND WALL PANELS IN 5440UJER AREAS. TERMITE TREATMENT: TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE 544ALL BE 155UED TO THE BUILDING DEPAR7f'ENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING WAS RECEIVED A COMPLETE TREATMENT FOR TWE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCARDANCE WTW RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES" MECHANICAL AND HVAC: I. ENERGY CALCULATION5 FOR WEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE MECHANICAL ENGINEER AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 —) DEEP AND 30 INCHES (162 —) WIDE &WALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. EXHAUST FANS AND VENTING: I. OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCWARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT. RIDGE VENT OR CRAWL SPACE. 2, EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS, EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING. 3. DUCT LENGTH. THE MAXIMUM ALLOWABLE EXHAUST DUCT LENGTH SHALL BE DETERMINED BY ONE OF THE METHODS SPECIFIED IN 6EC71ON5 M50245.1 THROUGH M1502453. THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE 35 FEET FROM THE CONNECTION TO THE TRA151TION DUCT FROM THE DRYER TO THE OUTLET TERMINAL. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 25 FEET (162 mm) FOR EACH 45 DEGREE (0.1t RAD) BEND AND 5 FEET (524 —) FOR EACH 50 DEGREE Nb RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FAN 16 INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT. INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN IS INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WWICH THE DRYER 15 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL 5WALL BEAR THE WORDS "THIS DRYER EXHAUST SYSTEM IS EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." 4, PROVIDE BACK DRAFT DAMPERS AT INTAKE AND EXHAUST LOCATIONS AS REQUIRED BY THE CURRENT APPROVED BUILDING CODE. ISSUED: 2/27/2024 VERSION: 5.0 SQUARE FOOTAGE ,p`, q,,' PRE\/AI�ING + A,�y �0RK SH.Al- U'i�D'I CODE, CODES FtOR ? RIC CODE, L ELEC NATIONF'- ITS' OF ZEPHYRHILLS AND -UHF_ C ORDINANCES f n A J� { AFAR A88ET MW�YIIOEMBfT SC. FT. HEATED AREA Sq.Ft MAIN LEVEL 1102 SECOND LEVEL 1775 TOTAL AFAR 8Q FT. (BYhIpaMA) ?S71 METHODOLOGY -MIST Dl62000 The local arse calculatetl from tlM ide- pMTO-oulsiUe ofsar^i^9, i,GlEirq opeorulie Snhed bnernsrrt options a4 enosn. This arse exdutlss etsinvell at NipMH bcsl above yraoe, OereW, toysreO patio/porehu. .am »« oEVELaFra,T W NOT 3c.Le nNpF eRAnra UeFY SULM aee,Tn,a un eaNne.eTae.w eTIE nrn eaolae fQIITNGfK.H neeE eFEe►+c KOR,.Tg1 rae 4NT eTwcnarAt ¢sane no ee nn+oEo m er,.me of IEGpDl Oar DlL1FPY1Gr (prael0re, olasrt4Tlf}i ETG :TII®N nM oaaeers r0T« weTRJCTa1 ewu FRoc® uNre raRffaEo. T1[ caam4crcR eeeuce of IEeroneeltrrr To Ta:T ,4.L [aalatNane OF tocu ewtoN rFlcuLe r To PQRr WIn1 eT.t }y J U O W m W O TQ A W O q r 00 M O N J U rnA VL 1�1 U x ,V^^ v, A` WW co) 8 a N O O MM h�l I L J VERSION: 5.0 �RaE COVER SfEEf R!I SQUARE FOOTAGE CHART ELEVAMN T I I I I I I II I I I I I I I 011m11�•a�Y Il�II0aRr1-EE101Y SQUARE FOOTAGE SQUARE FOOTAGE SQUARE FOOTAGE CONSTRUcTiM AREA CALCULATION HEATED / CONSTRUCTION AREA Sq. Ft. MAIN LEVEL 1102 SECOND LEVEL 1264 TOTAL FEATEDOMISTRUCTION AREA (SIEbOMA) zw AEMODOLOGY: ANSI Z706-M The total Ares ca101aled from the outside-1 o-Otlaide o/ kamng, indudirg optional fin*W DasemerR opsme m ahovm. This arse exck.W sainrell at highest level above grade, garage, covered pe Wpor0m. BUILDING ENVELOPE AREA (ALL AREAS UNDER ROOF) Sq. Ft. GARAGE 444 COVERED PATIO 112 FRONT PORCH 56 TOTAL KXDM ENVELOPE (SIE XMQ 2M METHODOLOGY Staldhg Enralopa Ana: The total area calmiated, including HealedlConstruclim arse m calculated, and also including garage, covered paboA o ches. MAXIMUM DEPTH MAXIMUM WIDTH "MAXIMUM BUILDING HEIGHT A.F.F. = OWI"DEVELOROd DO NOT 5CAU TIESE DR/MCA rERFT dRD1G ORORATICN W i CZNYRACTOR'00 a m RIM �t T-M DRAWWA DO NOT CORIAN SPECIFIC WORUTKN KR AW 51WMAL E1BIM (TO DE PMvew m BGEEER OF IELO®A AW DbGMPA'rY BETIRM T1EEE ORAWA AO A550LLLTD DMA~ Idrb vM DRMWA SMALL OE R6VRM T COORACIO1 AT ONCE MD NO COMSTRICraO SNALL Pax= WIL COIaEL M nE CPnRACTOR ANU%b TW RESR?tlISL Y TD e W ALL MaMMTENG O LOCAL GSLDM ILIALS r TO CORM IftM STATE GAONa CODE& i-+ J O ��a J � A W�� IL x � e 00 M O AA'' W J A /zCD O VI V U x W � W CO) a N O 0 h+l NI! I IR VERSION: 5.0 SQUARE FOOTAGE CALCUATIONS 1111111tf CS-3 A C PAD I \\ LL � {' CONC SLAB MM p I \\ I w W/ F18ER'E5H i6 - W \\\ PATIO SLAB r 9'-0k" \\ WYAC CHASE BASED ON 4' CONCRETE SLAB MIN OVER 6 MIL VAPOR BARRIER SLAB SHALL EIB \ LOCATION BE OVER CLEAN COMPACTED FILL C LECT _' \l tw F�� FOR \ ISLAND O CONCRETE SLAB O \ \ \ 4' CONCRETE SLAB MN. OVER 6 MIL \ VAPOR BARRIER SLAB SHALL BE \ CLEAN COMPACTED FILL uU RISE I \\ I M II \\ II I \\ I V FSANITARY � \\\ I I II I III a I I — JL ---- L� !1 n- \ P. b I I II I •I �r--- O I II II II II n u Ih -III I I I — — — — I' D w' O I I U. • I ,$ �4' GONC Sr -- LAB MINI ? U Wi FIBERMESW -v 9 n I r- If --------- ----------------------- ---------- PORCH SLAB CONCRETE I SLA5 U lEUuI W 4' CONCRETE SLAB MIN, OVER 6 MIL VAPOR -4• GQICR:TL SLAB p AR,"4) LL BARRIER SLAB SHALL BE VAPOR BARRIER SLAB $WALL BE OVER OVER CLEAN COMPACTED CLEAN COMPACTED FILU UU FIBER -ESW I I - i6 FILL UU FIBERMESW 0 m I I I � I I I& _31LOPENING 3'-Ok" B -4 • �I 4" 30'-a'• 0' B• 30'-0' OVERALL SLAB PLAN - ELEVA110 V sm� FOUNDATION PLAN NOTES ALL WW SNALL BE N STRICT COMPLIANCE UTN BULLDNG CODE, RESLENTIAL. AND COURT BULLDW5 DEPARTMENT STRIP TOPSOIL. TREES. STUMPS, ROOTS , ETC. FROM ALL AREAS SERE COHSTRUCTICH WLL OCCUR UNO FILL SHALL BE FIRMLY U PACTED, CLEAR SANDCLAY MATERIAL: FREE OF ROOTS. ORSANIC MATTER OR OTHER INTERIOR BEARING LOCATIO IS SNOULD BE COORDNATED UTW TRUSS MANFACTIIFER I STRICTURAL DOIEER PROVIDE SOIL TREATMENT AND VAPOR BARRIERS AT ALL SLABS (INTERIOR). J--I W 121 a% J J N � O > J LL A ono e 000 00 M O N J Cy7 rn A ~ cIo- cc CD 0 a w U7FDUx W =' x x ( y 0 a N (� NO [� ch F" I— L J Mlr. we VERSION: 5.01 .lIO! FOUgDAT10N- SLAB PIL" .e. F-1.0 HANDRAIL 1-1/211 MINI GRfu'PADLE we ewall. I Vl• MN TO 11%1" DIdFElE1Cm n IRETUT0.1 a uar-DIeaIL M �� PLAN PRONDE WUDRAIL N COTTftl CE WTw TE CNIIIENT MPROKD BULL W, CODE. STAIR DIAGRAM C FLOOR PLAN NOTES PROVIDE IW' (MNMM GYPSUI BOARD SEPARATION AT LIALLS AND 5/6' TYPE)(CEILNW IN TIE GARAGE ADJACENT TO TE MAN HOUSE AND ATTIC AREAS U&SWING MACHINE 16 ALWAY5 LOCATED LEFT OF THE DRYER LNLES6 NOTED OTERIIASE. ALL EXTERIOR YYYLS ARE DRAIIN AT 6' CM IN-E56 NOTED OTIER0IASE. ALL INTERIOR AND C0117N WALL$ ARE DI AT 3 IR' I/LEW NOTED OT1EfdIM TEAM FOR FIRST FLOOR IS AT 5'-0' W S'-4' CLG I SECOND FLOOR 16 AT T-0' ION BCLG. HANDRAIL 4EW SHALL BE 36' YEA511FED VERTICALLY FROM T4E WSW. OF THE TREAD. I') DENOTES EGRES6 WH)CW A/C PAD LOCATIOM 30'-0" OVER.ALI 10 Iq'_0" 3'-6' 3'-10" 6'•B" i4'-B" '-4" SET —a I AT e'-0' HT. 15 5N 75 SW COVERED PATIO I W-4'CLG AFF. DINING CO1� 'I • 5'-0" 6'-4" �_ ROOM I S'•4' CLG MIT VINYL PLANK 25 51 "---- 31 Lo' AFF. g .X, GREAT o q ROOM O O �n S'-4' CLG vNYL PLANK v I I C._�. 7'_7r. �•-1y1. 3,_&15, 5._5k1,• 4'_i" q._•, ITGN BATH 1 2069 9'-4 CLG vNYL PLAW U 9 '-4' CLG VMYL PLANC e-4• as VNTL dl N 5S" SLOPE CcLG. / R/$ TU515WMER S 5'_ 3'-6A" 4,_C.. q'_e• LAUNDRY e T _ o BEDROOM 2 e'-4• clr. F WAS4ER;AON �0 � 9'-4' CLG PLMK A VNYL TY LocaTEp ON TIE yT . �,'-- GREY _ --� ----- Box �' 4" FOYER DRYER VENT—' r LOCA711ON LOCATION FOR (2) ION AS - r N'-4" CLG VINYL FLAWIB' 9'• CODE REGILFES PER = _ - OPT. BOLL TYP. 2 CAR 3010 TRANS 7.4 WALL GARAGE 6" 3'-4" -0' 3'•10• FR N s S'-4' CLG AFF. ��� PORCH I I SET SOFFIT S'•4' CLG AFF. AT 8'-0' HT. CONCRETE _ — — —— ------------------------- --e�------- a� ' - - --------- 11IE 6 LIN -J - To K'-0' . 1 -0' OR GARAGE DOOR 2' 1" 16'•0" OPENINIG 4" '-4^ 30'-0•• OVERALL FIRST FLOOR PLAN - ELEVATM l r saftwff0FI w1 vv� BOA CAL TWEE DR AL W NOT KD THE6E D TIONN U YFCOT MDK ANOMMD VIE FLA 5 CONTRACTOR I ION TTWEl BBdE GS DO UOTICO CONTAIN OE OCPZ W W HOT FOR A ePEC.TC AL fl-Pla (T Arr eFR91JOA W E.T N (TO BE RECORDED m OCARP■ ff ITECOIDA dNr DB ATICK ET fD1'ENLIOIB. C�ITdTIOA 0 BETWEIN T TIELE DRAAW6b ,dW DRALWMI AMOCUSI ALL BER WTE SITE EPORTED T CMRdCTIO ATALL YD 110 CONSTRICTION COI eWLL PITNT URL CTOR AK D. TNT CONTRACTOR aTO TEI T L IT'IEGLOMEMEELLm O TEEM D OWCAL 4 TO CO LOCAL BIRDKE rae�TO YNeTd .raDRA CCTE 00 M O2 J Cl ~ cc C) I^ U V x W W x ti a N 0 11 O F+ F � L J ■IiiiiiiIet I IF! VERSION: 5.0 .611IIII� FlRRT FLOOR PLAN amp -1.0 HANDRAIL 1-1/7" MIN GRASrAeLE NAFIDRAIL. 1 V4' MM t0 I lit' DldD'A MAX MIN. -IErER:m n RE11JI@ y HANDRAIL A OEC rI PLAN F'R"CE HANDRAIL N CO'PLWNCE PATH TIE CIV.,Mw ArPROVED BALDING GORE. STAIR DIAGRAM c I h FLOOR FLAN NOTES PRDVIDE VV (MNKft GYPSITT BOARD SEPARATION AT WALLS AND 5/8' TYPE X CEILWS N TIE GARAGE ADJACENT TO TIE YIAN HOUSE AND ATTIC AREAS. W05HFY., MACHINE 15 ALWAYS LOCATED LEFT OF 14 DRYER WLESS NOTED OTIERIASE. ALL EXTERIOR WALLS ARE DRAWN AT S' QL LPLESS NOTED OTLERWISE. ALL INTERIOR AND C0171ON WALLS ARE DRAWN AT 3 1/7' LPLE56 NOTED OT ERU5E. LEADER FOR FIRST FLOCK 15 AT S'-®' W 5'-4' CLG F SECOND FLOOR 15 AT T-0' WV SCLG. HANDRAIL IEW WALL BE 36' 1'EASAED VERTICALLY FROM TLE NOSW5 OF TLE TREAD. (•) DENOTES EGdRE56 WINDOW SECOND FLOOR PLAN - ELEVATION OX sm�I sw � DEIiLCrl911 DO NOT SALE TLEM DRNM'E. AVVY BIILDFG ORENTAIIGN ON CONTRACTOR AND un PLANS EEFOSE LP6TRGI10M %ESE PRASRrA CO NOT CONTAN SPECFIC M ORIATION FOR ANT STRUMPA ELEIEMS 00 OF PINJIXD BY safm OF IELOp ANY D.CRWAL-Y I.PNIDID. ORENTATCK ETC) MTtM TESE DRA.NFA AND DRUPWA ASSOCWIEDALL M PORT NTE 6HN.L EE RCE AV N T CO/TRACTOR Al ALL OC E CO6IRL CON WALL . TWE WRL CTOR AS 9. TIE CONTRACTOR ATONES TIE RANPO OF TO AL V LD ALL �OIIIFEMENf6O LOCAL OI.RSTATE Cud L To caxY WiN sTare 84 IQ J JN 6T � o �I ZZ 0 �> o „a J I\ W LL D r/A A W C Q � A x V �aa 000 00 M ON V cm A z � o 0�� v d V x > W x 0 �i O A !Y1 ti M E-I F L_ I MLR. SE VERSION: 5.0 SECOND FLOOR PUN .e. A-2.0]_ L I F -------- T�-------� I I Y 1 1 1 --------------------- ROOF PLAN V ZOW I ATTIC VENTILATION: (300 50 FT ATTIC SPACE / 190 FT VENTILATION) -CALCULATIONS REFLECT Wt RIDGE AND 50% SOFFIT VENTS ob °.A FT DOER ROOF ATTIC / 30C 50 FT / 150 FT . 