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A lk C H a T F C T S F'13 1,441 N. RONALD REAGAN E LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 1191 EAST NEWPORT ,ENTER DRIVE, SUITE 207 :ERFIELD BEACH, FL 33442 (964)482.6657 OFFICE A P 1�, D-A']AN 05/19/2015 TO GENERAL NOTES ,'"�' GENERAL NOTES: °A BREUTA'CIOi�'� y x., • .,. ABV:. ABOVE FR.DR. FRENCY-1'D00R 1 , ALL WORK DONE UNDER THJSONTRACTSHALL BE IN COMPLIANCE WITH THE 2014 RESIDENTIAL EDITION OF THE FLORIDA 1. GARAGENOTES. A/C AIR 0 NING FT G q. FOOTING11",CONDITI ,, , ,R, RAID RISER RADIUS BUILDING CODE AND fN CONJONQ JE3A1:?�IITMRASC£ 7 1Q ,: PROVIDE PERMANENT SIGN ( WITH LETTERS NOT LESS THAN 1.GAWGE 2" READING i "DANGER DO NOT - ADJ.' AtT. ADJUSTABLE ALTERNATE GA >; „ , ; e a? ; a R.A G RETURN AIR GRILL .>. . ,' -� ",� OPERATE W/DOOR CLOSED CARBON, MONOXIDE EMISSION t LETHAL #!`DSTD ON • AM P AMPERAGE GAR. DiSP GARBAGE DISPK? :`L F'^` , . REF REFRIGERATOR 2. DESIGN LOADS; ,, .... �" „ .. INSIDE OF GARAGE DOOR. GYF L; GROUND=FAULT It T£Rf UPTER ^ & . ,, r• t.Y„ ;., ,",'` RM. , ROOM FOR DESIGN:LOAU0REFER"T�S'IRUCTURAL D 2A°°WINGS. ,,.;: BD. BOARD GL : GLASS ' Y... " i.t.. R O ' ;' ROUGH OPENING 3. fLDINGLO ATIONS"AREDElEPfNEi}'E1'I)IN(7.OfNEDEf3RiSREGIONS ALL' -EXTERIOR WHERE BU C ARAGE S, AL B£ SEPARATED FROM THE AS PER FBC 2014 SECTION R302.6 &TABLE R302 6 THE G H L EL CENTERLINE GYP BD: GYPSUM BOAR[?' > i^. C. S SOLID CORE EXT DR � " - S ANDD:OORS SHALL:.BE PROTECTED AGAINST BOURNE DEBRIS BY BUILDING OPENINGS SUCH AS WINDC}WGARAGE S THA 'z'-1NC GYPSUM BOARD APPLIED 70THE , RESIDENCE AND ITS ATTIC AREA BY NOT LESS N / H CAB. CABINET H.B. HO E'BIB �` _,<- S SD i SMOKE DETECTOR THE INSTALLATION OF STRUCTURAL PANEL'S OR IMPACT-RESIST/#NTGLASS. SIDE: GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL: CLG. CEILING H.C. HOLLOW CORE S:H. ' SINGLE HUNG . HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 f 8-INCH TYPE X GYPSUM BOARD OR CLR: • CLEAR HDR. " HEADER BHT; ,'., SHEET EQUIVALENT, WHERE THE SEPARATION IS A FLOOR CEILING ASSEMBLY,THE STRUCTURE .. , •'_ .. CONC CONCRETE HGT, HEIGHT SHTHG.". SHEATHINGr ' IGNE AND INSTALLED IN ACCORDANCE WITH CHAPTER 3 THESE OPENING PROTECTIONS ;SHALL BE QIrS D � ... SUPPORTING THE SEPARATION SHALL ALSO BE BY.NOT:LES;STHAN /z-INCH GYPSUM , 'CPT:: �, <, ;;. s *WR SHOWER 01 EDITION SECTION R301.2:1.2CTF THE FLRIDA BUILDING CODE, RESIDENTIAL,2 4 BOARD _ ,` CARPET ,, �... "" " '- SIMILAR ORE EQUIVALENT. Q C,T. CERAMIC TILE INSUL INSULATION . , ,SIM „.. INT. INTERIOR 4 " • STD. ' "' SLIDING 4: A SUBCO RACTOR SHALL VERIFY ALL DIMENSIONS PRIOR WORK DO NOT SCALE DRAWINGS: THE.CONTRACTOR AND NT S TO HAVE R-11 INSULATIONiAT CEILING PER ENERGY CODE . GARAGE BENEATH HABITABLE ROOM , , D: DRYER �; r-- .- - ^; , SL: GL SLIDING GLASS PERFORMED AND 'SHALL NOTIFY THE ARCHtTECT IFANY DISCREPANOIES ARE FOUND. . FORM. ' LAV LAVATORY STANDARD. D.G. DUAL GLAZED LUM LUMINOUS SWS SHEAR WALL SECTION 5. X, RiN CONTRACT DOCUMENTS TO THE ATTENTION THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH UfA•, pCYU CLOSET DOOR LATCH SHALL BE SUCH THATCHILDREN-CAN OPEN THE DOOR FROM 2. EVERY C DIA. DIAMETER ` T ,, THE ARCHITECT IN WRITING ND WRITTEN INSTRUCTIONS SHALL SE OBTAINED BEFORE PROCEEDING WITH THE WORK. -0F H )' A INSIDE THE CLOSET ._ , DIM; ION DiMENS, M C MET74GINE CABTNE�' � ,,,. � _„ TEMP. �, „'SEMPERE DCLASS SPO, SIBLE FOR THE RE 7S 0' ANY ERRORS DISCREPANCIES OR OMISSIONS IN THE THE CONTRACTOR WILL BE,H,ELD RE N SUI, . DISP. OSA DISP L MFR MANUFACTURER; V r .... , u THKi: THICK ,F CONTRACT DOCUMENTS OF WHICH THE CONTRACTOR PALLED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCT 10NAND/OR 3 A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND'NEED FOR s DP. -0EE P MIN MiNfMUM ..,..., � .:,7z:O.0 TOP O F CURB " TOP FABRICATION OF THE WORK. REINSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED THE SIGN SHALL 'DR DOOR M.T. MTD M£TALT+WSH(l1 - MOUNTED yx .; ;,r c T, 7 F :. S OF PLATE r,, TOP OF SLAB 6 THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE'ETYAND CONSTRUCTION PROCEDURES, TECHNIQUES, POSTED NEAR THE WATER HEATER OR ELECTRICAL PANEL. BE POS D S : DTL; DOWNSPOUT DETAIL MTL , „ METAL t .., TAP. " . TYPICAL A %-E WITH THE DRAWINGS OR THE REQUIRED CODES: OR THE FAIL URE OF THE BUILDER TO CARRY OUT THE WORK IN RCY#D NC TBATH-TUB/SHOWER �, , GLASS ENCLOSURES IF USED TO; .E TEMP R JO GLSS: 4. B � E D W. DISHWASHER DI .. k ', " , '= ':U.N O ` NOTED OTHERWISE , N S, NOT TOSCALEI , r, ,' s .,; UNLESS , , 7. n , TRACTOR. BUL DING THE CON STRUCTURAL, DESIGN I BASE: ON THE INTERACTKJN OF ALL PARTS (F THE COMPLETED L THE STRUCTU ..D S D 5. 'SHOWER HEADS SHALL HAVE ANTI -SCALD � EA EACH O.C. ON°CENTER y � aV:f? l ,- F SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITYANb SAFETY OF THE STRUCTURE DURING ,., ELEV. EQ.- ELEVATION EQUAL O.H. ., OPPOSITE HAND } x r;�APORPR00F PLET LY,IN D UNTIL PERMANENT M MBERS ARE OM ELLE CONSTRUCTIONE C 6 ALL BATHROOM DOOR LOCKS SHALL BE DESIGNED TO PERMIT THE OPENING OF THE DOOR EXH: LIST EXHAU :,. . +;. Y,: 1N;. WASHER' -_ FROM THE OUTSIDE IN CASE OF EMERGENCY EXT.` EXTERIOR PL PROPERTY LINE WF L}1NtTH 8. DETAILS $HOWN:ON THE DRAWINGS ARE TO T3E CQJVSID ER£DTYPICAL'FOR ALL 1MILARCONDITIONS P B. PUSH-BUTTON :'. !NET TWOOD 9> . 140MTHEARCHITECT/ENGINEER. THE CONTRACTOR SHALL MAKE NO. TRUCTURALCHANGES WITHOUT 1N dhTT,ENAPPROVAL FF.G.• CEMENT BOARD INSTALLED PER MANUFAG , RERS SPECIFICATIONS 7 USE APPROPRIATE TAU ,. ,,,,. l.. FX GL FIXED GLASS : PH. PLT PHONE , PLATE- 1NDW. I�l1H, ., I W , ;;WINDOW WATER HEATER FUEL GAS f ;. . 8 BATHTUB &SHOWER FLOORS &WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS FIN. FINISH PLYWD.' PLYWOOD " a ' :i p xoucxrYr ON 10 ,. T CTU L ME £RS ARE TO BE CUT,FOR PIPES. DUCTS ETC.:UNtESS SPECIFICALLY DETAILED.OR NOS Rtl 'RIM -MEMBERS ,,AND IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NONABSORBENT SURFACE. PLR: F10 PR. PAIR ; BOVET SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT OF NOT LESS THAN Sid( FEET A HE :^ FLUOR. FLUORESCENT P.T. ATE PRESSURETRE D GARAGES FLOOR 9; BATHROOM FINISHED FLOOR SHALL BE OF IMPERVIOUS MATER,IALAS`TI" S 1. G DESOIGRNED O:MEET RE Qt1 IREMENTS SEl`FOURT H IN'F B� O.,,.IU• . . , , r T. �r UCTIONAS > DOOR WINDOW GLAZING NOTES" -T - >r ' 10: FIRE STOPPING AND DRAFT STOPPINGSHALLBEINSTALLEDINWOOC)S SPECIFIED IN FBCR SECTIONS R30211 AND R302 12 - ° , RE' FBC 5TH EDITION . (2014) FLORIDA BUILDING CODE C. D£ AIL TO" E ATTA HEl3 £R .PACK AGE BY BUILDER" 2. ,, .. OMAPRIVATEGARAGEDIRECTLYIihTOAROOMUSEDF RSLEEPING- AS PER FBC 2014SECTIONR302b 1 OPENINGS FR ;,„ Q -, ,-„ , OFN T GREATER THAN 11 WALL AND CEILING FINISHES SHALL HAVE A"FIAME SPREAD INDEX O 20 AND A SMOKE INDEX OFNOTGREATER THAN 450 PER SECTION R302 9 ' -� ,.. 1. ALL GLASS _ BE OF'CATEG 7 WINDOWS ADJACENT TO SHOWERS OR TUB MUST CATEGORY It SAFETY > ,. PURPOSES SHALL NOT BE PERMITTED.OTWER OPENINGS BETWEEN THE GARAGEAND RESIDENCE !t\LLBE,UIPPED WITHc -DEVELOPED .,"- DOOR3lWINDOWSSHALLCOMPLY WITH CHAPTER 24 OF THE F.B.C.FBG GLAZING. 1- CORE S: T LESS THAN 1 OIDORHONEYCOMB R 7 REiTABLE,., THICKNESS, SOLID � _. S 13/81NCWES�HVTHIC 4�43 NOH SOLID WOOD DOORS NOT LE S THAN E 12. STRUCTURE ADHERE TO CLIMATIC AND GEOGRAPHIC DESIGN. CRITERIA,FORDAMAGE SEAL WITHSEALANT ALL JOINTS BETWEEN ALUMINUM 2. SE FRAMING 6`OFR1201AS`PERF.B.C. - .. AND 8 'GLASS SHRLLCOMPLY WIT 1, - ,., - " 3/8 INCHES THICK, OR20 MINUTE FIR£ RATE4DOORS H .,.. PROBABILITIES FROM WEATHERING AND TERMITE INFESTATtON;PERTABLE R301.2(1). EXISTING ROUGH<OPENINGS. 2406.2 1 O, M � °` k ' . WA S fit, I HNGS•SEPARATING P 1NG T LL L AND DUCTS EN£7 E �GA GARAGE H DUCTS IN THE R `Q CTION R302.5.2 RA _ � 3 DIMENSIONS D ME ON PLANS ELEVATIONS AND/OR , SECTIONS DENOTE.. W WITH AST C1036 9 GLASS SHALL COMPLY W M ; REQUIREMENTS OR FIAT GLASS TYP I Q F ` 3. AS PER FBC SE. , , ,,, .., .. .. : ;; I , 4 E T S TE 1 MIN,,, THE GARAGES HALL BE CON 5TRUCTEDOFA MINIMUM N9 2 0 $M I EL E( �. HAVE - 13. UNDER STAIR PROTECTION. ENCLOSED ACCESSIBLE SPACE UND R STAIRS SHALL { E _ ,, RAND SUBCONTRACTOR UNIT GENERAL F T, N C D; F � GSA LA A D ORRUGATE OR SHALL VERIFY : AND II AND GS ,. , , , ..•- F BG' CHAPTER 24. ., THE DWELLING FROM - _ .S - • .. , , -. -..... . �. ._ ,- L'A D, ALL." IGSJNT OTHER APPROVED Nb�T�RIA N SH FIA OPEN N O WALLS UNDER STAIR AND ANY SOFFITS THE ENCLOSED SIDE WITH, : OPENING G DIMENSIONS S ONS AT JOB SITE AND ::COORDINATE ROUGH 0 EN N D M N I ANYDISCREPANCLES WITH. GLAZING MIRRORS AND 0 THER USES AS PER -.. ., _ CLASS T. DUGTBOARD OR ,NO .RIGID NON-METALLIC CLASS _ «° _ . . 1/2 INCH GYPSUM BOARDS.FBCR 302.7 ,. .: ,„ W1NDO>N MANUFACT ARE FOUND URERCONTACT ARCHITECYIF BEFORE WITHTHE WORK. NOT E LESS THAN• ��-UAL' Y INDICATED PER FBCR R612 10. INSTALLED GLASS SHALL B Q I T 1 THE GARAGE . : , <,. ,. ^ . , .• RCE O 150 POUNDS APPLIED 14 EXTERIOR WINDOWS SHALL BE WITHSTANDING A FO F ,4 E SLIDING p OOR/WINDOW. MANUFACTURER AND F.B.C. CHAPTER 24. SHALL SUBMIT SHOP SITE WORK _x. ., ., _. _, . , „ „ x ..... " �, ,. ,. �, , , •. - fNAN OPERABLE DIRECTION. -EXTERIOR DRAWINGS TO ARCHITECT FOR APPROVAL PRIOR TO R ON. FABRICATION. N OSURES AND SLIDINGGLASS-DOORS �' 11. DOORS BATH ANDSHOWER E Cl. HATER GREATER THAN 9SQUARE FEET'- 0.84 M 2 IN : ,. ,.. ,h._ ,• .. " LAZING AL CONTAINING G I ( ) _ 1. _`- BUILDING WORKING POINT S RO GH GRADING ON SI71E UTILITIES SITE REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BU ,iJ _ THOUT HE USE OF TOO SAND T5. AN OUTSIDE WINDOW OPERABLE FROM THE INSIDE WI . T � - , ALL EXTERIOR DOORS AND WINDOWS SHALL BE IMPACT RESISTANT SURFACE AREA SHALL BE CLASSI'FIED'AS , 5 FR , MEETING ALL APPLICABLE CODES AND REGULATIONS. (FBC SECTION 24061 PER F.B.G. TALE 2406.2(1). , _ CATEGORY bI<GLAZING PRODUCTS AS IMPROVEMENTS SITE RETAINING WALLS AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL " 4" IN HEIGHT AND 5.7 . FT.: „ PROVIDING A CLEAR OPENING OF NOT LESS THAN 20 IN WIDTH 2 SQ. -', ` LANDSCAPE, EREIN.SEE LAN S , PE DRAWINGS FOR FINISH GRADES PLANTING OVERRIDE CONFLICTS WITH SITE WORK NOTED H IJ C A_ " IN AREA. THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44 OFF THE FLOOR ALL , A. ALL GLAZING WITHIN 24 TO AN ADJACENT DOOR SHALL BE TEMPERED, ' T GLAS L` GLASS TO BE MONOLITHIC IMPACT CAT. 12 ALL N ' . WiT SOLARBA 70X' OW E S H L L AND IRRIGATION. _ -•. WINDOWS SHALL BE PROTECTED W/ FLORIDA APPROVED NOA STORM Si fl SAFETY GLASS. ALL WINDOWS, MIRRORS OR GLASS ENCLOSURES AT OR ; WITHIN 604OF TUBS AND. SHOWERS WITH SILLS LESS THAN 60" ABOVE 2.' RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGN WAS AND 16 ALL INSULATION MATERIALS TO HAVE A FLAME SPREAD INDEX OF NOT MORE THAN , 25 ND A FLOOR SHALL BE TEMPERED, CAT, Ii, SAFETY GLASS. BASED ON AN ALLOWABLE. SOIL BEARING CAPACITY OF 2,500 PSP. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450 PER SECTION R30210- UNLESS NOTED OTHERWISE:. , 17 WOOD WALLS WILL BE WATERPROOFED (WRAPPED) PER FBC' 14032'AND1OLLQWING 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM'REQUIRED DEPTHS,'tFbIFFERENT CONTACT THE ARCHITECT. MANUFACTURES SPECS. 4. NO EXCAVATION' SHALL BE MADE WHOSE DEPTH 'BELOW THE FOOTING IS GREATER THAN'! THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING: 5. ALL BACKFILL AT STRUCTURES, SLABS; STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL PLACE IN 8" LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SOTHAT EROSIONWILLNOT OCCUR INTHE FOUNDAT10NS. � EXTERIOR FINISHES • 6. COMPACTION BY FLOODING OR JETTING ISSTRICTLY PROHIBITED: 1WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THRE� COATS, 7. DO NOT BACKFILL UNTIL SLABS HAVE CUREQ OR'HAVE BEEN PROPERLY BRACED (WHEREAPPLICABLE) . %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN TWO 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0' BEYOND NEW FOOTING LINE. ` COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. `s 9. THE GENERAL CONTRACTOR MUST TAKE ME,ASURES.TQ CONTROL SOIL EROSION AS P£RALL LOCALAND STATE 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN REQUIREMENTS. ACCORDANCE WITH ASTM-C926 & ASTM-C1063-06 10. THIS BUILDING IS NOT DESIGNID-TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH,COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLESTATE CITY AND COUNTY BUILDINGAND ZONING CODES. 11, SWIMMING POOL, DECK; SPA, AND ASSOCIATED WORK IS TO SE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. 12. LOT SPECIFIC PERMIT SETS OF DRAWINGS AND DETAILS ARE DESfGNED ON THE PREMISE THAT EXTERIOR SIDE WALLS OF THE BUILDING LOCATED A MINIMUM OF 5'1 AWAY FROM THE SIDE LOT PROPERTY LINE ARE UN -RATED AND IN COMPLIANCE W/ FBCR TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA 302 ARCHITECT/ENGINEER OF RECORD SHALL NOT BE RESPONSIBLE'FOR LOCATION OF BUILDING ON SITE. WHEN BUILDER N 5- -FR ' SIDE LOT PROPERTY LINE, A LEGAL DESCRIPTION OF THE LOCATES BUILDING W/ EXTERIOR SIDE WALLS LESS 7HfY , 0 OM L , LOT SHALL BE FURNISHED TOTHE ARCHITECT/ENGINEER OF RECORD TO MODIFY AFFECTED DETAILS TO,COMPLY W/ SECTION R302 FOR FIRE RATED CONSTRUCTION:.' GROUND. SNOW WIND DESIGN I Seismic DESIGN cnTEcoav' SUBJECT TO. DAMAGE FROM I WINTER DESIGN ICE BARRIER NDERLAYME FLOOD.g :: AIR FREEZING .MEAN ANNUAL Speed" Topogrephc Weathering' Frost line Termite' LOAD m h- g)) effects" depth P TEMP REQUIRED""...HAZARDS : INDEX' TEMP" NA See Fig. R301.2(4) NA Negligible NA Hea �r NA iNA .NA si n GrC Inc. 1441 N. RONALD REAGAN FL LONGWOOD, FL 32750 PH; 407.774-6078 FAX: 407-774-4,078 mmabdesign Coup. com A.B. DESIGN GROUP DRAFTING INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482-0957 OFFICE 1 j 00 vl 5 'Y Qa d y o , 1, Ca m r, a L � re ;I wt RIVERBEND LOT #21 170 MPH EXP. C FrAoinc" 0 303.02 mom q", 1 HE WENTWORTH 6812 ELEV. D a RIGHT AaM- G ENERAl, f NOTES 05/19/2015 s AS NOTED G H.B, — WLu 8 _ _ S 12 R4DU5' v l 0111 I cp CT`71D, 73T�d:: - ,. "' '' I a: 1 d y�esign up lnc 441 N. RONALD REAGAN BLVI LONGWOOD, FL 32760 PH: #,07-774-6078 FAX: 407-774=4078 www.abdosigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH; FL 33442 (954)482-0957 OFFICE (9541708-94GR FAX SHEET NO. - At ri oo a @ 14 — 8 RADIUS 4 A {,, COVERED = v - a x � f BALCONY — I HORIZON AL LAP SIDINCs _ - ., cp ro c6 :.:.: - _.. . -g' lsa 4 Ifi 2 8 9 0 r -... ,_ ...,. ...... •:: a ,4 _ . „ I 12 12 �icoNC, ` @ L. 3 -6 :' _ . , k ,, I 42 <., f . .. AN ... < . k <, RAIL INCH _ MALLER TO "1 0 ,.,•YW1 V FY W/ PLAN VER PL AN IL ..... :. ,.., .,'.<. '^(.l�l.'. .::' <.. _? .,w +5.ffit .,- ... 'ft _ _ 20 7 ,: _ r •. _ 20 10 .Y..:rc` .. „ 20 -i t:cr jj�� Design u ro u p inc. 41 W. RONALD REAGAN Bl L•`ONGWOOD, FL 32750 <qr n.,Yu r+nrwvv:..ca °FAX: 407-774-4078 vvww:abdeMgngrou p.com AA #: 0003325_ A.B. DESIGN GROUP DRAFTING INC. 1191 EASTNEWPORT CENTER DRIVE, SUITE'.207 DEERFIELD BEACH, FL 33442 V (954)482-0957 OFFICE (954)708-2468 FAX SUBDIV. 8c L, 1'T: S RIVERBEND 4 LOT #21 170 MPH EXP. C PROJECT¢# 03303.021 MODEL: THE WENTWORTH 6312 G!. ELEV. D ;aARAGE- SWING: I' RIGHT PAGE: A I S E C O KL) M FLOOR PP LALT ,ARCHITECT: Ai E OF FLORKA y r , PLAN, DATE: SCALE: S NOTED SHEET„-, NO;: t _,. -, , I : . , W' ' : Ate-,. INTERIOR DOOR SCI-IE1�ULE - EXTERIOR UPEXIXGr SCHED LE . 'l , , D R DOOR SIZE ROUGH — — _ __. I DOOR DOOR ,_' , mar . ., ,,,.I:..,=,, ,, r': s, 7 OZTG e �:. ,; - r , a ,<.,. , � �, ,: _ =r ` N TYPE' ZONE " REMARKS # SIZE TYPE OPNG, ZONE REMARKS ,,..... #a, WIDTH HGHT : (WxH) a O IDT$ HGHT (WxH) ,J , - ¢ a--, a ✓, -. ., ' ,r = , D% : Ib -m a m O,H:' 192 X96 5 -- - --- -- D7 2'_8 8' m SWING D7 ` t,'. , s � ' ,, • r .: . „. D8 2 -6 8 -m DBL. FR, DR5_ ; , D2, ;;:ib•-m � 8-m -.. O:H:' 92 X9b 5 ,, ,. t ... r ' - , D9 2'-6 8'-m ' DBL. FR. DRS, ;' :. 4,; I1I , .+ , A ai , „ .' . _ Dim 2'-a" 8' m SWING — ,, =, , DIl _ 2'_4 8"-m DBL. SWING - —. P-c„ „ >'; :, ;.v' , V , . ,„ i 5—,D,6', NOT'USED 112 2'-8 8'-m SWING rJ7 , A.fl ,: ,_ , ; ,: , - D13 �� — 2 8 8' m SWING — D6; SHdLL �E SELF-CLpSING, d SELF=-IAfGHF ." , s "' ,. , ,, r ,,s; , ' ;_�. "., .,- , , . PEREBC 2014 , , ,,,; DZk� .. )o-, .: 3 m �� 8 m. DBL..FR:- 2b X96 �� 4 .. : C, D. SI LIGHT SAFETY C -ASS. A ,rrll' D L C T 4 s. D14 3'-m' 8'-m SWINCs — ,, r ,' r ; _ DRS. ,. , a ,., -, ; , Ulf 24 S.L. EA. 51p1 ,;;, , D15 2'-8' 8'-m SWING , - ,, , r pl6 2 8 8'-m SWING D7 , -. �. Ck43 a 3 m a -m" DBL. FR. 7%"X96" 4 D6 .: DRS: pl7 21-4' 8'-m SWING 1, , „ . #. ., ,.. ..v ,, FR. DRS. " „ , m D1a 2 -8 - 8 -m SWINCz — D6 SHALL "BE SELF -CLOSINGS 4 SELF- ,I " D 4 -V -'-m' 8 -0 W/ 24 S:L 122 XB6 4 D6; 51EE LIGHT SAFETY GI-4S5 OAT, II i LATE INCa FER FBC 2@4 , , -- ,.. , ' , ' -, _: ,, ; ,, , ;_,:' . t . E'A SIDE , ' W/ 24" S. . A. 51 L E pE D19 N T USED „ a t y K .... r. ;, D21 m 8-m SWING m , . - .., . DBL FR. D45.