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HomeMy WebLinkAboutBuilding PlansDRAWING 1. EMEND_: # 1 5ITE PLAN # 2 FIRST FLOOR FLAN 3 SECOND FLOOD' FLAN 4 FRONT 4 REAR ELEVATIONS # 5 SIDE ELEV ATION5 FIRST FLOOR ROOF FRA4 VNG FLAN # -I SECOND FLOOR ROOF FRAMING FLAN # 8 UJALL SECTIONS # 9 ROOM FIN15H SCHEDULE 4 DETAIL5 I O INTERIOR DETA IL5 # I I FIRST FLOOR ELECTRICAL FLAN # 12 SECOND FLOOR ELECTRICAL FLAN # 13 FIRST FLOOR H,V.A,C, FLAN # 14 SECOND FLOOR �4.V,A,C, FLAN :::lLAN5 F'ROYIDFD BY. C 5 M ENGINEERING - # 5-1 COVER SHEET, NOTES 4 LOCATION MAP # 5-2 FIRST FLOOR FOUNDATION $ SLAB PLAN # 5-2.1 FOUNDATION SECTIONS $ DETAIL5 # 5-3 FIRST FLOOR WALL 4 COLUMN FLAN 5-4 SECOND FLOOR CONCRETE $ RE-5AR FLAN s 5 4 1 5 E F - 6' MAX POST: 2" X 4" P.T. OR 2 1/2" ____\ MIN. DIAMETER WOOD= STEEL 1,33 LBS. FT, MINIMUM I I OPTIONAL _, 20' / PRINCIPLE P06T POSITION POST v (CANTED 20' TOWARD FLOW) POSITIONS t FILTER FABRIC (IN CONFORMANCE W/ -FILTER FABRIC SEC, 985 FDOT SPEC,) SILT FLOW &ECTION - COND Loon IIE/_=�T14L DECK'L,AN\ # 5-4.2 SECOND FLOOR EF'ICORE SHORING PLAN 5-43 EFICORE STANDARD DETAILS 4 NOTES -- - - ljow 4 S-5 MISC. DEVILS SECTIONS ELEVATIO ADJACENT HOME FINISHED FLOORELEVATIOND SILT FENCE 1,/ETAI a �,�... — -..�"' N �n _...�— INDICATES SILT -FENCE ...► r + O OAK TREE SEE DETAIL TH15 SHEET ,. rr'"" N 0..r0 dr _irl — r - ♦ I\\ 1 ! Mal ...► F --------- El - _EQ SAND SET PAYER POOL DRCK L - - r / 0110 — POOL 4 SPA UNDER SEPARATE PERMIT AlL — --- — -- d SAND SET PAYER DRIVE -WAY cn I I 1 00 _ * 4, 3' N.A.V.D, 1 FINISHED FLOOR ELEVATION BURIED L. P. GAS TANK UNDER SEPARATE PERMIT �, r..•�- "' �r OAK TREE 0 s 1 1 \Q� !Lo Lb 1 t-I-I cn Lu u. m ! O � cs) o lu n !a n O z O ! Q-- 44 FINISHED GARAGE FLOOR ELEVATION _ I - - - - - - - - - I , - - -- --------- ---�1 �� } '� i n - - - 0 d � .�..� .�..... _.w.. ...� �.._ �.... .�.._.. ,�_ ..� ...�... ..�.®. ...�.. �._ ... ...�._ fir.... �.. '� r 11�1) EMERGENCY GENERATOR \\� UNDER SEPARATE PERMIT o cn - 1 Q cJ N c-a S, 44 DEG, 41' Ca" WEST 213,46' \\� 7 1- It E L I/acio EXISTING MUNICIPAL WATER 4 SEWER ( VERIFY LOCATION IN MELD ? P,U,D, ZONING CATEGORY PROF RTC' DESCRIPTION LOT K HARBOR RIDGE — FLAT NO, 2 1 ACCORDING TO THE FLAT THEREOF RECORDf=D IN FLAT BOOK 3 2, PAGE 2 2 A, PUBLIC RECORDS OF ST, LUCIE COUNTY FLORIDA ADJACENT CONDOMINIUM GARAGE 10. 5' N.A,V.D, FINISHED FLOOR ELEVATION SITE INFORMATION TAKEN FROM A SURVEY PREPARED BY KARNER SURVEYING, INC. JOB # 2012-16 DATED 20 JAN 2021 FEMA FLOOD ZONE " X it ,�r°�ftuurr�„ 00 9 oo�a ''fir 4Dr rCSY1 r ��,� o � r U Q r 0 U CL w A rm DJ§trjK Wr Alh s+� <�'� ..0 �ru n ju a 21105 13 MAY 21 OF FOURTEEN MA NAH 10 O" 2W 149'4' 5"4" 48'B" 5'4" 29'8" 4'0' 9'8° 5'4" 34" i€'O" 3.4" GAPE I 30" lb" Wx 16" / ( j GLASS POOL RAILING Ell LE�j I WAL.