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HomeMy WebLinkAboutBuilding Plansa t Y P4�cN)�, RGC7"`�ClIC""'y 1 c t TO i 4 r - f la id�(yy�(in 4 )t Y i ��, 1y3 `Y�3� 1A�✓ v`F k � I t tf F lbq`-liT•'.4 Y�y/awYg},(C'i}i"Jh�`i r= * '_C c+a'a, a14 SNrW�q PI AWPREPA °�� <� 6SyyXua� kk I t t � i'^✓Fyd 6 i4 J AJA k X� � .. a A im M r L., H ENGINr-:EKING _ 4451,St. Lue1e $1vd k.S�u tes elr� fY fort Pierce, PL 34946 "t � %^ PH NE:772-409-1003 $ 4f]' * 02616 WHOLE HOUSE EN(�114 `;I r_ �ING.LIG yCOPYRIGHT Y*t��¢, 1 y THESE DOCUMENTS COWTAIW RCHIT CTU, "' Y� n SYMBOLS USED FOR GRAPHIC PURPOSEQNL, BSI 01 , AND LOCATION MAY VARY TO MEET MANUI^AGTORE S *I SPECIFICATIONS {� 6 u�i.{,x DO NOT SCALE DRAWINGS',PLEASE CONT CT DE)GQ E WITH ANY QUESTIONS REGARDING DllyiNSIONST' Jl F1�y,*F•. S ��✓°,f Ih 4 FA 1 S a }, Y L < ftP" +s I '+Y !4+ "eMltswY 8 t MW I `ENGINEE-RING E i ` ") 'it'll w!R 1 •1"y_ 't% B tlY °CIAYi t£rR \ t f y{y� Y Cn w5 i S 4 n £ R Anthony Tombo ' r P 2 e fse<� SEPIAL 3B8CA22100000060 ANTH�NY L_I BO FL PE#$0083 a ,y?xb i[TIYY'IfYV-IYt v r " ""4 xA as F s DSO ry THESE DOCUMENTS`ARE CONFIDEN I IAL'AND ARE'1Hi E � H" PROPERTY OF WHOLE HOUSE ENGINEERING LLC AND M k NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED'' WITHOUT THE EXPRESS WRITTEN CONSENj F WHOLE HOUSE ENGINEERIING LLC A. F� { 4Ir�y .}g4rp+}' �$i`%,PY +t ' 3R ]N� 1✓ ry & i FnPR'V'4Rl �^r. �y, 13&'t` i5 F"9� irk{.� W{ n�'�'{� y�f 4 F? hid.{�LjC�y x� p ZSA a. " F ��•yy•yyAAi5yy�5 4�WW�rVi,.e*CP." 1 lu bi V! 1y ca{it DESCRIPTION s 6 a At ` Cc � FOR PERMIT '. , j `✓ I✓�p` Fti L'L f Alm P, t A t PAxtC1EL ID; k '1340 `6r0 04ZZ, C� a hU ( b £I rw 3Rv l ♦r`y v d ( DNA. £ pyp ka'4S' �kS!T i P.� 1 i § I�ARCEUIDa`� , j/{I��j { � 0 0422"" 1 i+ i �!! Y 1 HICKOYR ` 1; DRIkME�'o- fix: 10RT m AA f SHEET DESCRIPTtiN C v}� W ! ";ITEsSH°y`s' x° l 4 £ ,3 t� SHEET; NUMEi�# r°fit k tt �i •,i`�.. i, n Yf},. ...�m�;kr�.�,:P. 'fin, "�uti'�i �A��1 `d .:;'f'k i5'..�i. IIILAN NOTES ELECTRIC�AL P -D MASONRY NOTES - - ---- ---- - - - - ----- . ...... . REINFORCE -GENERA L NOTES C at ALL BE INTERCONNEC 4 A TUATION OF ONE IWRITT FOR MASONRY ALARM WILL ACTIVATE ALL THE ALARMS R 1. DESIGN OF THE REINFORCED MASONRY IS BASED ON THE BUILDING CODE REQUIREMENTS I SMOKE DETECTORS SH IN TIE IN I I NI 'LAVATORY "DO NOT SCALE THESE DRAWINGS. EN DIMENSIONS TAKE PRECEDENCE OVE :1 , - 11 HE SPECIFICATIONS for H U, m a u I SCALED DIMENSIONS. THE CONTRACTOR SHALL REVIEW THESE DRAWINGS IN THEIR FOR MASONRY STRUCTURES (ACI 530) AND T ,LONG TRUCTION AND SHALL ACCEPT FULL STRUCTURES (API 530-1). BEINST LLE IT I '10 FEET OF EACH ROOM ENTIRETY BEFORE COMMENCING CONS DETECTORS SHALL 2. CARBON MONOXIDE IRESPONSIBILITY FOR ANY ERRORS OR OMISSIONS NOT REPORTED IMMEDIATELY IN LINO fUSED FOR SLEEPING PURPOSES. liGHT 2. CONCRETE BLOCK SHALL BE NEW AND UNDAMAGED AND CONFORM TO THE