<:"--,a,-m 8 -m• DRS: TF X96 4 D6 W1 24 SIDELITES (EA Si - DE :. - „r :. : ;, ; , .; tIt AI , D22 2 6 8 -m SWING — D7 ", . D4b-66t:, NOT USED , D 23 2 b 8 -m SWINCs • " , ,. D 24 2 - a -m swlN� . — 6 — h " .. x° )25 , SWIN 2 -41 8 m Cz _ , ., DBL: FR. D6, UJ/ 7b XZm TRANS ABOVE, .. n D6 3 m 8 m S, 76 XI17 ! DSCsfNATED MEANS OF ESCAPE,PEa r D26 5wl 2 4 8 NCz,_ _ .. _f. , . _ y :. >:.. , . „ , �rBC 2FC714 ,< D27 2 6 8 SWING _ , w. k - . -,, ,, ,. - ; , _ D :� p 2 41 At - , -:: ... [ " ... ... 1, , , .tu nv i. a ... ,� „d 6. , Y --. r n .n. , ,... .. . .. � <:,. „ ,,,.,s ,. . ' r _ .. 6. 17 -X2m T AN OL' 6 R SAS D68 ;3 m 8 m " F . DBL .R DRS." T6 xi11 4 -.,,_ pESG1NATED MEANS OF E50APE PAR � D29 2'-4 8 -m SWING _ D7 ' . ., .-; . >� , z - ,. ,. FBC 2.m14 :': .., ... ...-. -A ]D3m ., - W m 8 m S ING� ':;. _,:.a. ._. .{ .. ,....:. ,. .. ,;: - ,� -. D FR „ D6 W1 76 X2m TRANS ABOVE D31 SWIN 2 -4 ', 8 -m Gz — — 4 w . , :, ,,.. r a,. , :.. Y , , I , ,. D69 3 m 8 P pR 76_XI17 4 D.ESCxINATEE7 MEANS OF EaC P 5, iD32 _ ., - SWING; : 2 4 8 O ., , , .,.,, .' t`. } , - 7 . , , . FBC 2m4 g D33 6 5 m SWINCa O V ED DOOR L U ER ,>- ..' . , pBL FR. -_ „ `. D34 2 8' 8 -m „, ,. ,,., ,. -. „ -.:. �r h :,.... 1 D70- .,_ m - 8 (U -, 7b,X96 _ 4 _,. D6 . i 5 a ,.. g _m SWINF� 1 ,; ,x .pr 3J.•, r:. a 6 , . ,. . D36 2 -4 8 -m DBL. SWINCa ' - T,'- „�, , , , , „ r 37 - 8-0SUING - D7 .'' ,, , , rI „ ',s-". , ,,. L' II 3.-m 8 m - D3 DfS,A.. 76 X13 , ,, w$ , D6, .. : D38 ,: ,, '_ SWI 6 8 m NG� ', ,: ; ' . , , ,. `. .,, r ' "1' ;, , D39 2'-4 8'-m° SWINGa ,. , 1 p4m 2'-4 8'-m SWING — D7 : .,.:, s .. 4 ' . £ ,, r I EXTERIOR OPENING SCHDULE II _. _ 1 :,... - . . � - , . " IT „ , ,, '' • ' �' .. ` WINDOW WINDOW TYPE ROUGH OPNG, Z E QN. :, , .. REMA ,K S # SIZE , DOOR LEGEND ,, , , , ,' .,. ;, :. ` ., DI EEL '£ „ ' A NOT USED ,.1 ., , , » •• . C D2 ALUMINUF ` `^ '' e " ": II : B 25 SH 3S-X63 4 D3 a , D3 ^; CAT. 11 SAFETY G3LAZINCs , . , * .,, «x* - ,, , _ .a 1 ;, , , C 25 SH 3 X63 , 8 .. ., ,. �a ,.. __ 3 Q . .s, ,. r, ,, , - „ _ ,,, D4 SOLID WOOD .. x, ' D 22 X26 FX GzL 23X27 4 3 a P , - _„ ,,, ,,,, - . s, .. , , r .. , ,. „r ,,.,.. , ,, r -: p5 WOOp ., 4 : F E 24E SH 38 X59 If2 4 , . ,,, , ,, D6 WITH ALUMINUM THRESHOLD (1/2 MAX,) x Y O .,., „ .- : _ . „ °' .' . ,. ; ` ' , ,. , J, . t; : , ' , ,. D7 WITH MARBLE THRESHOLD (1/2 MAX.) , ` ` , „1 :a: III F 24E SH 38 X59 I/2 4 w SH - ,, „ H 2S SH 38"X63 4 ( 25 SH 381X63" 5 `, t ,, ;w: a ,.,e„ x 'I1I " � I -i �--, --tr 1I ,,t�,A�� rr J NOT :USEDII � I ' LEGEND ESINCWINDOW - LEHUNGsED Li CzLASS k ,1 v i? t y . , `..j J :., - :t+` q - r , ,.� I , K H3b SH 27 I/2 "X76" 4 „ 1 r L H3e, SH - '27 1/2'X'16, ' 4' ,, - _. w M ' (4) 37-X72 SH W/ FX. I 49 X216 5 a ` ' ., , - NOTE: M450NR ;, „ < ROUGH OPENING SIZES FOR WINDOWS AND DOORS ALL. FO 'L W M'ANUFACTUR :5 : ' ` L, -" (a) 37"X72" ABOVE _ . SPE ,151 „ ., ATIONS FOR M,45ONRY CONSTRUCTION, ,+-, z r, , , - t, -`: 1 ' ,a N SNIi I H35 27 Il2-Xb3 5 . - 0 H35 SH 27 1/2''X'3 4 .; , , . .,, . r,.» , , " P (2) 25 SH 75"X63 Y4 : . I .. Q H34 SH 21 1/2'1X5m 5/8 4 1 . H34 5H 1 1/2"X5B 5/$ 4 � ,: S - - 25 SH 38"X63" 5 y Ina"' ` ' DOOR NOTES: ALL HART DWARE IS TO COMPLY WITH FLA. STATUES CHAPTER 553, PART V FLA ACGESSIi51L7'r''- CODE 4JI3-9 IN REFERENCE TO 1 HAND CaR4SPABILITY AND FBCA-2ml SECTION 3?D94 C-eRE551DOORS &HALL BE REApILY OPENABLE FROJl THE E�RE55 SIC)E WITHOUT THE U5t OF A KEY R SPECIAL KNOWLEDGE OR EFFORT, FBC 2014 R311.2 . r' ,: I.' T 25 SH 38"Xb3" 4 r,r E3 , � . ^ F , U-V NOT USED - I ; a , W 25 5H 38"X64' 5 ' x H34 : SH 1 1/2"X50 5/5 4 E3 , , - I i zw=,c. ' , , _ , _ . - ,, „ Y-AA NOT USED ,,, r . . SB (2) 37"X37" FXGL 75"X38" 4 D3 ", .= ti I . .' v ; CC H34E SH 271/2"X59112" 4 . . ,, DI) H34E SH 21 I/2'X59 I/2" 5 , FF H34E SH 2l I/2'X59I/2' S . " ' -` ' 6G 25 SH 3011X6311 4 1 - '. ;< r Hp 25 SH 38"X63" 4 , 11' 27 1/2"X59.5" FX GzL 29"X6m 1/2" 5 " ', ,' , a '. ' JJ 27 1/2"X59.5'" FX CzL 29 X6m 1/2 4 , '"+'' I __ , " , ,,,. ,`... .-.._ - fix � r'.' : KK 24E SH 38"X59 1/2" 4 _ ,. s;, ,�a ,. - - , ' LL 24 E SH 38 X59 I/2 4 , _ , , , ., " r , , r MM H34 SH 7J/2"X50 5/aT 4 D3 � t,- . 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DESIGN GROUP IN DRAFTING INC. 1I91 EAST NEWP DIRT CENTER DRIVE, SUITE 2DEERFIELDBEACH FL33(954)482-0957 OFFIC 954 708-2468 FAX Ar - 0 h 0. 1 I C/D i q a w- h Q �1��mjm.Lmoj ommummommummuffmommmmom E3 )IV. & 7IEOT: RI V;ERBEJl D LO T #:2, 170 --.,M H.°EX- . -C;' PAC. IE: mnvr-iu =%, i STATE OF FLORIDE S- S va -1 t.- ,�, _ i' '- �^-T �. VG'`. ', . DATE_: "`1` wU�u — n ' XT„R , 2 . i A.B. 8 F8 .com I IM0. NEWPORT El SUITE 207 ZKTL 33442 8c LOT: FLSUIV. ERR �OT �,r{2 PROJECT# ` 03303. 021 MODEL: THE WENTWQRTH .r 6 ELEV. H Kn PA'TG�: a -AT1011 T ` r f � +h1g AFRO T- He F Y . . r t Y a r. T ARCHITECT,, STATE OF FL001IDA. ' 4 pf ANTWELL. 1207� AN. 05/119/2,015 N'PdiA�'M1 ..AFW.'e{ _.: ATE:. ��,IFT NO: y I o ,.MEN ,R R H I T£ C T 5 Design GM u p Inc. 3l N. RONALD REAGAN Bi LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com A.B. DESIGN GROUP DRAFTING INC. 1191,EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482-0957 OFFICE S3131DIV. 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DESIGN GROUP DRAFTING INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482-0957 OFFICE an a) RIVEREEND LOT #21 1170 MPH EXP. IPPOJECT#. 03303. 021 MODEL: THE WENTWORTH 0812 4 ELEV. D v ARAGE SAYING: I RIGHT 3 PAGE: �t DOOR �./gr �Tg�� �n� � t� I�JL �1 L' O .N N BHT '1LS ARCHITECT: STATE OF FLORIDA PT —AN DATE: l2 SCAL P 1AJF SHEET N 1 W Q ' I T � f r 9 H SEE A SSppTAIL, WHEN CANTILEVER TRUSS b ° yor 00 NON-STRUCTURAL METALROOFING , OVER #30 FELT TO CONFORM W/ ASTM ROOF SHEATHING (SEE •� el s a F D 226, TYPE 02 STRUCT. DWG5. FOR " NON-STRUCTURAL METAL ROOFING I�` 1 r 220, TYPE 2 NAIL SPACING AND 1441 N. R0� Inc. OVER 30 FELT TO CONFORM W/ ASTM D la PLYWOOD SHEATHING, �NALD REAGAN BLVD. OUTRIGGERS TO E3 ROOF SHEATHING (SEE TYPED. ROOF SHEATHING (SEE STRUCT. DWGS. FOR PLYWOOD TWICE THE DISTANCE LONGWOOD, FL32750 y FOR PLYWOOD SHEATHING, NAIL SPACING AND OF OVERHANG (SEE ELEV. VARIES PH:407-774-6078 STRUCT. DWGS. PER ELEv. SEE ELE " FAX:.407-774-4078 SHEATHING, NAIL SPACING TYPPE). STRUCT. DWGS. FOR 4� � AND TYPE). ELEV. VARIES ATTACHMENT) SHEETS FOR GABLC www.abdesigngroup.com r PER ELEV. SEE ELEV. HEIGHT AA Ill ° /— SHEETS FOR GABLE ., NON-STRUCTURAL METAL ROOFING HEIGHT Ix2 P.T. t'" DRAFTING BY. OVER 030 FELT TO CONFORM W/ ASTM EMBED. STRAP (SEE p 220, TYPE *2 STRUCT FOR TYPE, SIZE, Ix2 P.T: PRE -PRIMED SPRUCE A.B. DESIGN GROUP * OF NAILS 4 DETAILS). \ ` PRE ENG WD. TRUSS 24 O.G. 2x4 BLOCKING FASCIA (SEE STRUCT.' ii DRAFTING INC. MAX. PRE -PRIMED SPRUC S E ELEv BETWEEN TRUSSES AT FOR SIZE, MATERIAL ", 1191 EAST NEWPORT PRE ENG WOOD' _ FASCIA (SEE STRUCT. FOR FIRST TWO BAYS 4 -0:5.6EEELEv. AND ATTAGHMENT) ;'', CENTER dRIVE, SUITE 207 METAL BIRDSTOP TO TRUSS 24 O.C. MAX. / \ SIZE, MATERIAL AND O.C. (AT SHEATHING I COMPLETELY METAL BIRDSTOP TO COMPLETELY ATTACHMENT) SEAMS) 2ND FLR: BRG: HGT SEAL EAVE AT BARREL TILE 2ND FLR. BRG. HGT EERFI )LD BEACH, FL 33442 SEAL EAVE "AT BARREL SEE ELEVAT10N5 ONLY" STUCCO SOFFIT NOT LESS PRE-ENG WOOD SEE ELEVATIONS (9954)08-2468 FAX482-0957 E �I TILE ONLY' R-30 BLOWN -IN THAN I/2 TOTAL THICKNESS) TRUSS 24" O.C: MAX. GALV: METAL INSULATION, IO.3" MIN. —I OVER FELT MTL. LATH. STUCCO SOFFIT NOT LESS DRIP EDGE DEPTH LAPPED NOT LESS THAN I' 4 CONT. 2x4 RAT RUN �, GALV. METAL DRIP EDGE THAN I/2" TOTAL THICKNESS y FAST W/ 3/S HEAD GALV. (SEE STRUCT. DWGS.) — — — — _ 2 ° OVER FELT MTL: LATH. o _ L Ix2 P.T. NAILS l2 5F MIND x2 P.T: FALSE BOTTOM TRUSS WHERE PER SEE APPIGABLE SEE PROVIDE CONT. 3" WIDE. T LESS THAN I � ; q FALSE BOTTOM TRUSS WHERE � LAPPED NO ELEv. ELEV PRE -PRIMED SPRUCE FASCIA APPICABLE FAST W/ 3/8" HEAD GALV 0. PRE -PRIMED SPRUCE FASCIA SCREENED VENTS W/ WIRE (SEE STRUCT. FOR SIZE, (SEE STRUCT. FOR SIZE, MESH CORROSION RESISTANT NAILS l2 PER SF MIN.) 1/2 ID D WEIGHT MATERIAL AND ATTACHMENT R-30 BLOWN -IN PROVIDE CONT. 3" WIDE w MATERIAL AND ATTACHMENT) RIGID DRYWALL. 8" MAX OPNG. THROUGHOUT q INSULATION, 10.3" MIN. SCREENED VENTS W/ WIRE; STUCCO SOFFIT ON LEVEL STUCCO SOFFIT ON LEVEL ALL ELEVATIONS. AS PER a IX2 P.T. FIRE -STOP DEPTH MESH CORROSION G io TRUSS RETURN. NOT LESS aGLG �8'-0" A.P.P.TRUSS RETURN. NOT LESS FBRSO. (SEE ROOF PLAN RESISTANT 1/8 MAX OPNG 1 FOR VENTILATION REQ. /2" LIGHT WEIGHT THAN 1/2" TOTAL THICKNESS THROUGHOUT ALL THAN I/2" TOTAL THICKNESS BOND BEAU) (SEE STRUCT. OVER FELT MTL. LATH. DWGS FOR SIZE AND REINF.) OVER FELT MTL LATH. CALCSJ RIGID DRYWALL. ELEVATIONS. AS PER FBC LAPPED NOT LESS THAN I" 4 LAPPED NOT LESS THAN I" 4 BOND BEAM (SEE STRUCT: IX2 P.T. FIRE -STOP P R806. (SEE ROOF PLAN FAST W/ 3/8" HEAD GALV. FAST W/ 3/8 HEAD GALV: IDWGS FOR SIZE AND REINF.J R-4.1 FOIL INSULATION CLG 4 a8'-0"' AFF Po FOR VENTILATION NTILATION REQ. 4 NAILS (2 PER TRUSS MIN:J NAILS. (2 PER TRUSS MIN.) R-4:1 FOIL INSULATION PROVIDE CONT. 3" WIDE PRECAST LINTEL (SEE STRUCL PROVIDE CONT. 3' WIDE DWGS, FOR SIZE AND REINF.) SCREENED VENTS W/ WIRE PRECAST LINTEL (SEE STRUCT. h SCREENED VENTS W/ WIRE MESH CORROSION RESISTANT WINDOW ATTACHMENT AS MESH CORROSION RESISTANT DWGS: FOR SIZE AND REINED 5OND BEAM (SEE STRUCI q . WINDOW ATTACHMENT 45 PER DWGS FOR SIZE AND REINF., SPECIFICATIONSALL ELEVATIONS. AS PER I/8" MAX OPNG. THROUGHOUT PER MANUFACTURER'S 1/8' MAX OPNG. THROUGHOUT. � MANUFACTURER'S ALL ELEVATIONS. AS PER FBC RSOIo. (SEE ROOF PLAN SPEGIFIGATIONS e FBC R806. (SEE ROOF PLAN FORMED AND POURED FOR VENTILATION,REQ. 4 FORMED AND POURED rl ' FOR VENTILATION REQ. 4 CONCRETE SILL (SEE STRUCT. 2 GOATS, z THICK STUCCO CALCS.) DUGS. FOR REINF:J CALCS.) CONCRETE SILL (SEE STRUCT. rt; FINISH APPLIED DIRECTLY TO DUGS, FOR REINF.)i 1X2P.7. FURRING °� 2 COATS,' THICK STUCCO MASONRY OR STONE VENEER q FINISH APPLIED DIRECTLY IX2 PT. FURRING ATTACHED k I 106 NAILS 4 O/C TO MASONRY OR STONE 10d NAILS 4" O/C PER MANUF. RECOMMEND: J �. 2X4 BLKG W/"X3 I/2" VENEER2X4 BLKG W/4"X3-1/2" TAPCON AT 5" O.C. ATTACHED PER MANUF, USP LPTA W/ NOT LESS THAN GYPCRETE TOPPING ON RECOMMEND. (8) 10d XI GAVL. COMMON d ¢ GYPCRETE TOPPING ON o i„ �- USP LPTA W/ NOT LESS THAN (S) 1 NAILS WRAP HEEL OF TRUSS 2 COATS, THICK STUCCO PLYWOOD SHEATHING OR z 2 COATS, z THICK STUCCO PLYWOOD SHEATHING OR a FINISH APPLIED DIRECTLY EDGE GOLD P,4NEL (SEE loci Xl GAVL. COMMON NAILS FINISH APPLIED DIRECTLY W/3O ROOFING FELT Q.. EDGE GOLD PANEL (SEE WRAP HEEL OF TRUSS W/30" TO MASONRY OR STONE VENEER 5TRUCT. DWGS. FOR 9 TO MASONRY OR STONE VENEER STRUCT, DWGS. FOR ATTACHED PER MANUF. RECOMMEND. ATTACHMENT ROOFING FELT ATTACHED PER MANUF. RECOMMEND ATTACHMENT AND NAILING SCHED.) AND NAILING SCHED.J x LEDGER (SEE STRUCT. DUGS. BOND BEAM TOP OF 4 2ND FLOOR TRUSS LEDGER (SEE STRUCT. bWGS. TOP OF 2ND FLOOR TRUSS FOR ATTACHMENT) (SEE STRUCT. DWGS: FOR ATTACHMENT) BOND BEAM FOR ATTACHMENT) SEE STRUCT. DUGS. FO SEE ELEVATIONS R ATTACHMENT) SEE ELEVATIONS 6, , i r r _ G HEIGHT - 4> ON AM (SEE STRUCT: GEILIN < ON A ( *CEILING HEIGHTB p BE B DBE M SEE STRUCT.BOND BEAMS ST UGT. EE R N_, . " SEE STRUCT. EE ELEVATIONS DUGS FOR SIZE -AND REINED BOND BEAM ( DUGS FOR SIZE AND REiNF.) DUGS FOR SIZE AND REINF.i /8 YPSUM BOARDORxt a< _ j/2 ` HI`l�H STRENGTH CLG. DUGS FOR SIZE AND REINF.J 5/8 GYPSUM, BOARD OR 1/2 HIG STRENGTH. CLG. BOARD a .? T3DIV. 8e LO IX2 P.T. FIRE -STOP`. 30ARD 8-O',WDW 8 0 UJDW _ HD. HGT. CLG. 4 �S'-0" A.F.F. HD. HGT. X 1� 1I IX2 P.T. FIRE -STOP Ix2 P.7, FIRE -STOP IRIV2RBEND P.T. FIRE -STOP I' a A CLG: 4 ag'-0" .F.F. CLG: 4 a8'-0 A.F.F: LOT #21 a -a CLG. 4 zS'-O" A.F.F. ' Ill FOIL INSULATION , 1/2" THICK, 2 COAT STUCCO R-4.1 FOIL INSULATION X FINISH APPLIED DIRECTLY PRECAST LINTEL (SE STRUCT.. t0 MASONRY OR STONE DWGS. FOR SIZE AND RE`INF.) VENEER ATTACHED PER PRECAST LINTEL (SEE STRUCT MANUF. RECOMMEND. ' I/2" THICK, 2 COAT STUCCO ol FINISH APPLIED DIRECTLY DWGS. FOR SIZE AND REINF:) r WINDOW ATTACHMENT AS PER MANUFACTURER'S TO MASONRY OR STONE WINDOW ATTACHMENT -AS PER y SPECIFICATIONS VENEER ATTACHED PER MANUFACTURERS MANUF. RECOMMEND. SPECIFICATIONS I ROOF SHEATHING (SEE STRUCT t" TNIGK, 2 GOAT STUCCO DUGS. FOR PLYWOOD SHEATHING, 1/2' THICK, 2 COAT STUCCO FINISH APPLIED DIRECTLY NAILING SPACING AND TYPE), FORMED AND POURED TO MASONRY OR STONE FINISH APPLIED DIRECTLY VENEER ATTACHED PER — NON STRUCTURAL METAL ROOFING CONCRETE SILL W/ (2 "5 CONT. „ TO MASONRY OR STONE FORMED AND POURED IX2 P.T. FIRE -STOP s VENEER ATTACHED PER MANUF RECOMMEND L W/ (2)*5 CONT: � ,GLC�. OVER °30 FELT TOCONFORM W/ MANUF. RECOMMEND: CONCRETE SILL ASTM D 226, TYPE #2 8" CMU (SEE STRUCT DWGS. Ix2 P.T. FURRING STRIPS g 24' R-30 BLOWN -IN FOR VERT. AND HORIZ. REINED NSULATION EMBED. STRAP (SEE STRUCT FOR TYPE, SIZE,* OF NAILS' 4 DETAILS). Ix2 P_T. FURRING ' S' GMU (SEE STRUCT' DWGS. STRIPS a 24" O.G. FOR VERT. AND HORIZ. REINF.) # I/2 LIGHT WEIGHT PRE-ENG WD. TRUSS 24" O.G. MAX. p I/2" GYP. WL. BD. w )RIGID DRYWALL. 1/2" GYP. WL. Bp. N' Q METAL BIRDSTOP TO COMPLETELY z vy WOOD BASE N Z � z WOOD BASE Q FLR.IBRG. HGT Q : Q E w N w "w (Y SEAL EAVE AT BARREL TILE ONLY N U � U IX2 P.T FURRING � U SEE'ELEV'S w v - w w w U FURRING in - U BOND BEAM O - ui O 0'-0' GALV. METAL DRIP EDGE x2 P.T. 0 STUCCO SLOP a a a - (SEE STRUCT. SEE ELE 0 a a a FIN. FLR. a d a a FIN FLR a a a a d a a d DW(_Z FOR SIZE IX2 11.7. a a a s RAD 4 a 9 AND RE INF.) q a GRADE a MONOLITHIC CONC. FOOTING 2xO PRE PRIMED SPRUCE FASCIA (SEE STRUCT. FOR SIZE, a ° MONOLITHIC LONG: FOOTING a s a d a d (SEE STRUCT. PLANS FOR SIZE d a ° G ADE MATERIAL AND ATTACHMENT) d a (SEE STRUCT. PLANS FOR SIZE aa- ° a AND REINF.) ° a a a AND REINF.) a NOTE: PROVIDE TERMITE a BELOW SLAB VAPOR STUCCO SOFFIT ON LEVEL TRUSS GRAPE BELOW SLAB VAPOR TREATMENT BELOW SLAB BARRIER RETURN (ELEVATION NOT LESS BARRIER NOTE. PROVIDE TERMITE M THAN I/2" TOTAL THICKNESS OVER FELT TREATMENT BELOW SLAB MTL.', LATH. LAPPED NOT LESS THAN 1" e FAST W/ 3/S" HEAD G,4LV. NAILS (2 PER TRUSS MIN.) PROVIDE CONT. 3" WIDE SCREENED VENTS W/ WIRE MESH — BLOCK WALL SECTION CORROSION RESISTANT 1/8" MAX OPNG: THROUGHOUT 'ALL ELEVATIONS. AS PER2—STORY I II K WALL S T ICE BLOCK — S L O L� �O C 1 C C �iSECTION SCALE: 3/4" = -(l7" FBG'RSOlo. (SEE ROOF PLAN FOR VENTILATION REQ.,4 CALCS.) SCALE: C NTIL VER TRUS'S SECTION 1� SCALE: 3/4" =1'-0" �le] =192 so 00*1W4 PROJECT# 03303.021`_ MODEL,: THE WENTWORI '- ELEV. I: G ARAGE SS WING: RI1G1 T PAil TOY WALL SECTIONS IRA IL- /2" #12 X 2" WE:). 2x4 STUDS SCREWS 9 16 O.C. u WALL SPACER STUDS EL. 12'=5 1/2" n �4oG NISH SECOND FLOOR 2x8 BLKG. BY BUILDER 2x8 BLKG w/ 3 m 1 1/2" 12d NAILS EA. END EL_ Il'-l" OIL DRYWALL STAIR LANDING WALLMOUNT RAIL BLOCKING DETAIL PRODUCTION RAILING SYSTEM RAILING SYSTEM TO COMPLY WITH THE FLORIDA BUILDING CODE RESIDENTIAL - 2014 - IN ACCORDANCE WITH SECTION - R312 MAX RADIUS AT NOSING 9/16" J EL. O'-O, h z FINISH FIRST FLOOR S = DETAIL B-1 m J TREAD NOSING B-1 4 VMS F7 - NOTE: • STAIRS RISERS TO CONFORMTO FBC 2014 3/I6" MAX. VARIATION IN RISERS/TREADS ADJACENT TO EACH OTHER 3/8" MAX, VARIATION IN ANY RISER/TREAD HANDRAIL CIRCULAR CROSS SECTION DIA. TO BE 1 3/4" +-1/4" OR PROVIDE EQUIVALENT GRASPABILITY WINDERS- MIN. 6 WIDE a NARROW END MIN. 11" WIDTH e 12" FROM NARROW END 3411H. MIN. TO 38"H. MAX. HANDRAIL HST. • SEE STAIR MANUFACTURER'S SHOP DRAWINGS FOR MORE INFO AND EXACT DETAILING • TH15 RAILING: SYSTEI"I'IS DESIGN TO RESIST A LOAD OF 50 PLF FORA CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY DIRECTION AT THE TOP OF SUCH$ARRIERS AT ANY LOCATION ON THE SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES,FBC. 2 1/2" X 13/5" BALUSTER ATTACHED USING (3) #10 X 3 1/2" SCREWS 42" HIGH RAIL 1 3/8" x 5 1/4" RAIL BALUSTERS SPACED TO REJECT A 4" SPHERE PICKET FASCIA 1 1/4" X 1 1/4" BALUSTER ATTACHED TRIM TO FASCIA AND RAILING USING A TITEBOND WOOD GLUE OR EOUIV. AND NAILED W/(2) - 2" l(o5 NAILS TREAD TOP AND BOTTOM- 1 1/Iro" X e" FASCIA ATTACHED STAIR USING •10 X 1 3/4" SCREWS STRINGER DRYWALL sign 11V ki 1 V u p Inc. 1 N. RONALD REAGAN BLVD. LONGVI OOD, FL 32750 PH: 4107-774-6078 FAX:407-774-4©78 t www.abdesigngroup.corra �a AA #: 0003325 9 4 E� x t 6! In1 W ell r �UBDIV. 