� J�FaEND ! \ 36" 24" 12" 24' f v I m ® PROPOSED 2" X 4" FRAME WALL H1� =RtS ® PROPOSED 2" X b" FRAME WALL cD - GQMP_ -TOTO 4 1--.----- __ ! .� fl T�ItO ELEc' f b" / re I ® PROPOSED 2" X 8" FRAME WALL TANK GAI5 \ 6'l0 " OIL. '�° 11'4jii" \ Ib'4" I PROPOSED 2" X 4" BEARING FRAME WALL WATER EA R W. 0 C B T I } �R ��f ,I.C. E ! I HAMMOCK r� PROPOSED 8" C.M.U, WALL 2'8"X8'O" ! ♦ I oto I / PROPOSED 2" X 6" BEARING 5PR G FRAME WALL _ p TALL AI 3O" X 36 m RI t S 4 ! T PROPOSED 2'" X 8" BEARING FRAME WALL O x W/ RO €SLAND O _ UP DO 1 � I _ WARDRO E OWNER6 ' Li_ ATE 1 I SWIM - R OUT, HEAD x #f I AATTICCCESS I € O - I O'-9" S PfD TRAY CEILING ! ! _PANEL j 60" X 48" FRAMELESS RRO AB' 2'B" X 8'O'� 5440E RACK / / / _ GLASS\SWOWER / ; / - / I I ENCLOSURE OE MOUN V OWNER 5' C_ DECK TUB BATIK i ! x 8'0" v ! O C" s �. > OE € / 1 _ 1 1 k'RO 3,0"X8,0" / O - HERS % p y�I Il /w I it et / � { ] R `� ��v . \\ 1' 1 I �f I/�....._ c Toro f c B'T I 1€'846" a'o" swim �\ O _ - - - < m * Q OUT £LEG. v A`�' roll / u Qoa -R 45 � HOM OFF1G - 1 alaT__-P A R K I NG m o / 8' X B' PAINTING 0 BY OWNER _ , FAMIL PHOTO - �A Y UYERED O ! co o 30" HT_ VANITY 8'O" X 10'8" 12 CEILIN HT. `n ! _ S" WIDE 36° (b" 36, �" WOOD O 1 ! I PROVIDE DECK-0-0RA1N m sv, g'S'' 3,4" CASED I I \ 1 BETWEEN HOUSE 4 POOL MOTOR -COURT - 40 ' 4_... - I 4 v ! �€ I 10 0 B'O" I 14ER CART i 1 1.. BIKES - ----- - � I I ; - _--- _ 1 r I � 1 I j1 a ELECTR€C METER 2'4" To., THREE BAY GA._FALa i I THR D - I THREE 1 - - - 6" STEPS 1111NIIlfINlliIIllNlll i 14�t ; 30" WiDE PULL .DOWN STAIR UTILITY RELOCATED FROM �.___--- -- - SINK THE EXISTING HOME — 1 O' WORKENC+4 ASWER ;DRYER VENT DRYER IRRIGATION THR`L^ TO EXTERIOR TIMER SOX t EMERGENCY GENERATOR I 23'4" 41'O" SPILLWAY POOL INTO POOL 2 O' X 4 O' PORC H OPENING I- T20" SHUN I 1- PROYIDE R OOF GUTTER t DOWN- POUTS, 6 POOL swim DECK AREAS OUT 1 2FPENCin �,_ ®IrN EE N X �/ NT Y A N A _0 _. __ A.3 FIR.__ E �ASLE __..___- , xT FOYER 25'0 26'4" Qu 1 2' CEILING HT. I d' I `� THR' FH " i I � " " " � • �� lay .� wit �i j •wfi__&.1 ROLL DOWN RI • ♦ I( Ir - INSECT SCR EENS MA, AWURRICAN: \\'�'A�1,Q1\_'��'�II. ►VVVV``i��I� �AI`��"�.di: I �rr�r■ O �iit _ - i REF, 5TA1 5TA1R DATA: o - - - v 2 4 RISERS 6 1' t'�EpIA ROOM BAR � ae" I 2 3 TREADS fit € €" W/ 6' TALL V � E" NQSNGS GEODE ROLL DOWN 4' 6" X 2 2' 6" SNK E I E T I { N1G. } ! 1 u J� - 4 INSECTHURRICANE SCREENS INSECT SCREENS ! � i HURR€CANE 4 HURRICANE / ! p - 2'2" �n ! M 9 ca '\ NON * I SHUTTERS SHUTTERS / v s IR r-� 5 ep B TTLES X \ ('J IMPACT - I - - 0 4,8a X -1 RATED i INNING I X ILA '-- BRO M RAGE ', 12 TO 12-5" ! f 4 MO -- - - U ER TH$I Oir, I ! STEPPED TR Y ! / CAB ST Rs 1 I COFFEE PORCH 1 22'6'h" 11,51/41, 1, a 8 VATO8'8" BAR✓ �,13Q„ I "p ! 