439 50 FT yWILATICN OFF -RIDGE VENT . U 50 IN EACH (4' VENT) SOFFIT r8tt . 9 SO N EACH 43S SO FT . W% . 7 B 50 FT NK.W 2.5 50 FT LOW NGH YENTIG Z9 5o FT . U4 So I1 .355A 50 N REQUIRED (3) OFF -RIDGE VENT . OB 50 N 4N 50 N LOW VEMMG 2,1150 FT . N4 60 M .35N 5o N REQUIED 3554 / 9 • 35 SOFFIT VENTS (LONTMJOUS VENTED SOFFIT) ZONE Y ATTIC VENTILATION: (300 SO FT ATTIC SPACE / 150 FT VENTILATION) 20 50 FT HOER ROOF ATTIC / 300 50 FT / 16Q FT . 10 50 FT VENTILATION SOFFIT VENT 9 50 N EACH LOW VENTIG 10 90 FT . 1" 50 IN .lWW 50 IN REQUIRED MW / 9 • II SOFFIT VBRS (CCNTNJOU& VENTED SOFFIT) ZONE 3 ATTIC VENTILATIOI•k (300 50 FT ATTIC SPACE / I SO FT VENTILATION) 56 SQ FT HOER ROCF ATTIC / 300 50 FT / I SQ FT • A 50 FT VENTILATION SOFFIT VENT 9 50 N EACH LOW VENTFG M 50 FT . 144 50 N .2620 50 N REQUIRED 26M / 9 . 3 SQFR VENTS (CCNTNJCUb VENTED WRIT) ZCW 4 ATTIC VENTILATION: (300 50 FT ATTIC SPACE / 150 FT VENTLATON) 142 50 R aDER ROOF ATTIC / 300 50 FT / 160 FT . n 50 FT VENTLATION SOFFIT VENT 9 50 I1 EACu LOW V V W. AT °u0 F1 . W 50 M .bDb 50 M REQUIRED "* / 9 • S SOFFIT VENTS (CONTHCU9 VENTED SOFFIT) N3 BOARD 1 BATTEN (16' m) PER 0 CO"INITY SPECS b� 6' TRIM LINE OF FLASW G (TYP) 10, TRI'I- 4' CORNER TRIM 6' TRIM 6`160' BOARD A/O BATTEN &UTTERS PER COTIUITY SPECS MP) 4' TRIM AND WILL LINE OF FLASIJFG (YP) 6' RA15ED STUCCO TRIM COACH LG14T PER CCYIT SPECS CEMENTRIOU$ STUCCO PER COPES. SPECS. A' RAISED STUCCO TRIM NORIZCNWAL LAP SIDMG PER CCk" SPECS 4' CCRIER TRIM CEMNTITIOUS STUCCO PER COT'I'I. SPECS. 0 �b l�wi �Ie�e�e�eiels I�aII 11 WE oil _- _____�NI7 Milli Fe 11 FRONT ELEVATIONSS!" sm� 6/0 PITCH ARDN SNSGLE ROOF(TYP) _TOP OF FASCIA I 0' 33 FLRZETLDlr TYR-LLF��U 0 _LINE OF FLASWMG SECOND FLR —rt RR QL� _ uEFDOU L IE _ X —FIRST FLR DO NOT VALE TIESE DRAWA VERIFY BULDIL ORIENTATION Ion CONTRACTOR AND SITE PLANS ISEFOIIE CONTIO CTN}L TIESE MAIN-! 00 NOT WHIM SFECM KCRIATI01 FOR .NY VIptWUUL BB'B.T6 no EE PROVIDED T DOIEER OF RECo1®1 YIT p6m"ANCY (OIIEODS. ORMATCN ETC) DEISM nEAE ORUWA MD IN A56MATM DRI clear NII VNALL EE IHVRW Ti CONSIACTOR AT PQ AND NO CONOTRCTION SHALL PROCEED JIM CORRECTED. THE CONTRACTOR ASOFEI THE RESFCMElRT TO PEST ALL REOAIETTBnS OF LOCAL BIA014 OFFICLA.5 TO CORY IITN STAT B&I CODES 00 cn OLa J cc C) u U v / /35� W 1h�••TT..•4I I.I•N N a O 04 O Q M I L_ J VERSION: 5.0 ONTMEAR ELEVATION!{ A ROOF PLAN IELF A-3.201 6 6A2 Pl7ci4 6R PMCW ARC .,w SWWAE ROOF (TYP) ARC %WA.E R0CF (TTP) 6/12 PITCW 12 TOP OF FASCIA as FIR MEW TYP, - 6'FRIEZE--// HORIZONTAL LAP SIDW. PER LIW OF COFEI 5PEC5 90, FLASWIW3 A' CORNER TRM 12 4 4 4 RR J, —5ECCND let FILR CEL06 7 L� CETWITOIJS STUCCO PER CO"I, SPECS RIGHT SIDE ELEVATION Ir smwww= omvr-iw LINE OF FLASW IF6 (TYP) W-1 6 V PTC44 AFCA SWWLE ROOF MP) TOP GF FASCIA 1� -g VLR CEILW- TYP, —WORIZOWAL LAP StDW. PER Comm SPECS 9 ,b _-4' COWER TRIM � _bE— FLR 00 NOT SCALE T.65E DRAWWA TIMPY allLDNO OWNEWArICN Un CONTRACTOR AND SITE PLANS BEFORE C"IRUCTCk TWM DRAWWA DO NOT 0"" S-ECFC HICAMAXN FOR SINACRVA ELEMENTS PO BE PRPADED By IWINM OF RECORD). ANY DMCNEPAICY 'DtjNbib CREWAYON. ETCI ETEN TWA DRAWIM AID W 660CIATM DRAWWob &,dim 6M LWL Ccmcw. TIE CONTRACTOR ASWIES YE RESPONORK" 70 IW ALL QARBIDM OF LOCAL BULVI FICIALS I TO COMPLY WMN 57, 0 LU > O ro cu Q) L 00 cn F., 0 = cm z L cc 0 0 C40 u � N O c-3 L J IIIE�I! RE VERSION: 5.0 SIDE ELEVATKM I A-3.21 ]l BUILDING SECTION NOTES OFT&` MOWW TCNR vECO RAVOR'.ORE1 TE M.N LITN CONTRACTOR 00 611E RNe MORE COloTpCipl nESE PLEASE NOTE: TIE- AL DETALS ARE 6TRIMLY ARCHITECTUR, REFER TO 5TRICTURAL PCA DRADO NOT CONTAIN 61EETS FOR MORE 1 FORUTIp1 MCM LN FOR 15AC1URAl EI.B9l16 (TO OE SECTIONS SMLAR TO OTTER ELEVATIONS Aly 00 115SC hb EXTERIOR UALLS m RELOIOl ANT OE T (DrWOM. oREATCK ETC.) MMTWIbDRAWA ANO ¢ A'AORAIY.41. 6E DRAAWA Q CONTRACTOR T wroNDb b COI/TIiY:fI N SMALL P1000D IN1L CONNECTED TIE CONTRACTOR AS&M TIE REbPONRELR* TO PEST ALL PRE-MAI FAMRED TRUSSES 'MO RN:r" OF LOCAL SULDN OFHCLALb I TO CO1RT NTN STATE RULD.G CODES N5ULA7I0N PER FBG AND ENERGY FORM 4-J SUBMITTED WITH PERMIT APPLICATION r. TOP OF FASCIA W 9 4 ,�r-. TrdAQLEILFPi E -0, y -Wzffl Lw — , " \ 0 W °� N3 \ O V TQ a 6k" BEDROOM 3 LOFT s ;6 >�1� SNT IDE FAO / A 0 0 SECRID FLR ^ x e Q �CRAFSTMAN BRACKET U It RR CEILNG151 _� H BEDROGM 2 _ wwomLK m / HALL BATH 1 MALL' J�mj mu - — m \ / --- FM FLR ELEv COMPACTED, TERMITE TREATED SOIL VAPOR BARIM FOUNDATION (SEE QUILUNG SECTION RAR STRUCTURAL PLAN)i.E..�IM..� ��� 00 M O N J L7 v� A Q Q 1­0 C13^ O PRE-MAWACT¢RED TRUSSES 1 ^ ¢ Cb b� INSULATION PER FBG AND ENERGYr FORM `..) (, SUBMITTED UJITP PERMIT APPLICATION x TOP OF FASCIA _ , \_VZOW LWco) a / \ / LOFT 00 W BE ROO 5 / PRIMARY SUITE ° m Q A \ ' r O i A V / QA 5ECRRDFLR TS K It FLR CELW WNEEP::. H I / 13 A` _ IUHDCW LIE Q m FRONip T b ' W GERD o PQiFOYER b ' TOR4G GREAT ROOM PATJO..: s A5 L J 2 - _ FN FLR ELEY I6 TREG.D9 • 10". ".13'- " COMPACTED , TERMTE TREATED SOL VAPOR • E. ,N/I�/R R. 5.0 FIELD VERIFY BARBER BU I� NG SECTM M\ �D BUILDING SECTIONS EoIeIB.TrTm eBloollt�orl-•LBB6onr�.Al1 —FOUNDATION (SEE w`N STRUCTURAL PLAN) �R IA-4.01 EXTERIOR GARAGE 2W AMP PETER PUUN COMO AMP MAN DISCONNECT LW NTERIOR PANEL FLOOD LIGHT R.I..__..;,, Gfl G 4l0 AL SER CABLE b-3 - ._"v----..- rT LW GROLNDNG ELECTRODE SHALL COMPLY WITH 3'- 0 / r -10 ° SEC 25052 ELECTRICAL RISER DIAGRAM N.T,j. 24 GFI u . I GFI \ •GFP v j i'-_0" UNDER �¢� CABINET 4'-6'' } \� B_m HB CGF 9 GFI 0 / GFI ® /db 6'-5Y4" cr--�GFGF1 t24 L NF, D W 22X>w GFi; _ _ GFi+42' 3 Gfl a4 \ 2® 1\ W GFI _9 i / I WGo u {aJ WO u r� 4U D- C•-®GFI /(jY7 OPT, DEDICATED 50 d`" (Ut-50 NEKA 240v) F REQUIRED BY CODE / / HB / — — -- — — — r FlR9 FUM ELECTRICAL KM - EUVATION � f sm�= ELECTRICAL LEGEND �W GAS LINE (� RECESSED CAN LKaVff —} qy COLD WA1ER [i] FLUSH MOWT LED 0 ELECTRICAL PANEL Q WALL P'IOIJMED LKaNT ELECTRICAL PETER � WALL SCONCE O' DISCONNECT °.AIFTCH I--� FLUORESCENT LGM WI BULB $ SWITCH O FLUORESCENT LIGHT s(7 BULB9 9 $ 3-WAY SWTCH ® VAPOR PROTECTED LIG1Xi $ 4-WAY 9WTCN O EXHdUST FAN $D DMER SWRLH t� V EXHNST FMl N! LKa11f 4 �� ® ExHAU9T FAN N/ IEdT � LGHT Qb DUPLEX OUTLET ® gMOKE DETECTOR OUdDPLEx OUTLET ® CANON DETECTOR SWIT Q iFERP105TAT OUTLEDItiLEx f`� FLOOR CUTLET � DIRECT WIRE Cfl OUTLET T PHONE JACK VJFGFI WATER PROOF (fl NtJ OUTLET T PEDIA JACK CLG CEILING PIOWTED ha CABLE TV eEsoFE cn61RCTIo4 tHEff dt4nre oo NOT axraN eFEcnc .sarutloN Faa 4M St1o1CM.y ELEPEM! MO H /'1lDJOED E7 BGF6R 6 IELOIDI. aNr p1y,1BINGr rgBDCM, ORBlf4TI0N, ETU E11®111Es pgMNfa! AND IF 6A004TFD DRyyd ndb 611 vnFre DULL !E I.PORIm t OPARACTQI AT ONCE WO Np O42451RCTION EN4LL MXiID �ltrl GOIUEG7ED. 11E LPRRAOtOR Ald1'E9 tNE Qi 7 � VERSION: 5.0 FJ.ECTRICAL PLANS FlRST iL0011 E-1.0 — — — — — — — — — — — — — — — — — — I� I I I I 7:47 I -qp } --- - db 0 6'-5 1 \ / / ABC / • DISCONNECT •4" � LTO ATTILL / 0 1 0 b'-53 " I I I I I I I I L— — — — — — — — —j SECOND FLOOR ELECTRICAL PLAN ELEVATION V - ELECTRICAL LEGEND G3 G45 LINE {�] RECESSED CAN LIGHT qy COLD WATER [_} FLUSH MOUNT LED 0 ELECTRICAL PANEL 4 WALL MOUNTED LIGHT ELECTRICAL METER � WALL SCONCE a' DISCONNECT SWRCH �--� FLUORESCENT LIGHT w/I BULB SWTLu O FLUORESCENT LIGHT •/ J BULBS 3 3-WAY SWITCH ® VAPOR PROTECTED L�1 4 4-WAY 9WTTLH Q ExudU57 FAN DM•ER WITCH EXHAUST FAN w/ LKf+T 4 BUTTON ® EXudUST FAN w/ HEAT � Llwt OD DUPLEX OUTLET ® WOKE DETECTOR � GUaDPLEX CUTLET ® CARBON 1TCNOxOE DETECTOR � BOTCHED (� THERMOSTAT Ep�LEx F�OCvt FLOOR OUTLET � DIRECT WIRE GFI Pn GFI CUTLET T PHONE JACK wPGFi WATER PROOF Lfl � � LLTLET T MEDIA JACK �� G ® CEILING rYJU17ED CABLE 7v OUTLET CUTLET Y zza JJOv OUTLET DOOR LHrt�ES CEILtY MOUNTED ® SECURITY PANEL LK+HT vy HANGING CEILING � FLOOD LIGHt V MOUNTED LIGHT n n C=#=C CEILING FAN C--� CEILING FAN wiLGHT U U ELECTRICAL GENERAL NGTfS BOTCHES TO BE 45' AFF. RECEPTS. TO BE U' AFF. - a1' F OVER A COUNTER ALL WIRnYa 70 BE M ACCORDANCE WITH NEC ARC FAULT CIRCUIT INTERRUPTER PROTECTION SHALL BE PROVIDED A5 REQUIRED M NEC J10.QfAJ AND SHA pD 117T SCALE nEec oRavra vERFT eudD.a oktNrdTgl WITI CONTRACTOR AND WBEFORE M RdN6 ra.,RUCiIC„WI!SETMEEN DRANAW 5E DPAere DO NOT rcH,.N eFfcF+c .roN,.rlw raf un erw.cvw eAtr[.ne rto OF Plaroev by erren OF RFGQ®A ANY DML@dNCT (Ml.1016.Of6HRdT1(11 E7(J USE oRdnr! 4FD TF a!lDOaTm DFMKd 4n0/w 5I7 y44LL OE I!'ORIm T earmeaerae dT oNc[ nro No pbtlWGiCM SHaIL FlIOfJ4D U(IIL CDIOEGTFD. TIE CONTRACTOR 4lLIIE6 nE RF4L7MELrtT 70 Mff1 ALL RiORi*EM6 OFLOG4L EIMLDN ruts A ro LCIPLT utH eTAI A� W 0 U � J J N � Z Z. Q 0 � J A> � c A W � u � x �aQ n M O AA`` W *-4 :d Q a C U � rV�/ w CD x NA��./� O� O Ch W F..' I L J miiii_]I i i R NF VERSION: 5.0 SeSs ELECTRICAL VUFIS SECOND FLOOR 1�" E-2.0 NO SCALE UIESE DRAIMA vDes. e1Rn d T.DM oR � . OFM GAND Vt TX Ks TIESE oo wor ttm.N Srftr+t esois,.IEW rOR no BE eimcnakFROVEW aseae no F ECOVI drar.e@RC i tID* OI OlC TM ETr nesnn o. oe�n.rwx BETWEEN nF2E DR.WYd AC ANOVATM "RNMYe rNa VIE 6Mdt1 SE M AV T talet.trOR.T wa M MD cekkNM O CONNECTED. TW urtaCoWMACTORAMD.TE 2" VTR T E6P0NML" TO PMMES A iEewnerm rorffr.0 I ReaMaDta tocx a STATE rixA TO rw erae ro tart* u � Mr. rcoE6 I I SHOWER I J N 6 2" WC LAV ¢+ z 2„ VTR 3„ „ O W 0 T 2" LAV o T� J � W I o 3" AUTO x a VENT WC 3" V 3" 2" LAV fKIlT ..eF.