8c LOT: [�[I RIVERBEND x LOT # 21 170 MPH EXP. PROJECT#, 03303.021` MODEL: TH7 WENTWORTH 0812 E LIE V. D C ARAGE SWING: k RIGHT PAGE:' STAIR SECTION � DETAILS al �L #� ARCHITECT: r STATE OF FLORIDA, ✓ h�..MC. — �C "k HR"I-Vla.4LV%7 PLAN DATE:05 19 2015 AS NOTED �i ��CALE: 3I-IF'7 'I' kTC: �I ■ _ L CTfRIC4L LEGEND t a"50L DEFINITION NOTES EQUIPED WITH GROUND 125V OUTLET FAULT INTERUPTER 20 AMP (TAMPER RESISTANT TYPE) ' EQUIPED WITH GROUND FAULT INTERUPTER' Ilmv OUTLET (TAMPER RESISTANT VVVJJJ/6 TYPE) 11(DV OUTLET EQUIPED WITH GROUND 5 1/2OF OUTLET FAULT INTERUPTER �I WIRED TO SWITCH (T'4MPER PESISTANT EQUIPED WITH GROUND FAULT INTERUPTER Ilmv OUTLET (TAMPER RESISTANT VJ/:GFI TYPE) 220V OUTLET 4 WIRE CONNECTION EXTERIOR WATERPROOF OUTLET GROUND FAULT GFI WP W/PLASTIC INTERRUPTER BUBBLE COVER SWITCH SWITCH 3-W4Y OPER. SWITCH 4-WAY OPER. ^IS4 l ) WALL MOUNTED LIGHT ( ) , CEILING LIGHT M 1i OO VP VAPOR PROOF LIGHT O RECESSED. CAN VENT. FAN (�) VENT. FAN W/LIGHT 2' LIGHT STRIP 4' LIGHT STRIP -�C 2' RECESSED 2-BUL5 WRAP FLUORESCENT LIGHT AROUND 0 PANEL METER G SD ' SMOKE DETECTOR BATT: BACK-UP W/ HARDWIRE INTERCONNECTED BATT.. BACK-UP 1U/ SD/Cl] HARDWIRE INTER- . CARBON MONOXIDE/ CONNECTED SHALL OM SMOKE DETECTOR C O B BE A DISTANCE S OF NOT LESS THEN 4': FROM WALL TELEPHONE. JACK WATER HEAT. W/H DISCONNECT A/C AIR. COND. DISCONNECT 7v TELEVISION JACK STANDARD HEIGHT U.N.O ON PLANS CEILING BOX REQ. TO O J-BOX BE SUPPORTED IN ACCORDANCE W/. BOX MARKED AS SUCH - FOR INSPECTION CEILING BOX REO.TO PROVIDE FAN BOX BE SUPPORTED: IN O W/ 3-WIRE FOR >ACCORDANCE W/ BOX OPTIONAL: FAN MARKED AS SUCH FOR INSPECTION PREWIRE FOR KP ALARM SYSTEM H�PB PUSH- BUTTON FOR CHIMES EXTERIOR WALL IRRIGATION TIMER. AND MOUNTED WEATHER IRR CONTROL BOX PROOF LOW VOLTAGE. BOX EXTERIOR WALL O THERMOSTAT MOUHER PPTRE OF E OW VOLTAGE BOX EXTERIOR WALL 'PHONE / DATA MOUNTED WEATHER /D BOX PROOFLOW PRO VOLTAGEO X CHIME CHIME, VERIFY MOUNTED HEIGHT IN FIELD I(�I FLOOD / \ LIGHT 4 PENDANT l"\ LIGT k--- OVER. ' CABINET LIGHTING SURROUND SS SOUND DROP COORDINATE ® SPEAKERS INSTALLATION W/ MANUFACTURER WALL MOUNTED COORDINATE SPEAKERS INSTALLATION W/ MANUFACTURER WALL MOUNTED TV COORDINATE PRE -WIRE INSTALLATION W/ p MANUFACTURER COORDINATES A ®.� UNDER CABINET INSTALLATION W/ LIGHTING MANUFACTURER L CTFRICAL NOTE A25 I I. THE ENTIIRE INSTALLATION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION ,OF THE NATIONAL ELECTRICAL CODE (NEC) NFPA-10, THE LATEST ----------------- EDITION& OF ALL LOCAL CODES, RULES AND ORDINANCES HAVING A23 !�\ A23-�- JURISDICTION AND FBCR 2014, 5TH EDITION ELECTRICAL PROVISIONS. 2. ALL EOUIPMENT, DEVICES AND ELECTRICAL EQUIPMENT MUST BE _ -- / APPROVED BY UNDERWRITERS LABORATORY (U.L.), OR ANY NATIONAL / -_-- _____-�` --------------- / RECOGNIZED TESTING AGENCY. / O OTION 3. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EvERY MINOR DETAIL OF ----'/ A- p23 PETEGTOR All All CONSTRUCTION. THE CONTRACTOR IS EXPECTED TO PURNI5H AND INSTAL - - _ - - _ - - - - - - / A2l — ALL 175i"l S FOR A COMPLETE ELECTRICAL SYSTEM AND PROVIDE ALL ,ALL --`----,, /� / FOR FUTURE REQUIT�ETR MENT IENTS NECESSARY FOR: EQUIP'TO BE F-!LACED IN PROPER ,_-- ----------- ------------ -0UT5IDE ORDER. O� ( " KITCHEN 4. CORRECTION OF ANY DEFECTS SHALL BE GOMPLETEID WITHOUT ``��A23 ,427 ---------- ------------------ ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR C4 -011 ANY OTHER PHASE OF THE INSTALLATION WHICH MAY: HAVE BEEN I I fCLUB RVI. I COVERED 11 FAMILY ROOM DAMAGED THERE BY. I z� I \\ LANAI /1 5. ALL REQUIRED INSURANCE SHIALL BE PROVIDED FOR PROTECTION 1 A23 A23 I \� - AGAINST PUBLIC LIABILITY AND PROPERTY "DAMAGE FOR THE DURATION 60" A.F.F. Q\ I \r -�� A25 / 60"'A.F.F. OF THE WORK. TV I IN FLOOR I I A25 ��' A25 �� A25 \ A21 I \ OUTLET /��\ i�� \ �/ 421 Tv A. ALL CONDUCTORS SHALL BE COPPER TYPE THUWN OR AN ALUI' INUM \ - A2 \ X/ 425 / IN FLOOR EQUAL ALTERNATIVE EXCEPT#AS OTHERWISE NOTED: TV \�'� ---- J� OUTLET B. MINIMUM WIRE SIZE SHALL BE 14 A.W.Cx. UNLESS OTHERWISE NOTED. \ \ S C. LOAD CENTERS AND PANELBOARDS 1 , _ - -. / / a. CURRENT CARRYING BUSES SHALL BE COPPER- GROUND BUS BAR JA23 \� 4231y j /// A21 SHALL BE COPPER. \ TO LIGHT TO FAN b. ALL CIRCUIT BREAKERS INSTALLED IN PANELBOARDS SHALL BE III ® �� \ I ® // FIXTURES 4 4 ABOVE BOLT -ON. L - - - - - N-WALL SUBUJOOFER X - - vi 1 / A24 ABOVE e. ALL CIRCUIT BREAKERS INSTALLED IN LOAD CENTERS SHALL BE (� �� A(223 p� / WFD PLUG-N. 1I 1T �l IIC�FI All / All d. ALL 120-VOLT, SINGLE-PHASE, 15- AND 20-4MPERE BRANCH CIRCUITS 423 S A23 - - - SUPPLYING OUTLETS INSTALLED IN DWELLING UNITS FAMILY ROOMS, - - - - - - - - - - - _ _ 9 1�INING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, 514 514 IN!CLG. \ GLOSETS,HALLWAY , �,---- SAP -� --- --- ------------------- BEDROOMS, SUN ROOMS, RECREATION ROOMS, OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY -A L167E ���B14 B �1 . All is-- All - -_ AS ARGFAULT CIRCUIT`INTERRUPTER, COMBINATION -TYPE "INSTALLED O / \ i All - ��Y v�� ��\A}I All �y� All All PROVIDE PROTECTION OF THE BRANCH CIRCUIT. / DEN ��Y /� r�lAll j�� ��� ��s `� I e. ALL CIRCUIT BREAKERS FEEDING IMEGHANICAL EOUIPMENT SHALL E / `��\ All ��� - I I / TYP'( WIRELESS \`A� �\ HACR TYPE CIRCUIT BREAKERS. 14 \ All AFCI All RATINGS SHALL BE AS INDICATED ON PANELBOARD SCHEDULES. \ � g.p.A9 All W LCp 1 1 1. WIRING METHQOs: BI4 I _�- 3 s - - - -_ - - - - - - - - - - - - - - - TouCH II CASUAL I PRovIDE A. SCHEDULE 40 PVC CONDUIT, WITH FITTINGS AND COUPLINGS '-- _ I UNDER I � - �� � - - - - - - - - - - -� A5 SCREEN DINING I CABINET / APPROPRIATE FOR THE USE, SHALL BE INSTALLED UNDERGROUND GF / I LIGHTING OR BELOW SLABS ON GRADE. \ - - - - - - / 514 \ \ \\ \ / // / j �/ B GOUPLIELECTRNGS APPROPRIATE FOR THE USEICAL NONMETALLIC TU51NG )IS �ACCEPTABLETH FITTINGS NFOR USE X 5I4 - GFI � All WITH INTERIOR BRANCH CIRCUIT WIRING CONCEALED IN WALLS OR B14 B14 A21\�`� 21 / \ A5 AA1 \ ] \� iAll PWI) AI \ SWITCH FOR i��SP. Ali \ AS ABOVE SUSPENDED CEILING AND AS APPROVED BY THE AUTHORITY TV _ GFI 1 INSTALLED N \ _ C3F1 7/ T� --t I INSIDE CAB, \ HAVING JURISDICTION. C. TYPE MC (METAL CLAD) CABLE WITH ALUMINUMI ARMOR AND - BATH \ / \ i All Al I I INTERNAL GROUND IS ACCEPTABLE FOR USE 45 GENERAL BRAN( r - - - �`� C3F1 CIRCUIT WIRING FOR CIRCUITS 20 AMPS OR LESS AND CONGEALED IN I TO LIGHT r TOGzH - / AIII LU-4 LLS OR ABOVE SUSPENDED CEILING AND AS APPROVED BY THE B4 A9� I A21 AHU *1 FIXTURE �� FI T R All / Ally71 d All / 5 AUTHORITY HAVING JURISDICTION. -- O J AT CENTER. VE� I \\ G5 812 7YP. T`YFE NMI NTERNAL GROUND I AFCIO S/CO/ D. ACCEPTABLE FOR TALLIC AS GENERAL 5RANCH''CIRCUIT WIRING FOR S.D. {{-7 / STAIR \ S \ G I CIRCUITS AND CONCEALED IN WALLS OR ABOVE CEILING AND AS B12--------_ `�`1 / 83638 PAN. �1 G- gl®-}-� �- ®\ All DICTION J BUILT 1N I Al I A5 r \ OUTLET l ,q /A21 1 II DW. FOR DWI FI `44- 5. CONTRAAFFCTORDSA LLHCOORDIINAITE WITH ETY LECTRIC / STOR. DISGONN / I DISP.I AL, TELEPHONE AN . CABLE UTILITY COMPANY REPRESENTATIVE, SERVICE ENTRANCE , X I \ Al OUTLET LOCATION AND ANY OTHER REQUIREMENT. BI2 �A21 �// IN CLG. GF All FOR MICRO / KITCH N / /REF. I F - � ABOVE 9. SERVICE ENTRANCE ELECTRICAL EC?UIPMENT SHALIL BE AS ,'SPECIFIED ON ( -� WALL / WAP 14,1 `�� `�l �\ PLANS. ALL OTHER DEVICES .DOWNSTREAM'OF MAIN BREAKER TO BE 12K 812 TV MOUNTED / DSL. 41� HST. PE l�� Al� ____-- A M F A C. MAN P \ AIC RATED UNLESS OTHERWISE NOTED. \� A21 SFUCI i I OVE A5 A5 OOKTOP OR } 00D1 10. BEFORE ANY ELECTRICAL EQUIPMENT I STALLATION, CONTRACTOR SHALL 5 `�\ H _ FI'ELp VERIFY THE SIZE OF THE F DERS,Al OVER CURRENT BEDROOM # A13"' 413, PROTECTION DEVICES WITH MAN FAGTURER'S EQUIthfEf*l IrATI N. �\ 4I5 AI5 \�� ��`�l SAS L PROVIDE DISCONNECT SWITCHES FORA/C EQUIPMENT AND PUMPS P �T BATHS 512 I > - - - - - - B9 A8 --- All n - - - - MANUFACTURERSRECOMMENDATION5. Bl2 BI2/A8 --� 12. PROVIDE GROUND FAULT CIRCUIT INTERRUPTER PROTECTION (GFI) A8 PER 1, A8 NEC 210-8(a): THIS SHALL INGLUDE'BATHROOMS, GARAGES, OUTDOOR A15 I AI5 AI5 - - - - - - - _ - - - _UTLER'S ,PAN /I AS RECEPTACLES, KITCHENS AND AT WET BAR. SINK ARE, AS APPLICASL VP �� I l / 1\ TO LIGHT u�II I, 13. PROVIDE COMBINATION TYPE ARC FAULT..PROTECTION CIRCUIT BREA ER �� / TV LIVING RM. FIXTURES ��� ` `... (Al FOR OUTLETS INSTALLED IN ALL'DWELLING �l IITS ROOMS, EXCEPT B32,34 WP �� / 1 `�A21 A15 \ A13��J FOR KITCHENS, BATHROOM, GARAGE, UNFINI I4ED, SEMENTS AND RO MS 5(j> 512 A6 \ ABOVE *2— GFI GFI I J _ \ -I \ �I DINING OR AREAS NOT SPECIFIED,IN ACTION 210-12. ( VIDE DEDICATED NF A24 512 \ �\ \L - NEUTRAL WIRE FOR EACH Ai FAULT.GIRGUII' BREAKER. 2 II EYEBALL y \ FOYER -WI T HON -AN CABLE TV OUTLETS AS SHOWN ON U DIRECTIONAL i i I - T 14. PROVIDE PRE REP. ELEP E FF � RECESSED ✓ m � / \ PLAN OR 45 IDENTIFIED ON OPTION SHEETS. A24 i- WN 2628 GFIa \ CAN LIGHTS 15. SMOKE DETE tORS SHALL HAVE A SELF CONTAINED BATTERY BACK UP 1 l _ _ LA13��� ��� AS' / N E CONNECTS ' TO LIGHTING C'iI CUIT AHEAD OF SWITCHES. ALL' / 44 A.F.F_ AI5 AI5 �/ - `� A13��� -� ��1 AI3 SMOKE DETECTORS W17HIN THE HOUSE SHALL BE INTERCONNECTED FOR - ---� ( L / P.B. FOR - SULK SIMULTANEOUS OPERATION, ANP°'SHALL BE ON AN ARC FAULT CIRCUIT NExM1A 3R P.S. FOR AT - - - - - - _ - - - / / CHIMES ® \ ---------GAR4G7'D \ -1 AI5 A2 A8 L--- - - - - - - INTERRUPTER. SINGLE STATIO„SMOKE DETEGTORg'SHALL BE INSTALLED OPENER AI5 J 3 KP v t�19M WP v ((�iAB CONTRACTOR SNAL4 VERFY IN FIELD TGHEN DOORS. / \ (m - / rj *` f I GFI - -� - - - A24 A29 MIN 3 FROM ANY AATHU S S A ABE INSTALLEDIIAS 1 E 680 QND- a. ACCESSIBILITY SHALL BE PROVIDED AS PER NEC 6� -13 N / - WP 6. HYDROMASSAGE B B R NEC,N b. ALL METAL PIPE SYSTEM, METAL PARTS OF ELECTRICAL EQUIPMENT, NMX\ 3R II Cq ¢"A.F:F: PB. FOR AND PUMP MOTORS ASSOCIATED WITH THE HT DROMASSAGE TUBI \\ ---- I GARAGE DR. / SHALL BE BONDED TOGETHER USING A COPPER BONDING JUMPER, j 1 lC®VEj�ED WALL M®UNTED OPENER INSULATED, COVERED OR BARE, NO SMALLER THAN 8 SOLID S PER B39,41 WP WALL (MOUNTED I A24 � A24 / NEC 680 14 GFI LIGHT W/SUJITCN WP AI9 1 AI9 ENTRY AI9 WP LIGHT UJASIUITCH / II IN ATTIC / Il. ELECTRICAL DEVICES SHALL BE MOUNTED AS NOTED BELOW, UNLESS *250 A24 IN ATTIC I', GFI - -I J/ GFI SPECIFICALLY NOTED OTHERWISE: NF r T I b. LIGHT SWITCH: 44' AFF TO BOTTOM OF FIXTURE I L , ---- ---' 11 // A I ------- I L ,413 _ J a. GENERAL PURPOSE RECEPTACLES: 10' AFF TO BOTTOM OF FIXTURE L- J --�--- ---- 18. LIGHTS LOCATED ABOVE SHOWER OR BATH TUB SHALL BE SUITABLE FOR GARAGE ,#2 - - - - - - - - GARAGE k 1 X WET LOCATION (SHOWER TRIM). SPRI KLER A21 A13 19. ALL RECEPTACLES SHALL BE TAMPER RESISTANCE. ��� 20 FBG R404.1 A MINIMUM OF 15% OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTRUES SHALL BE HIGH -EFFICACY LAMPS OR A MINIMUM O 15 o MA_4 PNL / 044 OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY METES PROVIDE GFI % GFI HIGH EFFICACY LAMPS_ FIELD SURGE GLFl del GFI VERIFY PROTECTOR OUTLET / OUTLET EXCEPTION: LOW -VOLTAGE LIGHTING SHALL NOT BE REQUIRED TO UT LIZE LOCI. / HIGI4-EFFICIENCY LAMPS_ MA-Z PNL AT 1 AIN / A FAULT CUiRI;RENT CALCULATION FPL TRANSFORMER 100 KVA VX fla,(100 KVA) = 411 A -0 240V,10: 1 LET THRU= 411/Z(IJo) 42719A HB // IT IS: *l NUMBER OF CONDUCTORS PER PHASE: 2 / �- ' CONDUCTOR LENGTH L': 40' CONDUCTOR C VALUE: 1;493 ------------- ------- XX _ UNDERA2 ---------------------------- ___ WP P - 2 x L x 1 - 2 x 40 x 42119 = 1:9023 1,493 x 240 SAVE COAC+ GFI COACH __-- -_--�COACH /� LIGHT - - - - - - - - C x EL -L LIGHT - - - �L J 1LJ 1L 1L 1L Cal 11LJ LIGHT 1 1 0.3445 I + f 1 + 1.9023 NOTE: FIRST FLOOR PLAN 1 AVAILABLE FROM UTILITY x P1 = 42,119 x 0.3445 - 14,139 AMPS ALL BRANCH CIRCUITS IN ALL HABITABLE 9 9 9 9 USE 22K, A.I.G. RATED AT THE SERVICE ROOMS ARE TO BE PROTECTED BY AN ARC -FAULT INTERRUPTER LISTED TO PROVIDE ELEVATION D USE IOK, A.I.G. RATED AT PANELS _ PROTECTION OF'ENTIRE BRANCH CIRCUIT A25 LV A13 LUP AI3GF1 515 POOL ------------------------- { L IGH[T - --- ------ UNDERAUJF EAVE GFI • PROVIDE SATELLITE LED DIMMABLE HI -HATS PRE -WIRE AND ILO. STD. CFL HI -HAT CENTRAL VACUUM BULBS THOUGHOUT THROUGHOUT HOME, 540,42 02E 0 A24 NF - LUP :;F I A R C H W r IT i F (sign F�� �COUp Inc. 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-77"078' FAX: 407-774-4078 wwwabdesigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 r (954)482-0957 OFFICE 954 708-2468 FAX a Ly q f,f f l� x I L) a Z �� ro ;f A I U13DIV. &c LOT. RIV]ERR]END LOT #21 k� s 0 MPH EXP. C PROJECT 0 303.021 MOD E: THE WENTWORTI 0312 ELEV. D. OA ARAC;E/� S_�WII�ING: RIGH PAGE: ELECTRICAL FIRST FLOOR P LAJLV ARCHITECT: STATE OF FLORIDA CANTALL 01 079 `a :. l /1015 SALE: AS NOTED SHEET NO: ELECTRICAL LFNE SYMBOL DEFINITION NOTES EQUIPED WITH GROUND 125V OUTLET FAULT INTERUPTER /.20 AMP (TAMPER RESISTANT TYPE) EQUIPED WITH GROUND FAULT INTERUPTER IIOV OUTLET (TAMPER RESISTANT TYPE) u IIOv OUTLET EQUIPED WITH GROUND. 1/2 OF OUTLET FAULT INTERUPTER V.l (ll WIRED TO SWITCH (TAMPER RESISTANT TYPE). I EQUIPED WITH GROUND .I u FAULT INTERUPTER IIOv OUTLET (TAMPER RESISTANT vlL GFI \�fJ : TYPE) II b220V OUTLET 4 WIRE CONNECTION EXTERIOR GFI WATERPROOF OUTLET GROUND FAULT UP W/ PLASTIC INTERRUPTER BUBBLE COVER SWITCH SWITCH 3-WAY OPER. �4 SWITCH 4-WAY OPER. WALL MOUNTED LIGHT ( ) CEILING LIGHT @VP VAPOR PROOF LIGHT ORECESSED CAN VENT. FAN y.� (1) VENT. FAN W/LIGHT 2' LIGHT STRIP 4' LIGHT STRIP OOOOOUO V 2 RECESSED 2-5UL5 WRAP FLUORESCENT LIGHT AROUND 0 PANEL METER SD SMOKE DETECTOR BATT. BACK-UP W/ HARDWIRE INTERCONNECTED BATT. BACK-UP W/ SD/Cl] HARDWIRE INTER- ARONE GONN CONNECTED ED SHALL SMOKE DETECTOR COMBO BE A DISTANCE OF NOT LE THEN N 4' E FROM WALL TELEPHONE JACK WATER HEAT. WM DISCONNECT A/C AIR COND. DISCONNECT Tv TELEVISION JACK STANDARD HEIGHT U.N.O ON PLANS CEILING BOX REQ. TO %J O J-BOX BE SUPPORTED. IN ACCORDANCE. W/ BOX MARKED AS SUCH FOR INSPECTION CEILING BOX REO.TO PROVIDE FAN BOX BE SUPPORTED IN W/ 3-WIRE FOR ACCORDANCE W/ BOX OPTIONAL FAN MARKED AS SUCH FOR INSPECTION PREWIRE FOR KP ALARM SYSTEM PUSH-BUTTON FOR CHIMES EXTERIOR WALL IRRIGATION TIMER AND MOUNTED WEATHER IRR CONTROL BOX PROOFLOW .VOLTAGE BOX EXTERIORWALL O THERMOSTAT MOUPROOF LOW WEAER VOLTAGE BOX EXTERIOR WALL PHONE / DATA MOUNTED WEATHER P/D BOX PROOF LOW. VOLTAGE BOX cHIME CHIME, VERIFY MOUNTED HEIGHT IN FIELD jj FLOOD LIGHT . PENDANT ' L IGHT OVER ---� CABINET LIGHTING SURROUND SS SOUND u DROP COORDINATE SPEAKERS INSTALLATION W/ MANUFACTURER WALL MOUNTED COORDINATE SPEAKERS INSTALLATION W/ MANUFACTURER. WALL MOUNTED COORDINATE U)M PRE -WIRE INSTALLATION w/ MANUFACTURE COORDINATE UNDER CABINET INSTALLATION W/ 1' P_ LIGHTING MANUFACTURER LCTfRICAL NMT'S I. THE ENTIRE INSTALLATION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE (NEO) NFPA-70, THE LA EST EDITIONS OF ALL LOCAL CODES, RULES AND ORDINANCES HAVING 52 ��\ B2 JURISDICTION AND FBCR 2014, 5TH EDITION ELECTRICAL PROVISIONS. 2. ALL EQUIPMENT, DEVICES AND ELECTRICAL EQUIPMENT MUST BE APPROVED BY UNDERWRITERS LABORATORY (UL.), OR ANY NATIONAL / RECOGNIZED -TESTING AGENCY. iX/ 3. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF --� B2 B2 CONSTRUCTION. THE CONTRACTOR IS EXPECTED TO FURNISH AND INST LL ', - AND PROVIDE ALL ® ---_ WORKINMORDERECESSARY FOR EQUIPMENT TO BE PLACED IN PROPER 1 42,1��__ A21 ,-- A2� 4. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT B2 MASTER V�� 80" A.F.E - - - - - - - - - - - - - - - - - - - / BEDROOM } j ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAI OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN ~ \� DAMAGED THERE BY 11 COVERED OPEN TO BELOW 5. ALL REQUIRED INSURANCE SHALL BE PROVIDED FOR PROTECTION 5�2' I 52 BALCONY II AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATON \'J�a � >- - �� --� B2 oF A21 1 OF THE WORK. I �\ B2 52 v B2 �. A. ALL CONDUCTORS' SHALL BE COPPER TYPE THWN OR AN ALUMIN M L II \\ 52 EQUAL ALTERNATIVE EXCEPT AS OTHERWISE NOTED. \ _ 52 X TO SWITCH / I _B. MINIMUM WIRE SIZE' SHALL BE "14 A.W.G. UNLESS OTHERWISE NOTED - \\ j -- / �/ BELOW X 1 C. LOAD CENTERS AND PANELBOARDS: / TYP. / a. CURRENT GARR`I'1NG BUSES SHALL BE COPPER. GROUND BUS B RS' �\ I / ,l �l �1A27 52 �> `,182 AFCI A2� � I SHALL BE COPPER. \ { S.D. \`�\ �`i \ A\_i b. ALL CIRCUIT BREAKERS INSTALLED IN PANELBOARDS SHALL B -- LGD I \ OA9 I / _- 42 -, BOLT -ON. 52 L - - - - - - - - - TOUCH-1� _L J A24 . 