14' 8" X 15'�B" r 1 o f 1 LAUNDRY I NTD Elq "ZERO" CORNER o OE SINK I 1 I� i-I O' x 1 I'-5" T EX 10 `^ ! I ! 8'W X I O'H SIGD. L ! I l f 1P I O FOLDING COUNTER (� i -ROLL C - - - - - - - - -- _.. I ' ! INSECT SCR ENS * ART NICHE J 4 HURR (PAN 3' 'X8'O" 2'8"X�'O" _ _ _ 0 8" WIDE p 8" WIDE I - - _. _ _ I- SACK HALLoOD OF I x1 I `G1JOA D FAMILY f FOYER XI 1 WOODED WATERFALL EDGE I ! I I \ ! 1 z r d I I I I ON ISLAND Lo D fl OPENING s OPENNC: II — DOO 2'8" FIVE TALL KEY DROP LL 3b° 1 } I ! 1 a \ O SHEL O CAS vCABINET AB DOOR- �� \ I--- BAERRECR4S MI ---- ----- _ ___________1;COATI-� ING PD GN 1 13'-0" HT. CEILING P R IF °�+'fE 48" woLfrGA5 36" HT I I I ! I I W/ SPACE HEATERS i ROLL SS77ff p �, INSEC OCRNS - ` M UT S I PANT T A RAxCsEW/ _ _ ISLAt1L� i GREAT-_L_ _0 F FOUR CEILING 1 b W,I.C, � EXH € OOD 12' TO 1 2 F3' COFFERED CLG. HT. I 1 ! ! ♦ HEATERS 4 HIRR t A TA SINK ABOVE 51N�/ DISP. ! ! ! € 1 ! i , I swumS - x# T O �1 W/DI P. I 0 co wlPlf 1 16 4" _ L CHILLCOMME C€ L DAD I ! I I v O 3'Ix. PROY€DE POT 3'D3'4"12'lO" S7AMD54,€I:" m 5O i4tya15Diw FILLER �J_ _ _ __ - __ _ - I (_ -. - - - .-- - _- -- Ij I 1 42' G�18 GRILL 4' ' X 6'0" MACH i �. 0 ' ! I I { DOE RH THR'R I j W14B EXH.HOdD am �/ SINK 4 LIGHT 1 GLASS m STEAMER TOP KITCHEN I 11 I ! - O �� x 3'O'X8'O" 1 I - DOOR M/W MIDDLE 12� CEILING HT. I I ! - FLAT SCRN TV Rom• ATH # rWO NON WARMING DWR- " " " I ° " O ® BEK € IMPACT ✓ BOTTOM —5 -0 4 -0 5' O 4' O 5'-0` 5'-0 5'A° 5 -0 Q " fr o BEDROOM # TWO m ! ! I i f3 WIDE ! 1 _- I i 1 X WOOD MIRROR`:Q`I/ - 30" HT. E&K - - -- 34'° - - _ }- - 4 OPEN NG �� \ FREEZ. REF. A l v ATE '12' FLAT SCRN Tv ABOV VESTIBULE I N l2° 63'° 26' �" 60" 50" 5' X 2' FIXED 5 X 2' FIXED 5' X 2' FIXED V X 2' FIXED m O GABANA EG ESS TRANSOM WINDOW ANSOM WINDOW TRANSOM WINDOW�13 1 o TRANSOM WINE OW 5.8" O x 11 ATH $'Q " I EQUIPMENT "n 'C B YE A/C OVE ABOVE ABOVE € POOLtSPA M _ _ _ _ _ _ _ 5 X8 - ONE I TPRE WA R-HEATER _ - - - - - - _ - LINEAR GAS FIREPLACE BELO - - - ! I JJ / 1 36 63' I I ! 6'4" 9'0" 149'4° 19'8" 34'8" OV DE RECE 5ED SHADES PROVIDE LUTRON LIGHTING PROVIDE FLAT CONCRETE TILE ROOF "ROVIDE WINDOWS WITHOUT DIVIDED LITES 'ROVIDE EAVE LOOKOUTS 3/13p11 z I' O" FIRST FLOOR LIVING AREA j SECOND FLOOR LIVING AS TOTAL LIVING AREA VERNADAN, LANAI 4 PORCH GARAGE HOUSE TOTAL AREA GARRET ATTIC STORAGE 15'4" II'O" POOL RAILING VANISHING CATCH EDGE POOL BASIN POOL RAILING POOL RAILING WALKWAY TO NATURE TRAIL E! F Q u oe Ci u c Q W (� C.n � lu fy- U CD ul a �!U1@1®1a8 2 1 JULY 2 1 21105 FLAN_ 13 