� 3" 2" TUB 3" 31' 3' 2" VTR T 00 3" LAV M 21' 3" � TUB b J WASHER 2„ WC 3" 3" I C7 (D A 3" I � /� � 311 3" � • ■ O^1 CIO) p0/ C.O. 3" U U xi > 4r, 4) a TO SEWER O IX O d E'y M F' F- --i PLUMBING RISER DIAGRAM N.T$ L J VERSION: 5.0 ELE PLANS SECOND FLOOR SBI P-0.1 HOUIENIRAP RABREiU RME ALL xmm OVER EOEfOR SHFATIN6 PER SPR>.VGATHN6 TOOvmm RROER® RAVING RUTS®T RLLWML RA*m EOHD UP P VMM'JALLY W MN VE TICAL PROJECTION MOUTSIDEFACE .TRIA To OUTSIDE FACE OF BRKZ THRU-WALL FLASHING NOT TO SCALE HOUIflvRAP BANNER (FME ALL 10NIS1 oven wmm SHEATHING PEE SPWAHEA11ND TO OVERLAP pINROE RI19N0 \ HOUSEwRAP BARRIER AND BDCK Va�aYPK'AL U i RUIBERI>®THRUFWALL RAVING. E7OBO UP ISi RIDG1aT1ETY1®1 VERTICALLY AN VERTICAL PROJECTIONBRICS _ _ HOUSIWRN IIARIIN MO VENEES-TYPICAL ABOVE SIIFLOOR), TEMM OUISDE FACE COMMROUS MORTAR NET WEEP HOTELS M COURSE OF XlCK ABOVE RAVING- W O.C. W® HOLES AT COURSE HOFRON ALLY ABOVE RAVING-W O.C. SOLD GROUT BEND HORIZONTALLY RST FO11DAtKM1 IRCK RIDGE FOUR®FOUNDAIION WALL THRU-WALL FLASHING @ BRICK LEDGE NOT TO SCALE HOUEVRAP BARIt9 - MR100EW.FOR CUTTING COORDNAIE 150 BINDING FELT BABR6RATWNMOPENING. MRICAWNWINEBRIMVENEERS POLD HOUSEWRAP DOWN OVER HEAD RAVING AND APPLY COINER PATCH WENDING T' AIL IEYOND BARROt CUT —INSTALL HEAD RAVING OVERLAPPING WIDOW FLANGES A AIL OF 7- WALL UNDER HOISEWRAP APPLY UAI RAVNG OVM SDE WIDOW RANGES -MIN I'ABOW _ - EGAD AND V OVERLAP M SILL ISGNL WINDOW OVERSEALED AND RAAV® PRiwANiACRINED SILL PAN BEFORE TAPING -FILL FARE MERFOR PEIIA M GAP W / MON49WAN DI G FOAM 02 SEYANT TAPE SEAM OF OVERLAPPING PLASTIC SILL BOOT PRIMAN UFACTRID MASTIC SILL I= WINDOW OPENING FLASHING NOT TO 5CALE GARF aD WIBE OCCURS �— REIERBEVARONALDDEALS 12 TYRCALBOOFCOVABNGPERSPEC SEE � PLAN TYPIau RooF TEHsss PER SEC IYPK'JRLRDOF NBMSCRI PER 9BC ROOF MKYRLORIPE)MMCMAD COMA SPEC IDP� OFCm. EV REMIOEELEVA7K7NS MATERIAL -PER SPEC TYPICAL FASOA REH PM CODE AND RBERIOSIRI(MRAL 1`1011eSIIO WALL MIb1lSORRRSH PER SPEC CONNECTION SEAM-REMSIRUCI RM TEM PM ElEVA110N PER SPEC rCMUBLOCKREM9RK HUM TYPICgSRKDCO FINAL ON HOCK PM TYPICAL NO" WALL SPEC qRH AND ISULA" OVER CLOCK PM SPtx WAINSCOT PM BEV. PER SPEC r VERIFY MDAUON PROBE VARE3 BY TYPAL AL BASE UXAMM I CONDIIO14 PERSPEC < SRUCRRAL VEMI'DETAILMRIEEM4MDDH WALL REH ATPOU DNDN PM EHAIDN A MAIMVML Itla-V Rlli • REFERTOPWFPIANFORROPE OONFaUNUION TYPICAL 1-STORY WALL SECTION NOT TO SCALE GAMEDWIBTEOCCURS 12 REFER ELEVATIONS AND DEWS SM ROO Puw TYIICAL100E 0 W aB1G PR SEC TMICAL ROOF 1BIS78 PM SPEC r._� ,WIC�IL RODFRIUA,NON185FEC IBERIOSIEICRRML PORIEgS 1O WALL CONNECTION TYPICAL INTERIOR WALL RAI AIO BASE PER SPEC TIPICALOV ®LEPER CODEAND COAfASPEC T.aw. ®ER10 EIEVA1K116 TYPICAL US mm PER CODE ALD CO"V.SPEC TYRCALSORRREHPERSPEC - TYPICALWALLREHONFRAAEw/ SEA011a PER EEVALIOR PER SPEC TTTICAL2RiRAAEWALLAHD9EATNC- B9B SRIICRIML 2HD FF. '� REMIo tlEVND16 wAtMntooF WALL WEIR 1WABO1 VAR BY EREVATKM IHER DEWS ANDSPES TD.W. TT. M.O.G. V BEMIOeEVAlIO16 MATERK-PERSPEC DRIP EDGE CRAMCOMROL AND WEBS - REFER DEUIS AND SPECS TE BRAM NSMSRIICIIIAL �- SGU ROTXBEER SIEKTRAL � 1TPK•X fR1000 FlNN ON ROCK PER SPEC TYPICAL pIEI01t WALL FINISH AND MUARON OVER FLOCK PEISPIC WANICORPMEIN.PERSPEC VEIP( FOIRCALION FRpfE. VANS BY TYPICAL WE IOCATON/CO DSIOS PER SYBC 49ERSIRUCRR4 YTEMFOEAL FOR IEIANAZION WALL RVIN AT FOU DAWN PM ELEVAtKN AND MAIEML �Od FIN FL. • ®ER70 PLOT PLAN FOR SLOPE OO F GLAAM0N TYPICAL 2-STORY WALL SECTION NOT TO SCALE MICKROWLOCK - REER TO ELEV. SOLDIER PR S BECK •� COURSESREMTOePV. 1HRu wAu MEABRA E RAVING WAINSCOT DETAIL NOT TO SCALE NORNIE WRAP Duet WALL 9EASHNG - PRovDE BIOLIOI OVERLAP 10 Covet MEAL KAMM AID THRIOLK"ALLRAVING TAPE OVE LAPRA' SCAM SI NGPMSPEC •t?HEMMBALNAitNC' EILIEDrVEDICAILY E IEi1pR SEA AM 1 CASSSIOIESLL OR ma ROIMOCK-E 10 ELEVATION ww HOLE THRIEWALL MENIAL E RAVING W FACE OF BECK W/ MIN 2e VMRCAL LEG. LAP U DER BUIDI NC WRAP. 7ArSTUCCO OVER FRAME )SHEASHNG.2 LAYER WJL LATH AND STUCCO) -PER SPEC PEEL L STICK BRIDGE RAVING. SHINGLE LAPPED OVER SRX= ACCESSORY VINYL PLASTER DIP SCR®- PER SPEC ISULL PER MMNUFACIIRMS BKULLARON INLIRUCIIOEK CAP SINGLE -DO NorS[APLE OR NAB. ROOF CDANT SFNME ROORiG ON ROOFING U DE LAYMB41T PER SPEC PEEL i STICK BRIDGE RAVING. OVERLAP ON TO ROOFING UDERLAYME NT E7E CORROSION RESISTANT BASE RASING - PER SPEC PRE81GINEERIED, WOOD TRUSSES SEE STRUCTURAL AND TRU DRAWINGS FOR SPACING AND CONNECTION DEWS NOTE ALL ROOFING MATERNL PER ELEVATION) SHALL SE INSTALLED PER MAMIACRRERSINSTALLATION RKIRUC11004. VERY ROOF SHEATHING WITH STRUCTURAL ORAWNGS ROOF TO WALL AT RAKE 7/8'STUCCO OVER RAME PlEARM, 2 LAYER WJL RASH AND SIUOOO) - PM SPEC Pa L STICK BRIDGE RASING. SHINGLE LAPPED OVER STUCCO ACCESSORY VINYL P ASIE R Os SCR® -PER SPEC SKULL PER MAMIACRoten INSTALLATION RKIDIC110NS CAP 904M-DO NOT SURE OR HAL ROOF CEAENT OW COIROMm RESSUM BASE RAVING om PRENNTIINFSIE) WOOD TRUSSES SEE SIRICIURALAND TEO DRAWINGS FOR SPACING AND CONNECTION DEWS TYPICAL BGEINOR WALL ASMARLY -SEE STRUCTURAL DRAWINGS NOEL ALL ROOFING MATERIAL PER ELEVANCH) SHALL BE NSUUH) PUMAMA:/LCIIR11MINSW1A110NBQRUC110K VWYR= SHEAVING WHIN SIRUCREUL DRAWINGS ROOF TO HEAD OF WALL - SHINGLE 1 SCALE- 3'• I'-p" DnawcTOA ATD SM PLAT! OMM C06TWICTM %ESE DRAT A DO HOT CONTAN SPECK WO RRATICN FOR Y!T AIRtCTI w ELEENT6 RO BE PMJDm ST DOWN OF IECOM) ANT DWWANGT (M6406. ORWATM ETCJ tTENE ORAICE7 AND TN A/EOCIATED DRALWA P44P bM DRALWA 54ALL Lx IIPORIED T1 COWMACIOR AT ONCE AND NO C041N)CTIO N S"LL PROCEED WTL CORELTED. THE COWIPACTON AftKb T1f IEVON5ft T TO MEET ALL fEOiFDR! OF LOCAL B ADN RCYY6 F TO CO PLY HRH ETAT � a 1•+ u � %R J Jim 0 z o Lea 1� > J lh A W m u a 7E a R►�I�i ry r—rn© 000 mm- mm- I L J INIR NNE VERSION: 5.0 .Q.B! MISC. DETAILS JEST -3.2 HMMMAMAIN LIDTELANIM MH>KOR D 1WIMEfMHMHM AIMI S MIIOMIL WMDIWMMUMOMMMMIM IRMWO MMr WINUM WMLEEWCHEMOFALLADf®RREIEMRENIMAW M WMLMETUM W MRLOIITNMEWE I WrNCIDMMMIMML EMIM�LORAMDII®NMNMM9R•MMM IL.—MDMIA M 1NYWL WEOWMEWLEAEDEWOOINMMMDWYf iTMA1DMAlMB MIMEIINMDMIEI WILLMAMMMALLNEMB � ? 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I'-0' DO Not V-41 um DRAEEY& VEINY .nDM ORWArON LM COWTVA"OE 00 UM rtrc meltE <'LNer.CTIRI T vw mmA DO MOT con" ePEDPC WCIMTM rat rn er.Ct1R.Y vle-" a no E PIV.'C® T E 1*m OF RV.=A AM DtOOEPOCr MPSO.M, OOWADOA ETU SEUM TtM DMMWA At0 A6WCIAIED ORA~ PN*o. ME ewu EE IEPORMD To MMICIM Al 01" 0010 COIOT.CTION WALL PWOCIED caRlR M laam %a RES-MM Y TO FEF ALL REOAlE *N%a IDLY MXDM ule t ro CART ErIR VA ItI j GODFA O a J N � a Z�� O w�o T� J � A w Q U a x (a 9 N 00 M O J C7 cm A O r^ C E U CU W x i a>ca O � N O � M E-I F L J OMIR R VERSION: 5.0 YIRC. DETNIs IR6A A-3.41 GENERAL STRUCTURAL NOTES: 1. ALL WORK SHALL CONFORM TO THE 2023 OBI EDITION OF THE FLORIDA ONTERNATIONAL) RESIDENTIAL CODE AND APPLICABLE COUNTY CODE AMENDMENTS. STANDARDS LISTED IN STRUCTURAL NOTE SECTIONS REFER TO THE VERSION AND EFFECTIVE DATE IDENTIFIED 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 CMUSITE DRAWINGS. COORDINATE THE STRUCTURAL DRAWINGS WITH THE REOUIREMENTS SHOWN IN THE OTHER COMPONENTS OF THE CONTRACT DOCUMENTS. 4. TYPICAL DETAILS AND OTHER SECTIONSDETAILS APPLY TO CONDITIONS THAT ARE SIMILAR TO THE CONDITIONS DESCRIBED IN THE SECTIONS/DETAILS, EVEN IF THEY ARE NOT SPECIFICALLY REFERENCED ON THE PLANS. S. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEANS, METHODS SEQUENCES AND PROCEDURES OF CONSTRUCTION, INCLUDING BUT NOT LIMITED TO TEMPORARY SHORING AND BRACING. 6. DO NOT SCALE STRUCTURAL DRAWINGS. IF DIMENSIONS ARE OMITTED OR NOT CLEAR, CONTACT THE ENGINEER. 7. CONSTRUCTION SHALL COMPLY FULLY WITH THE APPLICABLE PROVISIONS OF OSHA AND THE LOCAL GOVERNING CODES, CURRENT EDITION, AND ALL REOUIREMENTS SPECIFIED IN THE CODES SHALL BE ADHERED TO AS IF THEY WERE CALLED FOR OR SHOWN ON THE DRAWINGS. THIS SHALL NOT BE CONSTRUED TO MEAN THAT REQUIREMENTS SET FORTH ON THE DRAWING MAY BE MODIFIED BECAUSE THEY ARE MORE STRINGENT THAN THE CODE REQUIREMENTS OR BECAUSE THEY ARE NOT SPECIFICALLY REQUIRED BY CODE. S. THE ENGINEER'S SEAL APPLIES ONLY TO THE STRUCTURAL COMPONENTS ON THIS DOCUMENT. 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 REGARD. BACK CHARGES WILL NOT BE ACCEPTED, REGARDLESS OF FAULT, WITHOUT PRIOR NOTIFICATION BY BUILDER WITHIN 48-HOLORS AND INVESTIGATION BY FIELDSTONE. 9. THE TERMS 'CONCRETE SCREW AND'MRASONRY SCREW SHALL BE USED INTERCHANGEABLY WITHIN THESE DRAWINGS. CONCRETE/MASONRY SCREWS AS GENERICALLY SPECIFIED WITHIN THESE DRAWINGS SHALL REFER TO ONE OF THE FOLLOWING ACCEPTED MANUFACTURER PRODUCTS: SIMPSON STRONG TIE TTTEN TURBO, GENUINE TAPCON, Oft HILTI KWIK-CON II. 10. CONTENT LINKED WITHIN OR CODES THAT MAY BE SHOWN WITH THE DRAWING SET ARE FOR INFORMATIONAL PURPOSES ONLY AND THE PROFESSIONAL SEAL ON THIS DRAWING DOES NOT APPLY TO CONTENT CONTAINED WITHIN ANY OR CODES. 