1 �/ c. ALL CIRCUIT BREAKERS INSTALLED IN LOAD CENTERS SHALL B SCREEN I I I WP \ L -G - - - - _ - - - J d, ALL 120-VOLT, SINGLE-PHASE, 15- AND 20-4MPERE BRANCH CIRCUITS 52 KP GFI _ - - _ - - \ \ TO SWITCH SUPPLYING OUTLETS INSTALLED IN DWELLIN�UNITS FAMILY ROO S, -- \ BELOW DINING ROOMS, LIVING ROOMS, PARLORS, LI, RARIES, DENS, _ — BEDROOMS, SUN ROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, - — — _ — — ` I A9 - 9 S/CO 9 - - - - - O - B 5 FLOOR OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LI TED `�Y 4 I \ B2� S/C ✓ V `J _/ \ �l B2 ��\ `�Y \ ,---- B3 OUTLET 53 ARC -FAULT CIRCUIT INTERRUPTER, COMBINAtION-TYPE INSTALLED TO W.1.C. l`�� ��� \ �� �,Y� 53 �\ B3 PROVIDE PROTECTION OF THE BRANCH CIRCUIT. Y,\ i, \\ ->� \ / / A9_�i \\ / \��83 _------_�i�\\ {Poo s, ALL CIRCUIT BREAKERS FEEDING MECHANICAL EQUIPMENT SHALL BE I � 54 - HAGR TYPE CIRCUIT BREAKERS. I 1 B2 i' 3 3 4 / WIRELESS \ 4 3 3 \ B3 f. A.I.G. RATINGS SHALL BE 45 INDICATED ON P'ANELBOARD SCHEDULES V�\ \ B4 54 1 __ _ j ST® --- \\ L. -�\- ANU "2 53�0° A.F.F\\\ �. L - 535,37 \ 53 WIRING METHODS: IOUNTED 1 A. SCHEDULE 40 PVC CONDUIT, WITH FITTINGS AND COUPLINGS \ LIGHT SW GH 1 B9 1 \\ 10 BUILT-IN Tv LOFT) APPROPRIATE FOR THE USE, SHALL BE INSTALLED UNDERGROUND _ _ -_ -_ _ N CLC�� IN ATT 1 BG Y� / I \ 9 \ �� �DISCON 83 B3 j B. ELECTRICAL NONMETALLIC TUBING (EMT), WI _ ` B OR BELOW SLABS ON GRADE. \ H FITTINGS AND-_------\� I B4 B \� / \� � ��510 TV I COUPLINGS APPROPRIATE FOR THE USE IS ACCEPTABLE FOR U E - - - - _ J -7 1 r 42 �T Bi B �/ WITH INTERIOR BRANCH CIRCUIT WIRING CONCEALED IN WALLS R / �- ABOVE SUSPENDED CEILING AND AS APPROVED BY THE AUTHORITY °® X�-J ZUl I I i 510 LAUN.L- I\_l B11I ------ HAVING JURISDICTION. \ 54 > I B3 C. TYPE MC (METAL CLAD) CABLE WITH ALUMINUM ARMOR AND 84 // \ N 1 rA34, �o INTERNAL GROUND IS ACCEPTABLE FOR USE AS GENERAL BRANCH - / \ O q CIRCUIT WIRING FOR CIRCUITS 20 AMPS OR LESS AND CONCEALED IN MASTERV�IOL�L�47E WALLS OR ABOVE SUSPENDED CEILING AND AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. P4 BATH I T C�MCC �---- - --- B9 TO SWITCH {�TD: TYPE NM (NONMETALLIC SHEATH) CABLE WITH INTERNAL GROUNll IS' �' \ACCEPTABLE FOR USE AS GENERAL BRANCH CIRCUIT WIRING F R �V \ BELOW I \1 - - CIRCUITS AND CONCEALED IN WALLS OR ABOVE CEILING AND j[`h'S STOR. \ I B3 \ IGzHT BI\ JL APPROVED BY THE AUTHORITY HAVING JURISDICTION \Y / A9iSWITC g_ CONTRACTOR SHALL COORDINATE WITH ELECTRICAL, TELEFHONE AND B4 // i &D I 9 B �g N ATTIC BATH CABLE UTILITY COMPANY REPRESENTATIVE, SERVICE ENTRANCE �/ 54 54 // S/CO j �\ �J /) LOCATION AND ANY OTHER RE-QUIREMENT. / r - BI W.I.C. i ,� S. SERVICE ENTRANCE ELECTRICAL EQUIPMENT SHALL BE AS SPECIFIED ON B - VP56 \`, ( B1J TYP: PLANS. ALL OTHER DEVIL 'DOWNSTREAM OF MAIN BREAKER TO E 12K � C B6 TO SWITCH �\ I AFC �o AIC RATED UNLESS OTHERWISE NOTER, °® BELOW i \ i BIO - A9 S.D. Bl \ 1 O. BEFORE ANY ELECTRICAL EQUIPMENT INSTALLATION, CONTRACTOR, SHALL - 6 5 I F S A CURRENT - - VERIFY THE SIZE OF THE: EEDER p vE RRE FIELD ER N R O E � \ � B \ PROTECTION DEVICES WITH MANUFACTURED'5`E%\09HENf"vPECIFICATION. 51 I `�i TYPO- _ B6 n gFCI A9 \ \ I. PROVIDE DISCONNECT SWITCHES:FOR A/C EQUIPMENT AND PUMPS PER --- S. 1 \ \�� B6 / I( \ BI 51 MANUFACTURER'S RECOMMENDATIONS. 54 l D I \ l ' / I. \OP C 5 \ ��\� -_ - - - - - BI J 1 5Xa\ �1A19 / 1 \\� a 12. PROVIDE GROUND FAULT CIRCUIT INTERRUPTER PROTECTION (GFI) AS PER / 6 / B6 PLX B1(D/ ': I \ BI \ Bl $� NEC 210-8(a). THIS SHALL INCLUDE BATHROOMS!,, GARAGES, OUTDO R \ / B / B�� Ic�D \ o° ---'�� RECEPTACLES, KITCHENS AND AT WET BAR 6N< ARE, A5 APPLICAALE. B4 °o - - �j ATII I \I 1 5 \ \ 3. PROVIDE COMBINATION TYPE ARC FAULT PROTECTION.O'IRCU'IT BREAKER I \\ �1 BATft\� BEDROOM #2 11 (AFCI) FOR OUTLETS INSTALLED IN 41_4, SWELLING UN1T5 ROOMS, EXCEPT --- gg I 1 FOR KITCHENS, BATHROOM, GARAne, UNFINIS4E? BASEMENTS AND ROOM, 1 I FI B6/ I \� AI9 j _- % 1 - F BI OR AREAS NOT SPECIFIED IN SECTION 2;1Pf, PROVIDE DEDICATED I O/ I \`il \ Blm X 1510` i O I NEUTRAL WIRE FOR EACH ARC. FAULT CIRCUIT BREAKER. 54 j \ I Tv OUTLETS AS 5H0"UN ON TV I TO SWITCH E310 510 51 Bl 14. PROVIDE PRE -WIRED TEL HONE'A-rN'D CABLE PLAN OR AS IDENTIFIED ON 09.Z'IONS4HATS, W.I.C. W.LC. 1 BELOW BI Bl 15. SI"101� '' BC SHALL HAVE ,, SELF CONTAINED BATTERY BACK BAK UP I BEDROOM #4 j I BEDROOM # AND 6E CONNEATED TO LIGHTING CIRCUIT AHEAD OF SWITCHES. ALL r ------ Y,\ �56 1 + BI --- SMOKE DETECTORS WITHIN THE HOUSE SHALL BE INTERCONNECTED FOR t SIMULTANEOUS OPERATIQ.�,.AND SHALL BE ON -AN ARG FAULT CIRCUIT 86--__---- ,Bro BUD\`� INTERRUPTER. 61VGLE STATION SMOKE DETECTORS SHALL BE INSTALLED BC . _"-- BIm MIN 3' FROM ANY A/C -REGISTER, BATHROOM OR KITCHEN DOORS. - -- CONTRACTOR SAAL�'VERFY:IN FIELD 3 3 \ �Blm X� 3 3 1/o. HYDROMIASSAGE BATHTUBS SHALL BE INSTALLED AS PER NEC 6,80 1 - - - _ a. ACCESSIBILITY SHALL BE PROVIDED AS NEC kb. ALL METAL PIPE SYSTEM, METAL PARTS O E .LECTRICAL ECAL EQUIPMENT, 1 � AUJP F E� BONDED TOGETHER USING A COPPER HYDR BONDING UB A24 AND PUMP MOTORS ASSOCIATED WITH THE BOONDING JUMPER, GFI SHALL BE BOND INSULATED, COVERED OR BARE, NO SMALLER THAN " 8 SOLI AS PER I GFI NEC 680-74 M' �� CUERED Alg 11. ELECTRICAL DEV ICES SHALL BE MOUNTED AS NOTED BELOW, UNLESS I A19- SPECIFICALLY NOTED OTHERWISE: j BALCONY a. GENERAL PURPOSE RECEPTACLES: 10" AFF TO BOTTOM OF FIXT RE L), LIGHT SWITCH: 44' AFF TO BOTTOM OF FIXTURE - - - - - - - - - 10, LIGHTS LOCATED ABOVE SHOWER OR BATH TUB SHALL BE SUITABLE FOR WET LOCATION (SHOWER TRIM). CA 19. ALL RECEPTACLES SHALL BE TAMPER RESISTANCE. �G, EC 20. F5C R404.1 A MINIMUM OF 15% OF THE LAMPS IN PERMANENTLY INS ALLED fIU 1L 11L 1L L LIGHTING FIXTRUES SHALL BE HIGH -EFFICACY LAMPS OR A MINIIMU OF 75% � OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLYSEC'ITT FLOOR, N HIGH EFFICACY LAMPS. EXCEPTION; LOW -VOLTAGE LIGHTING SHALL NOT BE REQUIRED TO UTILIZE E LEVAT: O l U D HIGH -EFFICIENCY LAMPS, I I I FAULT CURRENT CALCULATION FPIL TRANSFORMER 100 KVA fla (100 KVA) = 411 A 9 24OV,10, I LET THRU = 417/Z(1.(o) = 42,719,= ' 1 I IT i1S: "I NUMBER OF CONDUCTORS PER PHASE: 2 CONDUCTOR LENGTH 'L': 40' 1 L CONDUCTOR C VALUE: 7,493 2 x L x 1 __ 2 x 40 x 42 779 1.9023 C x EL-L 1,493 x 240 = M = 1 = = 03445 I + f I + 1.5023 IAA= AVAILABLE FROM UTILITY x M = 42,779 x 0.3445 14739 AMI S USE 22K, A.I.C. RATED AT THE SERVICE USE IOK, A.I.C. RATED AT PANELS • LED DIMi I45LE HI-HH,4TS ILO: STD. CFL HI -HAT BULBSTHOUGHOUT WDUp n Inc. 1441 N. RONALD REAGAN E LONGWOOD, FL 32750 PH: 407-774-6078` FAX: 407-774-4078 ` DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIE,LD BEACH, FL 33442 (954)482-0957 OFFICE 954 708-2468 FAX 2 i I O h q o E I � SUBDIV. & LOT: RIVERBEND LOT #21 �Y t 70 MPH EXP. - PROJECT# O�303.021 MODEL: THE 'IWENTWORTI �1 031� I �,LEV. D G n.V�AGE SWING: RIGHT P TAGE: - _-IIII- EL CTRICi't, SECOND FLOOIr, PLAN CM, ;� RCHITECT= STATE OF IDA -C,v yr JA - CANTWELL R NO 12079 p1, x NT T' ^, lz ; 2015 SCALE: i'dOTED SHEET" ' 7 26 Group ok p Inc. 1441 N. RONALD REAGAN BI LONGWOOD, FIL 32750 PH:' 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com F DRAFTING BY: y, A.B. DESIGN GROUP DRAFTING INC. 1191 EAST NEWPORT s CENTER DRIVE, SUITE 207 DEERFIEILD BEACH, FL 33442 (954)482-0957 OFFICE °. (954)708-2468 FAX j ti f' 2 0 h 0. W q a t u+ a €t k kwl SUBDIV. Se LOT: RIVERPEND LOT #2I �j t 70 MPH EXP. C (fiPROJECT# E„ 03303.021 MODEL: 'THE WENTWORTH 6812 LE V. D z<' dmF S_�WING: RIGHT -i PAah: T / E L E'I C JL R I i r- JL_; PANELS AND RISER ARCHITECT: STATE OF FLORIDA OEM _ AR NO 12079 P LA DAT SCA ri Lli SHEET NO: E2.1 Irm GATE VALVE (TYP.) HEAT TRAP ROUTE PIPING TO DRAIN ON CsRADE WATER H .. .�. .... ,.,.,.. . — ::.. ., _.:..., . ...., w... i ,�.. 'v "'vk. r v .:n.'. P'"i�� . .e ..R n•�. a a.�'.; a9v�e,�'�, � n..-e,,-`. ti�uaR'�e w�.., ..w...Tr.�a --�.. _....., VACUUM RELIEF VALVE Ht3 T Tr --- � L, I ------------------------- EXPANSION TANK TEP'IP 4 PRESS. RELIEF COVERED VALVE- AS.1 I.E. ROUTE PIPING FULL SIZE To CLUB RM. LANAI FAMILY ROOM DRAIN PAN. III I I I I I DISCHARGE SHALL BE NSTALLED IN A MANNER THAT DOES NOT CAUSE PERSONAL 11NJURY TO OCCUPANTS IN THE IMMEDIATE AREA OR STRUCTURAL DAMAGE TO THE BUILDING. TEMP. CONTROL VALVE L - - - - - - - - - - - ----- EATER 111JR DETAIL (TYP® � I --- ——---------- ---- II DEN CASUAL N.rs. DINING II C ----I I -- ^ - - ---- --- n �------ � PED. -- - -- SINK = o 32"X(o0 W.C. yi \� PWDR / - --------- BATH o r - 2 I _ J U6 I r-- i HbT WATER XA/ 3 CASPENSogPAN.-------- F 1L _ � , I BEDRQOM #6 SINK D U. --- i- GOND� 50 F.U. 42 F.0 3 2 2 ADMITTANCE REF: 4XX24 Flu. .KITCHEN vALvE r 000 POT FILLER BATH ##5- 3" STEP UP- 2ND FLR. TRUSSES 2ND FLR. TRUSSES I 2' 67ACK;UP 11=� ROOF _ _2" STACK UP THRU_ROOF- (18 F.U.) ( Na F.U.) BUTLER'S AN. TUB / SHWR LAv. - - - LIVING RM. -1 I, FOYER I I I I — W.C. L DINING --- I o o wH 3" STEP UP TO` 1 2 /�ND FLR. TRUSSES' �COND. 1 / - 2" STACK UP THRU R F BULK -------------% ---- - - - - - - - - - - --- STOR. 1 COVERED \ -- -- ENTRY ---- ONE) I 3/4" P 4 T RELIEF ABOVE F.F 6 PIPE TER INATE ---�---------—-------- � —— GARAGE — — — — — — — GARAGE 4 FIRST FLOOD III DRAINAGE DEAN PLUMBING LEGEND 54 P.U. WASTE A/C LINES FROM UNIT TO CONDENSER WILL BE RUN OVERHEAD HS 2 W,41' Co. 4 SANITARY SEWER. SEE CIVIL DLUS& FOR CONT. a Il 4 Q -11i F v''i E� f Ac qn� Ap j rt�up� rl Inc 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482 0957 OFFICE ! f� 954 708-2468 FAX 2, 0 ti W q a as r. N ti q SUBDIV. & LO' ": RIV,ERBEND ]LOT #21L I F". I 170 MPH EXP. C PROJECT#, 03303.021 MODEL: THE WENTWORTH 0812 ELEV. D GARAGE SWING: raf RIGHT--- P-A.GE: PLUMBING �4 FIRST FLOOR I PLAN N {� a e HITECTC'' STATE OF FLORIDA 4 ['i CANTWELL iFT=No 12679 Ii^rk. b i 115 fai:terT.-"qp� P I A 014f19/2015 SCALE: NOTED SHEET NO: d Pi4 �wa ARCH I Y" ECTS LUMBING SCHEDULE NO. DESCRIPITION WASTE WATER REMARKS (GI'M) COLD HOT WC WATER CLOSET 3" 1/2" — 1.28 GALLONS PER FLUSHING CYCLE LAv. LAVATORY 1 1/4" 1/2" I/2"' 1.5`GPM a G0 Fal PED. SINK PED. SINK 1 1/4" 1/2" I/2" 1.5 GFM a 00 fi SI TUB/ SHWR TUB / SHOWER (2) 1 1/2" 1/2" 1/2" 1.5 C�Pm a 60 PSI G-T. G,4RDEN TUB (I) 1 1/2" 1/2" 1/2" 1.5 GFM a (oO PSI SHOWER (1) 2" 1/2" 1/2" 1.5 GFm 9 (00 PSI FIN, KITCHEN SINK (2) 2" 1/2" 1/2" 1.5 GPI-9 a G0 PSI CLOTHES WASHER C2) 2" /2" I/2" WATER FACTOR OF S OR LOWER (ENERGY STAR / WATER SENSE CERTIFIED) DW DISH WASHER 2) IW — /2" O.5 GALLONS PER CYCLE OR LESS (ENERGY STAR / WATER SENSE CERTIFIED) REF. REFRIGERATOR (2) — 1/2" — UNDER COUNTER AS SELECTED Bl' OWNER (1) PROVIDE ANTI -SCALD VALVE (2) PROVIDE MECH SHOCK ABSORBER TO EACH SUPPLY z w FIXTURE SANITARY PITCH FIXTURE UNITS F KITCHEN SINK 1 1/2" I/4" 2 x y FIXTURE SANITARYJ PITCH FIXTURE UNITS Q WASHER z a p FIXTURE SANITARY PITCH FIXTURE UNITS w LAVATORY 1/4" WATER CLOSET 3" cat "FIXTURE SANITARY - PITCH FIXTURE 'UNITS - LAVATORY 1/4" 1/4" 1 6 WATER CLOSET 3" 3 TUB 1/21, /4" 2 c FIXTURE SANITARY PITCH FIXTURE UNITS LAVATORY 11(4" 1/4" I x WATER CLOSET 1 1/8" 3 TUB 11/2" - 1/4" 2 I FIXTURE SANITARY PITCH FIXTURE UNITS LAVATORY WATER CLOSET 3" 1/8° 3 SHOWER 11/2" 1/4" 2 2" VTR 1L 211 VTR 1' LAv. LAv. 'TUB 211 21 2" 1 1/2 211 1 1/2 'm \ 2" 2" VTR r { 1 - LAV. jW.C. 2 TUB/ 1 2 SHWR' 31, 1 1/2"1 2'11 2 11/2 TUB/ SHWR F. I 1 1/2 "�W.C---� /2 411 2 WAY G.O \ \ 4 3" 4" SANITARY LAV. SEWER. 2� SEE CIVIL 4" DLUG& FOR CONT. 7U5/ SHWR PLUMBING-7 RNER FIXTURE WATER LAVATORY 1/2 HOT- 1/2" COLD: TUB SHOWER 1/211 1/2 HOT- HOT- 1/2 1/2" COLD COLD WASHER 1/2 HOT- 1/2" COLD KITCHEN SINK 1/2 HOT- 1/2 COLD' WATER CLOSET 1/2" COLD FED. SINK 1/2 HOT- 1/2 COLD REF, 1/2 COLD H 5 1/2 COLD NOTE: SANITARY 2 OR LESS 1/4" / FOOT SLOPE OVER 2 1/8 / FOOT SLOPE PI CH TO BE UNIFORM THI; OIJGHOUT STRAI HT RUNS MATERIALS: A. COLD WATER PIPING DOWNSTREAM OF WATER h'IETER SHALL BE Pvc OUTSIDE OF BUILDINCs AND 5ELOIJ CaROUND, FEX INSIDE OF'BUILDINCa B. SANITARY WASTE SHALL BE P.V.0 SCH: 40 C. CONDENSATE DR IN FIFE SHALL BE SCH. 40, FVC' FIFE AND FITTINGS D. IJUATER RELIEF AN DRAIN LINE SHALL BE TYPE CPVC OR COFFER MIN. 3/4" DIA. Ln FIXTURE SANITARY PITCH 7TXTURE UNITS x LAVATORY 1 1/4" 1/4" 6 WATER CLOSET 3' TUB /SHWR 1 1/2 1/4" 2 C FIXTURE SANITARY PITCH FIXTURE UNITS LAVATORY 11/4" 1/4 I F WATER CLOSET 3" I/8 3 TUB / SHOWER 1 1/2° 1/4" 2 a FIXTURE SANITARY PITCH FIXTURE UNITS w LAVATORY 1 1/4 1/4" 1 0 WATER CLOSET 31, 3 o. FIXTURE SANITARY PITCH IXTURE UNITS x LAVATORY 11/4 1/4' I LAVATORY 1 1/4 WATER CLOSET 3" I/S" 3 x w h WATER CLOSET 3 1/8" 3 SHOWER 11/2" 1/4" 2 TUB 11/2' 1/4" 2 OTAL= 54 --— — — — — — — — Fl ------------ ----- - ----------------------- MASTERBEDROOMCOVERED BALCONY OPEN TO BELOW I I I I II I I I I I I I I I I I L------------- L--------------- -I TIFF= — — — — — — I i ------L R HEAD I --- ------ —----. -- V L ES _ H AD W.I.C. 2 II II I -_ t-- STOR. L / (oIIx 2° - — LOFT I I I STACK UP THHRU ROOF - LAUNI MASTER o -� BATH _I 2" I 20 I� I r I I I 3" /I H A RAY BATH 2 1 F2 STOR. 3" \ / r� / W--- ` Y2" STACK UP v 2 THRU ROOF HWR ILvTR 2 0 3 WASTE DOWN BATH CIS FRRST FLR. T" STACK UP 2 ° 2', ° 4 HRU ROOF 3" BATH #3 1 i--- --- # 3" WASTE DOWN TO FIRST PLR. 1/2" 2" STACK UP 8 F.U.J 2 THRU ROOF `' I I ;; V2r I BEDROOM 4 BEDROOM #3 2 . BEDROOM 2 R # # 2° W.I.C. I I W.hC.-jL 22 VTR ;WASHER -I _ Q' SHWR 1 I LAv. I 2" H 3 211 TU; 5/ SHWR 3 W.C. I/2" LAV.-------- . 2 I I 2 11SEC'OND FLOOR /TR i6 1 I I D RAI 'lE PLAN I I I ;LAV. 1 2 PLUMBING LEGEND j I, I I I r''PED.I I � II SINIG WASTE 21. W:G:I 2 A/CLINES FROM UNIT TO CONDENSER WILL BE RUN OVERHEAD 2' L-- ----- L- ---------- ------------ 31, 3' AIR A MITTAN C r r 3�� E '�D ; VALVE 3 ° N- D.W 211_ D i A `'�1i1 R A 1 Y 1 U r O LIP inc. 41 N. RONALD REAGAN BLV LONEW00D, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 EERFIELD BEACH. FL 33442 1 ARCHITECT ,ry STATE OF FLOR )A I+� J _" NTWELL F'LA1V DATE: 05 19 2015 SCALE: AS NOTED SHEET NO: II wry. N.1.5. AIR HANDLING UNIT SCHEDULE • SELECTION BASE ON FAN DATA FAN MOTOR CAPACITIES (MBH). STRIP HEATER (AU)Q ELECTRICAL DATA NON TONS MODEL NUMBER HEATER CFM SUPPLY CFM OA EXT SP IN WG H.P. AMPS COOLING TOTAL COOLING SEN3. COOLING. LAT. �. HEATING TOTAL HEATING HSP HEATING TOTAL K.W. E STEPS VOLT PHASE HTR AMPS MCA MOCP WT. (LBS) DIMEN510N(H X W X D) DESIGNATION AHU-1 AHU-2 Z.5 4.0 FB4CNP030 FB4CNP060 5KW SKW 1000 1600 - - -•--- 0.3 0.3 7/3 3/4 2.6 6.0 30.0 ".5 22.5 34.125 7.5 10.375 29.6 45.0 8.2 8.2 16.4 - 25.9 4.8 7.8 1 1 - 230/7 230/1 20.0 32.0 29.0 48.5'.. 30 50 122 157 49 518 X 1Y5/8 X 22 1N6 49 5/8 X 21 1/8 X 22 1116 AHU 3.0 FB4CNP042 BKW 1200 --- 0.3 1/2 4.1 35.8 26.85 8.95 34.2 8.5 25.9 7.8 1 230/1 32.0 48.5 50 122 49 5/8 X 17 5/8 X 22 1/76 E CONDENSING UNIT SCHEDULE SELECTION BASE ON COMPRESSOR DATA FAN MOTOR. EFFICIENCY ELECTRICAL DATA DESIGNATION NON TONS. MODEL NUMBER LRA RLA H.P. AMPS SEER COP VOLT PHASE MCA MOCP WI(LBS) DIMENSION (L X W X H) HP-1 2.5 CH14NA03000G 16.0 77.0 1/10 0.75 14.0 N/A 23011 20.8 30 172 313116 X 313116 X 39 118. HP-2 4.0 CH14NA0480OG 21.8 117.0 114 1.40 14.0 N/A 23011 28.7 50 221 31 W16 313116X3113116 HP-3 3.5 CH14NA0420OG 19.9 109.0 1/10 0.76 14.0 NIA 23011 26.7 40 198 313116 31 3116 X 28 7/16 AC #'I : NOTES: PLENUM: 16"X12" S/A 1. POWER AND CONTROL WIRINIJ BY E.C. SUCTION LINE: 3/4" COPPER W/1/2" CLOSED CELL INSULATION 2. EXHAUST FANS SUPPLIED AND INSTALLEDBY E.A. LIQUID LINE: 3/8" COPPER 3. ROUTE CONDENSATE DRAIN LINE TO PERVIOUS AREA. CONDENSATE: 3/4" PVC SCHEDULE 40 4. ALL REGISTERS MIN. 8" OFF WALL. 5. ALL CONDENSATE LINES TERMINATE MIN. 12" OFF WALL. AC # 2 : 6. ALL CONDENSING UNIT MIN. 2" CLEARANCE OFF EXT. WALL PLENUM: 19"X12" S/A AND BETWEEN EACH OTHER. SUCTION LINE: 1-1/8" COPPER W/3/4" CLOSED CELL INSULATION 7. ALL HORIZONTAL PRIMARY CONDENSATE DRAINS TO BE INSULATED LIQUID LINE: 3/8" COPPER WITH 1/2" THICK ARMA FLEX CONDENSATE: 3/4" PVC SCHEDULE 40 8. ALL CONDENSING UNITS TO E MIN 5 FEET FROM PROPERTY LINE 9. THERMOSTATS TO BE DIGITAL PROGRAMMABLE.. AC#1: PLENUM: 19"X12" S/A , 19"X20" R/A 7/8" COPPER W/1/2" CLOSED CELL INSULATION SUCTION LIN . LIQUID LINE: 3/8" COPPER CONDENSATE: 3/4" PVC SCHEDULE 40 `h CLUI j 12X12-1w 1� 4x14 300 CFM DEN -J ]f 1ox10 • RA COND. LINE AC#1&3 TERMINATE OFF WALL - BED 0 REF: LINE A/C#3 BA eFEFI F. Lm WH TAX # 1 - 0- - III BX8_Ilw 125 CFM 22x3 ATTIC GARAGE # STOR. COVERED LANAI LIZ1ox10 1w 200 CI M �- - ON STAND FILTER @ UNIT 2OX14 RA a� 7"0 a 9" 0 SA M FROM / 0 t- AHU Iox10-Iw 160 CFM FOYER OPEN ABOVE 9"0--\ LIVING RM. I I i F�1 W25 M PAN. - DINING -1. ENT FAMILY ROOM loxlo_lw CASUAL 14" 0 SA DINING FROM AHU #2 22x30 GE 1 r COURTYARD WALL W/ GATE P11 00R4 Y 1 tq rft kc luxID-1w 1]� CFI TER. LINE INATE OFF WALL i WATER SENSOR SWITCH ATTACHED REF. AHU TO SECONDARY DRAIN OF AHU. LINES SENSOR SWITCH IS WIRED INTO SYSTEM CIRCUIT TO SHUT SYSTEM OFF IF ALERTED BY SENSOR, THAT VENTE WATER LEVELS ARE HIGH. TRAP }�� RETURN AIR COND. 1} ALUMINUM LINE TRAP METAL STAND T- SWITCH WATER SENSOR DETAIL 18XI6 RA MASTER BEDROOM ITO 12x121W 2II50%T��FIM I� 1 MAST qEF- BATE I Ioxto-Iw 175 CFM "0 e° 4" 6X6- 25 CF II 6X6-1W >�•I.•C• 25 CFM L- 6X II 6X6-IW L�L 25 CFM "0 + ~ 2x30 ATTIC W.I.C. ccEs 4"0 ,0 IA H 4 RA 6X6-1W ox+o-1w "o CFM 25 CFM 0 BEDROOM #4 6X6 1W 2S CFM IP3.C- SEE C MANUFACTURER'S C) LIANCE DOCUMENTS FO RESISTANCE gr HORING f IU TIE DOWN TO COMPLY WITH 3CM 2014 301.15 //./!_I FLEX DUCT LOCATION SHOWN /N PLAN IS SCHEMATIC AND TO BE ADJUSTED AT JOB SITE TO ACCOMMODATE FIELD CONDITIONS. DUCT WORK DESIGNED AS PER ACCA MANUAL D. COVERED BALCONY (OPEN TO BELOW) 100 CFM MIN. EYEBOLT 1/4"X2" WITH LOCK WASHER & NUTS c TRUSS , / z/z ...SENSOR WATER SENSOR SWITCH ATTACHED TO SECONDARY DRAIN OF AHU, SWITCH IS WIRED INTO HAN SYSTEM CIRCUIT TO SHUT SYSTEM CH OFF IF ALERTED BY SENSOR, THAT WATER L COOLING COIL .FAN r� ® ® COM DRAIN O ® ROUTE AS M DIRBCTED 2" SING UN IN. 2" SUPPORT RAH, CI'YP) AUXDLLARY / DRAIN PAN SUSPENDED AIR HANDLER UNIT MPG AUX. DRAIN PAN DETAIL SEESTRUCTURAI N.T.S. PLANS FOR DETAH. 