MAY 21 4 3 3 2 �\�ttSIDlluttr2Dr1�?7� 1 450 0 7 ?Q& 5 1 8 2 1 31 O�� �. �� erg 1 046 ��' sd � OF FOURTEEN 8 1 .38 SQ. FT, 41 6 $0. FT. 0Q �raAr Vt[Sntiv' �!U1@1®1a8 2 1 JULY 2 1 21105 FLAN_ 13 MAY 21 4 3 3 2 �\�ttSIDlluttr2Dr1�?7� 1 450 0 7 ?Q& 5 1 8 2 1 31 O�� �. �� erg 1 046 ��' sd � OF FOURTEEN 8 1 .38 SQ. FT, 41 6 $0. FT. 0Q �raAr Vt[Sntiv' -----' GFNERAL NOTES= * CONTRACTORS TO VERIFY ALL SQUARE FOOTAGES # CONTRACTORS TO VERIFY ALL INTERIOR BEARING WALL PTG• W/ TRUSS MANUF. * CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES AVAILABLE AT SITE BEFORE PROCEEDING W/ CONSTRUCTION f CONTRACTOR TO HAVE CERTIFIED FLORIDA SURVEYOR LAYOUT BUILDING ON LOT TO ASSURE NO SETBACKS OR EASEMENTS ARE ENCROACHED * REPORT ANY DISCREPANCIES TO DESIGNER BEFORE PROCEEDING W! WORK DUROCK SHALL BE USED IN ALL DAMP LOCATIONS, IN ALL WALLS WITH TILE PROVIDE PLUMBING ACCESS PANELS TO ALL SLIP JOINT CONNECTIONS A/C UNITS} SHALL HAVE AN SEER, OF Ib OR BETTER WINDOWS SHALL BE SINGLE HUNG W/ WHITE FRAMES 4 TINTED GLASS $ PROVIDE EGRESS WINDOW UNIT ) ALL SLEEPING AREAS A6 F.BL, 2020 REQUIRES TEMPERED GLASS TO BE USED AT ALL HAZARDOUS AREA6 (F.B.G. 2020) EXTERIOR DOORS $ WINDOWS SHALL BE CERTIFIED FOR RESISTANCE TO LOCAL WIND PRESSURE AS REQUIRED BY F$L. 2020 - 110 MPH WIND LOAD * ALL BATH ROOM WALLS SHALL BE INSULATED # ALL LUMBER IN CONTACT W/ CONCRETE OR MASONRY SHALL BE PRESSURE TREATED * ALL STRUCTURAL FRAMING TO BE HEM FIR 02, SPF #1, SOUTHERN PINE 02 OR APPROVED ALTERNATE W1 fb-1000 P.S.I. MIN, - NON - STRUCTURAL FRAMING MAY BE SELECTED SPECIES - "STUD" GRADE * PLUMBING FIXTURES FLOW FLOW PER COUNTY ORDINANCE) * DRYER VENTS NOT TO EXCEED 25' FROM DRYER TO WALL OR ROOF CAP, INCLUDING ELBOWS PLUMBING AND DRYER VENT STACKS TO PENETRATE REAR ROOF PLANE OF BUILDING 1 I 1 L— 1 Y' 1 7�. L- -_� --- in d iv I a� 14'-4" X 2 8r-4" — 14'4" 2'0" 12'4" 2W Iva --- -- -- -- - - -- FRAMELESS G 944OWER ENCLO - -, - / E 1 1 i ♦ I f 1 I 4 X " ♦ T H o# fro ►{ a� I 1-17 I � R a W.1.G. I E X # FOU I r I ! ♦ ♦ R S STAND i ( 8" WIDE —7 I I WOOD I CASED I I 14 OPENING I I PROVIDE4 DOWN POUTS 9 POOL DECK AREAS I ! I I EGRE I I I I IBEDEDOIM ## FOURI r I 13 0" I I i 1 .--—— — —--— — — — —_—----— — — —— —— / STAINLESS STEEL �" 1 ♦ / GABLE RAILING ;l. \ \ A D Ai " . ♦ B \ / / T2" FLAT SCRN TV O 1PIEEN TO . 36 HT. � \ / \ I I BELOi� I RALING ` 1 \ COFFEE TA1 ! I ! I I 6AR / \ \ T RETREAT W — I / / NIP CATHEDRAL CLG bN NON IMPACT N I RATED / I♦ I o — I ART NICW $Ut — 3'3" 4'ABTy"OR'p pQIIII _._6'p_._" —�2°'1 R-p.