11. POST INSTALLED EPDXY ANCHORAGE GENERICALLY NOTED WITHIN THESE DRAWINGS SHALL BE EITHER SIMPSON STRONG TIE SET3G, OR HILT HIT-HY-150 DESIGN CRITERIA: 1. BUILDING RISK CATEGORY -II 2. VERTICAL LOADING: ROOF TOP CHORD LIVE LOAD =20 PSF (REDUCIBLE) ROOF TOP CHORD DEAD LOAD =7 PSF ROOF TOP CHORD DEAD LOAD (TILE) =15 PSF ROOF BOTTOM CHORD LIVE LOAD IW/ 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 DECKIBALCONY LIVE LOAD =40 PSF NOTE TO TRUSS 8 IJOIST MANUFACTURERS - ROOF 6 FLOOR SYSTEM DELEGATED DESIGN SHALL CONFORM TO THE FOLLOWING DESIGN STANDARDS: LOCATION TOTAL LOAD WE LOAD MAX TOOT AL ROOF TRUSSES I LJ240 L1240 1' FLOOR JOISTS/TRUSS I L/360 L l- 1 /7 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 LI6DO 3. FIELDSTONE AE CANNOT BE HELD RESPONSIBLE FOR ANY STRUCTURAL ISSUES RELATED TO ANY BUILDING COMPONENT IF COMPONENT SHOP DRAWINGS ARE NOT SUBMITTED TO FAE FOR REVIEW PRIOR TO FABRICATION, DELIVERY, OR INSTALLATION 3. LATERAL LOADING WIND CRITERIA: TORNADO WIND SPEED -NA 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 8 SEISMIC) =2000 PSF LATERAL EARTH EQUIVALENT FLUID PRESSURE WALLS UNBRACED AT TOP =40 PCF WALL BRACED AT TOP =55 PCF 5. GUARDRAILAUWDRAIL LOADING: ALL GUARDRAIL/HANDRAILS SHALL MEET 200 LBS (MINIMUM) CONCENTRATED FORCE APPLIED IN ANY DIRECTION. IN -FILL COMPONENTS OF GUARDRAIL SHALL MEET 50 PSF. THESE LOADS ARE TO BE EVALUATED INDEPENDENTLY AND ARE NOT TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD. DEFLECTION OF GUARDRAIL SHALL MEET THE CRITERIA SET FORTH BY THE INTERNATIONAL CODE COUNCIL EVALUATION SERVICES (CC -ES) AC 273 - "ACCEPTANCE CRITERIA FOR HANDRAILS AND GUARDS.' CONCRETE NOTES: 1. STRUCTURAL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE PER ACI 332 "RESIDENTIAL CODE REQUIREMENTS FOR STRUCTURAL CONCRETE'. 2. CONCRETE PRODUCTION AND PLACEMENT SHALL CONFORM TO THE REQUIREMENTS OF ACI 332 "RESIDENTIAL CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" EXCEPT AS MODIFIED BY STRUCTURAL REQUIREMENTS NOTED ON THE DRAWINGS. 3. CEMENT SHALL CONFORM TO ASTM C150 "SPECIFICATION FOR PORTLAND CEMENT.' CONCRETE SHALL 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: 6LAWN6 BADE: WITHIN UPPER 213 OF SLAB AND 314" MINIMUM COVER AT INTERIOR CONDITIONS; 1-1/2" MINIMUM COVER AT EXTERIOR CONDITIONS GONG ETE Aa0111DATT0l0 AOANBT EAffnt 3" FOAMED CONCRETE: 1-112- (,Y5 REBAR OR SMALLER) 2- (M6 REBAR OR LARGER) TOLERANCE +1- 3/8' S. RENFORGNG STEEL SHALL NOT BE CUT, BENT OR STRAIG�iTENED IN THE FIELD VNLESS APPROVED BY THE STRUCTURAL ENGINEER OR AS INDICATED ON THE DRAWINGS. 9. WELDING OF REINFORCING STEEL IS PROHIBITED UNLESS SPECIFICALLY DETAILED. WELDING WHERE DETAILED SHALL CONFORM TO AWS D1.4 SPECIFICATION. CONCRETE NOTES (CONTINUED): 10. CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH AS FOLLOWS: FOUNDATIONS 8 FOUNDATION WALLS: 2500 PSI SLAB -ON -GRADE 8 CONCRETE BEAMS: 2500 PSI 11. CONTRACTOR SHALL TIE REINFORCING STEEL SECURELY IN PLACE PRIOR TO PLACING CONCRETE AND PROVIDE SUFFICIENT SUPPORTS TO MAINTAIN THEIR POSITION WITHIN SPECIFIED TOLERANCES WRING ALL CONSTRUCTION ACTIVITIES. INSERTING DOWELS INTO WET CONCRETE IS NOT PERMITTED. ANCHOR RODS AND STEEL INSERTS SHALL BE SET BY TEMPLATE TO WITHIN A 1 Ar TOLERANCE IN ANY DIRECTION WITH MINIMUM EMBEDMENT AND EXACT PROJECTION INDICATED ON THE DRAWINGS, PRIOR TO PLACING CONCRETE. 12. HOOKED BARS SHALL BE STANDARD 90 DEGREE HOOKS PER AG UNLESS NOTED OTHERWISE ON THE DRAWINGS. MINIMUM LAP SPLICE SHALL BE CLASS B PER AG 318. LOCATION OF LAP SPLICES SHALL BE AS INDICATED ON CONSTRUCTION DOCUMENTS. 13. DOWELS INTO FOUNDATION SHALL MATCH SIZE AND SPACING OF VERTICAL REINFORCEMENT AT ALL COLUMNS, PIERS AND WALLS, UNLESS OTHERWISE NOTED. 14. CONTRACTOR SHALL OBTAIN APPROVAL PRIOR TO PLACING OPENINGS OR SLEEVES NOT SHOWN ON THE DRAWINGS, THROUGH ANY STRUCTURAL MEMBER. 15. ONE OF THE FOLLOWING CONCRETE SLAB ON GRADE CRACK CONTROL METHODS SHALL BE USED (CONTRACTOR PREFERENCE): • CONTROL JOINTS: SHALL BE FORMED, SAWED, OR TOOLED TO A 1' MINIMUM DEPTH WITHIN 24 HOURS OF CONCRETE PLACEMENT. MAXIMUM JOINT SPACING FOR UNRENFORCED 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-W1.4XWI.4. WELDED WIRE FABRIC SHALL BE FURNISHED IN FLAT SHEETS (ROLLS NOT PERMITTED) AND SHALL CONFORM TO ASTM A-1064 AND HAVE A MINIMUM SIDE AND END LAP OF 8INCHES. • MICRO- OR MACRO- SYNTHETIC FIBER REINFORCEMENT FIBER LENGTHS SHALL BE I TO 2-1/4' IN LENGTH. DOSAGE AMOUNT SHALL BE FROM 3/4 TO 3.0 POUNDS N ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116. THE MANUFACTURERJSUPPLIER 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 ACT 308.1 'STANDARD SPECIFICATION FOR CONCRETE CURING' AND ACI XISR'GUIIDE TO CURING CONCRETE'. FOUNDATION NOTES: 1. CONTRACTOR SHALL VERIFY ALL CONDITIONS, INCLUDING UNDERGROUND UTILITIES AND FIELD MEASUREMENTS AT JOB SITE AND REPORT ANY DISCREPANCIES TO OWNERS REPRESENTATIVE. 2. TOP OF SPREAD FOOTING ELEVATIONS NOTED ON PLAN ARE MINIMUM ELEVATIONS. IN ALL CASES FOOTINGS ARE TO BEAR ON UNDISTURBED NATURAL SOILS OR ENGINEERED FILL HAVING A MINIMUM NET ALLOWABLE BEARING CAPACITY OF 2WO PSF. 3. SIDES OF FOUNDATIONS SHALL BE FORMED UNLESS CONDITIONS PERMIT EARTH FORMING. FOUNDATIONS POURED AGAINST THE EARTH REQUIRED THE FOLLOWING PRECAUTIONS: SLOPE SIDES OF EXCAVATIONS AS APPROVED BY GEOTECHNICAL ENGINEER AND CLEAN UP SLOUGHING BEFORE AND DURING CONCRETE PLACEMENT. PROVIDE POLYETHYLENE VAPOR RETARDER COMPLYING WITH GOVERNING BUILDING CODE LISTED ON THIS SHEET AGAINST SOILS WHERE CONCRETE IS TO BE PLACED; LAP ALL EDGES 6 INCH (MINIMUM) AND SEAL WITH ADHESIVE. 4. WHERE FOOTING STEPS ARE NECESSARY, THEY SHALL BE NO STEEPER THAN ONE VERTICAL TO TWO HORIZONTAL U.N.O. 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 SUGHT, ENTER A FOOTING EXCAVATION AFTER SUB -GRADE APPROVAL THE SUB -GRADE SHALL BE RE INSPECTED BY THE GEOTECHNICAL ENGINEER/ TESTING LABORATORY AFTER REMOVAL OF WATER OR FROST. 7. CONTRACTOR SHALL FURNISH ALL REQUIRED DE WATERING EQUIPMENT TO MAINTAIN A DRY EXCAVATION UNTIL BACKFILL IS COMPLETE. 8. A GEOTECHNICAL ENGINEER REGISTERED IN THE STATE OF WORK PERFORMED SHALL INSPECT THE CONDITION AND ASSURE THE ADEQUACY OF ALL SITE PREPARATION, SUBGRADES, FILLS, BACKFILLS BEFORE PLACEMENT OF FOUNDATIONS, FOOTINGS, SLABS AND WALLS. HE SHALL SUBMIT REPORT TO THE ARCHITECT/ENGINEER DESCRIBING HIS INVESTIGATIONS OF ANY NON -CONFORMING WORK BACIFILL ING: 1. DO NOT PUCE BACKFILL AGAINST FOUNDATION WALLS - DESIGNED AS SUPPORTED AT TOP AND BOTTOM - UNTIL BASEMENT LEVEL AND FIRST FLOOR SYSTEM ARE IN PUCE. SHORE AND/OR BRACE WALLS AS REQUIRED IF BACKFILLNG OPERATIONS ARE TO BE CARRIED OUT PRIOR TO PLACEMENT OF FLOOR SYSTEM. 2. WHERE BACKFILL IS TO BE PLACED ON BOTH SIDES OF FOUNDATION WALLS, PROVIDE A BALANCED BACKFILL AGAINST FOUNDATION WAITS TO ELIMINATE LATERAL LOAD EFFECTS, OR PROVIDE NECESSARY TEMPORARY LATERAL SUPPORT TO THE TOP OF THE WALL UNTIL PERMANENT SUPPORT IS INSTALLED. 3. BACKFILL MATERIAL SHALL CONSIST OF CLEAN, WELL GRADE GRANULAR SOILS, FREE OF ORGANIC MATERIAL AND BE COMPACTED TO 95% OF MAXIMUM DENSITY, AS DETERMINED BY THE MODIFIED PROCTOR METHOD (ASTM D1557), IN UFTS NOT EXCEEDING 8 INCHES. MASONRY NOTES: 1. CONCRETE MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH AG 530, 'BUILDING CODE REOVIREMENTS FOR MASONRY STRUCTURES' AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 530.1, 'SPECIFICATIONS FOR MASONRY STRUCTURES.' 2. CONCRETE MASONRY SHALL CONFORM TO ASTM C90 AND HAVE A MINIMUM COMPRESSIVE STRENGTH Pm - 1,500 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 WAIT 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 RENFORGNG SHALL BE CONTINUOUS U.O.N. LAP SPLICE REINFORCING PER THE SCHEDULE OR USE MECHANICAL SPLICES ADEQUATE FOR 125% OF SPECIFIED YIELD STRENGTH OF THE BAR. LAP VERTICAL REINFORCEMENT WITH MINIMUM DOWELS OF SAME SIZE AND SPACING THAT HAVE BEEN PREVIOUSLY INSTALLED IN THE FOUNDATIONS. DOWEL EMBEDMENT IN CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF THE CONCRETE NOTES. BAR SIZE LAP SPLICE LENGTH BEND DIAMETER AG HOOK M4 20' 3• 10' A15 25' 33/4' 1& M6 34' 4-1/7 11' MASONRY NOTES (CONTINUED): 10. REINFORCING BARS SHALL BE HELD IN POSITION BY WIRE TIES OR OTHER APPROVED MEANS TO ENSURE DESIGN LOCATION AND LAP. PLACE BARS AND LAP PRIOR TO GROUTING. 11. GROUTING OF MASONRY WALLS SHALL CONFORM TO RECOMMENDED PROCEDURE FOR "LOW LIFT GROUTING' OR 'a LIFT GROUTING' AS OUTLINED IN THE NCMA-TEK 3-2A- GROUTING FOR CONCRETE MASONRY WALLS AND ACT 5301ASCE 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 4114CHES INTO THE PREVIOUS COURSE OF MASONRY BELOW. 13. MASONRY BELOW GRADE SHALL BE GROUTED SOLID. 14. CONTRACTOR SHALL BRACE MASONRY WALLS TO RESIST WIND LOADS UNTIL FLOORS AND ROOFS ARE IN PLACE, AND THE MASONRY HAS REACHED 75% OF THE REQUIRED STRENGTH PM. BRACING SHALL BE PROVIDED IN ACCORDANCE WITH OSHA - CONSTRUCTION SAFETY STANDARDS FOR MASONRY WALL BRACING AND NCMA TEK 3-48 -'BRACING CONCRETE MASONRY WALLS DURING CONSTRUCTION.' WOOD FRAMING NOTES: t. STRUCTURAL SAWN LUMBER, STRUCTURAL COMPOSITE LUMBER, AND CONNECTIONS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE *NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION.- (NDS) 2. PLYWOOD HAS BEEN DESIGNED IN ACCORDANCE WITH "PANEL DESIGN SPECIFICATION.' AND SHALL CONFORM TO 'VOLUNTARY PRODUCT STANDARD PSI CONSTRUCTION AND INDUSTRIAL PLYWOOD.' 3. ORIENTED STRAND BOARD (OSB) SHALL CONFORM TO 'VOLUNTARY PRODUCT STANDARD PS2 PERFORMANCE STANDARD FOR WOOD -BASED STRUCTURAL -USE PANELS'. 4. ALL BEAMS AND HEADERS SHALL BE M-PLY U.N.O. 5. WOOD SILL PLATES AND WOOD WALLS SUPPORTED ON CONTINUOUS CONCRETE OR MASONRY SHALL BE ANCHORED WITH 1/7 DIAMETER CAST -IN -PLACE ANCHOR BOLTS WITH T EMBEDMENT, 4" (MINIMUM) AND 12- (MAXIMUM) FROM END OF SILL PLATE(S), LOCATED WITHIN THE MIDDLE THIRD OF THE SILL PLATE, WITH NUT AND 3-x3-x0.M- WASHERS AT THE ANCHOR SPACING BELOW: MAXIMUM ANCHOR BOLT SPACING = 7-0' O.C. REFER TO 'PRE -APPROVED FIELD REPAIR NOTES' SECTION FOR ALTERNATE ANCHORAGE APPROVALS. FOR OTHER ANCHORS NOT LISTED, SUBMIT TO ENGINEER OR RECORD FOR REVIEW. 6. ALL LUMBER N CONTACT WITH EARTH, CONCRETE, OR MASONRY - AND WOOD BEAMS POCKETING INTO CONCRETE OR MASONRY WALLS HAVING CLEARANCES LESS THAN 1/2'ON TOP, SIDES, AND END(S) SHALL BE PRESSURE TREATED OR SEPARATED WITH AN IMPERVIOUS MOISTURE BARRIER. 