12x12-1W OPEN TO BELOW 225 CFM n9 W#2 SA WN LOFT 8x8-Iw 125 CFM TO ID DRYER I_W/DRYERBOX p & 4"0 V.T.O. r • 6X6 R IriU 25 CF 1 �� I 2x3 ATTIC / (OPEN TOBELOW) M'ILI 20o CFM 91 BAT BEDROOM #3 El 1C 1w 125 FM 25 CFM 1 - R PLA bX6-1W 25 CFM BATH #2 G. 6X6-IW 25 CFM IY.I. 25�CFM 6X61W l 0l loxio-1w 12x12 150 CFM RA BEDROOM #2 PROVIDE 4" MINIMUM CLEARANCE ON ALL SIDES OF AHU CLOSET 1NT'DIM TO BE 12" WIDER THAN AHU AS PER M1305.1,1 BROAN #688 EF-1 50 CFM W/4" O V.T.O. BROAN #784 EF-2 80 CFM W/4" O V.T.O. Dennis .DN:cn Digitally Du Dennis Duff, DN cn Denn¢Duff, o-Engineered A" LLC ou License CAC045860, Duff email Denn¢d@engineeredavllc.co t "�m,C U3 Date. 2015.09.11 12:05:40 -04'00 THE DESIGN PLANS AND SPECIFICATIONS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY, AND ARE THE SOLE PROPERTY OF ENGINEERED AIR, LLC. AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH THE SPECIFIED PROTECT: NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE J USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF ENGINEERED AIR LLC. DRAWING IS DIAGRAMMATIC AND ACTUAL LAYOUT CAN CHANGE DUE TO FIELD CONDITIONS. PLAN HISTORY PLAN STARTED 09.11.15 U 1 k` 9 ei r Ts Jfrs D.. _I 4_1 �nT i F :m ql �� DRAWING INFO ENGINEERED AIR LLC. AIR CONDITIONING CONTRACTOR: 2520 N. ANDREWS AVENUE POMPANO BEACH, FLORIDA 33064 PHONE: (954) 974-7277 FAX (954) 973-1883 pENNIS A. DUFF I Lc CA 045860 PACIFIC RIVERBEND WENTWORTH 6812 DRAWING SCALE: LOT NUMBER 3/16"=1'-O" 21 - DRAWING COMPLETED BY: CAMERON G. DRAWING CHECKED BY: CHRIS W. DRAWING NUMBER: PAGEDESIGNATION: 210070 M 1 GENERAL NOTES A R C H I T E C T S I. IT 15 THE SUB CONTRACTORS SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS DURING ERECTION. THIS INCLUDES, BUT 15 NOT LIMITED TO, THE ADDITION OF WHATEVER TEMPORARY BRACING, GUYS OR TIE -DOWNS MAY BE NECESSARY. 2. DESIGN LIVE LOADS ROOF__-____._.._- 20 PSF ELEVATED FLOORS__....._.._._._. 40 PSF BALCONY_. _ 60 PSF 3. DESIGN WIND LOAD SHALL BE BASED ON THE FLORIDA BUILDING CODE 2014 a) BASIC WIND SPEED = 110 MPH b) BUILDING CATEGORY II c) EXPOSURE "C" cIANTERNAL PRESSURE COEFFICIENT +0.18 FULLY ENCLOSED STRUCTURE COMPONENTS AND CLADDING (ASD): +4038, -52.11 PSF FOR DESIGN WIND PRESSURES. 4. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPT. BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPT. OF AGRICULTURE AND CONSUMER SERVICES." FOUNDATIONS I. FOUNDATION DESIGN IS BASED ON AN ALLOWABLE SOIL BEARING PRESSURE OF 2500 PSF. WHICH SHALL BE VERIFIED BY A FLORIDA REGISTERED GEOTECHNICAL ENGINEER PRIOR TO THE START OF WORK 2. PLACE FOOTINGS/SLAB ON COMPACTED SOIL. FOLLOW RECOMMENDATIONS OF SOILS REPORT. CAST -IN -PLACE CONCRETE I. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,500 PSI AT 28 DAYS, HAVE A SLUMP OF 4" PLUS OR MINUS I", AND HAVE 2-4% AIR ENTRAINMENT. 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO ASTM A-615 GRADE 60. 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. WWF SHALL BE LAPPED AT LEAST 8" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 8" LAP. THE FIBER MESH REINF. GONG. IS ACCEPTABLE ALTERNATIVE. 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE EVI-DING CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318-08. 5. ALL REINFORCING DETAILS SHALL CONFORM TO "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE 5TRUCTUR1 511 ACI 315. 6. SUB CONTRACTOR SHALL VERIFY LOCATIONS OF ALL OPENIN(55, SLEEVES, ANCHOR BOLTS, INSERTS, ETC., AS REQUIRED BY OTHER TRADES BEFORE CONCRETE IS PLACED. 1. SUB CONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, BOLSTERS, ETC., NECESSARY TO SUPPORT REINFORCING STEEL. 8. ALL SLABS SHALL BE POURED MONOLITHICALLY, EXCEPT FOR REQUIRED CONSTRUCTION JOINTS. 9. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT: 311---------CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH. 1-1/211 ------- ALL OTHER CASES. 10. HORIZONTAL SLAB BARS SHALL BE BENT I'-6" AROUND CORNERS, OR PROVIDE CORNER BARS WITH A T-O" LAP ON EACH LEG. II. MINIMUM LAP SPLICE ON ALL REINFORCING SHALL BE 25 INCHES. WOOD CONSTRUCTION 6. ALL WOOD IN CONTACT WITH CONCRETE OR EXPOSED TO WEATHER SHALL BE PRESSURE TREATED OR WRAPPED W/ 30" ROOFING FELT. T WALL SHEATHING SHALL BE 19/32" CDX PLYWOOD SHEATHING W/ 8d NAILS AT 411 O.C. AT ALL EDGE SUPPORTS, AND Sd NAILS AT 611 O.C. AT ALL INTERMEDIATE SUPPORTS. PROVIDE SOLID 2x BLOCKING AT ALL SHEET EDGES. 8. FLOOR SHEATHING IS 3/4" TONGUE AND GROOVE C-D PLYWOOD (48/24 RATING) OR EQUIVALENT WEYERHAEUSER EDGE GOLD PANEL, GLUED AND NAILED WITH ICd RING SHANK NAILS OR SCREWS AT 611 O.C. AT SUPPORTED EDGES, AND 10d NAILS AT 10" O.C. AT INTERMEDIATE SUPPORTS. PLYWOOD SHEATHING SHALL BE CONTINUOUS OVER TWO SPANS WITH FACE GRAIN PERPENDICULAR TO THE SUPPORTS. 9. ROOF SHEATHING SHALL BE 5/8" C-D PLYWOOD (24/1(o RATING), NAILED PER ROOF SHEATHING FASTENING SCHEDULE. PROVIDE ONE PLYWOOD CLIP PER SPAN BETWEEN SHEET EDGES. PROVIDE SOLID 2x4 BLOCKING BETWEEN SUPPORTS AT ALL HIPS, RIDGES, VALLEYS, AND CHANGES IN ROOF SLOPE. PLYWOOD SHEATHING SHALL BE CONTINUOUS OVER TWO SPANS WITH FACE GRAIN PERPENDICULAR TO THE SUPPORTS. ALL ROOF SHEATHING SHALL BE RATED FOR EXPOSURE -I 10, ALL LUMBER SHALL BE STAMPED WITH THE GRADE MARK OF AN APPROVED GRADING AGENCY. NAILING SCHEDULE: CONNECTION COMMON NAIL NUMBER OR SPACING SOLE PLATE TO TRUSS OR BLOCKING 16d 811 O.C. STUD TO SOLE PLATE, TOE NAIL Sd 4 DOUBLE STUDS, FACE NAIL 16d 1211 O.C. DOUBLE TOP PLATES, FACE NAIL 16d 12" O.C. TOP PLATES LAPS AND INTERSECTIONS 16d 3 TRUSSES, LAPS OVER WALLS, FACE NAIL 16d 4 BUILT-UP COMER STUDS 16d 1211 O.C. STUDS TO SOLE PLATE, END NAIL 16d 2 PREFABRICATED WOOD TRUSSES I. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED AT EACH END TO THEIR SUPPORTING WALLS OR BEAMS AS SHOWN IN THE TYPICAL WALL ELEVATION 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. 3. TRU55 MEMBERS AND CONNECTIONS SHALL BE DESIGNED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25% FOR ROOF TRUSSES ONLY) TO WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. 4. TRUS5 MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND DESIGN NOTES WITH A FLORIDA REGISTERED ENGINEER'S SEAL FOR APPROVAL BY THE ARCHITECT AND ENGINEER DESIGN NOTES TO INCLUDE THE RATED LOAD CAPACITY OF THE CONNECTORS USED TO SECURE THE MEMBERS, CERTIFICATION OF THE CONNECTOR CAPACITIES AND MANUFACTURER'S LICENSE TO FABRICATE TRUSSES UTILIZING THE CONNECTOR SYSTEM PROPOSED. 5. THE CONTRACTOR SHALL APPROVE FABRICATION AND INSTALLATION DRAWINGS SHOWING SIZE, SHAPE AND LAYOUT PRIOR TO SUBMITTAL FOR REVIEW BY THE ARCHITECT AND ENGINEER BEFORE FABRICATION HAS BEGUN. 6. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS MANUFACTURER, AND THE LOCAL BUILDING CODE, UNLESS NOTED ON PLANS. ALSO WHERE HEEL HEIGHT ON BOTTOM CHORD BEARING TRUSSES EXCEEDS Il" PROVIDE CONTINUOUS 2x4 LET IN. T DESIGN LOADS - DEAD LOADS: ROOF TRUSSES--__.._.___ ...._._ 25 PSF FLOOR TRUSSES - 20 PSF I. WOOD CONSTRUCTION SHALL CONFORM TO THE NDS "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION. 2. ALL BEARING WALL STUDS WOOD FRAMING SHALL BE NO2 SOUTHERN YELLOW PINE. ALL NON -LOAD BEARING PARTITIONS SHALL CONSIST OF 2x4 STUDS SPACED AT 24" O.C. (ALT. 25 GAGE METAL MAY BE USE IN LIEU OF WOOD). 3. PLACE A SINGLE PLATE AT THE BOTTOM AND DOUBLE PLATES AT THE TOP OF ALL STUD BEARING WALLS. DOUBLE TOP PLATES CAN ONLY SPLICE AT A SUPPORT ONE AT A TIME. 2x SOLE PLATES AT THE EDGES OF SLABS SHALL BE ATTACHED TO THE SLAB WITH 1/2" READ HEAD (OR EQUIVALENT PRODUCT) ANCHOR BOLTS AT 32" O.C. W/ 5" EMBEDMENT. AT INTERIOR STUD WALLS PROVIDE EITHER READ HEAD (OR EQUIVALENT PRODUCT) 1516 5DC (WITH 2 1/811 LG, 5/6411 THICK WASHERS) POWDER DRIVEN FASTENERS AT 811 ON CENTER, OR 1/211 DIAMETER READ HEAD (OR EQUIVALENT PRODUCT) ANCHOR BOLTS, WITH 511 EMBEDMENT, AT 32" ON CENTER RED -HEAD FASTENERS OF EQUIVALENT SIZES MAY BE USED. ALL OTHER SUBSTITUTIONS MUST BE APPROVED BY ADVANCED STRUCTURAL ENGINEERING PRIOR TO INSTALLATION. 4. STUDS SHALL BE DOUBLED AT ALL ANGLES, CORNERS AND AROUND ALL OPENINGS. AT SHEAR WALLS. 5. WOOD LINTELS OVER OPENINGS SHALL BE AS NOTED ON THE PLANS. DOUBLE WALL STUDS (ONE STUD BEARING, ONE STUD FULL HEIGHT OF WALL) AT OPENING UP TO 31-011 . FROM OPENING V-0" TO 5'4" PROVIDE MINIMUM TRIPLE WALL STUDS (TWO STUDS BEARINGS, ONE STUD FULL HEIGHT OF WALL). FROM OPENING 5'4" TO T-611 PROVIDE FOUR WALL STUDS (TWO STUDS BEARINGS, TWO STUD FULL HEIGHT OF WALL). NAIL STUDS TOGETHER WITH 12d NAILS 11 12" O.C. EACH PLY. THE REQUIREMENT DOES NOT APPLY TO INTERIOR NON -LOAD BEARING WALLS. LINTELS SHALL BE NO.2 SOUTHERN YELLOW PINE. ROOF SHEATHING LAYOUT SCALE N.T.B. MASONRY WALL CONSTRUCTION I HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 1900 PSI (F'm = 1500 PSI). 2 MORTAR SHALL BE TYPE M OR 5, CONFORMING TO ASTM C210. 3 COURSE GROUT SHALL CONFORM TO ASTM C416 WITH A MAXIMUM AGGREGATE 51ZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI. 4 VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS FILLED WITH COARSE GROUT. 5 VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 4'-0". REINFORCEMENT SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL TYPICAL UNLESS OTHERWISE NOTED. SEE TYPICAL GROUTING DETAIL 8/553 FOR ADDITIONAL INFORMATION. 6 REINFORCING STEEL SHALL BE LAPPED MINIMUM 48 BAR DIAMETERS UNLESS NOTED OTHERWISE ON THE DRAWINGS. 1 HORIZONTAL WALL REINFORCEMENT SHALL BE STANDARD TRUSS TYPE DUR-O-WAL AT 16" O.C. 8 WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE, IT SHALL NOT BE SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICALS. DOWELS SHALL BE GROUTED INTO A CORE IN VERTICAL ALIGNMENT, EVEN THOUGH IT IS IN AN ADJACENT CELL TO THE VERTICAL WALL REINFORCEMENT. 9 PROVIDE PRECAST CONCRETE LINTELS OVER ALL OPENINGS UNLESS NOTED OTHERWISE ON DRAWINGS. LINTELS SHALL BE OF SUFFICIENT SIZE AND REINFORCEMENT FOR THE GIVEN SPANS AND LOADING CONDITIONS. SUBMIT SHOP DRAWINGS WITH RATED LOAD CAPACITIES TO THE ARCHITECT FOR REVIEW. 10 SPECIAL INSPECTION OF UNIT MASONRY IS REQUIRED. TRUSS NOTES 11 THIS DESIGN MEETS THE Ri=QUIRMENTS OF ACI 530 ASCE 1-10. ROOF UJIN 755UIRE Z®N. 1 0 Tq! lc 4' LE) LNG NET UPLIFT LOAD ASCE 1-10 DTH ZONE 1 = 292 PSF ZONE 2 = 48,86 PSF ZONE 3 = 803 P5F a = 4 FEET BASIC WIND SPEED 110 MPH WIND EXPOSURE C. RISK CATEGORY II INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ROOF SHEATHING FASTENING SCHEDULE: BLOCKING AT 48" O.G. USE 8d RING -SHANK NAIL FIRST 2 SPACES PANEL EDGE4e2 PANEL FIELD EACH END. QQ NAILS b" O,C. (D NAILS 6" O.C. 0 NAILS 411 O.C. (2) NAILS b" O.C. OQ NAILS 411 O.G. Qs NAILS b" O.C. WINDOW & DOOR WIND PRESSURES 170 MPH WIND ZONE EXPOSURE C BUILDING CATEGORY II OPENING SIZE ZONE 4 (INTERIOR) ZONE 5 (EXTERIOR)** 10 SQFT +44.15 / -4855 +44.18 / -59.98 20 SQFT +42.11 / -46.54 +42.11 / -55.89 50 SQFT +40.01 / -43.64 +40.01 / -5053 100 SQFT +38.09 / -4181 +38.09 / -4654 ',END ZONE IS DEFINED AS AN AREA WITHIN 5' FROM THE EDGE OF THE BUILDING STANDARD WINDOWS AND DOORS WILL GENERALLY FALL INTO THE 10 TO 20 SQ. FT. CATEGORY. STANDARD DOUBLE SLIDING GLASS DOORS WILL GENERALLY FALL INTO THE 20 TO 50 SQ. FT. CATEGORY. STANDARD DOUBLE GARAGE DOORS WILL GENERALLY FALL INTO THE 50 TO 100 SQ. FT. CATEGORY. IN NO CASE SHALL THE DOOR OR WINDOW DESIGN PRESSURE BE LESS THAN 22 PSF. I. TRUSS MANUFACTURER 15 RESPONSIBLE FOR THE DESIGN OF ANY BRIDGING OR BRACING REQUIRED TO BRACE THE TRUSS BOTTOM CHORDS FOR WIND UPLIFT, 2. SEE THE ARCHITECTURAL DRAWINGS FOR ELEVATIONS, OVERHANGS AND BEARING CONDITIONS. 3. THE CONNECTION OF TRU56 TO TRUSS SHALL BE PROVIDED BY THE TRUSS MANUFACTURER 4. VERIFY TRUSS CONFIGURATION WITH ARCH DRJJG PRIOR TO CONSTRUCTION. FASTENER SUBSTITUTIONS: ALL NAILS ARE COMMON NAILS, UNLESS NOTED OTHERWISE. THE FOLLOWING FASTENERS ARE ACCEPTABLE SUBSTITUTIONS. THE ALTERNATE FASTENERS SHALL BE SPACED AT THE SAME SPACING AS THE SCHEDULED FASTENERS. SCHEDULED FASTENER ALTERNATE FASTENER Ed COMMON NAIL Sd RING SHANK NAIL 8d SCREW SHANK NAIL 0.131 P-NAIL 10d COMMON NAIL 10d RING SHANK NAIL 10d SCREW SHANK NAIL 0.148 P-NAIL bd COOLER NAIL % x 1 1/4" TYPE S OR W DRYWALL SCREW WATERPROOFING FOR THIS BUILDING 1.5 THE SOLE RESPONSIBILITY OF THE BUILDER/CONTRACTOR. BUILDER/CONTRACTOR SHALL PROVIDE WATERPROOFING FOR THE BUILDING IN ACCORDING WITH BUILDING CODE AND/OR MANUFACTURE SPECIFICATIONS. ASE ENGINEERING SERVICES, INC. STRUCTURAL DESIGN GROUP TO THE IEBT L "r WYA4.I , THE WiLpm P155m F'LAIJB AND BPECFICATIONB la y WrMl wllL MG eTpKiaRAL 1 E51G L . THE 8KdiMra M 9EAL Gf rHE mL AND B CFIC TIONe ARE ONLY FOR T G uI m.s 8TRICNRAL OO'IPP 5 M CTED IY WMD, LIVE M GR/vRY LOAD& 10244 East Colonial Drive, Suite 202 Orlando, Florida 32817 - 407-677-5565 Fax 407-730-2999 Certificate of Authorization No. 25873 G/ Design rouprinc. 1 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com UNAt I INCi B A.B. DESIGN 1191 EAST NEWCENTER jDRAFTING DRIVE, SDEERFIELD BEACH,(954)482-0957 954 708-246 y x c 4 RIVERBEND LOT #21 170 MPH EXPOSURE C PROJECT# 03303.021 MODEL: THE WENTWORTH 6812 ELEV. D GARAGE SWING: RIGHT PAGE: GENERAL NOTES ENGINEER STATE OF FLORIDA P.E. PRY T b9/2p/15 DA E: S ALE: AS NOTED S IEET NO: S1.01 A R C H IT E C T S SAFE LOAD TABLES 8" PRECAST & PRESTRESSED U—LINTELS 4^1WIP-4m" UPLIFT LATERAL TYPE LENGTH 8F8-1T 8F12-1T 8F16-1T 8F20-IT BF24-1T 8F28-1T 8F32-1T SUS SFS 8F8-2T 8F12-2T 8F16-2T 8F20-2T BF24-2T 8F28-2T 8F32-2T 2'-10" (34") PRECAST 2727 2878 4101 5332 6569 7811 9055 2021 2021 2727 2784 3981 5190 6407 7630 8857 3'-6" (42") PRECAST 2165 2289 3260 4237 5219 6204 7192 1257 1257 2165 2215 3165 4125 5091 6061 7036 4'-0" (48") PRECAST 1878 1989 1 2832 3680 4532 1 5387 6245 938 938 1878 1925 2750 3583 4422 5264 6110 4'-6" (54") PRECAST 1660 1762 2507 3257 4010 4767 5525 727 727 1660 1705 2435 3171 3913 4658 5406 5'-4" (64") PRECAST 1393* 1484 2110 2741 3375 4010 4648 505 505 1393 1437 2050 2670 3293 3920 4549 5'-10" (70") PRECAST 1272* 1357 1930 2505 3084 3665 4247 418 418 1272 1315 1875 2441 3010 3583 4157 6'-6" (78") PRECAST 1141* 1200 1733 2250 2769 3290 3812 707 887 1141 1182 1684 2192 2703 3216 3732 T-6" (90") PRECAST 959* 912 1475 1914 2354 2797 3240 591 657 990 1029 1466 1907 2351 2797 3245 9'-4" (112") PRECAST 801* 612 980 1269 1560 1852 2144 454 630 801 755 1192 1550 1910 2271 2634 10'-6" (126") PRECAST 716* 498 793 1027 1261 1496 1731 396 493 716 611 1039 1389 1711 2034 2358 11'-4" (136") PRECAST 666* 439 696 899 1104 1309 1515 363 556 666 535 905 1295 1595 1896 2198 12'-0" (144"j PRECAST 607* 400 631 816 1001 1186 1372 340 494 631 486 818 1209 1514 1799 2086 13'-4" (160") PRECAST 500* 340 532 686 841 997 1153 302 398 573 409 1 682 1 1004 1367 1 637 1897 14'-0" (168") PRECAST 458* 316 493 635 778 922 1065 286 360 548 378 629 922 1254 1567 1816 14'-8" (176") PRESTRESSED 243 295 459 591 724 857 990 N.R. 357 243 352 582 852 1156 1491 1742 164" (184") PRESTRESSED 228 278 430 553 677 801 925 N.R. 327 228 329 542 791 1072 1381 1676 17'-4" (208") PRESTRESSED 188 236 361 464 567 670 774 N.R. 255 188 276 449 649 874 1121 1389 19'-4" (232") PRESTRESSED 165 207 313 401 490 578 667 N.R. 204 165 239 383 550 736 940 1160 21'4" (256") PRESTRESSED 145 186 278 356 433 512 590 N.R. 172 142 212 336 477 635 807 993 22'-0" (264") PRESTRESSED 140 180 268 343 418 493 568 N.R. 161 137 205 3zz 457 607 771 947 24'-0" (288") PRESTRESSED 127 165 244 312 380 447 515 N.R. 135 124 186 290 408 538 680 833 *REDUCE VALUE BY 25% FOR GRADE 40 FIELD REBAR SAFE LOAD TABLES 8" PRECAST & PRESTRESSED U—LINTELS CR"r GRAVITY LENGTH TYPE 8LI8 8F8-0B 8F12-0B 8F16-0B 81=20-0B BF24-OB 81`28-013 8F32-0B 81=8-113 81=12-18 81=16-113 81=20-16 8F24-1B 8F28-1B 8F32-1B 2'-10" (34") PRECAST 2302 3166 4473 6039 7526 9004 10472 11936 3166 4473 6039 7526 9004 10472 11936 T-6" (42") PRECAST 2302 3138 3377 4689 6001 7315 8630 9947 3166 4473 6039 7526 9004 10472 11936 4'-0" (48") PRECAST 2029 2325 1 2496 1 3467 4438 5410 6384 7358 2646 4473 6039 7526 1 9004 10472 1 11936 4'-6" (54") PRECAST 1651 1787 1913 2657 3403 4149 4896 5644 2170 4027 6039 7526 9004 10472 9668 5-4" (64") PRECAST 1184 1223 1301 1809 2317 2826 3336 3846 1665 2889 5057 6096 5400 6424 7450 5'-10" (70") PRECAST 972 1000 1059 1474 1889 2304 2721 3137 1459 2464 4144 5458 4437 5280 6122 6'-6" (78") PRECAST 937 1255 2101 3263 2746 1 3358 3971 4585 1255 2101 3396 5260 7134 8995 6890 T-6" (90") PRECAST 767 1029 1675 2385 1994 2439 2886 3333 1029 1675 2610 3839 5596 6613 5047 9'4- (112") PRECAST 573 632 1049 