REQUIREMENTS 'WRTIN TO THE W LE HOUSE ENGINEERING, LLC. BACKCHARGES WILL NOT BE OF ASTM C90, fm 1900 PSI MIN 'BLOCK IS TO BE HANDLED AND STORED TO PREVENT I G 0 EbATAAMEI PLATE RATING D 3. ALL APPLIANCE ELECTRICAL EQUIPMENT WILL BE� PROTECT -LAUNDRYTUB -,,-��-,'ACCEPTE NTAMINATION OF THE UNITS, DAMAGE TO AND CO '11072 AS PER NEC 110.3 & f,MAXIMUM BUILDING POSITION WITHIN THE THE NTRACTOR SHALL VERIFY THE �MEDICINE CABINET 3. MORTAR TO CONFORM TO THE REQUIREMENTS OF ASTM C270, TYPE M OR S. MORTAR To f��'SETBACK LINES PRIOR TO COMMENCING CONSTRUCTION. NIN6'ROOM, LIVING IBE TESTED IN ACCORDANCE WITH ASTM C1314 AT THE BEGINNING OF THE PROJECT AND 4. ALL ELECTRICAL CIRCUIT$ THAT SUPPLY THE FAMILY ROOM, DI ,,MECHANICAL -FAULT ROOM, STUDY, HALLWAYS, BEDROCII CLOSETS AND FOYER SH A Ll BE ARC AT EVERY 5000 SP OF WALL AREA. PROTECTED. CTOR T6BE FAMILIARIZED WITH ALL MEAN ROOF HEIGHT�Ii,:i, 3 IT SHALL BE THE RESPONSIBILITY OF THE CONTRA IBE 3000 PSI (MIN) AND C "METAL IN THESE DRAWINGS. ONFORM Ti EXISTING CONDITIONS AS THEY ARE NOT NE;CESSARILY SHOWN 0 4. GROUT FOR FILLED CELLS SHALL "ACLESINSTALLW-2'IN, LLING:UNITS SHALL! BE -MIX, ANUFACTURER 6 WITH A SLUMP OF 8" TO 10". CONCRETE FILLED CELL 5: ALL 125 VOLT 15 & 20 AMP RECEPI GENERAL,3 ONT �CTORsHAL6�6�4,kESPONSIBLF-,-:FOR�VtRIFYING LOCATIONS OF ALL REQUIREMENTS OF ASTM C47 ij� TAMPER RESISTANT AS PER NEC LUMP OF UP TO 8" MAYBE SUBSTITUTED FOR THE: JCROWAVE LL OPENINOS'AND PENETRATIO&',,�-A WITH A f OF 2500 PSI AND A S lFLOOR,'KOV IGROUT. GROUT (OR FILLED CELL MIX) TO BE TESTED EVERY POUR AND AT EVERY 50 ECTION 250.94. R MORE, THE GROUT�L�',�',�tiI INTERSYSTEM BONDING REQUIRED AND SHALL D FOR ONE HOUR 0 oLt.,k�S'PONSIBILI-T;Y,�To,'VFJO PINATE THE WORK OF ALL IIT'IS.THE,,CONT kGTORS it; CRETE BLOCK. YARDS MINIMUM. WHEN GROUTING IS STOPPE '3TIOi -TY OF. SHALL BE STOPPED 1. 5" BELOW THE TOP OF THE CON DOOR OPENERJO BE OR PROTECTED, S,;�DETER [NEE El �;,7.�;ifi DURE; ANPISEQU NICE I 0 INSURE THE SAFE IASONRY OPEN11,46.R! ),tRACE BiN66ONSTRUCTION. ­B �-A THE BUILDING,, gtt MFONENM,�,Akl .... .. EL SHALL COMPLY WITH ASTM A615, GRADE 60. ALL STEEL TO ION I5. REINFORCING STE UNLESS fELLS f#5S UNLESS NOTED OTHERWISE, PLACED IN THE CENTER OF THE cl % L&AND S CTIONS�SHCII NTHESE�PRAWIN11138'�RE INTENDED TO BE TYPICAL,' 'AR CONDITION ELSEWHERE IN -THE - NOTED OTHERWISE. CELLS TO BE FREE OF MORTAR AND CELLS SHALL ALIGN VERI PLUMBING NOTES�­l '6" W§ECT ION IS SHOWN. CTED VERTICAL CELL, MINIMUM WIDTH OF GROUT SPACE'�,,:.