�" ♦\If P \H, OXINE 14'X 16'-4" \\ {II1 — co RAILING I IiII FF Fiv SHELVES0 FOUR \G-A15LE SS STEEL II,� I'-------- — — ts RES z xe g" i ,GEI �WTSUITCASEi —O AG STAND 4'0$ TITI /W.I , o E FOUR SHELVES I I I � 0 T rrtw�rrrrr I XQ I I STOP RS IL j i I I I / MIRR i B�[)ROQM # THE I I I I / r XO L ! ,BATH / TiliREE ' I 1 FRAMELESS �s Ass " X 49" SHOWER EcNC1-09URE 0,xf6p O ♦ I bb° 14'411" \ I 1 I I \ I E I f / 36" 24" E " 50" 30" 50" ! / EGR ESS \ I B'B" 3'0" 5,6" 9,10" 3'0" 5'0" 13'8" 22'0" WALL LEGEND © PROPOSED 2" X 4" FRAME WALL "' PROPOSED f X 6" FRAME WALL PROPOSED 2 K 8" FRAME WALL �01111 PROPOSED f x 4" BEARING FRAME WALL PROPOSED a C"Ji WALL ® PROPOSED i :�t 6" BEiARING FRAME WALL / ® PROPOSED Y )� g" 5EARING FRAME WALL 3/16" = I`-O" `4( All •549 R � r n G--- PrLq � 3� 1�39D ^ b O Q9 m r I"Lie rT3--JU—Ly 2 1 21105 ----------------- 13 MAY 21 OF FOURTEEN RNA oM R EAR E L E v A T I a N 3/16" = I'-0" HORTW-EAST WOOD BASE 8" THICK EPICORE FLOOR 5/8" DRYWALL CEILING \y ONE PIECE CROWN MOLDING FRAME DOWN CEILING 8" Q PERIMETER OF FAMILY ROOM (W WIDE) TWO PIECE CROWN MOLDING U2' DRYWALL ON I" X 2' P.T.— FURRING ON 3/4° RIGID INSULATION R-5A GREAT ROOM SEE FOUNDATION PLANS PREPARED BY C S M ?" X S" P.T. LEDGER ATTACHED TO BEAM W/ I/2" X 8" WEDGE ANCHORS 6 32' O.C. HIOA TRUSS HANGER W/ S - IOd X I I/2" TO TRUSS 4 9 -10d X 1 1/2" TO PLATES I I CONCRETE FILLED PRE CAST LINTEL W/ I YS BAR CONT, 8' W X 24" D CONCRETE TIE BEAM W/ 6 05 BARS CONTINUOUS 4.3 TIES 18 16' O.C. CONCRETE FILLED PRECAST LINTEL W/ 105 BAR CONT. ) O' HT. "ZERO" CORNER IMPACT RATED SAI). SMOOTH STUCCO SIDING ON S" X 16" CONCRETE BLOCK W/ 4 POURED BLOCK CELLS 6 32' O G. MAX. 4 AT ALL WINDOWS, DOORS 4 CORNERS W/ I - 05 BAR DOWELED TO FOOTING 4 HOOKED TO BEAM NOTE= BOTTOM OF ALL FOOTERS SHALL BE MIN. 12" BELOW ADJACENT GRADE 6" STEP DOWN W/ SAND SET PAVERS O GATHERING PORCH SLOPE--- S! A �. VISQUEEN VAPOR BARRIER ON WELL -COMPACTED, POISONED SOIL 2500 P,S.F. SOIL BEARING GATHERING PORCH ATTACH 2" X 4' P.T. LEDGER W/ #10 X 3' LONG TAP CON SCREWS 9 32' O.C. 12" W X 16' D POURED CONCRETE TIE BEAM 1916 05 BARS CONT. 4 03 TIES 6 16' O,C. SMOOTH STUCCO SOFFIT ON WIRE LATH ATTACHED W/ I W' STAPLES W/ 3/4' CROWN W/ T" SPACING MAX ON TYVEK 4 3041 FELT r1/8" SMOOTH STUCCO FINISH ON 16" X 16" CONCRETE FILLED COLUMN BLOCK W/ 4.05 BARS VERTICAL SAND SET PAVERS SEE FOUNDATION PLANS PREPARED BY C S M A 4 GATHERING FORCH 5ECT(ON 3/SII = 1'_0,I (SORAL FLAT CONCRETE TILE ROOF ON DO, ROOF UNDERLAYMENT SYSTEM 6 ON 5/8' GD X. PLYWOOD ON PRE-ENG'D WOOD TRUSSES 4 1/2' ►+EEL •12'-10" 0 o BEARING HEIGHT 12' DEEP X 48' WIDE FORMED 4 POURED CONCRETE FOOTING W/ TWO LAYERS OF 45 BARS 0 8" O/C EACH WAY 2.9" 2'-9" ,�) 011,-6' �jBEAM BOTTOM *10'-4" BEAM OF SHUTTER BOX 10' WIDE X 4' DEEP ROLL DOWN SHUTTER 4 INSECT SCREEN BOX PROVIDE CONCEALED SHUTTER 4 INSECT SCREEN GUIDE PROVIDE ACCESS PANEL TO SHUTTER BOX FROM INSIDE PORCH +3'-8" _ STUCCO TRIM BAND 42" HT. TEMPERED GLASS RAILING a/- O' - O" (13.0' N.A.VD) FINISHED FLOOR LEVEL -} - O' - 4" TO PORCW 0 8' X 8" FORMED 4 POURED CONCRETE WALL / SLAB CAP W/ 2 - 05 BARS CONTINUOUS CONCRETE FILL ALL CELLS W/ 06 BARS 6 16" O/C 5'-O' MAX. WALLHT. 