7. STRUCTURAL SAWN LUMBER SHALL BE SPRUCE -PINE -FIR NOA NO2 OR BETTER U.N.O. WITH BASE DESIGN VALUES: Fa= 875 PSI F - 425 PSI FT = 450 PSI F,= 1150 PSI Fv= 135 PSI E= 1400 KSI WITH THE MOISTURE CONTENT OF THE WOOD IN SERVICE WILL NOT EXCEED 19%. 8. BEARING AND EXTERIOR WALL STUDS SHALL BE CAPPED WITH DOUBLE (2X) TOP PLATES INSTALLED TO PROVIDE OVERLAPPING AT CORNERS AND AT INTERSECTIONS. END JOINTS IN DOUBLE (2X) TOP PLATES SHALL BE OFFSET AT LEAST 24 INCHES AND SHALL BE NAILED WITH NOT LESS THAN (6)-0.162-4-112- 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 NO2 OR BETTER WITH BASE DESIGN VALUES: Fa= 11 OD PSI F = 565 PSI FT- 675 PSI Fc= 1450 PSI FV= 175 PSI E= 1400 KSI WITH THE MOISTU4 CONTENT OF THE WOOD IN SERVICE WILL NOT EXCEED le%. 9. STRUCTURAL COMPOSITE LUMBER SHALL CONFORM TO ASTM D 5456 WITH THE FOLLOWING ALLOWABLE DESIGN STRESSES MICFK LLAM LVL PARALLAM PBL (h TROE iBTRAND t8L E = 2000 KSI E - 1800 KSI E = 13DO KSI F, - 2800 PSI FB - 2400 PSI FS = 1700 PSI I') -'BOOZER BEAM 2.1 F ARE AN ACCEPTED ALTERNATE TO PSL COLUMNS SPECIFIED ON PLANS PROVIDED THE'BOOZER BEAM 2.1E IS OF EQUAL OR GREATER SECTION DIMENSION TO THE PSL COLUMN AND OF EQUAL OR LESSER HEIGHT 10. FLOOR SHEATHING SHALL BE 23132 INCH, APA RATED SHEATHING, 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 MELT APA SPECIFICATION AFG.01, APPLIED IN ACCORDANCE WITH THE MANUFACTURERS 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. C WALL HEIGHT 8FT 9FT 10FT STUD SIZE HEADER SPAN IT 4 1J/1K 1J/1K 1J/1K 6 1J/1K 1J/1K 1J/2K 8 I 1J/1K 1J/2K 1J/3K 10 1J/2K 1J/2K IJ/4K 2x4 12 1J/2K 1J/3K 1J/4K 14 1J/2K 1J/4K ENG 76 12 1J/4K ENG 18 1J/3K ENG ENG WINDSPEED OF <= 140 EXP. C WAIT HEIGHT OFT 9FT 1OFT STUD SIZE HEADER SPAN (FT) 4 1J/1K 1J/1K INIK 6 1J/1K 1J1IK 1J/IK 8 1J/1K 1J/1K 1J/1K 10 1J/1K INIK 1J/1K 2x6 12 1J/1K 1J/1K 1J/1K 14 1J/iK 1J/1K 1J11K 16 1J/1K 1J/1K IJJ1K 18 1J/1K 1XIK 1J/1K 13. WALLS SHOWN ON THE FRAMING PUNS ARE LOAD BEARING WALLS; WALLS NOT SHOWN ON STRUCTURAL FRAMING PLANS ARE INTERIOR NON -LOADING BEARING PARTITION WALLS. 14. LOAD BEARING WALLS SHALL BE CONSTRUCTED WITH 2X STUDS AT 16" O.C. MAXIMUM U.N.O. NON -LOAD BEARING PARTITION WALLS SHALL BE CONSTRUCTED WITH 2X OR METAL STUDS (18 GA. MIN.) Q 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 ELEMENTS SHALL COMPLY WITH THE IRC TABLE R602.3(1). 17. FLOOR SYSTEMS ARE DESIGNED BY THE TRUSS AND/OR WOOD I- JOIST MANUFACTURERS DELEGATED ENGINEER AND BE IN CONFORMANCE WITH THE LOADS d DEFLECTIONS IDENTIFIED IN THE DESIGN CRITERIA NOTES SECTION. INSTALL PER MANUFACTURERS RECOMMENDATIONS, NOTES, AND DETAILS. FLOOR FRAMING CONCEPT LAYOUTS SHOWN WITHIN THE DRAWINGS ARE FOR ILLUSTRATIVE PURPOSES ONLY TO DEPICT FLOOR SYSTEM -TO -WALL CONNECTIONS. CHANGES TO THE CONCEPTUAL FLOOR LAYOUT SHOWN IS NOT PERMITTED WITHOUT A LETTER AND REVIEW FROM THE ENGINEER OF RECORD. PREFABRICATED WOOD I -JOIST SHALL CONFORM TO ASTM D 5065. JURISDICTION SPECIFIC NOTES: 1. FOR PARTIALLY ENCLOSED AREAS, INCLUDING BUT NOT LIMITED TO LANAIS, PORCHES, AND BALCONIES A 1/2' (MINIMUM) EXTERIOR GRADE SOFFIT BOARD WITH A CEMENTITIOUS KNOCKDOWN FINISH IS ACCEPTABLE PROVIDED THAT IT IS PANTED MEETING THE REOUIREMENTS OF ASTM C932 TO GIVE THE CEILING WATER RESISTANCE. THE SOFFIT BOARD PRODUCT SHALL BE ATTACHED PER MANUFACTURER SPECIFICATIONS TO BE IN COMPLIANCE WITH R703.1. 2. THE SOFFIT DESIGN PRESSURE IS AS NOTED IN THESE DOCUMENTS. WITH KAYCAN VINYL SOFFIT INSTALLED IN ACCORDANCE WITH MANUFACTURERS REQUIRMENTS AND ICC-ES EVALUATION REPORT ESR-1495 THE SOFFIT WILL COMPLY WITH R703.1. PRE-ENGINEERED ROOF TRUSS NOTES: 1. ROOF TRUSS SHOWN ON STRUCTURAL DRAWINGS IN CONCEPTUAL ONLY TO ILLUSTRATE TRUSS -TO WALL CONNECTIONS AND DOES NOT SERVE AS A ROOF TRUSS DESIGN. ROOF TRUSSES SHALL BE DESIGNED AND MANUFACTURED 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 MANUFACTURERS 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 PUNS 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 d VERIFY ALL TRUSS CONNECTORS ARE SUFFICIENT TO WITHSTAND THE UPLIFTMTERAL LOADS IMPOSED 4. TRUSS MANUFACTURER SHALL PROVIDE HANGERS AND CONNECTIONS ADEQUATE FOR LOADS AT ALL TRUSS -TO -TRUSS, TRUSS -TO -SEAM, AND BEAM -TO -TRUSS CONNECTIONS. 5. REFER TO ARCHITECTURAL DRAWINGS FOR TRUSS SHAPE, OVERHANG, DIMENSIONS, SLOPES, SPANS, DRAINAGE, BEARING WALL HEIGHTS, ETC. 6. THE POSITIONS, WEIGHTS, AND METHODS OF ATTACHMENTS OF ALL MECHANICAL UNITS, ELECTRICAL FIXTURES. PLUMBING, FIRE SPRINKLERS. ETC SHALL BE INCLUDED IN THE DESIGN OF THE TRUSSES BY THE TRUSS MANUFACTURER. SEE ARCHITECTURAL DRAWINGS FOR ATTIC ACCESS SIZE AND LOCATIONS. 7. SUPERIMPOSED LOADS FROM SECONDARY FRAMING Q.E. SOFFITS, PARAPETS, VALLEY FRAMING, UPPER TRUSSES, ETC) SHALL BE INCLUDED IN THE DESIGN OF SUPPORTING TRUSSES. 8. CONTRACTOR TO PROVIDE TRUSS BRACING PER BCSI-B3 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 i5 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 Is- (H) x 4' (V) AT FLOOR LEVEL DRILL AND EPDXY 05 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 BEAMIBOND BEAM. COMPLETE GROUTING OF WALL 2. MISSINGIMISPLACED ANCHOR BOLT: ALTERNATE SILL PLATE ANCHORAGE SOLUTIONS NTD CONCRETE. A 1 /2'x6" TTTEN HD WITH 1-3/4' MINIMUM EDGE DISTANCE AND 6" MINIMUM END DISTANCE IS A DIRECT 1:1 REPLACEMENT FOR A 112" DIAMETER ANCHOR BOLT WITH 7• EMBEDMENT INTO CONCRETE. A 112' THREADED ROO SET3G EPDXY 7" EMBEDMENT WITH 13/4" 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. KID GROUT FLLED MA90N1Y (OFCMIR: A 1/2x6' TTTEN HD WITH 1-3A" MINIMUM EDGE DISTANCE AND 8' MINIMUM END DISTANCE AT 4'-0" O.C. REPLACES A 12' DIAMETER ANCHOR BOLT WITH T EMBEDMENT AT 6-0" O.C.; LIKEWISE A 1/2'x6' TITEN HD WITH 1-3/4" MINIMUM EDGE DISTANCE AND O" MINIMUM END DISTANCE AT 2-0' O.C. REPLACES A 112" DIAMETER ANCHOR BOLT WITH 7" EMBEDMENT AT 4'-0' O.C.. 3. SIMPSON MASH SILL ANCHORS MAY BE USED AS AN ALTERNATE TO THE ANCHOR BOLTS AND SPACING NOTED HERE -IN ACCORDING TO THE FOLLOWING TABLE: BASIC WIND SPEED (MPH) MAXIMUM SPACING <140 6'-w 1 40 1'$ 150 1". NOTES: 1. MASA SPACING BASED ON NO MORE THAN ONE IN THREE INSTALLED WITH ONE LEG INSTALLED VERTICALLY ATTACHED TO STUD MISSING/MISPLACED TRUSS STRAP ANCHOR: REFER TO 'MISSED TRUSS STRAP REPAIR' DETAIL WITHIN DRAWINGS. FOR MISLOCATED TRUSS ANCHORS WHICH ARE GREATER THAN 1/8" BUT LESS THAN 1-112" 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' I.G. NAILS). WHEN GAP IS GREATER THAN 1-112'. INSTALL NEW ANCHORS. MASONRY WALL OVERHANGING SUB < 5/8' NO REPAIR REOD 518" < OVERHANG < 1-1/2" GROUT SOLID BOTTOM 3 COURSES OF AFFECTED WALL LENGTH > 1-1 /2' CONTACT ENGINEER OF RECORD FOR REPAIR NOTCHED TOP PLATES 8 STUDS REQUIRING REPAIR AT 6TiDN 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 WAITS; 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 HOLEJNOTCH 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'X1-112" SDS SCREWS. FOR MULTI -PLY 2X STUDS USE HSS2--♦--SDS3 WITH (12)-1/4-X3" SDS SCREWS, WHERE "N' CORRESPONDS TO THE NUMBER OF STUDS IN THE MULTI -PLY. ATTDP PLATE$: A HOLE, CUT, OR NOTCH THAT IS GREATER THAN 50% OF THE PLATE WIDTH IS REMOVED FOR PIPING (EXCEPT WHEN THE SIDE OF THE WALL WITH THE NOTCH OR CUT IS COVERED BY WOOD STRUCTURAL PANEL SHEATHING), OR THE PLATES ARE CUT THROUGH. THE REQUIRED REPAIR IS A GALVANIZED 16-GAUGE METAL TIE THAT IS AT LEAST 1-112" WIDE AND MUST BE FASTENED WITH (8)-16D NAILS ON EACH SIDE OF THE OPENING. 000 Fieldstone O `� C C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERING: No. 860 29349 - D IBRAHEM ELAYEB, PE �\ P.E.# 91476 ■ BENJAMIN NIESE PE 0 STATE OF lV�� P.E.# 86025 i�� ' !��ORIOO' • ' 0���� 05/24 DATE MlcMpan 3400 Aubum Rd Suite 200 Aubum Hills, MI 48326 +1 248.622.4035 Florida 129M Tampa Oaks Blvd. Suite 150 Tampa, FL 33637 +1 813.466.3310 www.heldstoneae.com 00 M O a z O Q V► z NN ~ W o ") O w w W U a �^ x � N o co O 04 F -I SWAT 1 a�. I I DRAWN BY: I FAE I I VERSION: 5.0 SHEET NAME COVER SHEET SHEET RY SO.1-140 $ -7-v L81"! 2 STORY ( F Ol ""WW'LM FMIKIt-M =oLM MCILM RM VMILM N w =111111F.11111 so RN Z 9 �11[1011111 Pat" IVIRM MRM PER PLAN PER PLAN Iffilall PER PLAN WM20V FGM4)33 Fmall "M rokoLM.Milm worrLl torn 4$"� ID BP ox:imm000lmm w am 11111110 M Orr 2 SIT' 2 STORY eoslru Alrlller 8MMMAMW2A1@GWM STORY 2STORY 1110112023 WIFEMMM 11/0112023 F FMM-040 FI;IZ7= comvm MMYL olu \ Fill &NAESKI(PIKLM 01 PORM "ox 01WMPI0'-0'Wall owmilill I 3- me we STORY 2 STORY 2STORY -0 toot ( Sam D" w zrw2= FDBT- T-W4 11/01L2023 w"@UMMMffM� FMG.070 \/NOT TO SCALE FMG-M WILAR11 MRS Tyow al "Cat IRMWNca � omcanmRm 1111101 am 4 IT meallowsom Kill 1. onnotomm .maIoax rat ."ISAW1111110,01 am WORM 8,-�O)PWG SM @ Kr. WALL PEA" SMEDGEMBSNBIUMM 11101/2023 REWORMIENT @ M COMM 11/01/2023 f23 -- NOT TO SCALE F1413,100 E�� FZ1 13 FGG-120 001=41111" -� NEM , Nlkllltm MEW - 11100110 1mn�1111,101" SEE FOUNDATION PLAN IV- 9 1/1V SEE FOUNDATION PLAN mmits" IF---------------------- LI 47 ---------- E)MEMIN PBMTN - 11112/2021 IEMNS QWW 2/28/2022 FMr*0 FMZSD &XIMEW011RUlAt 101 111111M F-')TWM IN TTO SCALE A an I 4r 0P ow 2 STORY -AMUMILDIN ANGAMPEAIM 00%, Fieldstone 01 f% A 4A AQ^Ul'rC^"QC AA26002802 C.O.E.# ENGINEERING: 29349 13 IBRAHEM ELAYEB, PE P.E.# 91476 N BENJAMIN NIESE, PE P.E.