�:�." CURL- IFFERhNfD&AIL)l,`Nb',_0 TO MAINTAIN A CLEAR UNOBSTRU i "��,ALL PLUMBING FIXTURtSf,SQALL BE INSTALLE ITH'F,B.d'� P2705,f ER HEAD Doll DIAMETERS MINIMUM AND HOOKED INTO BEAMS'�' SHALL BE 4". STEEL TO BE LAPPED 48 BAR 10"MINIMUM. L BIBLE iQUATE -,"BRACING OF_ STRUCTURA 'ALL PLUMBING FIXTURE§vfSHALL MEET THE LOP2701.1 F IRS DURING LS ATi BOTTOM OF EACH 64 CLEANO OIL 1INWOODE CHAPT -OOI ER IN $18 JO PROVIDE ALL NECESSARY SH FOR INSPECTION. OF, Ia., tj�,,?!70SITION OFiRAIN;,WATER SHALL COM IACTORS�RE F Ifpq WINDOW ORB, ISE ENGINEERING� I4 UBMITTED AND AP LLC FOR REVIEW UTS SHALL BE PROVIDED FOR ALL FILLED DEL ENGINEERIN MATERIAL CERTIFICATES $HALL BE S PROVED FOR THE REINF OUNDS PER'SQUARE'l0d VAL. ....... . . .. STEEL, MASONRY UNITS, MORTAR AND GROUT MATERIALS. ­4' `�Ntr`il 10 VENETRATINGTHRO JGH A WALL MU LCT 6 i�10I ABOVE GRAii F.BC P3103. I IN A IT] N, 8. NOT PROPERLY PLACED IN THE FOUNDATION, NEW DOWLLtj MAY" WHERE DOWELS WERE LAC 'ICONDENSATE DRAINS MUSi A MINIMUM. E WITH "US H EW E THE PROPERTY if��.BE DRILLED (3/411 DIA X 8" DEEP MIN.) AND EPDXIED IN P IIAR ULTRAB6ND EPDXY", t BETUsED OR REPRODUCED 'SERVICE PRESSURE RELIEF VALVE B0`6073 `dINEERING, LLC. PER v UTTERC Ti WHOL01HOUSE 614 IPRIOR TO PLACING BLOCK P 9. SHORING DESIGN MUST BE SUBMITTED AND APPROVED BRACING fW.H.P.&T;VAL EtS ALL COMPLY WITH IILYWOOD LDING AND STRUCTURAL MEMBERS NOT DESIGNED FOR THE WEIGHT. THE DESIGN OF THE R TO IING ALL REQUIRED BUI OF WALLS UNDER ]ON MUST ALSO BE SUBMITTED AN D APPROVED PRIO t$E RESPONSIBLE FOR OB NO rj4'EiR RESPECTIVE COSTSr.7�A�- CONSTRUCT ; LAVATORIE$vAND SINKS SHALL E AUM OF 4'! FRO­�,� i8 FIXTUREE, CONSTRUCTION. - FROM IfClf� 15 IRADIUS 'FINISHED SIDE WA I , ; , �1� - P s , Llsii"MATER CLOSETS SHALL BE INSTALLED AREANTENDED TO SHOW THE DESIGN INTEN' "'EFIGERAYi "TO q -1, FINISHED SIDE WALLS OR TOILET PARTITIONS TO CENTERLI S FIXTURE b ARt 'RE11,11 -SHOI MINOR EINFORCE;,,'� 4of CONSTRUCTION. ALL I RAUL '"comPLETE _BUjLDjNbL' SYSTEMS AND ALL ITEMS THAT CENTERLINE FOR HANDICAP FIXTURES. I8-l'FOR URNIsHi CON CRETE NOTES tEC N, TO TREIR INSTALLATIO EDlNCIDENTAL IESIGN STATEMENT STRUCTURAL D I ALL CONCRETE TO ATTAIN A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 3,000 PSI IN �Ouki OFIENINQ ow SYMBOLS USED IMA -1/4 28 DAYS. AGGREGATES TO BE CLEAN AND WELL GRADED, 1 XIMUM SIZE� I CERTIFY THAT, TO THE BEST OF MY KNOWLEDGE AND BELIEF,T N NOT ES RADE & AND LOCATION MAY VARY To' PL i� FL R I A - 'I4, 1 � I I I 0 PSI FOR SLABS ON G CONCRETE SLUMP IS TO BE 5"MINIMUM TO 6" MAXIMUM. 2,50 IWILY WITHI i ,ii,,, -�, 11 � c�l , -1 SPECIFICATIONS HAVE BEEN DESIGNED TO CON FOUNDATIONS. STRUCTURAL PORTIONS OF THE BUILDING CODES., WDING GLASS' DOi :NTILAT V 1 NATU IDO )TSC -El 'A Y, REL ED 30UAkEFb6 2. MINIMUM CONCRETE COVER FOR REINFORCING Bi I ALSO CERTIFY THAT THE STRUCTURAL comp6NENtS;`,'§YSTEMS" I CERTIFY THAT THi 3 1 to COMPLY WITH THE NATURAL VENTILATION i To WiNb�LOADS AN'D FORCES SINGLE HUNG ELEMENTS PROVIDE ADEQUATE RESISTANCE MINIMUM COVER REQUIREMENTS OFSECTION 402 OF THE FLORIDA BUILDING CODE, MECHANICAL. STRUCTURALPART SPECIFIED BY THE CODES LISTED BELOW. HELF FOOTINGS (CAST AGAINST SOIL) fII....... - -- --------- --- - STRUCTURALPART MINIMUM COVER SHOWER I- - --------------- - - -- ---------- ---- - --------- 2., ry GLAZING DESIGN PARAMETERS & FOOTINGS (CAST AGAINST SOIL) S PIT ONS i-SPECIFICATION IALL GLAZII iN SLIDING AND,"SWINGING DOORS, INCLUDING SHOWER AND TUB SLABS (CAST AGAINST SOIL Wit VAPOR BARRIER) 1-1/2" ----- - ISHEET METAL SCREWS 9N 3/4'. 