1'-3" I IBD' N.4.VD.*/- -o—e- -b—,a- -.5—a- .s_g-...o_M '=� = o v ! `@ IL Ir ,p� p SP Y7 1:131P @1AIy �7 A 4 ''�Imtr�ILmlti�`�® w Z f -- I isavI@®m QE2 1 21105 13 MAY 21 Z- OF FOURTEEN 2" X 8" PT WOOD BUCK ANCHOR TO 8'-0" HIGH DOOR 5/8" X 6" SLEEVE ANCHORS STAGGERED ITT RAMSET / REDHEAD OHN-3830 OR EQ, SPACED 45 REQUIRED BY MANUF, AT EACH SIDE eAI\A(�;E pooR ANCt4OF D ,4 1 1/2" = I, -Olt 3/16" = 1'-0" SOUTH-EAST 4 4 4 HEAD 0 4 8" X 16° GONG, BLK, 1/2" DRYWALL 0 ° 4 � o� 1" X 2" PT, FURRING 5/8° LITE TEXTURE o STUCCO A `D o 5/8" STUCCO RIGID INSULATION 1 CONCRETE TIE BEAM W/ 4 -5 ,�_ BARS OR PRE - CAST LINTEL POURED CONC. BLK, a e 2" X 4" PRESS, TREATED CELL W/I#r55AR o'.a, day SEALANT PT, 2" X 8" WOOD BUCK ANCHOR EACH JAMB , P, HEAVY DUTY VINYL TO CONCRETE 4 CONCRETE BLOCK W/ 3116" DOOR CA51NG W! IMPACT RESISTANT TAP CON5 6" FROM EVERY CORNER 4 12" O,C. GLASS (TYPICAL ON ALL 4 SIDES OF WINDOW)-- CONC. SILL - FIR JAMB SEALANT 3/16" TAP CONS THRU ALL HOLES W/ 1 1/2" SEALANT �� -•_-,- ALUM, THRESHOLD WASH - MINIMUM PENETRATION INTO BLOCK MARBLE SILL PT, 2" X 8" WOOD BUCK ANCHOR ° 4 POURED CONCRETE SILL W! BRICK MILD, TO CONC, 4 CONC, BLOCK W/ HILTI 0 0 4 L1 10 5 BAR 1 3/4" SOLID CORE PIN D5 ,111 DIA, 1 1/4 PENETRATION e 16" O/C MIN, OR 1/4" TAP CON DOOR A SCREWS r1a 12" O/C SILL. LUINDO.W DETAIL 11 1 1/211 = 11-0 WINDOW5 $ DOORS SHALL BE FLASHED W/ VULKEM 116 BY TREMCO (OR EQUAL) FOR 5EAD5 AROUND WINDOW, THE SEALANT SHOULD EXHITIT A MIN. SURFACE CONTACT AREA OF 1/4" INTO SUBSTRATE E - ----- --V�I • UJINE) LOAD INFORMATION CODE EDITIONS, 2020 FLORIDA BUILDING CODE CHAPTER 6 OF ASCE 1-1 6 BUILDING DESIGN ENCLOSED ULTIMATE DESIGN WIND SPEED: €10 MPH NOMINAL DE51GN FIND SPEED 132 MPH RISK CATEGORY, II INTERNAL PRESSURE COEFFICIENT: EXPOSURE CATEGORY: " D WALLS (ENCLOSED)- 63 P.S,F, IMPACT PROTECTION- IMPACT RESISTANT DOORS 4 WINDOWS COMPONENTS 4 WALL CLADDING- MEAN ROOF HT, = 30' ZONE 4 ZON 5 10 SQ, FT, _ + 52D ! - 56 P S,F. IO SQ, FT, = + 52 / - 10 PS F, 20 50, FT. _ + 50 / - 54 PSP, 20 SQ, FT, _ + 50 / - 65 P 5,F. 50 $0, FT, = + 41 / - 51 P,5,F, 50 SQ, FT, = + 41 / - 5S PST-, 100 SQ, FT, s + 44 ! - 49 P S,F, 100 SQ, FT, + 44 ! - 54 P,S,F, ROOF ZONES AREA 150 M,P,H, 160 M,P,H, 110 M,P,H, 1 10 + 18,1 / - 4018 + 20k ! - 46.4 + 233 / - 523 20 + 1510 / - 40.8 + 11.8 / - 46.4 + 