# 86025 05/06/2024 DATE 0 TE OF XORIOPI Hit Pis - ig!'111swul� 4b Michigan 3400 Aubum Rd Suite 200 Aubum Hills, MI 48326 +1 248.622.4035 Fbdda 12906 Tampa Oaks Blvd. Suits 150 Tampa, FL 33637 +1 813.466.3310 www.fieldstoneas.com 00 Cc) F-4 0 z 0 art z > w LU 0 w in. o w r- -1 L DRAWN BY: FAE VERSION: 570] SHEET NAME FOUNDATION DETAILS SHEET * S1.0 41AY tau 3-ta 3-7 15'4r w 24W4'x1r CONC. FTG. w/ I4 VERIFY M A VERIFY M A BARS O 12' O C. EA WAY w T N w I H iv el T $ w/ OPT. SCREEN w � v, ENCLOSURE 111 O w n O e! rH 4'6 3'-r TAW 4'-V ,§. § R° O N VERIFY M.O. T/ VERIFY MO. h to; m IR oil I I I m I m m I �9-0* I I I b� I I 12'-21/7 T-63/4' 5'-51/r 4'-2' 4'-71/4 2v - 1J_: -------- .. o Y o II!I I I? VE —ARI I I lW — —• 2a-11 t,r I m t; IVERIFY y M.O. t VERIFY - M.O. � p O � '-2' 4.-1 2'4r I k4 w O N o b e! I H b O I W-r v N ip a I T 24 '.12' CONC. FIG. wl f4 BARS p 'M I 1r O.C. EA. WAY I b 'a 'v VERIFY M.G. z 164r r 211- gg 3(Y4' FOUNDATION PLAN - ELEV. "J" SCALE. 1/4'=1'U' NOTM 1. 31/2' CONCRETE SLAB ON GRADE OVER VAPOR BARRIER 2. REFERENCE FIN SHED FLOOR ELEVATION = OO' 3. REFER TO DWG SOA FOR GENERAL STRUCTURAL NOTES ORO Fieldstone C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERING= 29349 O IBRAHEM ELAYEB, PE P.E.# 91476 ■ BENJAMIN NIESE, PE P.E.# 86025 05/06/2024 No.860 TE OF 01/ AL Mlchlpan 3400 Aubum Rd Suite 200 Aubum Hills, MI 48326 +1 248.622.4035 FWde 12906 Tampa Oaks Blvd. Suite 150 Tampa, FL 33637 +1 813.466.3310 www.fieldstoneae.com 00 M C) z Z O /^� G rI� V ~ z > W Ell0-4w o W LU x U < � � a � � N W o n m H r L J CONTINUOUS LINTEL OVER - MASONRY COLUMN. DRILL 3" HOLE IN BOTTOM OF LINTEL AND EXTEND VERTICAL REBAR THROUGH LINTEL 8F76OB/1T 25 SH 25 SH �- LINE OF FLOOR ABOVE T— EI f4! LINE OF FLOOR ABOVE 8F16-18/1T �BF32-OB/1T 8F76-OBMT W LINTEL RECESS 25 SH 2868 DOOR 0 I I POUR SOLID 8F34-1130TPOUR SOLID 16070 OHGD 3010 TRANS ABV. POUR SOLID BF76-0B/1T LINTEL RECESS BF76-OB/1T 3080 DOOR 1 H34 SH LINE OF FLOOR ABOVE 8F16-OBl1T FIRST FLOOR WALLMEADER PLAN - ELEV. IIJII SCALE: 1/4"-1'-0• IIDTE9: 1. REFER TO DWG SO.1 FOR GENERAL STRUCTURAL NOTES O0O Fieldstone C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERINGI: =` 29349 O IBRAHEM ELAYEB, PE P.E.# 91476 ■ BENJAMIN NIESE, PE P.E.# 86025 05/06/2024 DATE UW11 AND BOND BEAM LEGEND L BOfD6YW1BEf17ClildlfN00lwIN16N119g11N11b4 6pINIpRAWIDF9NE191E1E = i ININfNNE1LN�M6RI8D�IN198d1A11tiy1NO1Y ww. i IM191NIXAC18MtiIWI01NE1NYWINNWIE NBII111111101 l N1DNiW9fl'•NUM6 i 6WENI011111B.I11WW MEA111000EµfIdINL LNWWCRWAS 11PEN 111111 I F-HI®M1118WN•I11i1® r a WMOF161BINAT1N10fOF 1 UOBOW !}F16-1 B/1 T }L f �gMNIWAIII311640 L IA1rYlEN1r wwLwull - remxnWNNm j Eoo 1-1/2' CLEAR �zr OU _ - aiOOr ONO �ENigfllBllp®NINIa 7-5/8• ACTUAL 8" NOMINAL HEIGHT EIn Os §§@ 5gag� E Fa$SfrE�e$B>£-frao g s'€ €� 'gfrE^n- 8'fr_€€b�e:Bfr�s�z fr Oo°tea fi-''a 6��,8I� `s F Samoa s�mfiv�sl r Michigan 3400 Auburn Rd Suite 200 Auburn Hills, MI 48326 +1 248.622.4035 Florida 12906 Tampa Oaks Blvd. Suite 150 Tampa, FL 33637 +1 813.466.3310 www.fieldstoneae.com z I O z W H4 J w Q Co) Cn � ►1 LU F U a � Cn a a � N W o O V V' DRAWN BY: FAE No.860 01 VERSION:5.0 — SHEET NAME ,Q �\ FIRST FLOOR �Q STATE OF ��� WALL/HDR PLN SHEET # S2.1 J w -- w -" (2)13/4"x1W LVL r �® _ OR GIRDER PER MANUF. _- w w HTS16 TO (2) 2x4 BUILT UP COLUM. DTT2Z @ BASE OF COLUMN w/ (8 1/4"0-1/2" SOS & 1/2" ATR SET-XP EPDXIED TO TOP OF CMU WALL BELOW, MIN. 6" EMBED 116 SIM. w I K7 � Nt META16 I OR GIRDER PER MANUF. 113'-5" (2) 1 3/bkt6" LVL OR GIRDER PER MANUF. !l1 - - I k1 K1 @ FLOOR TRUSS: 2x VERTICAL M1 - REQ. AT THIS LOCATION FOR 2nd FLOOR STRAPPING. DESIGN FOR K7 M� A CONCENTRATED REVERSIBLE WIND LOAD OF 2,N000 LB II FLOOR/LOW ROOF FRAMING PLAN ELEV. II JII SCALE: 1/4•-1'-0' NOTES: 1. REFER TO DWG SO.1 FOR GENERAL STRUCTURAL NOTES 2. REFER TO DETAILS ON DWG 54.1 FOR ROOF SHEATHING REQUIREMENTS ROOF FRAMING PLAN ELEV. II JII SCALE. 1/4• 1'-0' P. - 1. REFER TO DWG SOA FOR GENERAL STRUCTURAL NOTES 2. REFER TO DETAILS ON DWG S4.1 FOR ROOF SHEATHING REQUIREMENTS HTS 16 TO (2) 2x4 BUILT UP COLUM. DTT2Z @ BASE OF COLUMN W/ (8) 1/4"xi-1/2" SDS & 1/2" ATR SET-XP EPDXIED TO TOP OF CMU WALL BELOW, MIN. 6" EMBED OHO Fieldstone C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERING: - 29349 r� IBRAHEM ELAYEB, PE P.E.# 91476 ■ BENJAMIN NIESE, PE P.E.# 86025 05/06/2024 DATE NS UNLESS OTHERWISE NOTED ON PLANS: 1. ALL TRUSS STRAPS TO MASONRY ARE TO BE META16. 2. ALLTRUSS 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/ed NAILS MIN. SIMPSON H2.SA MAY BE USED ON JACK TRUSSES ON THE EXTERIOR OF THE WALL W/8d 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 $DWC15600 B) MULTI -PLY TRUSS REQUIRE (2) SDWC15600 AT EA. PLY C) (1) SDWC15600 SCREW FROM TOP PLATES TO JACK TRUSSES 4. FOR DBL TWIST STRAP TRUSS CONNECTIONS (LTS/MTS/HTS) REFER TO DETAIL R60 FOR INSTALLATION CONFIGURATIONS. MUM FOR PLANS FIELDSTONE AE IS NOT CONTRACTED TO PERFORM TRUSS REVIEW ON, THE CONTRACTOR IS RESPONSIBLE TO ASSURE THE DIRECT COMPLIANCE OF TRUSS MANUFACTURER LAYOUT TO THESE DRAWINGS & VERIFY ALL TRUSS CONNECTORS ARE SUFFICIENT TO WITHSTAND THE UPUFTMTERAL LOADS IMPOSED. IF ANY TRUSS CONNECTOR SHOWN IN THESE DRAWINGS CAPACITY HAS BEEN EXCEEDED, THE TRUSS MANUFACTURER SHALL NOTIFY THE ENGINEER OF RECORD IMMEDIATELY s"•-fr S6°y�R�x e8$ �•• frog Nfr$fra s�°8F Y'b5 g �gfrS fi3fr5fa�"�� © onfrc C�Egy a$$ tL�=-e:fii{ebe 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 00 M C Q A ,11 w z W W o U Q � CC W o E'+ F_ 7 IIIIII///// ��pMl-l1ii,�� L J DRAWN BY: I FAE s N 02 VERSION: SA • — SHEET NAME •0 �\ FLOOR/LOW ROOF FRM PLN � Q� •� STATE OF .•• Q/` SHEET # G S3.1 J 111 STRUCTURAL SHEATHING SEE PLAN AND DETAILS FOR ATTACHMENT Mw Illalal6 PAM1 PRE-ENGINEERED wpl♦ 11/Y WOOD TRUSSES w. wlfOCwiw11E mM1laRmmT 4°-11°H�4°-14• AT 24.O.C. MAX .�l►wLI�wIEawMwl 1 11I1 // 3' 2a RIBBON BOARD yL2x BLOCION(' AT ATTACHED TO TRUSS SHEATHNG EDGES w/ (3) W (3) 10d NAILS, 2 r 1 1 _ -�Sd NAILS INTO TRUSS Ir O.C. CENTER MAX. 3/4' 3H'CONTINUOUS 14' +1- 114'STRUCTLRAL SHEATHINGSPACING a10�aM'Imla.mM1AY l���221 221/2'CONTINUOUS STRUCTURAL Ml�w{MEwiOAlEw.wlaa OuENAL PEA TYPICAL ���OPTIMAL OPTIMAL SHEATHING NAIL PEASHEATHING DETAIL 22 1/2' TRUSS OR TYPICAL TRUSS TYPICAL SHEATHING DETAIL ANCHOR PEA PLAN DETAL AT TRUSS HEEL > 91H' TYPICAL TRUSS 1.17aammll� WmalK \ �L�� ~� "M 30° TRUSS OR 1,-W O� RAFTER TRUSS OR RAFTER TRUSS OR RAFTER ANCHOR PER PLAN I*11.LI6�� �a�Mml� a RAFTS 1 (2) SDWCIS600 (2) SDWCISWO (2) SDWC15M 1g1E Nramlu arrlm a mLLIMal1�Im�MIal..imaW1 SDWC15600 REFERSPECIT TRUSS ARCHITECTURAL INFORMATION. DRAWINGS (I.s HEEL HEIGHTS, MANUFACTURER FOR ®LAtiwlt>IM RMI m m m m m m mAwILImIRm11IaM1 OVERRAN( OVERHANG OVERHANG OVERHANG OVERHANG STRUCTURAL SHEATHING, SEE EaM10Ym� PER PLAN PER PLAN PER PLAN PER PLAN PER PLAN PLAN AND DETAILS FOR 1/Y-13/4' 3/4'-11H' 314'-11H' 12'.1' 111.1' 11-71.1 1/2'-7UY ATTACH ENT mB��1�M'xOC �E�CraIY A mlEmcmmamM ImEtaC0almamA OmE�I>a1MIN�f mIE�CCtiYM141M PRE-ENGIN EERED WOOD R TRUSSES AT 24' O.C. MAX (<wamlmM (wwAMmlmmA (.wMmlMallUq p�.161df1, wal®1pY11wlMBAl1� rpl1N.�TallmlA� NalTil�I1d111EIID1�ffi mML1mIWAlImMD wIIL7mwIMRltml1107Mm1fw1 TRUSS ANCHOR 1wMOalaRMl (�� TMMmiHI PER PLAN NIOL�Mnm1 mwmamalLlmmw o •a FASCIA. (SEE ARCH DWGS) o o I.,ICLLImmmL o BOND BEAM PER PLAN DETAIL AT TYPICAL TRUSS �AlICL1MMatMIr _ W HEEL < 91/4' r10 n E 1V�0H 1�M 11/01/2023 S FW � 11/01I2023 ST_11PwM IV LMALETOP RATE 171Atrr� 11/01/2023 NOT r0 SCALE R;MWIO RW W-020 FI W~-030 M1e'e.EBIxoL: wWe arlaa>rfLLu1 mmlxoc mrlllw IGTimml.Ml Im MFLM fimaml TIwm4RA w�IMlMwrllw am RmCImMm IW"Bur ♦. Ill �a me6Mt eru ---.-----.----- maaamnm iIr11A1HMiQLLM4MlWQ7tl viILIMllwmno M=OMWULffRO 10 PAMWOaNNLIVU �11LRh717 tALLLI A�1 VfO1f1YIm 11/0112023 NOT TO SCALE RWG-O60 11Eo�OffaGrAw wLA,111L1611R POEMIMIMmm� TMl111mA1w IEaY®T�RxOC mD�IBMMD roeuE /mrMmlul rcwftn mmm �IIREma eF. FNWA1WA=@NffiM8ff.W&Wk"11/01rm NOT TO SCALE RWM-070 CONTINUOUS CONT. 2X4 (MIN.) w/ STRUCTURAL STRUCTURAL (2) 10d NAILS SHEATHING PER PLAN SHEATHING, SEE PLAN FOR 2X4 OUTRIGGER AT 2!' O.C. READ AT ATTACHMENT OVERHANGS GREATER THAN 15. 10d TOENAILS ® ATTACH TO GABLE DROPPED TOP CHORD OUTRIGGER TO (2) A35 @ EA TRUSS w/ (3)1 Od g O.C. TRUSS TO W TYP TRUSS CONNECTOR PER PLAN HORIZONTAL BRACE. TOP PUTS ONE EA SIDE TOENAILS WALL FRAMING ALONG Top PUTE STRUCTURAL DROPP®TOP GABLE 11� OUIF�IOO�H PER �Ai,1 SHEATHING PER PLAN WOOD 2X4 DLOCIONG ® CONT. 2X4 (MIN.) WREQD AT /70 MPH OR GREATER EDGE NAILING SHEATHING EDGE (2) 10d NAILS IN LIEU OF BLOCKING AND w/ (2) 1Od @ EA EDGE NAILING SHOWN END TO ADJACENT 2X4 LADDER FRAMING AT WITHIN THE GABLE, IT IS TRUSS W� 24' O.C. REO'D AT BLOCKING AS REQUIRED ACCEPTABLE TO USE (OR BOTTOM OVERHANGS UP TO I S'. FOR BRACING BY TRUSS 'EDGE NAIL SPACING TO CHORD NAILING ATTACH TO TRUSS TOP i' MANUFACTURER. AS SHOWN) CHORD w/ (2) i6d NAILS BOTTOM TRANSFER LOAD. AT 16.O.C. / 2X4 BLOCKING @ GABLE TRUSS w/ SEE REWIRED TOE -NAIL SHEATHING EDGE w/ VERTICAL WEBS AS BRACING PER TRUSS EDGE NAILING (2) tOd @ EA END NOTED IN THE MANUFACTURER SHEATHING TO ADJACENT STUD FRAMING SHEET (i.e. BSCI REQMRTS) SPLILID QEAIMM TRUSS NOTES (3) 10d NAILS @ (3) 1 Od NAILS @ EA TRUSS CHORD EA TRUSS19M "I CHORD All A31 AA MOOD) AA OMBONLYI NAIL BOTTOM CHORD J I.msPFl OF GABLE TRUSS w/ mr111fl1m. 12d§ AT 4' O.C. I�OB� MASONRY aM1LNDI 10m~M mew SEE PLAN FOR ATTACHMENT OF ALL STRUCTURAL SHEATHING. PERMANENT TRUSS BRACING PER TRUSS MANUFACTURER @ 104Y MAX SPACING. (1) ADDITIONAL FLAT 2X4 WITH BLOCKING EXTENDING A MIN. OF (3) TRUSS BAYS RACED BETWEEN PERMANENT TRUSS BRACING (RESULTING IN 5'-0' MAX. OVERALL BRACING) HORIZONTAL 2, BLOCKING BETWEEN FIRST 3 BAYS OF FRAMING TO PERMANENT BRACING / 10d (9,r O.C. L71oLL oV IIILA7R7 WYRAIMI7 MLIAIL 11/01/2023 nva NOT TO SCALE RWM-090 CONT. 2X4 W (2) 12d NAILS iM1M0wa7aMa11Ml STRUCTURAL SHEATHING PER PUN SEE REQUIRED 7-- •a.00aMi IfBI1M BRACING PER TRUSS MANUFACTURER ■HIMmMamRlfoC I®IKMmmxtox � � sloomlrllwulmaullmu aasrAwMm �MRIM !Ma)lAmtlrR# m ounaR Nsel/pwlaam•iMw J / fLmAommm1 t%UF �IawYamrwlw J// Iwaa�wlMN:RfIt'wR raemwwlxaaplwlloPr amII11.MMI Aw1mEt oRin aMm.R6aL mUTw gi aEi rnatemwNrumLooN ��rpl L/1Ir� ��� /��pL � �a� � ILA �r I■mm R09C ST1V1/11R111L{ MEW LfRh7R O AL 11/01/2= NOT TO SC,�AIr�/R71L1WIYTR �7� RWG-09O arnucruw S•fllmE L S•fMmi T•LM>fE sr,unware�nw �� ara,wMewtmr �� a C MJWIN <(N, ! ,m wawa >�lfattYMa a�elr/ Illy ��� Rls r a� x xNINE m 01 1�ew ® alINaea x Mail � mEm BMW � M 919E � li Wee' a��. aalAlralMA .OFIiIm IU ---- 119FNemae �A■ ��a��111111i�wreea O t•a� a �aa,��aa,_ r r 111� O Fieldstone Mmlamlmm YMIIUK Na®mllxaa III INK.IBC come IN immmlL®smw M1rwr R70 R13 '.