1469 1210 1482 1754 2027 768 1212 1818 2544 3469 4030 3127 10'-6" (126") PRECAST 456 482 802 1125 915 1122 1328 1535 658 1025 1514 2081 1 2774 3130 1 2404 11'-4" (136") PRECAST 445 598 935 1365 1854 2355 1793 2075 598 935 1365 1854 2441 3155 4044 12'-0" (144") PRECAST 414 545 864 1254 1689 2074 1570 1818 555 864 1254 1693 2211 2832 3590 13'-4" (160") PRECAST 362 427 726 1028 1331 1635 1224 1418 485 748 1076 1438 1855 2343 2920 14'-0" (168") PRECAST 338 381 648 919 1190 1462 1087 1260 455 700 1003 1335 1714 2153 2666 14'-8" (176") PRESTRESSED N.R. NR NR NR NR NR NR NR ass 765 1370 2045 2610 3185 3765 16 4" (184") PRESTRESSED N.R. NR NR NR NR NR NR NR 420 695 1250 1855 2370 2890 3410 17'-4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR 310 530 950 1400 1800 2200 2600 19'-4" (232") PRESTRESSED N.R. NR NR NR NR NR NR NR 240 400 750 1090 1400 1720 2030 21'-4" (256") PRESTRESSED N.R. NR NR NR NR NR NR NR 183 330 610 940 1340 1780 2110 22'-0- (264") PRESTRESSED N R NR NR NR NR NR NR NR 160 300 570 870 1250 1660 1970 24'-0" (288") PRESTRESSED N.R. NR NR NR NR NR NR NR 130 240 1 470 720 1030 1350 1610 • 2 • 8F8-06/1T 8F8-1B/1T 8F16-OB/1T i 8F16-1B/1T 8F20-1B/1T 8" PRECAST W/ 2" RECESS DOOR U—LINTELS 4A"449cm GRAVITY TYPE LENGTH 8RU6 8RF6-0B 8RF10-OB 8RF14-OB BRF18-OB 8RF22-OB 8RF26-OB BRF30-OB 8RF6-113 8RF10-18 8RF14-1B BRF18-1B 8RF22-1B 8RF26-1B 8RF30-113 4'-4" (52") PRECAST 1489 1591 3053 2982 3954 4929 5904 6880 1827 3412 4982 6472 7947 9416 10878 4'-6" (54") PRECAST 1357 1449 2782 2714 3600 4487 6375 6264 1702 3412 4982 6472 7947 9416 10878 5'-8" (68") PRECAST 785 832 1602 1550 2058 2566 3075 3585 1153 2162 4074 6472 6516 5814 6839 5'-10" (70") PRECAST 735 779 1500 1449 1924 2400 2876 3352 1103 2051 3811 6472 6516 5450 6411 6'-8" (80") PRECAST 822 907 1677 2933 2576 3223 3872 4522 907 1677 2933 4100 6730 8177 6707 7' 6„ (90") PRECAST 665 761 1377 2252 1958 2451 2944 3439 764 1377 2329 3609 5492 6624 5132 9'-8" (116") PRECAST 371 420 834 1253 1071 1 1342 1614 1886 535 928 1497 2179 2618 3595 2875 8" PRECAST W/ 2" RECESS DOOR U—LINTELS 4ANP-4is111" UPLIFT LATERAL LENGTH TYPE 8RF6-IT 8RF10.1T 8RF14-1T 8RF18-1T 8RF22-1T 8RF26-IT 8RF30-1T 8RU6 8RF6 8RF6-2T 8RF10-2T 8RF14-2T 8RF18-2T 8RF22-2T 8RF26-2T 8RF30-2T 4'-4" (52") PRECAST 1244 1673 2413 3260 4112 4967 5825 932 932 1244 1519 2339 3170 4008 4850 5696 4'-6" (54") PRECAST 1192 1507 2311 3121 3937 4756 5577 853 853 1192 1455 2240 3036 3837 4643 5453 5'-8" (68") PRECAST 924* 1172 1795 2423 3055 3689 4325 501 501 924 1132 1741 2357 2978 3603 4230 5'-10" (70"} PRECAST 896* 1138 1742 2352 2965 3581 4198 469 469 896 1099 1690 2288 2891 3497 4106 6-8" (80") PRECAST 778 882 1513 2042 2573 3107 3642 830 1100 778 956 1468 1987 2509 3035 3563 T-6" (9p") PRECAST 688 697 1325 1810 2280 2753 3227 710 941 688 949 1302 1762 2225 2690 3157 9'-8" (116") PRECAST 533* 433 808 1123 1413 1704 1995 516 614 533 1 527 1009 1369 1728 2088 2450 *REDUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR CONNECTOR SCHEDULE STRAP/BUCKET FASTENER TO 1RUSS/JOIST FASTENER TO BEAM/TOP PLATE UPLIFT (Ibs) GRAVITY (Ibs) LATERAL F1 (Ibs) F2 (Ibs) USP HTA16 (10) 10d x 11" EMBEDDED (4" MIN.) 1615 — 590 660 (2) USP HTA16 (10) 10d x 11" EMBEDDED (4" MIN.) 3230 — 1180 1320 (4) USP RT24T (9) 16d IACH STRAP 5 0 TAPPER POWERS FASTENERS EA. STRAP W 1 MIN. EMBEDMENT 4500 — — — USP RFUS (12) WS3 FASTENERS6WEDGE BOLT 4950 — — — USP THD48 * (16) 10d 6 0 TAPPER POWERS FASTENERS W/ 14" MIN. EMBEDMENT 1655 1655 USP THD48 (16) 10d x 11" 6 0 TAPPER POWERS FASTENERS W/ 14 MIN. EMBEDMENT 1500 1500 — USP TDH210 (20) 10d x 1�" 0 TAPPER POWERS FASTENNEE RS W/ 14" MIN. EMBEDMENT 2295 2295 — — USP MUGT15 (28) 10d x 1" 10 0 TAPPER POWERS FASTENERS W/ 14 MIN. EMBEDMENT 4495 — — — USP PHD4A (10) WS3 8"0 x 6"ANCHOR BOLT 5215 — — — USP LPTA (10) 10d x 11" EMBEDDED (4" MIN.) 1250 — 810 1500 USP HLPTA75 (20) 10d x 1j" EMBEDDED (4" MIN.) 2125 — 1860 1715 USP SPT24 (6) 1Od (6) 1Od 1030 — 560 260 USP SPTH4 (12) 10d x 1�" — 1730 — — — USP SPTH6 (12) 10d x 1�" — 1730 — — — USP LSTA18 (14) 1Od — 1235 — — — USP USC43 (8) 16d FASTENERS6WEDGE BOLT 10133 — — — USP RT3A (4) 8d (4) 8d 610 — 190 190 USP RT16A (9) 10d x 1�" (8) 1Od 1380 — 800 645 USP HTW20 (20) 10d (8)-10d 1530 — — — USP PA44E (1) 1/2" DIA. ANCHOR BOLT (6) 16d 990 6775 — — USP PA66E ANCHOR BOIA. LT (8) 16d 1060 16005 — — USP LTS20B (1) 1/2" DIA. ANCHOR BOLT (5) #10 SCREWS 885 — — — USP HTWM16 (8) 10d x 11" (4) 1/4"x 14" WEDGE BOLT 1225 — — — SIMPSON MBHU3.56 2-3/4" X 5" TITEN HD (12) 4"X2-1/2" SDS SCREWS 2210 4005 — — SIMPSON MBHU5.50 2-3/4" X 5" TITEN HD (12) J"X2-1/2" SDS SCREWS 2210 4005 — — SIMPSON HU48 (6) 1Od (14) 4" x 24" TITEN 1085 4350 — — SIMPSON HU28 (4) 10d x 17F (6) � x 24" TITEN 575 2400 — — SIMPSON HU46 (6) 1Od (12) J" x 24" TITEN 1085 3950 — — LGUM SIMPSON SDS (8 J" HD (8) 4" x 2j" SDS SCREWS 3575 9715 — — ALL 'POWERS' FASTENERS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. FOR MASONRY APPLICATION, REFER TO THE "USP TECHNICAL BULLETIN FOR MASONRY APPLICATION." 'POWERS' FASTENERS WEDGE —BOLTS FOR CONNECTOR 'H' SHALL BE INSTALLED IN FULLY GROUTED AND REINFORCED MASONRY CELLS. * WHERE THE FLANGE OF BUCKET 'THD48' DOES NOT FIT, AND PROVIDED THE GRAVITY LOAD DOES NOT EXCEED 1,225 Ibs, USE USP 'HD481F' ATTACHED TO THE WALL WITH (4) 76"0 TAPPER 'POWERS' FASTENERS W/ 14" MIN. EMBEDMENT, AND 10d NAILS TO THE WOOD. ALL ANCHOR BOLTS FOR POST ANCHORS TO BE THREADED ROD WITH NUT ON EMBEDDED END AND HAVE MIN. 9" EMBEDMENT U.N.O. ASE ENGINEERING SERVICES, INC. ®Y WM , LIVE N G A`rr LOA 10244 East Colonial Drive, Suite 202 Orlando, Florida 32817 - 407-677-5565 Fax 4 Certificate of Authorbotion No. 9587, /Design Gr )t lac. L441 N. RONALD REAGAN BLVE LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 URAF I INN aT: A.B. DESIGN GROUP DRAFTING INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482-0957 OFFICE 954 708-2468 FAX Z O W q a ti q -- N c v RIVERBEND LOT #21 170 MPH EXPOSURE C PROJECT#, 03303.021 MODEL: THE WENTWORTH 6812 ELEV. D GARAGE SWING: RIGHT PAGE: TABLES ENGINEER: ir STATE OF FLORIDA P PRANT DATE: �� 22,i//15 1 GALE: AS NOTED HEET NO: S1.02 It 6'-211 ( 1_211 I/55.01 KJ 4'-211 .1,1-411 0 N r -- u,F z.� --1 ' .\\ I FILLED I/55.01 *1 o 611 O.G. MAX. r_- _ _ ---1- - - - - - - - - - - - - / y -0 1 -- v p WF-2.0-------- ------------ ------ Tr - - - - - - - - - - - - - - - - - - - - - ( N 1 4 1 4„ i r��Mlr rrt�r�r` 1 1 I I I (2) 2x6 W/ T/5501 ( e USP LTS20B I 2'-211 '� II'-3" 10'-II"` iD -811 L F-3.0A i 1 F-3.0 --, WF_� _ _ I v Ijl r-J 1 ;; I L _ f3J 2x4 W/ �\` 4'-1 1/2" tUF-20 121 4" 4'-I 1/2" / ---J �--71 _ I USP LTS205 �� l/5501 40 F 3.0 F-3.0 1 151-9 I/2" WF-133 WF-133A (3) 2x8 WOOD POST I _ I (6J 2x4 WOOD 1 -- ---`- 1 W/ USP LTS205 EA. ( - r POST W/ USP - 1 s 1, L '1- 72 J ` LT5205 - -� I 3 SIDE OF OPENING I (2x4 W D PCDST I \ P1151'DE r � � yW/SP L 205 �A, .i FAi , 1 MEi ! OF ENING . -WALL W1 P � � \ i q � QUIREU' 5DI ' aI ' - _ % STUDS g 12 O.C. r , --1I TEMITET EATMEPtiEutRA- -_: __ _ _--:::._ .- N. 11'-' 3/4" Imo. i 1 I WF-133A' LL W/ S2x4 WOOD 5RNG �� Yi' *2 (3) 2x4 W/ (-r _---� , „ O.C. USP LTS2OB L J 1/65.01 = '' l/5501 (2) 2x4 WOOD POST W/LISP LTS205 EA. 1 SIDE OF OPENING i- (� (2) 2x6 WOOD POST r' '� _®- ( W/ USP LT5205 EA. SIDE OF OPENING *l i , 11 _J �- -- �• 1 �-----�,133A --- -Ij 15'-l3/4" - K;: 13'-61/411 2'-2" 9'-9" 11'-Sn 31-011 1 11 2x8 WOOD 5RNG - 2x4 WOOD SRNG' 1 I 15/8501 1 WALL W/ SYP *2 (2) li X6' O" CRACK ARS WALL W/ SYP *2 15' I/2" ` ` i STUDS s 1211 O.C. STUDS g 12° O.C. POSITIONED IN THE MIDDLE ' //' `\\��- OF SLA5 TYPICAL 6 INSIDE - - - - -- _ / WF_2 � 0' - CORNERS AND AS SHOWN. -- __ _ _ � TS 3-U2" x @ r/ I I F-.OA 3-1/2 x 1/4 � 2u \\N TSB-1/2 x \ u \ n `+ N F=3i0A 3-I/2" x I/4" Nx I • f 1 `,\ 1 I F-- --- -- --- --- I \'-WF-20AJ if----------�� �L------ I -- - - -- - 1 WF 2.6 wF 2ai J =N I I 1 15/55.01 L -- �-': e � ;PAVERS -It -- 10 - -61/2' ( 3'-II" 41-311 9'-ell 41-311 3' 11'1 1 1 I I F-2.0! I 1 F-2.01 I I 1 <"'n,j 7'-l_l1 11_411 T'-8" I' 4" 7'-6" Ito t ;Eo cA _ w- N N I1 1 OI n N I e e cqNt I i I I SCREEN WALL W/ I I 4 F.C. 66 0 O.C. MAX. i I FTG PER 7/55.05 -� 1 c� m cNn Nt r FOOTING SCHEDULE MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORE LONG -I WF-1.33 16" CONTINUOUS 16" - (2) #5's DBL WWM 36" PERIMETER (+)0'-0" 111 16" CONTINUOUS 12" - (2) #5's SINGLE Will (+)0'-0" WF-1.33B 16" CONTINUOUS 12' - (2) #5's - (-)1'-4" WF-2.0 24' CONTINUOUS 16" #5 0 48" O.C. (3) #5's DBL WWM 36" PERIMETER (+)0,-0" WF-2.OA 24" CONTINUOUS 12" #5 0 48" O.C. (3) #5's SINGLE WWM (+)0'-0" WF-2.OB 24" CONTINUOUS 12' #5 0 48' O.C. (3) #5's - F2.0 24" 24" 16" (2) #5's (2) #5's DBL WWM 36" PERIMETER (+)0'-0" F2.OA 24" 24' 12" (2) #5's (2) #5's SINGLE WWM (+)0'-0" F2.OB 24" 24" 12" (2) #5's (2) #5's - (-)1 _4• F2.5 30" 30" 16" (3) #5's (3) #5's DBL WWM 36" PERIMEZER (+)0'-0" F2.5A 30" 30" 12" (3) #5's (3) #5's DBL WWM 36" PERIMETER (+)0'-0" F2.58 30" 30" 12' (3) #5's (3) #5's - (-)1'-4" F3.0 36' 36" 16" (3) #5's (3) #5's DBL WWM 36" PERIMETER (+)0'-0" F3.OA 36" 36" 12" (3) #5's ; (3) #5's SINGLE WWM (+)O'-0" F3.06 36" 36" 12" (3) #5's (3) #5's - (-)l'-4" F3.00 36" 36" 12" (3) #5's (3) #5's DBL WWM 36" PERIMETER (-)0'-8" F3.5B 42" 42" 12" (4) #5's (4) #5's - (-)1'-4" F4.0 48" 48" 16" (4) #5's (4) #5's DBL WWM 36" PERIMETER (+)0'-0" F4.OA 48" 48' 12" (4) #5's (4) #5's SINGLE WWM (+)W-O" F4.08 48" 48" 16" (4) #5's (4) #5's - (-)1'-4" F5.0 60' 60' 16" (5) #5's (5) #5's DBL WWM 36" PERIMETER (+)0'-O" F5.OA 60" 60' 12" (5) #5's (5) #5's SINGLE WWM (+)0'-0" F5.06 60" 60" 16" (5) 45's (5) 15's - (+)0'-0" PROVIDE CORNER BARS, SAME SIZE AND QUANTITY AS BAR 1N FOUNDATION, WITH 30" LEG EACH WAY. PLAN NOTES: 0 SEE GENERAL NOTES ON SHEET 51.01 DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IN WRITING IF ANY DISCREPANCIES ARE FOUND. ❑3 PRIOR TO CONCRETE PLACEMENT PROVIDE TERMITE SOIL TREATMENT PER MANUF. SPECS. (SOIL TREATMENT PER FSC R-318) ® SLA5 ON GRADE: 4" (TOTAL - UN.O.) CONCRETE REINFORCED WITH 6x6-WI.4xWl.4 W.W.F. (PLACED I" FROM TOP OVER VAPOR 5ARRIER (SEE ARCH'L. DRWGS.)ON COMPACTED 5115GRADE. TOP OF SLA5 ELEV. = 0-0" (REFER) UNLESS NOTED OTHERWISE. COORDINATE ALL SLA5 DEPRESSIONS, SLOPES AND LIMITS THEREOF -- WITH ARCH'L. DI;MGS. 4a ADD'L 6x6-WIAxWIA WW (PLACED I" FROM TOP OF SLA5) AT PERIMETER OF BUILDING. SEE FOOTING DETAIL FOR LOCATION OF W.W.F. 05 INDICATES MASONRY SEARING WALLS REINFORCED WITH (1)-05 VERTICAL AT 4'-O" OG. MAX GROUT FILLED CELLS SOLID AT ALL CORNERS, ADJACENT MA50NRY OPENINGS WHICH 15 SHOWN ON PLAN. INDICATES 15 IN GROUT FILLED CELL 5ELOW WINDOW SILL. INDICATES *i VERTICAL IN GROUT FILLED CELL. INDICATES (2)S OR (2)% (SEE PLAN) VERTICAL IN GROUT FILLED CELL. © SEE ARGH'L. DRAWINGS FOR LOCATIONS/ LIMITS AND CONSTRUCTION INFORMATION OF INTERIOR NON -SEARING PARTITION WALLS NOT SHOWN ON PLAN. SEE GENERAL NOTES FOR ADDITIONAL WALL FRAMING INFORMATION. CONTRACTOR SHALL VERIFY FILLED CELL AT EACH LOCATION SIDE OF OPENING WITH ACTUAL OPENING OF DOOR AND WINDOW. OS COORDINATE SLA5 RECESSES, SLOPES AND ELEVATIONS W/ ARCHITECTURAL DRAWINGS 09 ALL THE CMU WALLS ARE SHEAR WALLS. Flo] ALL ANCHOR 5OLT5 FOR POST ANCHORS TO 5E THREADED ROD WITH NUT ON EMBEDDED'END AND HAVE MIN.'Y EMBEDMENT U.N.O. `I/55.05 21-811 14/5501 16'-0" 21-811 '1-8" 6'- 11 9'-8'1 21-811 14/5501 16'-0" 2'-8" FOUNDATION PLAN 21'-411 25' 4" 21'-4° SCALE: 1/4' = 1'-0' VEERING SERVICES, INC. 1CTURAL DESIGN GROUP ay.cora, ne auiuo� oeer� a:we ao awecwlcnnam IGnR �L DE81CA1 GOOE iNE 816Nt16 <1ID eE.4LFY.. GF iV8 ILdN BY N' TE OULLDRYde eIWIGTIIK GG'TaSMe HfEG1ED er wmo, uw wm gnavm'uaoe East Colonial Drive, Suite 202 7 - 407-677-5565 Fax 407-730-2999 A R C H IT E C T 1, I rI i n �D�Inc. .1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482-0957 OFFICE 954 708-2468 FAX ell no vI . O h w 0 a F 0 i i' e' 0 1i el x � a1 I U el Ir � ai Q � 3� RIV RBEND LOT ; #21 170 MPH EXPOSURE C PROJEiCT# 03303. 021 MODEL: THE WENTWORTH 6812 ELEV. D TARACdE SWING': RIGHT PAGE: --- i FOUNDATION PLAN ENGINEER. STATF OF FLORI13,6', LE CON KDN X , P. IN 5 61 D TET 10/06/15 GALE: AS NOTED :SHEET NO: S2. 01 D Or18Ado, 55-2 EL. 12'-111 T.O$ ARCHP71I5}.CT3 I NOTE: TRU S MFG. TO COORDINATE WITH MECH. ENGR. FOR ALL DUCT PENETRATIONS THROUGH WOOD TRUSSES 55-3 19I_111 TnR 55-3 ri Ini fa t BEAM SCHEDULE MARK DESCRIPTION f c (psi) SIZE W"xH" REINFORCEMENT STIRRUPS REMARK BTM. TOP MID SIZE I SPACING BB-1 MASONRY 3000 8x8 N/A (1) #5 N/A N/A N/A SEE NOTE 2 BB-2 MASONRY 3000 8x16 (1) #5 (1) #5 N/A N/A N/A SEE NOTE 2 6-1/2" MASONRY 3000 6.5x8 N/A (1) #5 N/A N/A N/A SEE 9/S5.05 24" MASONRY 3000 8x24 (1) #5 (1) #5 (1) #5 N/A N/A SEE 1O/S5.05 CB-5 CONCRETE 3000 16x18 (4) #8 (3) #7 N/A #3 NOTE 1. INDICATES OPENING BELOW T.O.B.=TOP OF BEAM T.O.L.=TOP OF LINTEL NOTE 2. BB-1, BB-2 ARE AROUND THE BLOCK WALL FOR THE SUPPORT OF TRUSSES AND LEDGERS. SEE SECTION FOR ELEVATION. NOTE'3. PLACE RB-1, RB-2 ON THE TOP OF GABLE END BLOCK WALL. FIRST LIFT BEAM PLAN SCALE: 1 /4" = 1'-0" 99 D 99 p es j G®uInc. 11 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 a% DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. k 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482-0957 OFFICE 954 708-2468 FAX /P P h RIVERBEND LOT #21 170 MPH EXPOSURE 0 PROJECT# 03303.021 MODEL: THE WENTWORTH 6812 ELEV. D 1, "� -,.RAGE SWING: RIGHT PAGE: 1 FIRST 1 LIFT BEAM PLAN le ENGINEER STATE OF FLORIDA 4 [J 4� 1� P� Fitl 0 op i ASE ENGINEERING SERVICES, INC. STRUCTURAL DESIGN GROUP ro TfE OEeT of rrc iaou�or�, nE euittuia oee� PLar+s aHo xecs�cana+e -aA�E 9WTN wu.DNG eTlalCnRAL GCB�GN C/AE. tN@ 9A'NWa dlID eE4LM'a CT tNE PLPNB ^� eKGfiCATIGt� N?E OILY FOR TIE etllllD BTRY"FLL C O!@RB NKOIEO er wrto, uvE av aRnVIHTr worse. 10244 East Colonial Drive, Suite 202 ®Hondo, Florida 32817 - 407-677-5565 Fax 407-730-2999 Certificate of Authorization No. 25873 P Ih�.g 10/06/45 D TE: CaLE: AS NOTED ;HEET NO: S2uD2D 58-1 A F, f� as 1 TT b C T S 11 BEAM SCHEDULE MARK DESCRIPTION f'c (psi) WNW SIZE REINFORCEMENT STIRRUPS REMARK BTM. TOP MID SIZE SPACING BB-1 MASONRY 3000 8x8 N/A (1) #5 N/A N/A N/A SEE NOTE 2 BB-2 MASONRY 3000 8x16 (1) #5 (1) #5 N/A N/A N/A SEE NOTE 2 6-1/2e MASONRY 3000 6.5x8 N/A (1) #5 N/A N/A N/A SEE 9/S5.05 24n MASONRY 3000 8x24 (1) #5 (1) #5 (1) #5 N/A N/A SEE IO/S5.05 CB-5 CONCRETE 3000 1608 (4) #8 (3) #7 N/A #3 6" O.C. NOTE 1. N0011119111M INDICATES OPENING BELOW T.O.B.=TOP OF BEAM T.O.L.=TOP OF LINTEL NOTE 2. BB-1, BB-2 ARE AROUND THE BLOCK WALL FOR THE SUPPORT OF TRUSSES AND LEDGERS. SEE SECTION FOR ELEVATION. NOTE 3. PLACE RB-1, RB-2 ON THE TOP OF GABLE END BLOCK WALL [D LIFT BEAM PLAN "D" ASE ENGINEERING SERVICES, INC. PfID ePEGIFi TIGNe,4E Q y F T deL NdV6 eIRICNRPl CQfr z BY wm' LlY mp CR4NTY LOADe. 10244 East Colonial Drive, Suite 202 Orlando, Florida 32817 — 407-677-5565 Fax 407-730-2999 Certificate of Authorization No. 25873 " psi n Grou p nc. 1 N. RONALD REAGAN Bt LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 A.B. DESIGN GROUP DRAFTING INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL33442 (954)482-0957 OFFICE (954)708-2468 FAX F� V t U Q a N N callo O] RIVERBEND LOT #21 170 MPH EXPOSURE C PRO.7ECT #', 03303.021 MODEL: THE WENTWORTH 6812 ELEV. D GARAGE SWING: RIGHT :T. Et SECOND LIFT BEAM PLAN h s=:1E OI- t��Ilii) - - 24 DAT]t: �0 6415 S C ALE: AS NOTED f SUEET NO: , 0 2 D A R C H I T E C T S 51MP50N HU26-2 W/ (12) 1/4" x 2-3/4" TITEN EA. END OF F.G.T. ALL TRU55 TO TRU55 CONNECTIONS PER TRUSS MFG.(TYP.) F.G.T. TO CMU WALL W/ SIMP67ON MBHU356 FG.T. TO STEEL COLUMN PER 3/55.06 (TYP.) F.T. TO WOOD WALL W! SIMPSON HU548 (TYP.) F.G.T. TO CMU WALL W! 5IMP50N LGUM410-51D5 W/ ONE CONGEALED FLANGE F.G.T. TO GMU WALL W/ SIMPSON MBHU550 U:9501bs `4 G:1080 Ibs N to F.G.T. TO CMU WALL W/ SIMPSON MBHU550 I" N ,n FILLED CELLS W! 01 g 8" O.C. MAX. n 2/55.02 9/55D2 FGT 6" MIN. C.I.P. GONG. SLAB W! 45 AT 1011 O.C. EA. WAY a X 1 1 1 1 - BOTT OF SLAB + + I I `r 9/S5 05 10/S5 05 I � O 1 1 1 1 11 I I I I --------------- ------ ---I-- ---- -{-� ------------------------ -- -- 1'-41I II I I I I I I I II CONCRETE SLAB III I I II I I 111 1 1 I II I 11 1 1 11 ut TrG_T_'TTA H W/ I I I p Q F.G.T. ATTACHED WOOD PO— TO WOOD POST W/ 5P H 20 ( YFb.) ' ' ' USP HTW20 (TY .) -� �t------- LV 1 1 1 1 11 I I I , L" 7EP _TT 1 1 1 1 1 F.T T WOO 1(0 III EEP IF.T. 24 I O.G.W>+pL�W!U I'�I I I RT3' (TY. I I I 1 I I I I I I I I I IIII 1 1 1 1 1 1 1, L UN. I (412A2I HD. II IIIIIIIII —1 1 A Ii 1 1 F .T. A TAGH D 1 i1-771 TO OD POW/ USITHTW2I0ST (fiY�'.) PER2/65.05 EA. SIDE 47— T-11—T—FIFF IIIIIII II F .T. T WOO I I I 1 1 I I I I I POST�W/ USA 1HTW20 (TYP. ' 1 I 4— '--' E 1 FCzT. --I- -I -- LI- - I WAIT 4"U-N. � ---I------I------I---'I— F.T. OWO q I I 1 I I I 1 I I I I I 1 1 I I I I 1 I 1 I I I I I4� ` F.T. I� CM WA I W/ I I I I I I III LL I 8/55D5 I F.T. tF0 U WA W/ I 1 1 1 I I I I I I I I I SIMP bN H 48 W/ 14) , SIM. SIM SON U48 ! (14) 4/S 05 1/ '� x 2- /4" TI�iEN ( I ( -- — I ( I I/4" x 2-3.4" TIT N 1 1 !1 I 1 4/5 .Q 7 -4--+- I— 1 ' —I' 1 --' — �-- 1 --- -- I 1--L--I— I so SECOND FLOOR AND LOW ROOF FRAMING PLAN "D" NOTE: TRUSS CONNECTION DETAILS ARE TYf=. EA. END OF TRU55, U.N.O. ALL TRU55 TO TRU55 CONNECTIONS PER TRUSS MFG. (TYP.) 2x6 SEE 3/55.02 (TYP) F.G.T. TO STEEL I I COLUMN PER 3/55.06 (TYP.) � I I F.T. TO WOOD WALL W! SIMPSON HU548 (TYP.) i FjG.T. TO CMU WALL W/ 51MP50N -- MBHU550 mm wffii s ii PLAN NOTES: ❑1 SEE GENERAL NOTES ON SHEET 51.01 ❑2 DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IN WRITING IF ANY DISCREPANCIES ARE FOUND. 