06A & R308.4. ALL GLAZING IN ANY SLABS (ABOVE GRADE LEVEL) CODE EDITION: ENCLOSURES, TO BE SAFETY GLAZED AS PER F.B,C. 24 M'SQUARE -------------- HAZA BEAMS AND COLUMNS �5 1 AiNLESS RDOUS LOCATION OF A BUILDING WITH SILL LESS THAN 60"A.F.F. SHALL BE SAFETY FLORIDA BUILDING CODE OF AND PARALLEL TO GLAZED AS PER F.B.P. 2406.4 (5) & R308.4 (2) ALL GLAZING WITHIN 24 C ,STIRRUPS S OTHERWISE SPECIFIED, SHALL BE NEW BILLET STEEC ASCE 7 (EXPOSURE CONDITION) A DOOR. SHALL BE TEMPERED. 3. REINFORCING, BARS, UNLES LL BE DETAILED, FABRICATED, CONSTRUCTION YPE:, VB IIIMEETING A.S.T.M. A615, GRADE 60. REINFORCING BARS BHA A14D SPACED WITH ACCESSORIES FOLLOWING THE REQUIREMENTS OCCUPANCY CLASSIFICATION: R3 ............ . .. FIRE BLOCKING' SUPPORTED IN FORMS �S EE z 11, OF THE "MANUAL OF STANDARD PRACTICES FOR DETAILING REINFORCED CONCRETE IBUILDING DESIGNED AS' IT _PARTIALLYEN PROVIDE FIRE BLOCKING AT ALL CONCEALED SPACES,, STRUCTURES. (A.C.I. 318)". LJ D k-i ENCLOgt0i OPEN,;'" TESTED (WIND IIYMMETRICAL TUNNEL� THERWISE NOTED). ALL iHUTTER 4. LAP ALL REINFORCING BAR SPLICES 48 BAR DIAMETERS (UNLESS 0 B U EMPERED 4. _�,S HROUGH BOLi REINFORCING BARS Si-IALL BE SECURELY WIRED TOGETHER' IN THE FORMS. TWO-WAY 15 6OFT. (ASCE 7)'� #5 �SHU :PTED PRODUCT APPROVAL SHALL BE PROVIDED AT MATS OF STEEL SHALL BE TIED XT ALTERNATE INTERSECTIONS BOTH WAYS. PROVIDE,L., > 6OFT. (MUST,U I'ALL OPENINGS EXCEPT THOSE PROTECTED BY APPROVED IMPACT RESISTANT DOORS AND IE BEAM CORNER BARS AT ALL CORNERS FOR ALL CONTINUOUS REINFORCING IN UNIT MASONRY ICK MEAN [ROOF HEIGH X Si (30- EACH WAY) UNLESS OTHERWISE NOTED. ),%WINDOWS. -S) I(FOR LOW RISE BUILDING WITH SLOPED ROO '5;:'ROUGKOlP N E INGS RISK FACTOR: I(DETERMINED BY BUILDING USE OCCUPANCY, Is IIREFR TO ASCE 7 TABLE 1.6-1) �­VERIFY AL 'ROUGH OPENING AND MASONRY OPENING SIZES WITH Op OF WOOD PLATE- I I IONS. FOUNDATION PLAN NOTES: - - - - -------- - ----------- - - ------- INTERNAL PRESSURE COEFFICIENT: P OF TIE BEAM, (ENCLOSED BUILDING) THESE DOCUMENTS ARE CONFIDEN ... 1. SLAB ON GRADE' [LET PAPER HbLDE f�.'8GRESS WINDOWS NGINEERING L IPROPERTY OF WHOLE HOUSE ENGINEERING L PICAL WELDED WIRE MESH LOCATED IN BASIC WIND VELOCITY PRESSURES, I- -- - ------ - ---------­------- - - 4" THICK 2500 PSI CONCRETE SLAB WITH 6 WIA X WIA , E NOT BE REPRODUCED, DISSEMINATED OR REDISTR -WINDOWS SHALL BE OPERABLE FROM HE USE OF SSURE COEFFICIENTS HAVE 6" THE INSIDE WITHOUT T 'NLESS NOTED OTHERWISE EGRESS, THE MIDDLE TO UPPER 1/3, OF SLAB, SUPPORTED T-O" ON CENTER MAX., ON 6-MIL. VAPOR