„=:-.O.A.# ARCHITECURE: a Nam W roc roc Roc M wrlrmlmm AA26002802 - ummwm iDum m mA awmnn C.O.E.# ENGINEERING: amEwlsMawmal.mummummm 29349 ' n�Ia>E°F10R.ena.iwLOEfn� �E a 0 IBRAHEM ELAYEB, PE R11 RD WIMATROW 1mulxwrxl:q „ro,n923 P.E.# 91476 ■ BENJAMIN NIESE, PE RWG-110 P.E.# 86025 05/06/2024 DATE �♦ _ �GE1N�a9_% i .r No.860 Q 8TAT F p4OR190' ci '1�//11111111� Mlddpan 3400 Auburn Rd Suite 200 Aubum Hills, MI 48326 +1 248.622.4035 Florida 12906 Tampa Oaks Blvd. Suite 150 Tampa, FL 33637 +1 813.466.3310 www.holdstoneae.com 00 M O Z Cy 1•�•11 w W W O L7., C� O LULU -� LU U L7 W W — n N O�// fil r L DRAWN BY: I FAE VERSION: 5.0 SHEET NAME DETAILS - ROOF SHEET Rr S4.1 J EXTERIOR WALL SHEATHING awilaw®ru RIaMEaaw VIM UM wooev w r I'm NINA M.Mw RIaMErw lalRDMEROM MAL aMMwm ! R arMw aiEaaMEalae laMEaa.MEaMMa samw AaARAN aa, alwoom,r Trimm*WRME� m MMMIRMP^NRtwMa M�alamlL101aMaiili MR& wwaaai MEMLriMwOWN MTWa aaaliri OWJCKMMMl �iO•NrONO1M mRR Darximo iv T- Tf I II II I I II I I I llawwunRmsoaF I I I I I ARn ILIq I II I 1 l RIN aw1E �MauE-a�aEioa lwwwaaaaR Q RwMEMi / O O aaaasraawRa/aw STO ffm oOIFLGURATo 'MFupwrr0aa WMMri*=M RM {�// ixwRMllwl7q Maio 'lawaliarlam,aiwwLEaiwarwiaFrlaw®Imlaarrwa® y�/��� �y�� �y� lam{ /��p1 �M� �y�� �1/� l� y����A/gl�aaM�lUL ���1/� ATYPICAL NAMM DETAL 11/01/2023 GABLE EW SIfAW DETAL 11/01/2023 ATYPICAL MMI @ IEAi O WALL YYvI WlY2 rrva ... NCDi ttro,rzo't3 NOT 70 SCALE WGW-0,0 HOT TO SCALE W0G020 WGW-060 rwEfTMRMi wlMa07ww®MitwN awMMAO•R!!� RNwU1FFIwlwarrO11M14 a U&MRM aaaEwalM. o • a aMMaeRaRM alMwRLErmwaa 1� aw OV7�/�•��p��p�1/� 'per LARD BEAANG WALL 1rltlo W l / 1/0,/2023 WGW-111 ROMaawMallBara MwL19RM IE1a10BwOawwa®w® Oa[MMFIiME awilO/wgwRlw alEaaalRaad7laNal 1Q6ROM!'Ma � ReM rawlllMMaaaMaoau, 39, • Y� ®� �■, r� � afaE1MELMEraa19RM - R �MLawIwwRM wDEIN aauMuw,aaM IMWMMETRRMMM a RM E1(1mWALLSIHImw aeaaaamw w al � RlaEEaaw IN MlMa aaaw aaai Mralalw r rOG YOi M.Mw rLRw x�wrR hlaaFiaiAwlTt ta9M rw,RMEaa1LRIw,rTaYKRMIwI UPI= RalBalEnmalMlEaaraiaol MaD1�RlROa NwMMISII�,O mgm R�,TMrw Niglio '1� MaaE aala6w,iM IW- ■r!r awaow<:w•xlrMwilaw! A �raraaloearawLrtw � RwRi Q eelo 1TYPICALWN MATTANSUDUIL „ro, zaz3 YY IY r .,� NOT TO SCALE WGM-140 OF r<Rw iroalMaaclax aowaMmraot alaM wraaww<:w•wrraailaw�r slim= RwOMplOtGaaawlrlwaaaB MMMMROar RnaExMRaaE :: � O aL*iRaaSAraOt aaillaE�iNrTMUKIE0aea1 aas< M!lreaMaosaaalwlwaMCE! rm waanERoaaRawrMaoM. mm m eelmr RMPIMaM(I MIMEROEwl1M mmioI wMlwr®i1MwE urMeMo a- wwam OIII aar aarr clew 4R Iw <MMr !R w!a con !FT MN aw MRM RIgIM4Ml Orw01-I W wN �d� w,w1s wmm wwa! Mww aw ai MMI !R Miwo~k1N' w s,arx !R MarpNrlrwtoMMNr1r'I - la <,Mrr !R =If*w�Qlxlr'I - w lawaalMOMMIANrwYr rwowaara"Mlrr aaa,urlrruaaaltFasw aMaau�saF„nrraaw aesa,roeaMwMsr RMEAaMID wwT �yaaaaaaa�al :1171.■aILION al .o B aw MRM aawaloc &MRMIMLA0id7e aQ walaARRaxr unwwgrac AlIIaRLE ALIaIf�MlliMa � MAaiMMUM.Rl� arw aw wwm Mr ow ww 5l /R Mil gaw !R aai <rw IR aura Isom wwaa ai iaaw <laxr !R ower l cNMr !R NM Ll' ewMM !R OaIrLL w I MW" rorwwlalac :aw�lm aaL7waaMMRMM 1CAIFOiNUCOm 7/1642021 YY 1 O NOT r •. �.. TO SCALE WGW-100 !Mluar�prlhtla OW wEaOaCaawawiwaOQQr� �earaoanEarwua waRaRM MR luir��las Iu�wriP �1WALLSECiIONATSTAIiO-am 11101/2023 �1TYPICALDOORATGCHiBIRDETAL 11/01/2023 �,TFfM<{iYY11iW1R1ATT/R7llla7�1 ,tro1/2023 TFfM1LVRRlr�IQ111LVIM\YG111L 11/01/2023 rY 1G s YY ♦Y 10 16 WGIpW-121 NOT TO SCALE WGM-,50 NOT TO SCALE WGA 60 NOT TO SCALE WGM-182 r[tau,MRr BMML,ERM xwrawax,a aOM aaa0awllOGMwa]®I awrlliMMMiw MMIDERa amsnal MaaalEwtrl ew wMEO®laal — IUME►IMir IaMMrmMMIE mgm RaRM !lwl malaa ai :MR" MawMamlla RawaatiLMfaa Rw��llq !lawMas!!a rtrawOMMaIROM au wIM1aMiRMMIwU IURMwaalma W. WALL CONEC110N TO EXL WAIL ZM2M w19 TYPICAL MWORCED R O CELL DUAL „/0,2023 WGW-181 NOTTO SCALE WGM-190 MwREawalOGmwm 1Qpaala�7wlEaMllTR. ALT. LEADEII WaSTION (MMwlwliwrwEdlirMlliiAwwOrlMMQ9g T?OFIMwREIwOFT? alaarlDDlwlaAiw R! TE HEIGHT PER PLAN aaREaaa R fJfRi�,00llib ■ arr®1Mw wuaia O MALEaIWPAR aNtalawparR,larw wppE ARM PLATE HEIGHT PER PLAN au-waoRRaua alEraErL� alMw•alwRa E ROM NUA w a RMWBWM niaE awfl ORMa RIM a:auRMi MMEaIaMEawwF awat■wwLaMMa aauRM:rMLroaw 19RM arrlewwRM aw F6wtail w w uaw arrarnr� asfolaxnew r Is Ola ! tas wsa ! • rRll® 612 FTAOffAWALL 11M 2023 WBW-120 OHO Fieldstone C.O.A.# ARCHITECURE: AA26002802 ,. C.O.E.# ENGINEERING:G 29349 O IBRAHEM ELAYEB, PE P.E.# 91476 ■ BENJAMIN NIESE, PE P.E.# 86025 05/06/2024 _ No.8 • �� Q STATE OF A 40RIDO' i4'ONAL. 111111 IAIt higm 34W Aubum Rd Suite 200 Aubum Hills, MI 48326 +1 248.622.4035 FWde 12906 Tampa Oaks Blvd. SuRe 150 Tampa, FL 33637 +1 813.466.3310 WWW./IeldStOTleae.COm 00 fn L—+ O z 0 na C 1� V ~ W w O O W w/ Lu ]• U Q °� a 'n � N lil o In O Ix E� 1 J tlesnMl■asaowt•alslMslr Ms,tsaaMM,ulwlwrM acrsws,71%cIMP aataos:Mawaswissr -McraMa�LwroanpMlavr tlMMll!■MOltMi srl�ral/oMa aMas�Mw MIMMl� rlwwlsxm aasuM� wM.�M■ 1MMM M6BMMM sMasMM rsrasM/rs■MlyprMlM rorlsrtrM■rlMLer. Ma1M�sowMatawMawM OMM ■ MROG ARDORTRUSSMMM tL/11i 11/01/2023 LTM-010 f/IwMOrMMAOMrplr MAMIaMMiApBM wllowslLawllaroW MMwIaMMUsO� twoslluMluLmstlus:rllrwu MM ilsoa �MM MMMIMM � MMMOFM11MrM. aWMMM wwMassw wMISIMasw oAll� WIN "War. IsmwwLswMrIM1■MMfw■aoMMlMss aLreasloawwrraAa=■wwlw twMEwrLIMwuLmctal■r11MSM �I* �wMM wuLanMaMSOwwesr a/waMMwasMrMwMaMs alwwwrlls A1rM/�IAwM■1RA IMM rswol:allswM AwtiMMM iO Mawwsu M11MM Baaw101L�w r lAfMM Tall Q IIM fdrM�rr�IB.■f. IwM �1RTO TRUSSTOMASONiYWALL ,,,0„zo23 1-02 NOT TO SCALE LTM-020 tIINEMLMM00ft M00wMwMwaw■pM �MM IIOOIItB�U0101wf MMMW mrlLaoMMsarMl�wsw iMM0DAw1M alsrnsMMusoler MM uFmM1M.Mw MMMMf.laa W� foassllasaMl■uraswrw■aoMM�MM aLOMsw■awwlfAa=■w®I 11RAOR,IOIST@LOWROOF ,z172021 15 %)2,4TORYCOMECIIONATBEAM B1,a2022 NOT TO SCALE LGG-1. NOT TO SCALE LGG-161 11w MMsuesMuamMr Mwlw,coLvi wlNMslaM sUNNIwEMM1MM mclmMMMIraim Ow11i1MM■AwY IM�wOF IIM MMMM►Mr NtrM/ K= IIIrw1a rI■ar�lsaeMlaM 10111111I,ra wEMaMM 10MMM LT W-050 (FD-010) twMMLIwM !m'MarfMds(MMMty1EQ aLael tr11MM MM taO *Mnsi aMMM aMl wYiR/ptWMwM MM tIMEMLIMM,�.1 maris001MwMr�,r�wWiIMMM gDiLMIfMW�Iw Od[risODlMwMr�llgw A/MMMAwMw M'.rIMrM1�w1M 1owMs aato>ICM�IMwso ■slorfMlwu■Msw MEaawM tal■suI■Ilatmcluu■rfNrMl Mlw �wsswaslasalwr IMM 8M M llWM1wMvc M orm ■I�MM MM FOwfaMaUaQBMMMLMM nosl.sM.uraalM Ml�A ■MMM AOMMaMMMIMaT1M OM'YsO�■MaMI wEW1B taEMl011■aaMrM MMr.IMMM unrlwMwlwM M dwewlwAMl■a -� sMMMM rarsgMs■sI1M slr. MM 111aIwMrwcrMaMlo w1MMa><IMrM 01ar!aaML ROM Murat Md•®1AMMtIM M -� rrrw41Ma1M.Mr.M MWIstOMUMOMMN®l M Lzs ETAL =812022 %�BFJIii�IG WALL @ RWMIOOF TRM 2126n022 %1R OOR TO MI`9M WALL @ LOW ROOF 21262022 LGM-260 LG-BO SCALE LTM-120NOO OHO Fieldstone C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERING 29349 O IBRAHEM ELAYEB, PE P.E.# 91476 ■ BENJAMIN NIESE, PE P.E.# 86025 05/06/2024 a �e § Aga Ell 121 R`��BTt�Sfis�t.s Mlehlgm 3400 Aubum Rd Suite 200 Aubum Hills, MI 48326 +1 248.622.4035 Florida 12906 Tampa Oaks Blvd. Suite 150 Tampa, FL 33637 +1 813.466.3310 www.holdstonese.com r J A0• V• � DRAWN BY: FAE 1-:��.No.860 VERSION:5.0 SHEET NAME DETAILS - 0STATE OF FLOOR �4ORIDO' SHEET 1w S4.3 Q�� .lareu.ow.sloauaun .®IlaaelEa�nln mfFPae�Isas1 1Sl11111SCG1®l ��� lsD1w111Ra®1 E1L*k�fl lSD�E! T WALL ISS�f�m lalrelaa�Rll! S11aSS1aS S1t�IN Iau�IteSl Ie1Ss EC Rra1Eolllaraee IE9MlEF1E$ ISBSSSDS61aB � 1SDDlRI� a S!anoERRwwI �1tI \IE� ! QEI nlnalllllsa PI XJMNC4 PEpW4 IEEEEtEf1B,lO1D1! E1F.E11 11E1r111 110010 Saa.®u tllxE4 SisDaal !S MI - aalsaorlraea - eeaLw mrlra6 llfs0E1l19aS l &MUS Iaoallaal SEjp� lmtnrSlRaR1✓<Re711Is ISM 011=11. ISlf11E lSDfe110SEi� Sill/ !nSlRlelaler. alsaS ESILT.D1 T OP OF CMU �D1K) � I&W..S3 Kamm ILLW IM T�DEliU GALOMI WIWI ' HIM KrM Comm" EE1L7:SIY ESILT.Eat pia MSEO{ MIRK I MwR SRlSE 1011M ,E ISIL1IMiLOSe{IS S =Jll! 110 SKWO&s.M 11i6i011 EXlm D11®M�BF.� IVIII �VWAi7/16/2021 � LIWAI Sw WRI E11Vn 7/16=1 S02 WSMF010 wSM7020 EISCLISILLEEaII ErEa®IUIa ESISCE.E11L11ae®el ISEEIlailA�aII �rffA LJIVfII Wfii5%C MI 11/01/2023 WSGB/1 .,EE 1 2 M angorv1LiE�YE� m 01=11=1111lu Et1lE. NMOLIWED 1!S[w 1 lt2 lalRSSB1DE OO�DIaraIS BSSS. Si.SD1iaS! 1lta�n �IIISIS1aa a0111111fS1a1LLEW. am Ral IwlRSSleEu �JIM DINALS 11/12/2021 S1V NOT TO SCALE WSG 101 �E�wE b TOP OF FLOOR MY. cliff 4a1SM6 IiEf�BIS1�D nCel TYPIX 0M DUAS STAIR LANDING wmamm Sxnaa laOSAp�etOGDBIrI1S1 SEM �lSa A1MNfE��S near S`EDWrESSRIRSlO!' rAal�feC,aSES1Epf u1RSla IIOt•EE11911�I bTOp OF FLOOR 1�gSISEi. IiEf�R�lID rat 2/2W2022 ws0-103 OILSINULWDPQ Salo! lROSr oroQDSRr11E Wall A!n dam WpleRS1ED A emRlasww S70 LiPR1I1L STMY TAU 11/12/2021 WSG-105 OHO Fieldstone C.O.A.# ARCHITECURE: AA26002802 �. C.O.E.# ENGINEERING. 29349 O IBRAHEM ELAYEB, PE P.E.# 91476 ■ BENJAMIN NIESE, PE P.E.# 86025 05/06/2024 DATE 11\11111//.