03 SEE ARCH'L. DRAWINGS FOR LOCATIONS/LIMITS AND CONSTRUCTION INFORMATION OF INTERIOR NON -BEARING'% PARTITION WALLS NOT SHOWN ON PLAN. SEE GENERAL NOTES (SHEET 51.01) FOR ADDITIONAL WALL FRAMING INFORMATION. ® PROVIDE WOOD HEADER OVER ALL OPENINGS IN WOOD WALLS (COORq. EXACT SIZE, LOCATION AND ELEVATIONS WITH ARCH'L. DRAWINGS) IF NO HEADER TYPE HAS BEEN CALL -OUT ON PLAN, PROVIDE WOOD HEADER BASED ON HEADER SCHEDULE %40WN ON S1.01 SHEET. PRE-ENGINEVRED 20 DEEP WOOD TRUSSES AT 2411 D.C. (MAX) UN.O- © COORDINATE LOCATION OF FLOOR TRUSSES W/ MECH. DW35 FOR LOCATION OF EXHAUST FAN, AIR HANDLING, AND DUCTS. Q F.G.T. INDICATES FLOOR GIRDER TRUSS. ® THE REQUIRED NUMBER OF FASTENERS FOR CONNECTORS SUCH AS NAILS TO WOOD MEMBERS, SEE USP OR SIMPSON CATALOG AS APPLICABLE. 09 SEE THE GENERAL NOTES FOR FLOOR SHEATHING INFORMATION, AND FOR WOOD TRU55 TYPES. 10 INDICATES MASONRY BEARING WALLS REINFORCED WITH (1)-15 VERTICAL AT 4'-0" O.C. MAX GROUT FILLED CELLS 50LID AT ALL CORNERS, ADJACENT MASONRY OPENINGS WHICH 15 SHOWN ON PLAN. INDICATES 05 IN GROUT FILLED CELL BELOW WINDOW SILL. INDICATES 01 VERTICAL IN GROUT FILLED CELL. INDICATES (2)05 OR (2)06 (SEE PLAN) VERTICAL IN GROUT FILLED CELL. Pil PROVIDE MASONRY LINTEL OVER ALL OPENINGS IN MA50NRY WALL (COORD. EXACT SIZE, LOCATION AND ELEVATIONS WITH ARCH'L. DRAWINGS) SEE LIFT BEAM PLAN FOR LINTEL TYPE SIZES AND REINFORCING, PROVIDE TEMPORARY SHORING DURING CONSTRUCT ftAftjfiWR THAN 6 ISIX) THERE3PONSI6lU11'OFTNE 12 D.B. INDICATES 000RUMMAMG. TRUSS_ ASEENGINEERINGSERVICES, INC. /Desn D Inc. •1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482-0957 OFFICE 954 708-2468 FAX r 1 11111111111 RIVERBEND LOT #21 170 MPH EXPOSURE C PROJECT# 03303.021 MODEL: THE WENTWORTH 6812 ELEV. D GARAGE SWING: RIGHT PAGE: SECOND FLOOR FRAMING PLAN ENGIIN STATE OF FLORIDA .E. PRIET 09/22/1 DA E: SdAhE: AS NOTED ' YfHEET NO: S3.01D SCALE: 1/4" = 1'-0' ST wm' LrvE Alp aRAVRY L0A 4 10244 Fast Colonial Drive, Suite 202 Orlando, Florida 32817 — 407-677-5565 Fox 4 Certificate of Authorization No. 25873 A R C H I T E C T S TRl CONNi TRU„ BRA 7!. 1 11\NVV IV VI IN W1"1LL I I W! USP HLPTA15 I j I I I I I I I I I I I I I I L--------------------------- J SCALE: 1/4' = 1'-0' I I I I I I I I I I i I I I I I I I I i L--------------------------- J PLAN NOTES: ❑I SEE GENERAL NOTES ON SHEET 51.01. 0 DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IN WRITING IF ANY DISCREPANCIES ARE FOUND. �3 SEE ARCH'L. DRAWINGS FOR LOCATION&LIMITS AND CONSTRUCTION INFORMATION OF INTERIOR NON -BEARING PARTITION WALLS NOT SHOWN ON PLAN. SEE GENERAL NOTES (SHEET 51.01) FOR ADDITIONAL WALL FRAMING INFORMATION. ® PROVIDE WOOD HEADER OVER ALL OPENINGS IN WOOD WALLS (COORD. EXACT SIZE, LOCATION AND ELEVATIONS WITH ARCH'L. DRAWINGS) IF NO HEADER TYPE HAS BEEN CALL -OUT ON PLAN, PROVIDE WOOD HEADER BASED ON HEADER SCHEDULE SHOWN ON 51.01 SHEET. 05 PRE-ENGINEERED WOOD TRUSSES d MISCELLANEOUS WOOD FRAMING SPACED AT 24"O.C. (MAX). © O.B. INDICATES OVER -BUILT PRE-ENG, TRUSS. E G.T. INDICATES GIRDER TRUSS, ® THE REQUIRED NUMBER OF FASTENERS FOR CONNECTORS SUCH AS NAILS TO WOOD MEMBERS, SEE USP OR SIMPSON CATALOG AS APPLICABLE. ❑9 SEE THE GENERAL NOTES FOR ROOF SHEATHING INFORMATION, AND FOR WOOD TRUSS TYPES. 10 PROVIDE DOUBLE WOOD STUDS UNDER WOOD HEADERS, WOOD BEAMS, AND G.T.'S TO THE FTG. UN.O. II PROVIDE MASONRY LINTEL OVER ALL OPENINGS IN MASONRY WALL (COORD. EXACT SIZE, LOCATION AND ELEVATIONS WITH ARCH'L. DRAWINGS) SEE LIFT BEAM PLAN FOR LINTEL TYPE SIZES AND REINFORCING, PROVIDE TEMPORARY SHORING DURING CONSTRUCTION IF LINTEL SF'AN IS GREATER THAN 6 (SIX) FEET. 12 SEE ARCH DRAWINGS FOR TRAY CEILING LOCATION AND DIMENSIONS 13 ROOF TRUSS DEAD LOAD = 25 PSF 14 TRUSS MFG. TO ADD ADDITIONAL 16 PSF UPLIFT LOAD WHEN DESIGNING TRUSSES COVERING THE LANAI AND COVERED ENTRY AREAS. 15 CONCRETE BEAM SEE SCHEDULE ON SHEET 53-01. ASE ENGINEERING SERVICES, INC. Design Group-inc. 1 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com A.B. DESIGN GROUP DRAFTING INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482-0957 OFFICE z. r v w 4 q RIVERBEND LOT #21 170 MPH EXPOSURE C PROJECT# 03303.021 MODEL: THE WENTWORTH 6812 ELEV. D GARAGE SWING: RIGHT PAGE: ROOF FRAMING PLAN ENGINEER: STATE OF FLORIDA t'�r''l' Ctr/22/15 D�iTE: SCALE: AS NOTED ' 10244 Last Colonial Drive, Suite 202 Orlando, Florida 32817 — 407-677-5565 Fax 407-730-2999 Certificate of Authorization No. 25873 ��D SHEET NO: S4a01D GROUT CELLS SOLID AT ALL VERT. WALL REINFORCING, SEE MASONRY WALL (BEYOND) PLAN FOR SIZE AND SPACING, SEE PLAN (TYP) (TYP.) FOOTING DOWELS TO MATCH VERTICAL REINFORCING. PROVIDE 0 1-1/2" RECESS FOR SGD 48 BAR DIA. LAP SPLICE. CONC. OR PAYER Q ADDIL 6x6-WI.4xWI.4 W.WF. BY OTHER tY 3'-0" (PLACED 1" FROM TOP OF SLAB)z w _ A LU tu �, 3'-011 u w SLOPES DN it `t ~ �� �q 6 MIL. VAPOR BARRIER B SEE ARCH. DRAWINGS -r SEE PLAN FOR SLAB GRADE, THICKNESS AND REINFORCING (TYP.) E FTG SCHEDULE: u 6 MIL. VAPOR BARRIER OR SIZE AND REI . "' 311 CLR SEE ARCH. DRAWINGS THICKENED SLAB/FOOTING FTG SCHEDU SIZE AND RE THICKENED SLAB/FOOTING SCALE N.T.S. 2x g 16" O.C. 1/2" DIA. WEDGE BOLT -9 16" O.C. (SEE PLAN) W/ MIN, 7 EMBEDMENT IN CONC. LISP 6PTH4 OR USP 5PTH6 SEE PLAN FOR SLAB GRADE a 16" O.C. THICKNESS AND REINFORCING VARIES (TYP.) @�— D TILI I, I II COMPACTED u SUBGRADE. (TYP.) m FTG SCHI SIZE AND THICKENED SLAB/FOOTING SCALE RTS. L INTEL PRECAST HEADER DOOR TRACK 2 X 0 CPT) PLATE EAC,14 SIDE: OF DOOR OPENING ATTACI-4ME:NT AS PER PRODUCT MANUR FTG. PER 514/5.01 11�ACK MOUNT DETAIL 9 9CALERTS SEE PLAN FOR SLAB ON GRADE THICKNESS AND REINFORCING. (TYP.) SEE PLAN TY /SLAB COMPACTED SUBGRADE. u SCALE RTS. FTG - GROUT CELLS SOLID AT ALL VERT. WALL REINFORCING, SEE PLAN FOR SIZE AND SPACING. (TYP.) - FOOTING DOWELS TO MATCH VERTICAL REINFORCING. PROVIDE 48 BAR DIA. LAP SPLICE. SEE PLAN FOR SLAB GRADE THICKNESS AND REINFORCING (TYR) � 11 I COMPACTED SAGRADE. (TYP.) FOR SIZE AND REIAF. THICKENED SLAB/FOOTING SCALE RTS. �/ GROUT CELLS SOLID AT ALL VERT. WALL REINFORCING, SEE PLAN FOR SIZE AND SPACING. (TYP.) FOOTING DOWELS TO MATCH VERTICAL REINFORCING. PROVIDE 48 BAR DIA. LAP SPLICE. �CONC. OR PAVER • BY OTHER co 311 CLR L SE FTG SCHEDULE ON S I FOR TG SIZE AND REINFO114CING MASONRY COL FTG 10 scaLE RTS WOOD POST (SEE PLAN) F POST ANCHOR (SEE PLAN) (2) 03 REBAR E.W. PAYER BY OTHER 7 U `^ 3" CLR SE FTG SCHEDULE ON S 1 FOR TG SIZE AND REINFO CING 15 DEPRESSED SLAB DETAIL 16 COLUMN FOOTING SCALE RTS. GROUT CELLS SOLID AT ALL VERT. WALL REINFORCING, SEE GROUT CELLS SOLID AT ALL PLAN FOR SIZE AND SPACING. VERT. WALL REINFORCING, SEE (TYP.) PLAN FOR SIZE AND SPACING. FOOTING DOWELS TO MATCH (TYP.) VERTICAL REINFORCING. PROVIDE 48 BAR DIA. LAP SPLICE, FOOTING DOWELS TO MATCH REINFORCING. PROVIDE (1) 05 IN TOP OF App'L 6x6-WI.4xWl.4 W.W.F.VERTICAL Loa(PLACED P FROM TOP OF SLAB) 48 BAR DIA. LAP SPLICE. CONC. CURB SEE PLAN FOR SLAB GRADE > 3'-01I THICKNESS AND REINFORCING w = (TYP.) 0 La SLOPES DN -III- • SEE PLAN FOR SLAB GRADE, THICKNESS AND REINFORCING -' u COMPACTED u (TYP.) n, SUBGRADE. (TYP.) 6 MIL. VAPOR BARRIER E FTG SCHEDUL MI 3 CLR SEE ARCH, DRAWINGS OR SIZE AND REI E FTG SCHEDULE, OR SIZE AND REI THICKENED SLAB/FOOTING SCALE RTS. 2x s 16" O.C. 1/2" DIA. ANCHOR BOLT W/ (SEE PLAN) OVERSIZED WASHER a 1611 O.C. WI MIN. 7 EMBEDMENT IN CONC. LISP 6PTH4 OR U5P 6PTH6 g 1611 O.C. SE E PLAN FOR SLAB GRADE THICKNESS AND REINFORCING (TYP.) -III -I • -�_ 1 1 U II COMPACTED m E FTG SCHEDUL SUBGRADE. (TYP.) OR SIZE AND REIN . THICKENED SLAB FOOTING CORNERS ,L N � U 311 m — SCALE RTS. OUTSIDE COMER BARS TO MATCH SIZE AND NUMBER WITH THAT OF HORIZONTAL REINFORCING BARS. (TYP.) PROVIDE 2x4 KEYWAY (TYP.) TYPICAL HORIZONTAL - REINFORCING. 25" (MIN.) LAP INTERSECTIONS d z Ln HORIZ. REINF'S. AT BEAMS, WALLS AND FTG'S SCALE: RTS. MASONRY WALL (BEYOND) SEE PLAN (TYP.) 3-I/2"AT' RECESS 8 3'-011 IIIIII 111=111I I I �— 6 MIL. VAPOR BARRIER SEE ARCH. DRAWINGS E FTG SCHEDUL OR SIZE AND RE11 . 14 THICKENED SLAB/FOOTING RTS. THICKENED SLAB/FOOTING SCALE RTS v E FTG SCHEDUL' -WOOD POST SEE PLAN —USP CONN SEE PLAN SEE PLAN FOR SLAB GRADE THICKNESS AND REINFORCING (TYP.) li J1 _ 1 COMPACTED FOR SIZE AND REIAF, SUBGRADE. (TYP.) 8 THICKENED SLAB/FOOTING SCALE RTS. GROUT CELLS SOLID AT ALL VERT. WALL REINFORCING, SEE PLAN FOR SIZE AND SPACING. (TYP.) FOOTING DOWELS TO MATCH VERTICAL REINFORCING. PROVIDE 48 BAR DIA. LAP SPLICE. ADD'L WIDE 6x6-W1.4xW1.4 W.W.F. (U 45 IN TOP OF Lu (PLACED I" FROM TOP OF SLAB) CONC. CURB d SEE a LAN - v U LU -' SEE PLAN FOR SLAB GRADE, u' THICKNESS AND REINFORCING (TYP.) u 6 MIL. VAPOR BARRIER „ SEE ARCH. DRAWINGS 3 G SEE FTG SCHEDULE FOR SIZE AND REINF. 12 THICKENED SLAB/FOOLING SCALE N.TS. GROUT CELLS SOLID AT ALL VERT. WALL REINFORCING, SEE PLAN FOR SIZE AND SPACING, (TYP.) FOOTING DOWELS TO MATCH • 19 VERTICAL REINFORCING. PROVIDE 48 BAR DIA. LAP SPLICE. ADD'L 6x6-WIAxWI.4 W.W.F. (PLACED P FROM TOP OF SLAB) LU �o 3'-oil a SLOPES DN A. LU � s —III (III LU SEE PLAN FOR SLAB GRADE, THICKNESS AND REINFORCING v (TYPJ - 6 MIL. VAPOR BARRIER 01 311 CLR . SEE ARCH. DRAWINGS FTG SCHEDU SIZE AND RE 13 THICKENED SLAB/FOOTING SCALE RTS. ASE ENGINEERING SERVICES, INC. STRUCTURAL DESIGN GROUP TO Tiff BEET M' IQiOLLIECK£, Toff Willi Diiu m F'LAN9 A'iD BFECWICATILNB CO y 101N B uI m eTlEIDIaRAL DEBIG" CADS THE amA sl! Lm OF R m" NID BPECIFI TION8 P ONLY FOR THE BWLONG'e eTR1GNR�L oCPIPQI s M 0O BY am, LIVB P GRAVITY 1O 6. 10244 East Colonial Drive, Suite 202 Orlando, Florida 32817 — 407-677-5565 Fox 407-730-2999 Certificate of Authorization No. 25873 A R C H I T E C T S DesPinc.n Grou 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482-0957 OFFICE 954 708-2468 FAX Em 0 y 0 a q RIVERBEND LOT #21 170 MPFI EXPOSURE C PROJECT# 03303.021 MODEL: THE WENTWORTH 6812 ELEV. D GARAGE SWING: RIGHT PAGE: SECTIONS AND DETAILS ENGINEER: STATE OF FLORIDA r 1N" 09/221/15 D TE: SCALE: AS NOTED ' SHEET NO: S5.0 , f H I T E A 7 5 PRE-ENGINEERED WOOD ROOF TRUSSES AT 2411O.C. (MAX.) TYP. ' Q '- SEE ROOF PLAN FOR CONNECTOR INF O� n� O � RCH. a a _ _ _ - •T ^ s- :. '?° -r - -r,- ... - - =�-- a - -a T/BOND BE - AM -- � o w l a a II .'11.. Ir:. �: II• fl lr 11 11 d: a -- --°�— ----OL GOORD. WlARGH. ay •. j : i : 4' (;` 5/1'U" LINTEL I`' I I•, G, CMU LINTEL SEE LIFT BEAM PLAN I : �:: i :• } .p M N j AD IONAL a E 51DE OPE G r EE PLAN (TYP. "5 GROUT SOLI � ° a .. ... . a . 117 ju A. V o_ � e• 9 1' 4. A . I. " 9. II°• . -1 .1 I,• 1: •,d. . It ° a 6. • ,a a 6, M. md—iiiiiim 1 M d Y I LU 'fie" ..:� 70 (Y ( -� al }T. 4-7 1 GOORD. W/ARCH. B!"U" LINTEL ---- `�1 AD ZONAL I { ,1 E SIDE G EE PLAN (TYP. .. ; v. I 5 GROUT SOLI V. `�r-. .1} ' } .}I ' .:,r1 11 ° ( •; GIs .1r. Ire a� I �k: li,. •;�r I Zia. ��': �#: } }j •,�k.. ---- ------J--J---------1--------- -- _J --J —J —J --t —J T IC L j� q rg � `A f° :. 31/411 1 I f E SCALE: N.T.S. L- POURED SILL SCALE: KTS. U5P LPTA W/ NOT LESS - THAN (8)10d A 1/2" GAVL. COMMON NAILS WRAP HEEL -- 55 W/ 300 ROOFING FELT BB-2 DOUBLE KNOCK OUT BLOCKS W1(1) * 5 EA COURSE GROUT SOLID COLUMN E 3/41 10d NAILS 4" O/C —2x4 BLKG W/ I/4"x3-1/2" TAPCON AT 8" O.C. (TWO PER PIECE) i--FLOOR/GIRDER TRUSS SECTION 2 SCALE: NTS 10d NAILS 4" O/C P.T. 2x4 BLOCKING X 3-I/2" TAPCON 6 8" O.C. FLOOR TRUSS F.T. TO CMU WALL W/ SIMP5ON HU48 W/ (14) 55-2 DOUBLE KNOCK I/4" x 2-3/4" TITEN OUT BLOCKS W/ (1) M 5 EA COURSE GROUT SOLID SE : ION 11/21, 50,I1/211 PLATE: ----\ 1/4 TYP" 7 j N 4"(DEEP)xlb"xib" POCKET (CONCRETE FILLED AFTER COL. HAS BEEN INSTALLED u.t w Q o � , z O M (1) P.T. 2x4 CONT. W/ 1/4"x3-1/2" TAPCON 9 8" O.G. 2x6 STRONGBACK SECURED TO EACH TRUSS W1(3)16d COMMON NAILS PROVIDE (2) TRUSS LAP SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS I V2x(z P.T.TERMINATION BLOCKING CURED TO WALL W/ (6) 3/16". x 4" TAPCON5 3 SECTION SCALE: KTS. 5b - SIMPSON M0HU3.56 (H=14 TO IS) G it 6045 LBS, U 3345 L55 W/ W/ (2) J" 0 SIMPSON TITEN BOLT, 5" MIN. EMBED AND (12) J"x2j SDS SCREWS 0 0 SIMPSON M5HU3.56 W/ 1/4" SHIM EA. SIDE FOR 2-PLY FLOOR TRUSS ENE) WALL OR EDGE OF WALL CONDITION. SIMPSON MBHU5.5 W/ 1/21, SHIM EA, SIDE FOR 3-PLY FLOOR TRU55 END WALL OR EDGE OF WALL CONDITION. DETAIL BCALF N.TR USP LPTA W/ NOT LESS THAN (8) 10d A 1/2" GAVL. COMMON NAILS P.T. 2x4 CONT. W/ WRAP HEEL OF TRUSS 1/4"x3-1/2" TAPCON W/ 30# ROOFING FELT 6 8" OL. FLOOR TRUSS �I, 61I (4)-3/4"DIAxI'-0"+4"HOOK A36 ANCHOR BOLTS. (TYR) ALTERNATE WEDGE BOLT W/ b" MIN. EMBEDMENT TS. COL, ACCEPTABLE 16" POG T TS. COLUMN, SEE 811 811 PLAN FOR SIZE AND LOCATIONS. (TY:.) PROVIDE BIT. COATING ON ALL STEEL SURtACES EXPOSED BELOW TOP OF CONCRETE SLAB. (TYR) I i ADD'L 8'x8' WIDE 4444.&W4.0 W.W.F. I 1 (PLACED 1" FROM TOP OF SLAB) III 3" GLR.- _ H L4" II I.11 v COMPACTED = SUBGRADE. (TYR) .B-(SEE PLAN) - FOR SIZE AND RE TS COL. AT THICKNEO SLAB FTG. 774 SCALE: KTS 55-3 DOUBLE KNOCK OUT BLOCKS W/ (2) 0 5 EA COURSE GROUT SOLID SECTION e SCALE: KTS. �— P.T. 2x4 CONT. FASTEN TO WALL WITH 3/16"x3 TAPCON is 1211 O.C. 55-2 DOUBLE KNOCK OUT BLOCKS W/ (U " 5 EA COURSE GROUT SECTION SOLID SCALE KTS, P.T. 2x4 CONT. W/ 10d NAILS 4" O/C 1/41lx3-1/2" TAPCON P.T. 2x4 BLOCKING is all O.C. W/ 1/4" x 3-1/2" 1r-/FLOORTAPCON e 811 O.G. TRUSS ° P.T. 2x4 CONT. FASTEN TO WALL WITH 3/1(6"x3" TAPCON m 12" O.G. 55-2 DOUBLE KNOCK OUT BLOCKS W/ (1) * 5 EA COURSE GROUT SOLID 8 ECG SCALE KTS F.T. TO CMU WALL W/ SIMPSON HU48 W/ (14) 1/411 x 2-3/4" TITEN - ASE ENGINEERING SERVICES, INC. STRUCTURAL DESIGN GROUP TO 11E ee rr CF m iI af1.EL(£• TIE aufL tl D m PLANa aND d£CFIGTIONS C T WnW =a1LDMa eTRGTWPL DE M CODE. TIE 9KliIIJO at® eE Q.M OF THE ft" NO efSLFICATIONe AIE ONLY 1IM TIE w1LDMm'9 eTRICTIRPL Cq'FO s �D BY WMD: LIVE M®f VTIT LOADe. 10244 East Colonial Drive, Suite 202 Orlando, Florida 32817 — 407-677-5565 Fax 407-730-2999 Certificate of Authorization No. 25873 _ �F Design �Irou Inc. 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 J DRAFTING BY: =e-B. DESIGN GROUP DRAFTING INC. 4 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 f, (954)482-0957 OFFICE ' '*;, , � 954 708,2488 FAX o, f' f� 9 .J w Q v3 <l U I �x FT �l d c til I � i 1 f IVERBEND LOT # 21 1 170 MPH EXPOSURE C PR JECT# 3303.021 MODEL: THE WENTWORTH 6812 ELEV. D GARAGE SWING: RIGHT I' PAIGE: l j FCTI Oil S 4 AND DETAILS v ENGINEER: STATE OF FLORIDA DATE: 09/22 �15 , GALE: AS NOTED a HEET NO: S5. 02 A R C H I T E C T S PRE-ENGINEERED WOOD ROOF TRUSSES AT 2411O.C. (MAX.) TYP. -� E a ° 77 ° 14 ° • i° ° d °I I p l_':'I '•1 J .�.. �d - a._ � 'Q a ,a° ° �. °°' •°1 ' e..' d' 11• .'a I •1 4 ° .a °.J.. • l I I fl .'I1 l.I } 'I\LIIT TEL SEE 1•< I AM PLAN 6} JA La1.:1 1I --ADD ON EA ID E OPEN Cx 1 ..-.1 S E PLAN (TYPJ 05 GROUT SOLI l: `I 11.'1 t pl fir; •I: 1r 1 Z IL �1 1 Ili .`i 17 I��I ri a I 1 1 11 I:�i �• :� q9 I�a '1 #ra I t 1--- ----- ---- — 1'l1 --- 1 -1 —--- —1�)-- IT .'I it I _J WALL FOOTING: WF-(SEE PLAN) SEE PLAN AND SECTIONS FOR SIZE AND REINFORCING. (TYP.) SEE ROOF PLAN FOR CONNECTOR INFO SEE PLAN \-FT/BOND HM_ Id'I 1 ° I' I I�La :L OLCOORD. W/ARCH'L. iI B/"U" LINTEL :41 I 11 1 :J I r=l Ialia 1;11:a 1 alll 111 I:.11.l I �r1:1 r SEE PLAN l ` r 14 a' i n T/SLAB 171. led SEE PLAN T/FTG. I I I I I L_ _J "1 SEE PLANS AND PLAN NOTES FOR LOCATION OF GROUTED CELLS STOP GROUT MIN 1 1/2" BELOW TOP OF UNIT IF POUR IS STOPPED FOR MORE THAN ONE HOUR MAX HEIGHT OF POUR = 10'-811 . GROUT TO CONFORM TO ASTM C416. MAXIMUM AGGREGATE SIZE = 3/8. SLUMP = 8" TO 11". PROVIDE CLEAN OUT HOLE MINIMUM SIZE 3"x 3". ALL OVERHANGING MORTAR AND DEBRIS TO BE REMOVED FROM INSIDE THE CELL WALLS. SEAL PRIOR TO GROUTING, BUT AFTER INSPECTION. NOTE: DO NOT GROUT UNTIL MORTAR HAS SET SUFFICIENTLY TO WITHSTAND THE PRESSURE OF THE GROUT. WAIT NOT LESS THAN 24 HOURS. TYPICAL HIGH LIFT Q GROUTING SEC11ON SCALE KTA TYPICAL CMU BEARING WALL ELEVATION SCALE IT.S. NOTES: I. DO NOT SPLICE TOP PLATES WITHIN V-0" OF ENDS OF WOOD STRUCTURAL PANEL SHEAR WALLS. 