APPROPRIATE POSITIVE NEGATIVE PRE THE EXPRESS WRITTEN CONSENT OF W HIGH, 20'. WIDE, NG LLC E TOOLS. EGRESS WINDOWS SHALL HAVE A MINIMUM NET OPENING OF 24 NDERWRITERS LABORATORIES . . ..... BARRIER, ON CLEAN 95% COMPACTED TERMITE TREATED FILL. DESIGN SOIL BEARING APPLIED TO MAIN WIND FORCE RESISTING SYSTEM; AND.BUILDIN IIHOUSE ENGINEERING LLC COMPONENTS AND CLADDING, AS APPLICA AND MIN.'NET AREA OF 5.7 S,F. FOR 2ND FLOOR WINDOWS AND 5.0 S.F. FOR list FLOOR BLE;' CAPACITY IS 2500 PSF. ACTUAL BEARING CAPACITY MUST BE CERTIFIED TO MEET 2,500 IERTICAL ALL NOT BE MORE THAN 44" ABOVE THE FLOOR, LATCH AT PSF MIN. BY AN ARCHITECT OR A PROFESSIONAL ENGINEER� IWINDOW& THE SILL HEIGHT SH 9 pqp 54" A.F.F. MI OPERABLE WINDOWS WITH A SILL PORTION OF THE OPENING LOCATED WIND SPEED 160 (3-SEC. GUST) BASIC VELOCITY PRESSURE ERIFY IN FIELD ER: 0 LESS THAN 24" AFF AND MORE THAN 72!' ABOVE FINISHED GRADE SHALL INCLUDE A NOTE: ACTUAL DESIGN PRESSURES FOR ALL EXTERIOR WINDOWS, DO I2. CORNER BARS: EDGE ANCHORS -,7' TROL DEVICE.,THAT COMPLIES WITH SECTIONS R312.2.1 AND -------- GARAGE DOORS, AND SIMILAR ENVELOPE ELEMENTS ARE INDIC E bN4 ,�_,WINDOW OPENING CON IR312.2.2 OF THE FRC. IAROUND CORNERS USING CONSTRUCTION PLANS. ITH IALL BARS OF FOUNDATION STEEL SHALL BE CONTINUOUS I(48 BAR DIAMETERS). ER CLOSET CORNER BARS W1 A MINIMUM LAP SPLICE OF 30 ROOF TRUSS LIVE LOAD C IPTION DATE BY !REV 7. INTERIOR NOWBEARINOWALLS �F( 01/02/ 020 RR IDOD 3. INTERSECTING BLOCK WALLS: 'TOP CHORD LIVE LOAi 20- Fi 25 GAI 3.5" STEEL STUDS`@ 2411 O.a (20Gk @ 16" OC. IN AREAS RECEIVING TILE AND ATERHIEATEW!',� iAREAS) W/ 1/2" GYPSUM BOARD ON BOTH SIDES (TYPICAL). 2X4 P.T. SILL PLATE SIR OUIA RSECTING: BLOCK WALLS, INTERWEAVE CONCRETE BLOCK OR EAK AT ALL INTE BOTTOM CHORD LIVE LUAV IVASHING MX&INIE� AS I ENED TO SLAB -ON -GRADE BELOW WALL. TO F 5" x 5" HOLE BETWEEN WALL$ @ 24" O.C. VERTICALLY TO ALLOW CONCRETE ILL BOTH iTH6UT' CELLS. TUB AND S ROOF TRUSS DEAD Li 18,F4,BATH OWER SPi Ili CHORD DEAD Li ALL BATHTUB Iiiii FLOORE BATH TUBS WITH INSTAL TOP 3AD LED SHOWER HEADS F R' AMING PLAN NOTES 0 I �,;SHOI OMPARTMENTS�'�',,,ISHALL BE FINISHED WITH AN IMPERVIOUS, 8 TTOM CHORD DEAD LOAD: "-TNON-Cl -ABSORBENT�i' WATERPROOF MATERIAL. MOISTURE RESISTANT DRROI 4ON EIGHT ROOF TRUSS DEAD BACKING Boi EQUIRED UNDER�'iIMPERVIOUS WALL AREAS IN BATH TUB & SHOWER THE ROOF FRAMING PLAN SHOWS LOCATION & DIRECTION OF ALL ROOF MEMBERS IPACES. SUCH WALL SURFACES sHALL EXTEND NOT LESS THAN 6'i ABOVE THE ROOM 10 P (TRUSSES AND GIRDERS). FOR INDIVIDUAL TRUSSESj SEE LAYOUT & ENGINEERING SHEETS ""TO RESIST WIND UF I'FLOOR LEVE[ii SS MANUFACTURER. BY TRU FLOOR TRUSS LIVE LO, #5BARS 91 GARA ION FROM DWELLING UNIT 2. ALL CONCRETE BEAMS TO BE A MINIMUM OF 8' X 12- WITH (2) #5 BARS TOP & (2) IGE SEPMATION, 0 TOP CH BOTTOM UNLESS NOTED OTHERWISE ON PLANS. D: BE SEPARATED FR