20,1 / - 523 50 +123l-315 +14.0 35.8 +153l-40A 100 +100l-24Z +11.2/-21.6 +€2,1/-31.2 2 IO + 18,1 / - 53,€ + 2010 I - 60A + 233 ! - 662 20 + 15,6 / - 41.9 + I-IZ / - 54,4 + 20.1 / - 61B 50 + 123 / - 40,9 + I4,0 f - 46 B + 15,9 l - 52 5 100 + 10,0 I - 35,6 + 11,2 / - 40.5 + 12,1 / - 45,1 2 r 10 + 18,1 / - 531 + 20b l - 60r4 + 233 / - 68.2 20 + 1510 / - 41,9 + 11,8 / - 54,4 + 20,1 / - 61B 50 + 123 I - 40,9 + 14,0 / - 46,5 + 15 3 / - 525 100 + IOA I - 35,6 + 11,2 40B + 12,"1 / - 451 2 e 10 + I8,I / - 512 + 20,6 / - 65,1 + 233 / -13,5 20 + 15b / - 51B + 11,8 I - 58,6 + 20,1 ! - 66,1 50 + 123 / - 43Z + 14,0 I - 49,9 + 15,9 ! - 563 100 + IOA I - 38,1 + IU 433 + 12,71 48,9 3 10 + 18,1 / - 51.2 + 20b / - 65,1 + 2331-13,5 20 + 15fo I - 51.5 + IU I - 58b + 20,1 / - 66,1 50 + 123 / - 43,8 + 14,0 I - 4133 + 15.9 / - 563 100 +10.0I-38,1 +112/-433 +12,1/-483 LU 0 z ul CA n Lu N 0 OL 0 ff IL r-� a ruin w L� 1� _A >x d LL z 0 !11 73 J 'cf3 21105 12 MAY 21 OF FOURTEEN RNA oW 150 160 M,P,H, 110 M.P,H, N74ILING SCHEDULE ITEM NAIL -SIZE EDGE SPACING FIELD SPACING NOTES 5/8" CDX ROOF SHEATHING 8 d 4" O.C, 4" O,C, 4" O.C. EDGE 4 4" O.G, FIELD WITHIN 4' OF ROOF EDGE 5/8" CDX ROOF SHEATHING 8 d 4O,C, 4" O,C, 8! - 0" FROM GABLE END ROOF EDGE 5/8 CDX ROOF SHEATHING 8 d 3" O,G, 3 O.C. 3 O.C. EDGE 4 3 O C_ FIELD WITHIN 4' OF ROOF EDGE 5/8" CDX ROOF SHEATHING 8 d 3" O,G, 3" O,C, 8' - 0" FROM GABLE END ROOF EDGE 5/8" CDX ROOF SHEATHING 8 d 3" O,C. 3" O,C, 3" O C. EDGE 4 3" O,C, FIELD WITHIN 4' OF ROOF EDGE 5/8" CDX ROOF SHEATHING 8 d 3" O.C, 3" O,G. 8' - 0" FROM GABLE END ROOF EDGE 1/2" CDX WALL SHEATHING 8 d 6" O C, 6" O,C, 3/4" T 4 G FLOOR SHEATHING 10 d 6" O,C, 6" O,C, GLUE ALL PLYWOOD (PL400 OR EQUAL) STUD TO 2 X 12 HEADER I6 d 3 PER HEADER PLY BASE SHEET NAILING 6" O.G, 18 4 II" ROOF SHEATHING USE RSRS 04 (3" X 0,120" ) ALL NAILS TO BE GALVANIZED I ANC�4O L ND MARK OAlLOWED MAXIMUM U LIFT 6IMP60N MODEL NUMBER QUANTITY, SIZE 4 TYPE OF ANCHORAGE REQUIRED I I A 1 8 1 0 HETA20 12 -10d B 1000 MT620 14 - IOd l 14-10d X 1/2" C 1000 MT512 14 - IOd D kP95O HGT - 2 2 - 3/4" ANCHOR TO CON,, I6 - IOd GIRDER E I 530 HGT - 3 2 - 3/4" ANCHOR TO CON„ I6 - IOd GIRDER F 00 FGTR-DBL 36-SD5 1/4" DIA X 3" IN GIRDER 1 FOUR I/2" DIA X 5" TITEN HD TO WALL TO TRUSS CONNECTIONS PER TRUSS MANUFACTURER AL BRIDGING PER TRUSS MANUFACTURER I `(3T Is n ALL MEMBERS ARE ANCHORED TO CONCRETE BEAM W/ SIMP50N HETA20 UNLESS NOTED OTHERWISE ON LAYOUT, ❑ ALL MEMBERS ARE ANCHORED TO FRAME WALLS W/ SIMPSON [MTS20 UNLE55 NOTED OTHERWISE ON LAYOUT, ❑ VERIFY UPLEFTS WJ TRUSS MANUFACTURER BEFORE INSTALLATION OF CONNECTORS ❑ THIS LAYOUT IS FOR BEARING DETERMINATION FEASIBILITY 4 ARCHITECTURAL