2. THIS DETAIL APPLIES AT ALL EXTERIOR WALLS AND INTERIOR SHEARWALLS. SPLICE LENGTH PER SCHEDULE SPLICE OVER DOUBLE 2X TOP PLATE NAILS BETWEEN SPLICE LOCATION PER SCHEDULE - STAGGERED. LENGTH OF WALL SPLICE LENGTH NAILS ALONG (BETWEEN COMERS) (MINIMUM) SPLICE LENGTH OVER 30, 4'-0" 18-I6d OVER 20' 2'-8" 10-I6d OVER 10' 11-4" 6-I6d LESS THAN 10' 1'-4" 4-I66 TYPICAL TOP PLATE SPLICE / SCALE ITS. ION MIAI 1 1 1 wi t 117 POURED CELL W/ (1) "5 BAR CONT. FROM BEAM TO BAR CONT. FROM BEAM TO FTC. W/ 12" HOOK MIN. FTG. W/ 12" HOOK MIN. TYP. STEP DOWN BLOCK BEAM REINF. 121I REFER TO ARCH. FOR ARCH PROFILE 4 ° 1 °4 1 1 °I a e (Ui5 'd ° CREATE APPROX. 4x4 HOLE IN FACE OF MASONRY TO ALLOW EXTERIOR CMU WALL GROUT TO FLOW THROUGH ARCH FRAMING SCALE KT.S, MINIMUM WALL AND HEADER STUD REQUIREMENTS UPLIFT CONNECTION REQUIREMENT AT POINTS IAI(TOP AND BOTTOM OF MAXIMUM HEADER SPAN(FEET) 3 g 12 15 18 HEADER STUDS. UPLIFT CONNECTION IS REQUIRED AT EACH END OF HEADER NUMBER OF HEADER STUDS AND AT BOTTOM OF HEADER STUDS IN SUPPORTING END OF HEADER 1 I 2 2 2 2 ADDITION TO CONNECTORS AT WALL STUDS UNSUPPORTED WALL HEIGHT STUD SPACING NUMBER OF FULL LENGTH STUDS AT EACH END OF HEADER 12" 2 2 3 3 3 3 10' OR LESS 16" 2 2 3 3 3 3 2411 1 2 2 2 2 2 12" 2 2 3 4 5 5 GREATER THAN 10' I6" 2 2 3 3 4 4 24" 1 2 2 2 3 3 *THE HEADER STUD SHALL NOT BE REQUIRED IF THE HEADER IS SUPPORTED BY A SUITABLE FRAMING ANCHOR HEADER STUD SCHEDULE 10 SCALE KTA LINTEL BLOC STEP DOWN FOR BB-2 CONNEC11ON SCALE KTR 2x4 BLOCKING BETWEEN TRUSSES 24" O/C. TOENAILED TO ADJACENT TRUSSES W/ (2) I6d COMMON NAILS AND SECURED TO BEAM W/ USP HGAMIO TO BRACE TOP OF WALL TOP CHORD OF WOOD TRUSS / BTM. CHORD OF WOOD TRUSS Ix4 BTM. CHORD BRACING, SEE PLAN FOR LOCATION. TOP OF WALL BRACING SCALE KTA 2x W/ (2) 12d NAILS g EA. END FOR SHEATHING ATTACHMENT (2) 2x MEMBERS NAILED W/ (2) 12d TOE NAILS TOP AND BOTTOM PRE-ENGINEERED TRUSSES � METAI(o �,— P.T. 2X's ON MASONRY ��� I -• Irmmm r NON —LOAD BEARING WOOD FRAMED ARCH OPENING BETWEEN MASONRY DETAIL 6 SCALE N.TS METAI& �%31t©iiLl ASE ENGINEERING SERVICES, INC. STRUCTURAL DESIGN GROUP TO T"E BEET 6 MT IQ1gILELCE, THE WILDIM DE PLANe AND a CIFlL Tln DOMM1Y WIT" B umm eTRlOtaRbl MBIGN DOGE. T eKiJING AND MA m 6 T"E RANG AND eFEOIFIDATIONe ANE ONLY P NIS E JILDMG'e etpIOTWAL D 5 ARBDIED BY WMD, LIvS Alm 4!@AVITY LOAD& 10244 East Colonial Drive, Suite 202 Orlando, Florida 32817 — 407-677-5565 Fax 407-730-2999 Certificate of Authorization No. 25873 e/ Design Grou inc. 1441 N. RONALD REAGAN BLVC LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com � AA #: 0003325 UKAF I INU bY; A.B. DESIGN GROUP DRAFTING INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482-0957 OFFICE 954 708-2468 FAX 0 L 4 q RIVERBEND LOT #21 170 MPH EXPOSURE C PROJECT# 03303.021 MODEL: THE WENTWORTH 6812 ELEV. D GARAGE SWING-: RIGHT PAGE: SECTIONS AND DETAILS ENGINEER: STATE OF FLORIDA I 41E. MAP DAFT 09/22/�5 SALE: AS NOTED ' HEET NO: S54 03 la ALLOWABLE UPLIFT = 2125 LBS (I STRAP) Ib ALLOWABLE UPLIFT = 3500 LBS (2 STRAPS) 2a ALLOWABLE UPLIFT = 6110 LBS (2 BOLTS IN TOP HOLES) 2b ALLOWABLE UPLIFT = 12340 (4 BOLTS) 3a ALLOWABLE UPLIFT = 1380 LBS (1 STRAP) 3b ALLOWABLE UPLIFT = 2160 LBS (2 STRAPS) A R C H I T E C T S 0 I or 2 USP HLPTAI5 TRUSS ANCHOR WITH (15) 10d x 12" NAILS TO TRUSS. PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. ARCH 19/32" CDX PLYWOOD SHEATHING WITH 8d I or 2 USP HLPTAI5 TRUSS RING SHANK NAILS a 6" O/C. FIELD, EDGES AND ANCHOR WITH (18) 10d x 12" 4" O/C DIAPHRAGM BOUNDARIES (FASCIA) NAILS TO TRUSS. PROVIDE ENGINEERED WOOD TRUSSES 5" MINIMUM CONCRETE 51 a 2411 O/C, SUBMIT SHOP EMBEDMENT. DRAWINGS FOR REVIEW AND APPROVAL MASONRY BOND BEAM SEE SCHEDULE 1a D1by�ZlCAL TRUSS CONNECTORS)TS NAIL SHEATHING 4" O.C. WALL MEMBERS AND BLOCKING W/ 10d NAIL USP HLPTA15 2x4 AT 24" O.C. RAKED CONC. BEAM SEE PLAN Sun 19/32" CDX PLYWOOD SHEATHING WITH 8d I or 2 USP RTI&A TRUSS ANCHOR RING SHANK NAILS a 6" O/C. FIELD, EDGES AND WITH 10d x 1 ' HOG NAILS TO TRUSS 4" O/C DIAPHRAGM BOUNDARIES (FASCIA) AND 10d x 3" HDG NAILS TO TOP PLATE. ENGINEERED WOOD TRUSSES FIRST ONE APPLIED TO INSIDE FACE OF WALL. s 24" O/C, SUBMIT SHOP IN ADDITION, ADD (4) 16d TOE -NAILS, DRAWINGS FOR REVIEW 2 EACH SIDE OF TRUSS. AND APPROVAL USP U5C43 STEEL CONNECTOR (USP RFUS TO BOTTOM CHORD FOR TRUSSES W/ HEEL) WITH 4" 0 HILITI KWIK III BOLTS ER W/ 5" CONCRETE EMBEDMENT MIN. AND (8)16d COMMON NAILS MASONRY BOND BEAM WALL SHEATHING — SEE SCHEDULE PER 61.01 IF 4 BOLTS ARE USED 2x4, 2x(o or 2x8 — ENSURE THAT CELLS ARE GROUTED STUDS Ill O/C SOLID, 8" EACH SIDE OF BOLTS TYPIC�LROOFGIRDER CONNECTORS) 2a 2b SCALE KTR 2x4 BLOCKING AT SEAMS USP RT3A ON EDGE OF F AT AT GABLE ENDS 2x4 AT 24" O.C. 10d NAILS UNO SECURE 15OCKING TO TRUSS W/ AT 4" O.C. (3) 16d TOE NAILS EA ENE) USP 6PT24 I6" O.C. P.T. 2x4 CONT. `— IX4 BTM CHORD BRACING FASTEN TO WALL WITH AS SHOWN ON PLAN SECURED W/ "x3" TAPCON e 1211 O.C. (2) 106 NAILS EA INTERSECTION OVERHANG a MASONRY GABLE SCALE NTA 6'-0" MAX SEE PLAN FOR LOCATION NAIL SHEATHING 4" O.C. WALL MEMBERS AND BLOCKING W/ 10d NAIL 2x4 BLOCKING AT SEAMS ON EDGE OF FLAT AT GABLE ENDS 10d NAILS UNO SECURE 51.00KfNG TO TRUSS W/ AT 4" O.C. (3)16d TOE NAILS EA END 2x4 CONT. FASTEN TO WALL WITH (2) 12d NAILS 16" O.C. 2x4 STUD AT 16" O.C. IX4 BTM CHORD BRACING AS SHOWN ON PLAN SECURED W/ (2) 10d NAILS EA INTERSECTION OVERHANG FRAMING GABLE SCALE KTS. Ix4 BTM. CHORD BRACING 12" O/C MAX., SECURED W/ / (2) 10d COMMON NAILS AT EACH CHORE) INTERSECTION, TYP. JN Q v p CL � CING, SEE PLAN`'� LOCATION LZZlx4DIAGONAL BTM. CHORDWOOD BTM. CHORD OF ROOF TRU TRUSS BRACING DETAIL SCALE: N.T.S. 1/2" STEEL BEND USES PLATE WKI(o)1/4"X4" TAPCONS — C a a 0 5/8" CDX PLYWOOD SHEATHING WITH 8d RING SHANK NAILS 10 6" O/C. FIELD, EDGES AND 4" O/C DIAPHRAGM BOUNDARIES (FASCIA) ENGINEERED WOOD TRUSSES 9 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL ARCH • ° RTI&A - FRONT VIEW 2x BLOCKING AT ALL PLYWOOD SEAMS Zw*fPCAL TRUSS�CONNECTORS) 3a 3b TA RAKED CONC. BEAM. SEE PLAN 4 SCHEDULE lei■ ■ ■ ■is ■ 1" / SCALE KTS. LINTEL TO BE MITER-7;j On CUT 45 • AT INTERSECTION CMU LINTEL 112" STEEL BEND PLATE W/ 41I SEE PLAN (16)1/4" X 4" TAPGONS I Q211 `--TS STEEL COL SEE PLAN CASE 1 CMU LINTEL SEE PLAN TS STEEL COL - SEE PLAN CASE 2 SCALE UT S SCALE N.TA 8 TYP. CMU LINTEL SUPPORTED BY TS SCALE KTS. NOTE: THE CMU LINTEL SHALL E3E SHORED AS SOON AS IT IS PLACED ON THE TOP OF STEEL COLUMN. PROVIDE BENt BAR 24"X24" AT EACH LINTEL COURSE CORNER, GROUT SOLID ,612" S" I LOT' I d v a.. 4 A d d REFER TO ARCHITECTURAL DWG" FOR ARCH PROFILE d C a, a f a a , ILI-67 l a 1 dQ f CREATE APPROX. 44 HOLE IN FACE OF MASONRY TO ALLOW - GROUT TO FLOW THROUGH 1 ARCH FRAMING l SCALE KTS. 22X4/P.T. SECURED TO MASONRY W/ 1/4"0 X 3" TAPCONS e 16" O.C. IX4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR LOCATION PRE-ENG'D WOOD TRUSS (TYP) 6 24" O.C. MAX USP HLPTA15 (TYP) CONC. POURED LINTEL COURSE IX4 SYP LATERAL RE-INFORCING 36" O.C. MAX a TRUSS BTM. CHORD, SECURE W/ (3) 10d NAILS 9 EA. TRUSS CHORD P.T. 2x4 CONT. W/ 1/4"x3-1/2" TAPCON 0 8" O.C. I �— P.T. 2x4 CONT. FASTEN TO WALL WITH 3/16"x3-1/2" TAPCON a 1211 O.C. 55-2 DOUBLE KNOCK OUT BLOCKS W/ (1) * 5 EA COURSE GROUT SOLID 9 SECTION SCALE: KTS. ASE ENGINEERING SERVICES, INC. 10244 East Colonial Drive, Suite 202 Orlando, Florida 32817 — 407-677-5565 Fax 407-730-2999 Certificate of Authorization No. 25873 Design e/Group Inc. 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482-0957 OFFICE 954 708-2468 FAX I RIVERBEND LOT #21 170 MPH EXPOSURE C PROJECT# 03303.021 MODEL: THE WENTWORTH 6812 ELEV. D GARAGE SWING: RIGHT PAGE: SECTIONS AND DETAILS ENGINEER STATE OF FLORIDA MASON/YE, P.E. r�xi�a i 09/22V15 DA E: s¢�ALE: AS NOTED ' MEET NO: S5.04 SIMP50N SPI At 16" O.C. R C N I T E C T S d 12'-4^ Ah XXX 10'-8" co F.T. 24- O.C. CONN BY TRUSSS MA MANUF GIRDERTRUSS SECTION CHIMNEY DETAIL 5 SCALE: KTS. COL. BEYONC 2" x 2" ALUMINUM POST PER RAILING MANUF- SET IN 2 PART EPDXY 3" x 3" SQUARE BLOCKOUT 5" DEEP CAST IN, CONCRETE BEAM. MAINTAIN 1 1/2" CLEARANCE FROM REINFORCING STEEL EMBED POSTS 4" (MIN.) 3/8" HOLE 2" FROM BOTTOM POST ALL 4 SIC C5-5 - SEE BEAM SCHEDI FOR BEAM INFORMAT SECTION 9 SCALE: KTR 2X12 STAIR SUPPORT AT AN ANGLE TO MATCH THE TOP RISER. NAIL 2X12 LEDGER TO TRUSS WITH (4) 16d NAILS P.T. 2x4 CONT. W/ 1/4" x 3-1/2" TAPCON 6 8" O.C. —TRUSS TO SUPPORT 600# POINT LOAD I FROM THE 2X12 BOTTOM CHORD EXTENSION SECTION SCALE: KTS" P.T. 2x4 CONT. FASTEN TO WALL WITH 3/lfo"x3" TAPCON ID 12" O.G. CMU LINTEL SEE PLAN SECTION 3 SCALE: KTS. 10d NAILS 4" O/C 2x4 BLKG FASTEN TO WALL P.T. 2x4 BLOCKING WITH 3"x3-4" TAPCON -a12" W/ 1/4" x 3-1/2" O.G. (2 MIN.) TAPCON 6 8" O.G. /—FLOOR TRUSS FLOOR TRU55 F.T. TO CMU WALL W/ SIMP50N HU48 W/ (14) 114" x 2-3/4" TITEN DBL. P.T. 2"x6" TOP PLATE 2x6 #2 HEM -FIR VERTICALS AS SHOWN AT RIGHT 77IC// 8d NAILS AT 6" O.C. ALL PLYWOOD, ALL MEMEBERS X 2x4 BLOCKS W/ (2) .131"x3" NAILS AT .Q EACH 2x6 VERTICAL 2x4 NAILER W/ (2) .131"x3" NAILS INTO EACH BLOCK r co 2x4 BLOCKS W/ (2) A31"x3" NAILS AT EACH 2x6 VERTICAL SEE FLOOR PLAN &ELEVATIONS FOR TRUSS BRG. HEIGHT CHIMNEY DETAIL 6 SCALE: KTA 6" THICK (MIN.) CONCRETE SLAB W/ *51s -a 101, O.G. EA. WAY 6-1/2" BOND BM W/ 105 TOP OF BEAM cv l • U Q BOTTOM OF BEAM DL. BEYOND 10d NAILS 4" O/C P.T. 2x4 BLOCKING W/ 1/411 x 3-1/2" TAPCON I1 8" O.G. 161 DEEP FLOOR TRUSS 19 2411 O.C. 9'-9" A.F.F. CEILING HGT F.T. TO CONC. BEAM W/ 51MP60N HU48 W/ (14) • 1/411 x 1-3/4" TITEN (4).131"X3" NAILS EACH STUD INTO TRUSSES 1r MIN. FLAN VI LU SCA S KTA6 CONN SEE PLAN SECTION 4 SCALE: KTS. 2x6 9 16" O.C. 2x4 CONT. W/ (2) 12d NAILS EA. STUD USP SUH24 ALLOWABLE UPLIFT = 360 L55 USP 5UH24 W/ (4) 3/16"x3" -\ TAPCONS TO CMU WALL LISP COL. BEYOND P.T. 2x4 CONT. FASTEN TO WALL WITH 3"x3" TAPCON e 1211 O.G. 2" x 2" ALUMINUM POST PER RAILING MANUF. SET IN 2 PART EPDXY 3" x 3" SQUARE BLOCKOUT 5" DEEP CAST IN CONCRETE BEAM. MAINTAIN 1 1/2" CLEARANCE FROM REINFORCING STEEL EMBED POSTS 4" (MIN.) 3/8" HOLE 2" FROM BOTTOM OF POST ALL 4 SIDES C5-5 - SEE BEAM SCHEDULE FOR BEAM INFORMATION SECTION 10 SCALE KTA LINTEL DECORATIVE CAP: SEE ARCH'L. DRAWINGS FOR FURTHER INFORMATION. (TYP.) COORD. W/ARCH. T/KNOCKOUT BLK ALL DOWELS TO BE TIED IN PLACE BEFORE PLACING CONCRETE. (TYP.) I" DIA. WEEP HOLE TYPICAL AT £1 8'-0" O.C. LOCATE CENTER BARS TO MATCH DOWEL. POSITION. CAP TOP OF RETAINING WALL W/ 8" KNOCK -OUT BLOCK COURSE (CONT.) REINFORCED W/ (U 05 (HORIZ.) CONT. AND CONCRETE FILLED SOLID. (TYP.) GROUT CELLS SOLID AT ALL VERT. WALL REINFORCING, SEE PLAN FOR SIZE AND SPACING. (TYP.) GRADE: SEE CIVIL AND / OR ARCH'L. DRAWINGS. (TYP.) r, \ _B ei NilM� U GLR EQ. 8" EQ40 SCREEN WALL DETAIL SCALE N.T.& 24" BOND BM w/305 SLOPE 1-1/2" 10'-8" A.F_F. _ BOTTOM OF BEAM COL. BEYOND 10d NAILS 4" O/C P.T. 2x4 BLOCKING W/ 1/411 x 3-1/2" TAPCON 9 8" O.G. _ 20" DEEP FLOOR TIRU55 SYSTEM e 24" O.C. �— F.T. TO CONC. BEAM W/ 5IMP50N HU48 W/ (14) 1/4" x 1-3/4" TITEN 4Groul Design Inc. 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 / DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482-0957 OFFICE 954 708-2468 FAX r � J RIVERBEND LOT #21 170 MPH EXPOSURE C PROJECT# 03303.021 MODEL: THE WENTWORTH 6812 ELEV. D GARAGE SWING: RIGHT PAGE: SECTIONS AND DETAILS ENGINEER: STATE OF FLORIDA i I k'4 ��\I ASE ENGINEERING SERVICES, INC. STRUCTURAL DESIGN GROUP TO 11E BEST 6 MY IQIOW.ED3E, iVE fk114lJeG DF-0IGN PLONe qlp eFELIFICATILN9 Cq¢LY F Bans 61Rl YF- DE61GN fll_p *S 9KdIdG ANp BEPLMG Lf tNE P.GNB plO 9PECFICAtIQJB ArE ONLr , T1ff 0111LOP A eiRIC1aRF1 Ld'I R9 OREG1Eo ®Y WNp, LIY£ 6!® GRANtY 1..06CB. 10244 East Colonial Drive, Suite 202 Orlando, Florida 32817 — 407-677-5565 Fax 407-730-2999 Certificate of Authorization No. 25873 r-> � E 09/21/15 WCALE: AS NOTED ' HEET NO: S5� 05 DEL. TOP PLATE CONT. ARC H I T E C aT S ■ 2x HEADER SEE PLAN FOR SIZE AND QUANTITY PROVIDE Ix WOOD orY" PLYWOOD FILLER(S). NAIL ALL TOGETHER W/ 16d COMMON NAILS, 2-ROW5, 6" O/G i SHORT 2x STUDS BETWEEN HEADER ABOVE AND FRAMING DIRECTLY ABOVE WINDOW. (3) 2x12 HEADER PROVIDE F DBk. TOP_PL_ = — — — — — — — — — — — — — — tl,_T t1JOOD-F1tLERt`St� CONT. NAIL ALL TOGETHER W/ I(od COMMON 2x6 BLOCKING FOR SHUTTER INSTALLATION NAILS, 2-ROW5, 6" O/C N PROVIDE V PLYWOOD FILLER(S). NAIL ALL TOGETHER W/ 16d COMMON NAILS, 2-ROW6, (o O/C N X N 2x STUDS m 16" O/C � r ----er—----- c16 X N (1) 2x6 FLAT TOE NAILED TO JACK STUD 2x NAILED INTO INSIDE AND OUTSIDE SHORT 2x STUDS PLY OF FILLER BELOW W/ I(od COMMON NAILS, (o O/C BENEATH WINDOW SILL 2x6 BLOCKING FOR SHUTTER INSTALLATION. USP SPTH4 OR USP 5PTH6 PROVIDE iz" PLYWOOD FILLER(S). 4'-O" MIN. TOP BTM. STUD PLATE TIES NAIL ALL TOGETHER W/ I(od COMMON TOP PLATE SPLICE W/ 10d x K' GALV. COMMON NAILS NAILS, 2-ROWS, 6" O/C AND NAIL W/ 16d COMMON FILL EVERY HOLE. NAILS, 2—ROWS, 4" O/C DO NOT USE 3" LONG NAILS! SINGLE BTM. PT PLATE 2x6 PT BLOCKING TIGHT BETWEEN TRUSSES 2x HEADER SEE PLAN FOR SIZE AND QUANTITY SECURE ADJACENT TRUSSES W/ SECTION A —A, SILL AND HEADER FRAMING PROVIDE Ix WOO FILLER(S). (2) I d GALV. COMMON NAILS SCALE: 3/4" = 1'-0" NAIL ALL TOGHETHER W/ 19 d COMMON TOE -NAILED, EACH END. NAIL BLOCKING t0 USP RTI6A NAILS, 6" O/C AT PLAT / (3)16d COMMON NAILS. LAP TOP PLATE A MIN. OF 48" AND NAIL VERIFY HEIGHT OF WALL 4-RWS, W/ I(od COMMON NAILS, 2-ROW6, 4" O/C BTM. LAP TO OCCUR OVER STUD W/ PLAN — — %4" 0 X 8" MIN. EXPANSION BOLT W/ 3x3 OVERSIZED WASHERS PLACED 16" O/C4" MIN. CONG. EMBED 2x MID -HEIGHT BLO AND ANY PLYWOOD W/ (2) 16d TOE -NAIL BTM. MEMBER OF TOP PLATE SPLICE MUST OCCUR OVER STUD. USP LSTAIS WI 10d x 3" GALV. COMMON NAILS, (1) EACH END TOTAL OF 14 NAILS. APPLIED TO INSIDE FACE ONLY. I STRAPS JUST NOT SEE OPP HEADER FOR (2) FULL H 2x STUDS QUIRED c 40WN FOR ITE SIDE C STRAP GHT LARII THIS I 2x6 FLAT u u E NAILED TO JA UD (2) JACK 2x 5TUP6 UNDER HEADER %4" X 8MIN. EXPANSION BOLT 4'F� Y W/ 3x3 OVERSIZED WASHERS Y PLACED 32" 0/0, 6" MIN. GONG. EMBED f 32" MAX. G-C SPACING TYPICAL INTERIOR OR EXTERIOR WOOD FRAME BEARING WALL CONSTRUCTION DETAILS SCALE KT.S. NOTES: I. ALLOWABLE UPLIFT SHALL NOT EXCEED 1225 LBS 2. THIS REPAIR IS LIMITED t0 NO MORE THAN TWO (2) DISPLACED EMBEDDED ANCHORS IN A ROW USP HTWMI6 W/ (4)1/4" X 2-1/4" TAPCONS TO TYPICAL ROOF TYPICAL FLOOR BOND BEAM TRUSS TRUSS USP HtWM6 W/ (4)1/4" CONS TO r5OND BEAM VA v --- — — — — — — — — — MASONRY WALL W/ I6" POURED CONC. GONT. BOND BEAM TYP. TRUSS ANCHORAGE- RETROFf f SCALE KTA WOOD G.t. PER TRUSS MFG. 1/4" CAP PLATE PER T54.�5 MFG. a I I I a W I I (5) 2x STUDS IN COINER NAIL THE (3) CORNER STUDS TOGETHER W/ I(od COMMON NAILS, 3" O/C (4) 2x STUDS IN CORNER NAIL THE (3) CORNER STUDS TOGETHER W/ I(od COMMON NAILS, 3" O/C CAP TOP PLATES AT CORNER, TYPICAL SECURE FLOOR TRUSS TO TOP PLATE W/ (4) 16d COMMON NAILS, 2 EACH SIDE. 2x MID -HEIGHT BLOCKING AND ANY PLYWOOD SEAMS W/ (2) I(od TOE -NAILS, E.E. 4a ALLOWABLE UPLIFT = 13&0 LBS (I STRAP) 4b ALLOWABLE UPLIFT = 2-160 LBS (2 STRAPS I. ALL STEEL TO BE A36 2. ALL ELECTRODES TO BE IOXX 3. ALL WELDS TO BE CONT. 4. PAINT W/ A PAINT HAVING 95% ZINC OXIDE CONTENT 5. ALL HOLES TO BE 1/8110 FOR I or 2 USP RTI( A TRUSS ANCHOR 3/4" 0 BOLTS W/ IOd x 11" HDG NAILS TO TRUSS AND IOd x 3" HDG NAILS TO TOP PLATE. FIRST ONE APPLIED TO INSIDE FACE OF WALL. IN @ ADDITION, ADD (4) I(od TOE -NAILS, 2 EACH SIDE OF TRUSS. /TYP 2x4, 2x(o or 2x8 STUDS a 16" O.G. OR AS NOTED ON PLAN FOR EXTERIOR WOOD WALLS PROVIDE TS STEEL COL SOLID 2x BLOCKING AT ALL SHEET EDGES SEE PLAN FOR INTERIOR WOOD BEARING WALLS PROVIDE 2X BLOCKING AT 48" O.C. VERTICAL MAX. (PLYWOOD SHEATHING NOT TYP. G.T. SUPPORTED BY TS REQ'D FOR INTERIOR WOOD BEARING WALLS) SCALE 3/f T-0' AP PLATE —� TS STEEL COL SEE PLAN ENGINEERED WOOD TRUSSES -1 24" O.C. MAX, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL e• RTI&A • FRONT VIEW 4a )(4)ZAICAL�TRU�SSCONNECTORS) KT& 6" DIA. STEEL PIPE w/ 1/2" x 9" x 9" BASE PL. ANCHOR TO SLAB w/ (4) 3/4"x4" EPDXY BOLTS. 2 r BASE PL 1/2" x 9" x 9" di —� 0 X OQ� COMPACTED (1) 15 CONT. SUBGRADE BOLLARD DETAIL 1 SCALE: KT.S. DRILL 6" INTO EXk FTG., EPDXY 4 DRI 05 4 BEND VERT., 3 LAP REQ EXISTING FTG 6 MISSING DOWEL DETAIL SCALE KT ASE ENGINEERING SERVICES, INC. D / GroesignU lnc. i1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com fING HY: IGN GROUP ING INC. T NEWPORT VE, SUITE 207 LDEERFTIELD ACH, FL 33442 0957 OFFICE -2468 FAX 0 4 q RIVERBEND LOT #21 170 MPH EXPOSURE C PROJECT## 03303.021 MODEL: THE WENTWORTH 6812 ELEV. D GARAGE SWING: RIGHT PAGE: SECTIONS AND DETAILS ENGINEER. STATE OF F=I ORIDA rresiv i 09/22,/15 DATE: BALE: AS NOTED ' SHEET NO: S5. 06 10244 East Colonial Drive, Suite 202 Orlando, Florida 32817 — 407-677-5565 Fax 407-730-2999