GAkAbFSHAL AND ITS ATTIC AREA BY BOTTOM CHORD LIVEI&Ik 0 OM THE DWELLING UNIT U4, MEANSbFA MINIMIJM 1/2" GYPSUM BOARD APPLIED TO THE GARAGE SIDE. 3. AT ALL POURED CONCRETE BEAM AND BOND BEAM INTERSECTIONS, EXTEND BOND BEAM STEEL 30" INTO P6URED BEAMS. AS DEAD LOAD, I- --- - -- --------- f'GARAGE OR 2- LARGER I4. ANY OF THE SPECIFICALLY NOTED BEAMS MAY BE BUILT UP TO 1" SMALLER ;TOP CHORD DEAD LOAD: DUCTS I THE GARAGE & IN DUCfS'PENFTRATING THE WALLS OR CEILINGS SEPARATING THE WITHOUT ANY CHANGE OF REQUIRED STEEL. 66TTOM CHORD DEAD LO AD: IIN. .019" SHEET METAL & SHALL HAVE NO UVVrLLING UNIT FROM THE GARAGE SHALL BE M INTO THE GARAGE. 5. TO BEASTOL 0 STIRRUPS NOT REQUIRED UNLESS NOTED OTHERWISE. -6 INIMUM.DEF.L.-ECTION CRITERIA FOR TRUSS II0i IIRIOR OPENING&`�wl�'il- 6. ALL HEADERS & WOOD BEAMS TO BE (2) 2i HEM -FIR #2 UNLESS NOTED OTHER ISE'!';,, ROOF TL: I 1T EXTE --7r7r -------- ----- - ------- ON PLAN. IROOF LL� SlTtIADDREi '6�ITTED IN THE EXTERIOR WALL OF BUILDINGS SEPARATED FROM NO`OPENINGSi I­�BY A DISTANCE OF LESS THAN 6-0". #2 S.Y.P. MAY BE SUBSTITUTED ANYWHERE HEM -FIR IS SPECIFIED. fFLOOR TL: ------- AUJAL;bNT BdiLbA 7. 0*4= glHIC FLOOR LL: IBACKING FOR CA BINE 8. PROVIDE FILLED CELLS @ MINIMUM 6" ABOVE & 6" BELOW ALL EXPANSION BOLT MAXIMUM DEFLECTION: fILOCATIONS IN C.B.S. WALLS (TYPICAL). �FQ K ILIM HORJZONT.AL BACKING IN KITCHEN W/ TOP @ 35" Ai.F.F, & TOP @ PROVOE��X4 MINIM SOIL BEARING CAPACITYi 25 W/ TOP @ 30" A.F.F. OR AS REQUIRED FOR RAINS El'i A Fl.� &ANI BATHRbOMifV'ANITY IAREAS 9. SPACE FLOOR TRUSSES ACCORDINGLY TO AVOID CONFLICT W/ PLUMBING FIXTURE D ABOVE. COORDINATE W/ ARCHITECTURAL PLANS. CABINE TATTACHMIENT. SiRt IISURE TREATED. b FRi 10. ANY WOOD IN CONTACT WITH CONCRETE SHALL BE FIRES 'I 3. woo IIiIWOOD FRAMEALLS AND HEADERS ARE DESIGNED USING RATIONAL ANALYSIS, ISHE WHERE THERE IS A DROP OF MORE THAN 4 FEET OR MORE ON THE PAR SIDE OF THE "OPERABLE OR FIXED GLAZED PANELS 24" OR GREATER IN WIDTH AND THE SILL IS LESS IA T E T' IE P, THAN 36" ABOVE THE NEAR SIDE WALKING SURFACE, SAFEGUARDS SHALL BE PROVIDED 'As SET FORTH IN 4403.7 .3. IIIIIIIII ?f3 i v r 5 Ty £=ib=A NU„ f me n n M £� �� �rv3�''I��Y;k.✓s A HY'-. E �+ x 1 � 143'. 1� L •• y j J e F a� .^ SC • • • • T II -p--- = TOP OF HOUSE SLAE n e =f"F b az laj 4" CONC., REINF W/ 6'x6' W1.45 t OR FIBERMESH ON 6 MIL POLY VAPOR BARRIER ON WELL -COB h CLEAN TERMITE TREATED, FILL 1/2" F ENGINEERI )LE HOUSE ENGINEERING Ll 4451 St, Lucie Blvd. Suite 201 A Fort Pierce, FL 34946 PFION H:772-40H 10t).4 IK F ` ° r7 agn y. 1 pEr f q A 3 `'t 7�77go-up� Sl [n" i 'F.^T 14 �w a gg { s TS h • ,n?i' �'* Y 3��� Rs' �tw g*n f ✓r � � .>F.s f 4}� lIn Y 3Y X. i .