��'' T No.8 _ Q STA OF i/'ONAL /1111111 MkAlgan 3400 Aubum Rd Suite 200 Aubum Hills, MI 48326 +1 248.622.4035 Florida 12906 Tampa Oaks Blvd. Suite 150 Tampa, FL 33637 +1 813.466.3310 r L www.fieldstoneae.com 0 a FIL z W o J W 0 w �d LU U L w WL — N 01 04 (~ 1 J i PRECAST LINTEL GRAVITY LOAD TABLE v4.21 LOADS LISTED NAVE BEEN CALCULATED OR COW ILED FROMAPPROV ED MANUFACTURERS: CAST-CRETE, LO1T5 CONCRETE, OVAUTY PRECASTC0. MAXIMUM LOAD (PUF) APPROX. UNTELLENGTH MAX.CLEAR OPENING TYPEA 8"UNTEL 8"TVPEB B'NPEC 12"TYPES 12"TYPEC 14"TYPEB" 14"TYPE[" 16"TYPEB i6"TVPEC 20"TYPEB 20"TYPE[ 24"TYPEB 24"TYPE[ 28"TYPEB 28•TYPEC 31'TYPEB 3YTYPEC Y 10, 1' 5" 2231 3069 3719 3280 5163 6607 8054 9502 i00DO 3069 4605 5205 6113 7547 8974 10000 10000 3' 6" Y 2" 2231 3059 3719 328L 5163 6607 8054 9502 10000 3069 4605 5205 6ll3 7547 8974 1000D 10000 1. 1. Y8" 1783 256' 2751 3280 3820 4890 5961 7034 8107 2551 4605 5206 6213 7547 8974 IOOOD 100DO 4,6" 3'2" 1343 1%9 211C 2992 2931 3756 4576 54DO 6224 1%9 4375 5206 6ll3 A39 %72 10000 SOODO C a" 3 4" 1349 1438 1716 1999 2560 3132 3686 42491349 3090 4567 5365 5817 7074 8203 5'4" 4'0" 1349 1438 1716 1999 3132 3686 4649 1349 3D90 4567 5365 5817 7074 8203 4 ILT 4'6' E1217 1105 1173 1600 1631 2549 3009 347•C1105 2522 4242 4350 N4766 4889 5817 6662 6'6'S'2" 1232 2177 3738 3480 3707 4383 5061 1232 2177 2738 3480 9360 9625 7590 7'6" 0 2' 570 1 1729 2108 2632 2698 3191 3685 931 1729 2108 2632 3898 1 5661 4742 55M 8'4" 70" 488 699 1160 1516 1626 2564 3486 2818 3302 699 1245 1516 1843 2564 3486 2964 3397 9'4" 80" 416 699 1160 N/A 1625 2564 3486 2818 3302 099 1245 N/A 1843 2564 3486 2964 3397 10, 6" g2^4 535 890 N/A 1247 2093 2777 2163 2536 535 2054 N/A 1533 2093 2781 2259 2615 11' 4" 110" 315 567 890 N/A 1366 1846 2423 3127 4006 557 945 N/A 1366 1846 2423 3127 4006 12' O' 10 a,. 292 525 873 N/A 1254 1684 2193 2805 3552 525 873 N/A 1254 1684 2193 2805 3552 1216, 11'2" Z77 471 755 N/A 1C75 1428 1838 2316 2883 671 755 N/A 1075 142E 1038 2316 2883 13'4" 17 0" 255 471 755 N/A 1075 1428 1838 2316 2535 471 755 N/A 1075 1428 1838 2316 28M 14'D• 1Y 8" 239 424 706 N/A '002 1326 1697 2127 2278 424 706 N/A 1OD2 2328 1697 2127 2630 14'8" 134" N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 783' N/A 1234' 1421' 1779' 2188' 2662' 15'4" 14'0" MIA N A N/A N/A N/A N/A N/A N/A N/A N/A 710` N/A 5160` 1331` 1660` 213P 2459- 17'4" 16 0" N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 548' N/A 952' i117' 1379' 1671' 1997' 19'4" la 0" N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 420` N/A 750- 960' 1177' 1415• 1676' 2D'0" 1818" N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 340- N/A 59' 845• 1114- 3345' 1468- 24'0" 2Y 8" N/A N/A N/A N/A N/A N A N/A N/A N/A N/A 250` N A 69D` M.'880 1 ]090' 12111' 'PRESTRESSED `"9'W/2"RECESS U-LINTELS Type A=Unfilled no Reber; Type B= Continuous [rout, Steel per Plan In Bond Beam Only; Type C= Contlnous GmutSteel per plan nBond Beam & Lintel - LEGEND [] 8x8 FILLED CELL W/ (1) - #5 REBAR - - - BEAMS ■ i 8x8 FILLED CELL W/ (1) - #7 REBAR HEADER- WIDTH TO MATCH WALL - - GIRDERS ❑O 8x8 FILLED CELL W/ NO REBAR REOD -. - PLUMBING WALLS (FOR REFERENCE) n ----------- BEARING/SHEAR WALLS (FOR REFERENCE) � 45° CMU -FILL CELLS W/ #5 REBAR ® ROOF BLOCKING LLD CELL W/ #4 REBAR (IN WALL) ® CELL W/ #4 REBAR WAL SIHIGHER BEARING WALLS (IN COLUMN) CONCRETE CONCRETE TIE BEAMS ELEV ELEVATION INDICATOR ® PLUMBING PENETRATION FOR DETAIL INDICATOR FRAMING LAYOUT MDR SIZE LINTEL OR WOOD HDR DESIGNATION OPEN SIZE (ALL WOOD ROWS TO BE (2) PLY U.N.O.) I 1-- BRACED WALL LINE FASTENERS ALLOWABLE LOADS CONNECTOR CITY TYPE GRAVITY his 1.0 UPLIFT jibs) 1.6 LATERAL Ibs 1.6 META16 8 0.148"z1-1/2" -- 1450 1`1:340 F2 : 770 HETA16 9 0.148"zl-1/2' - 1830 F1: 340 F2: 770 (2) META16 1- 10 0.148"x1-1/2" -- 1875 F1:680 F2:770 (2)META16 14 0.162"0-1/2" -- 1795 F1:128S F2: 1080 (2) HETA16 I -Ply 30 0.148"xl-1/2" -- 1920 F3:680 F2 : 770 (2)HETA16 10 1- or 3-o1v 12 0.162"1-1/2" -- 2365 F1: 1350 F2 :1430 HSTM16 8 0.148"xl- 2" -- 1110 F3:120 F2: 90 4 1 4"xl-3 4" CONC SCREW LGU M28-2 6 3 8" x X TITEN HD 8250 2435 6 1 4"x 21 2" SDS SCRE W MSTC28 36 0.148" x 31 4" 3460 MTS12 14 0.148"z1- 990 (21 MT512 28 0.148"xl-1 2" 1900 MTS16 14 0.148"z1-1 " 990 HU210-2 18 14"z234"CON[SCREWR3- 5800 10 0.148" z 3" HTSL6 32 0.148"x1-1" 2,89D (21 HT516 16 0.148"z1-3 2" 1310 HTS20 24 0.148"z1-1 2" 1310 LSTA12 10 0.148"x2-1 2" 925 LSTA18 14 0.148'•x2-1 2" 1235 LSTA30 22 0.148"x2- 2" 1640 MSTA24 18 0.148" X 21 2" 1640 2 MSTA24 36 8" 0.14X 21 2" 3.280 MSTA36 26 D.148"X212' 2050 2 MSTA36 52 D.148- X 21 2" -- 4,100 _- MSTA30 22 0. 48"x2-1 2" 2050 MSTC28 36 0.148" x 4" 31 3,460 MSTC52 62 0.148"x3-1 4" 4735 MSTAM24 1,425 -- 5 144X 214" MSTAM36 13 0.141 X 3" - 1JS70 -- 8 14"X214" (2) MSTAM36 26 16 OA48" X 3" 1 4" X 2 3 4" 3740 -- MSTCM40 10 4'x2-14"CON C SCREW -- 28M -- 14 0.148"z3- 4" MGT 22 0.148"A3" 3965 F1:775 F2:525 1 5 "ATR HGT-3 16 0.14EIN3" -- 10,790 -- 2 3 4" ATR VGTR or L 1 111. ATR _ 2225 F1:650 F2: 630 16 1 4"z3" SDS VGTRA 2 5 'ATR _ 5545 F3:6SO F2: 630 32 1 4"z3-SDS VGT 1 5 "ATR _ 49Q F1:1185 F2:590 16 1 4.43"SDS (2) VGT 2 5 "ATR - 7185-2ply 88 F1:1185 F2: 590 32 1 4"z3" SDS DTT2Z 1 8 1/2"ATR 14"z3"SDS _ 1825-2x4min 2145 22x4 min NTT4 1 5 "ATR -- 3630 -- 18 DIaB"z3-1 2,. HTTS 1 5 'ATR -_ 4670 -- 26 0.148"x3" HTTSKT 1 5 "ATR -- 5445 -- 26 SO d10z2-1 2" Ae11442 7 S "ATR 7570 1900 -- 12 D.162"z3-1 2" ABU66Z I 5 "ATR 18205 2475 -- 12 0.162"x3-i " H2.SA 10 D.131"x2-1/2" -- 565 F1:110 F2: 110 H10A L8 0.148"0-1/2" -- 134o F1 :565 F2 : 285 H10A-2 18 D.148"zl-1/2" -- 1080 Fl : 68D F2. 260 HUC48 14 1/4"x2-3/4"CONS SCREW 35M 1135 •- 6 0.14B`x3'• HUC414 24 1/4•k2-3/4" CONC SCREW 5085 2015 -- 12 D.148"0' LUS26 4 0.148"x3" 865 1165 SPH4 12 0.148"4-1/2- -- Side :640 Center: 1280 -. OTC clips 4 3/169Q-3/4" CONIC SCREW Fl : 85 F2: 135 2 0.131"x2-1/2" A35 12 0.131'xl-1/2" -. -- F1:650 F2: 670' SDWC15600 1 SDWC15600 -- 615 F1:130 F2:225 SDWCIS450 1 SDWC154S0 295 F2: 150 HTU26 20 0.162"0-1/2' 3200 1250 -- 14 0.148"0" LGU3.63-SDS 16 14"X1 2" 6.720 5.S55 -- 12 34"X212" HDUS-SD52.5 1 7/9- ATR -- 7.87D -- 20 14"X21/2" SDS HDU11-SD52S 1 1"ATR -- 11,175 -- 30 1 4"X 1 2" SDS THD26 20 0.362" z 3" 2940 3240 -• 20 0.14e•' x 13 z" THD28-2 28 0.162" z 3" 4330 4860 -- 16 0.148" z 3" ABBREVIATIONS: AB ANCHOR BOLT EA EACH INT INTERIOR AFF ABOVE FINISHED FLOOR ELEV ELEVATION JST JOIST ALT ALTERNATE EMBED EMBEDMENT MAX MAXIMUM APPROX APPROXIMATE EN EDGE NAILING MFR MANUFACTURER ARCH ARCHITECT/ARCHITECTURAL EO EQUAL MIN MINIMUM ATR ALL THREADED ROD ES EACH SIDE MISC MISCELLANEOUS BLK BLOCK EW EACH WAY MO MASONRY OPENING BLKG BLOCKING EXP EXPANSION NOM NOMINAL BOF BOTTOM OF FOOTING EXT EXTERIOR NTS NOT TO SCALE BOT BOTTOM FD FLOOR DRAIN OC ON CENTER BRG BEARING FDN FOUNDATION OPNG OPENING BTWN BETWEEN FIN FINISH OPP OPPOSITE CANT CANTILEVER FLR FLOOR PEN PLYWOOD EDGE NAILING CL CENTERLINE FN FIELD NAILING PLYWD PLYWOOD CIP CAST IN PLACE FT FOOT / FEET REINF REINFORCINGIREINFORCEMENT CJ CONTROLJOINT GALV GALVANIZED READ REQUIRED CLR CLEAR GDR GIRDER RO ROUGH OPENING CMU CONCRETE MASONRY UNIT GRID GRADE SC STUD COLUMN COL COLUMN GWB GYPSUM WALLBOARD SHTG SHEATHING CONIC CONCRETE GYP GYPSUM SIM SIMILAR CONT CONTINUOUS HD HOLD DOWN SP SOUTHERN PINE #2 OR BETTER DBL DOUBLE HDR HEADER SPF SPRUCE PIR FIR #142 OR BETTER DIA DIAMETER ILO IN LIEU OF TYP TYPICAL DWG DRAWING IN INCH UNO UNLESS NOTED OTHERWISE 140 WINDSPEED CHARTS 140 MPH 2O23 FL - C & C Pressures Aso Eff.wue W6d Area Gable Rod Campaie der I HI Roof Com -ts Wall Co beds Zaee 1 Zane 2 Zane 3 i ZaI Zane Z Zone 3 Zane 4 Zane 5 A-100 SOFT(O rde) 17.1 -35.3 17.3 -42.7 17.1 -49.0 14.8ne -30.3 14.8 -365 14.8 -365 3L1 -34.1 3L1 -3&0 A<505OFT(Wmdows) 19,2 1 -40.4 1 19.2 1 -509 1 19.2 1 -63.9 1 18.7 -36.0 18.7 -32.7 18.7 -419 32.7 -35.9 32.7 -0L3 A< 10 SOF71Fasteers) 24.2 -2 -83.1 24.2 -98.6 27.3 -49.0 27.' -67.5 27.3 -67.5 3&5 -�.7 36.5 -49.0 Components and Cladding Pressures (ASD) - 2023 FL Positive Negative Width Height Effective Pressure Preswre Description ZQIM Lw Lfil Area Eft21 JRM bun 16070 OHGD 16 7 112 30.8 -34A 3068 w/3030 TR ENDS 3 8 24.0 34,6 -45.1 w/3010 TR 4 3 8 24.0 34.6 -37.7 30BO DOOR ENDS 3 8 24.0 34.6 -45.1 25SH 4 3 5.25 15.8 35.6 -3&7 6D685GD 4 6 667 40.0 33.4 -36.6 2868 DOOR 4 Z67 667 17.8 35.3 -38.3 30505H 4 3 5 15.0 35.7 -38.8 3050SH ENDS 3 5 15.0 35.7 -47.3 204M ENDS 2 4 8.0 365 -49.0 6DOD SGD 4 6 8 4&0 32.8 -360 DESIGN PRESSURES SHOWN ARE MINIMUM ALLOWABLE VALUES VALUES ARE 10 SE INCREASED AS REOIRED BY MORE STRNC{NI LOCAL RECUIREMENIS O0O Fieldstone C.O.A.# ARCHITECURE: AA26002802 C.O.E.# ENGINEERING: G 29349 O IBRAHEM ELAYEB, PE P.E.# 91476 ■ BENJAMIN NIESE, PE P.E.# 86025 05/03/2024 DATE No.86 i i .,Q STATE OF ��ORIDPW •' ���� 11111 - v�SLg: - E PaCe<-a$o�fi== -4a � c2 &.21 82 oEo" EE O ®' 5 �'� " e "oy8' o o a - SoEa 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 00 M O z o A r►' V z ~ W� IH -1 W A W ELI U a 0 x I17 W o N O CR F L i DRAWN BY: FAE VERSION: 5.0 SHEET NAME REFERENCE CHARTS SHEET # S5.1] ..vY e..o.G Q1BlTI11pJ YMCNTRAMORCzt TR E"E WINE PR fLMTO WL TIRE cna.re DO NOI FM EPECFIC 51pL EUP N INT LC11 O!E rpt ISC ONIE 1nXINr 011OEPMCYlDEt1NAl1. EIIFHI OIy ETC! 11!WK !F O DRMWA g1TED DRYDRO lIE IEbNIWAL4Ada EI2 OIP/CN'A lL lE /ElCRIFD TO CCNIRICip! IT Ply IIO NO CONETIlL'LIGN lm rreccEeo INTO COIiEClEO. TIE CQIIRICT /EdEF ALL IiMrNsl TO ItEi ALL IEOElFDIT OF 4 ICfJL ELLDIG CNaCI1L! T C[T'LY YIN m dR01C COOED °o c" u �+ O � qm Q �q x �ea E36tZ WR N'OI® �vreora 0 L Q Q U 0 ^L L.L arxm rE >WE w•rapmll w-rapeq aeTwE COVFA WEFT P CATEGORY/ SUB -CATEGORY MANUFACTURER PRODUCT DESC. LIMITATION OF USE FL BLDG CODE # Exp Date 1. EXTERIOR DOORS ASSEMBLIES B. SECTIONAL Clopay Sectional Garage Door Up To 9'2" Wide 16' Wide Wind Code W5 FL # 15504-R7 12/31/2038 to 16'0" Wide 8' Tall. Door; Up to 9' Wide GP ff)� Z-, 377N Do tc� AM�ND Obv &pn--K+i-L, uc SF� �A7 14-d5 c{�s�� Ll