„... ....... ..._ i ! V� � 5 � SY ��r R�'�"S. �j� q• � 4M Ej IN D BY::, HOUSE sq E„ 74 ut_'�'PW iMj+My t � A ............... LE ...._......._ _-r---- -- ROWS SHALL BE IMPACT RATE[ SHALL BE SUPPLIED WITH SCR OER THE PRODUCT APPROVAL S P+ 8F8-1 B-1 T T 8F16-OB-1T oeo IN d Yf's♦'1 + iF£fay Y �A YpF *, a iry { N dry' # Ct qqh 14 7SULgTION 1/2 SAG RESISTANT DRYWALL — P.T. 1x2 FIRESTOP w` 8"x8" GONG. "U" BLOCK SYSTEM p: W/ (1) #5 CONTINUOUS & 30" LONG C „RNEI, BARS AT ALL CORNERS. PRECAST CONCRETE LINTEL a ABOVE WINDOWS &DOORS. (1) #5 BAR VERT. IN CONC. FILLED CELL W! 10" HOOK @ "U" BLOCK (SEE FOUNDATION PLAN FORLOCATION)`:, FOAM 16W INSULATION R-3 J Q aP BOARD ON P.T. 1 x 2 STRIPS @ 24" O.C. (16" CIN,MOISTURE RESISTANT ,zY BOF�RDAREAS) ECESS CMU 1.5 DOUBLE W.W.F. 3' @ EDGE BEYOND FOOTING HAUNCH "CON F, REINF. W/ 6"x6" F TERMITE TREATED FILL'" elk JDARD A.C.I. 90 HOOK VIA TINUOUS BOTTOM FORCEMENT. SHCEDULE FOR SIZE AND VTITY 1 �a i ura •Y ". �., x r. 5 F4, •b i �!i Y „Sg 9Ci\ 55°°TS k l �ts 5ti u ' 41 q C 'Y, ✓d a Y.,�0 N Ei�#s� 5�artFY' Y a r a M1ht tl ux s k(L t k s 1 Lj 000 xt s LYdr^Y G r 1 f ,. ff .:x,. r. K \ 4 r. F y.. t Zh I � 6 M1 K4 p a a r. � S #L i CMY k Ie J f r F v x ( w s r i 1* yYirlYxjuhd { 1 } { � T t a.� (�n :- 1 755 ytMS 5 '14aY 5 J ; F $& t G,i f r: 4, 1 �� M1 c T , I 1 ykq , tfiv xt s, CT n3ytSY W i }. 3 � ¢ �L 5 ah : -a ;tiny S rr J � 33 A^� e � ' o RtMull '$'s 10 > l S." �gtK y FRb{ fS5 �(44� ENGINEERIN I saTc. l.0 TY O P RFPI 0 1': ,�Y•yrk}G y'r h W ... ¢ riL' xiw 7 r . k`�F '- 'iJ, ' t� :x': ' hh.. +A+.^ ✓t.,. 11 't+C,,.. a. y r ] �xfLe`}x .S .T ✓ "� Lr, y e, :.,. e... . r ;s n»}� }v'F, , .i: , ^'. (,::+wz £ :„ .. rx. ... _ t.4r ..,E R v i. r• ,a i .5 5 •, • , , :x NIX.• =r u�. '� a ..... .. a•ei.!,♦ ,t,rvh�,:w. ,.. ,, .d .. .. p al fE#1). R BED. -- --- k ) 4 $Ti�nir t'h-4a vx ` yam. JG CORRC CTURER'S l'v tt W A Flia 3 K L-"• Y G gry KY:: I Y S s. 1 h a. w YYAI CRmg rRVVr11Y�i1YV 1 IN ` PRIOR hAASa I21hOPENING 1. TO BUCK INSTALLATION TREAT THE WITH A CMU WATER RESISTANT COATING TOSEAL THE WI[Vt�=A'DOOR CAVITY TO PREVENT IT p FROM ABSORBING WATER. THE CMU WATERIkEiS STANT COATING SHALL BE APPLIED IN ACCORDANCE WITH THE MANA- ER'S RECOMMENDATIONS. THE - f I APPLICATION OF THE CMU WATER RESISTAN NG SHALL INCLUDE THE ENTIRE SURROUND OF THE OPENING (SILLS JAMBS AND RETURN WALLS OF THE ;EAD OPENING 24" MINIMUM IN EACH DIRECTION;AMU WATER RESISTANT COATINGS SHALL BE INSTALLED PRIOR TO BUCK INST�(�b S 1+F4;2roi� 2. INSTALL;EiUCKS SO THAT THERE` E NO.EDGE' 5 EXCEEDING 1/8" BETWEEN §; x ' '�' � BUCKEANbMASONRY. ��fiE :� 3. PRIOR TO BUCK INSTALLATION APPLY 31S" NOMINAL DIAMETER BEAD OF SEALANT BETWEEN THE BUCK AND THE MASONRY TO PREVENT THE PASSAGE OF LIQUID BEHIND THE BUCK. COMPLETELY SEAL THE ENTIRE �,ND OF THE WOOD BUCKS jWITH SEALANT TO RESTRICT THE PASSAGE OF LIQUID'THROUGH THE CUT ENDS AND'THE ENTIRE EXTERIOR FACE vAND R&'QP,,N��U FACE OF THE BUCK SHALL BE COATED WITH A LIQUID APPLIED WATER RESISTIVE BOATING / SEALANT. ' 4 PROVIDE PAN FLASHING AT SIL�OF W1NDOlA A BOOR OPENINGS. PAN FLAW AINbjk'ALL BE SEALED OR SLOPED IRA MA ER t};IaIRECT WATER TO THE SURFACE OF THE EXTERIOR WATER RESTS IVE A RIE t FOR SUBSEQUENT ' i DRAINAGE `INCORPORATE PAN FLASH[ ,N AD ANC SILL AS WELL. PAN FLASHING SHALL. BE CORROSION RESISTANT,'x' 5. PROVIDECONTINUOUS 3/8 BEAfD OySli N s0 / DOtlR FRAMES AT �II�IN170W ALL PERIMETER ON FRONT AND BAGICBURAOE PT7 ORS CWINDO�/j DOOR ... , INSTALLATIO(J rY{f ki t#tYs�5,Pbt� \ ;l% rr7'� '& �t a f14E4..,i;, 6. AFTER WINDOW 1 DOOR INSTAL ` TI, I�F2C1 IDE C?AM SEALANT BETWEEN THE ' BUCSILL) AND THE,WiCDON�it© O ENSURE A ;. WATER`< pF. J RESISTANT IfTERIOR AIR SEAL AlOL�N�7�TE EN PERIMETER: Ell el i L ) & f lA 1 8 x N 1E m lam 11 XPRESS WRIT OUSE ENGINE i METER AND 6" METER AND 6" METER AND 6"+ CDX PLYWO _....F.TH 0 d'. Pia' M 1 t i $= f -rtlu� 'y'�` F ✓ V *'q"' EgCTt) > , t i CON 11L 40.OF AB �' ARALLELLOAD REMARKS 3/SCREWS, UPLIFT ri e° �: I'o x1.1wz 0u R, , r,-. is L x+ $ f �� RT-T �3k'F � y. � �2�is� P„YtvF' -£ y�•'=I'k{ =H , y tkxST i S -�� '� 1 '�✓f f '� � as '� k v}tII "' T: .. U. d � .e i"yYkd5M ii WWI mm r'' II.f ` k yyz� P F ti t C � M X i YB9 4nt r �t r. ` �... o:Y3 It u x 1fill ll . of�, d �y M —G4 ?ef4 s Fm 1 I 3Q, 0®�4 I Y$ U HV A01 Bo B 839# 1 B 8 _ e1 'INS 1 b k 4 P 44fi T rt Al + 4t ■ 1� �r *t 3,+a3kh"@ J" 5 e 4 sx �aC 33 i y`Ci Fe w S i ft, t n \x' I e� ILI tj �t 4. V � 1 t?* II c yt`.J�ESiU (I UZ Gr M) 8X4f 12X12 5" (69 CFfvj) (164 CFM) . �_u_ .. ..... ..._ " pal O .... C11 O �,�.�. k' T i _ ` K A LIVING ROAM 2K 8X8 92" 8X8 (912 CFN (101 CFM) n 6 a � � �k\ y � 4 11.' t 7OOM 6" 1[ (113 MAM armulr DO NOT SCALE DRAWINGS. WITH ANY QUESTIONS ENGINEERING LICENSEE ®4�ffi�- Rtl p . ' Yyyy v fpR'jf�� ` pa z r h (3)-#1 THHN W/(1)- #6 IN 2" CONDUIT TRADES TC \ND CONDt SERVICErAt > OTHERWISI REQUIREMEI FORK NIECES LT )THERWISE LLING I RIES, DI OR SIMI 150A ECT l T2 uF Ot ELE CALL' x M� DESCFt N i r y3�. INGLE POL� a HREEWAYi ' SH BUTTON' ; �••,, Y* qq +. U_PLEXRECEPTA I i .k THE;' a� xk 220V OUTLET OF s LIGHT FIXTURE F q��WA MOUNT LIGHT FIXTURF -- PULL CHAIN LIGHT T 1��Y NS,' 4+� ursFsce+r _. 4' FLO PRESCENT LIGHT FIXTURE LA tMNt 14040 ; _ EXH AST FAN/LIGHT COMBO - E @ ®Farms �OEI ING FAN/LIGHT COMBO r>> DISCONNECT SWITCH -��..""� SMOKE DETECTOR .' r ® COMBINATION SMOKE/CARBON MON. DETECTOR GROUND FAULT PROTECTION r 'WEATHERPROOF Miy0W DW '�fYYi DISHWASHER. RANGE Wk- TED" BELOW COUNTER :*, .. ......... E p, r 1 k DRYER F ?; lti p* d^ •at;ifi '.mr�'." ... ED GROUND h CU e�, WON SEWER GRINDER (PSL COUNTY) 1920,d 7 3,000 GARAGE OUTLETS n MISCELLANEOUS SUBTOTAL (WATTS): 43,347 WASHER{' + i' KITCHEN. SM. APPL. #1'3 M "�rv�'Yi-.+4 a4.Yi4K . e k, 4it �$ Ft tY ha � tr h�F�kX.�f ZE'4Y� • ®� / , 11 a a , " ?USHWASHER I.. I,ATIN6 GARAGE HTING, KITCHEN fi ,r ._ ING • BEDROOM #1 t aBEDROOM BATHROOM P vws `C wr. ' VP! CFI* i a e D Rkr Wrh'` f;x �bR-, Em