AID TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS 4 ALL TRUSS 4 HEADER ENGINEERING ❑ ALL TRUSS STRAPS, ANCHORS, TIE DOWNS, ETC. MUST BE VERIFIED W/ WIND LOAD 01=PnOTA PialnD Tn IKJArAI I ATInM BELOW WITH SIMPSON *MT512/ ONE AT EACH END OF NEW RAFTER DRILL EiOLE INTO EXISTING PLYWO, qD AND ATTACH TO TRU$&r'ELOW a o� Ik9vI- 1�Iig 21105 12 MAY 21 OF FOURTEEN r-- RELY. mW CVERFFA�IING ANC )R DETAL III ^ I[ -oil 60 M.P,H, I60 M.P.H, 170 M,PA, NA IL.ING; 5GHEDULE ITEM NAIL SIZE EDGE SPACING FIELD SPACING NOTES 5/8" CDX ROOF SHEATHING 8 d 4" O.G, 4" O,G, 4" OZ. EDGE 4 4" OL. FIELD WITHIN 4' OF ROOF EDGE 5/8" CDX ROOF SHEATHING 8 d 4" OL, 4" OL, a'- O" FROM GABLE END ROOF EDGE 5/8 CDX ROOF SHEATHING 8 d 3 O G, 3 O.C. 3 O-C, EDGE 4 3 OL, FIELD WITHIN 4 OF ROOF EDGE 5/8" CDX ROOF SHEATHING 8 d 3" O.G. 3" O.G. 8' - O" FROM GABLE END ROOF EDGE 5/8" CDX ROOF SHEATHING 8 d 3" Oz. 3" O,C. 3" O,C, EDGE 4 3" Q.C. FIELD WITHIN 4' OF ROOF EDGE 5/6" CDX ROOF SHEATHING 8 d 3" O C. 3" OL, 8' - 0" FROM GABLE END ROOF EDGE 1/2" CDX WALL SHEATHING 8 d 6" O'C. 3/4" T 4 G FLOOR SHEATHING 10 d 6" OL, 6" O.G. GLUE ALL PLYWOOD (PL400 OR EQUAL) STUD TO 2 X 12 HEADER I6 d 3 PER HEADER PLY BASE SHEET NAILING 6° O,C. �41 ROOF SHEATHING USE RSRS 04 (3" X 0.120" } ALL NAILS TO BE GALVANIZED ANCHOR LEGEND MARK OA M U XIMUM LOWED LIFT 5IMF5ON MODEL NUMBER QUANTITY 51ZE 4 TYPE OF ,4NCNORAGE REQUIRED A 1810 HETA20 12 - 10d B 1000 MT520 14 -10d / 14-10d X 1/2" C 1000 MTS12 14 - 10d D 1(P980 HGT - 2 2 - 3/4" ANCHOR TO CON, 16 - 10d GIRDER E 10530 HGT - 3 2 - 3/4" ANCHOR TO CON., 16 - i0d GIRDOR F 400 FGTR-DBL 36-805 1/4" D1A X 3" IN GIRDER FOUR 1/2" DIA X 5" TITEN HD TO WALL ALL TRUR O TO TRUSS CONNECTIONS PER TRUSS MANUFACTURER ALL LA RAL BRIDGING PER TRUSS MANUFACTURER NOS" o ALL MEMBERS ARE ANCHORED TO CONCRETE BEAM W/ 51MPSON HETA20 UNLESS NOTED OTHERWISE ON LAYOUT, o ALL MEMBERS ARE ANCHORED TO FRAME WALLS ill/ 51MP50N MTS20 UNLESS NOTED OTHERWISE ON LAYOUT. o VERIFY UPLIFTS W/ TRUSS MANUFACTURER BEFORE INSTALLATION OF CONNECTORS • THIS LAYOUT 15 FOR BEARING DETERMINATION FEA611BILITY 4 ARCHITECTURAL AID TRUSS MANUFACTURER 15 RESPONSIBLE FOR FINAL LAYOUT, SPANS 4 ALL TRUSS 4 HEADER ENGINEERING o ALL TRUSS STRAPS, ANCHORS, TIE DOWNS, ETC. MUST BE VERIFIED W/ WIND LOAD REPORTS PRIOR TO INSTALLATION ❑ TRU55 PLANS 4 WIND LOAD REPORTS MUST BE SUBMITTED TO ARCHITECT BY TRU55 MANUFACTURER) FOR VERIFICATION 4 APPROVAL PRIOR TO FABRICATION FULL BED OF ADHESIVE-- — i PROVIDE FULL BED OF ADHESIVE UNDER ALL HIP 4 RIDGE TILES i i NOTE: V Y EREImo.A1 BARREL OR RIDGE UNDERLAYMENT CA OVER APEX OF RO FIELD TILE I .. _ CONCRETE 4 CLAY ROOF TILES COMPLYING WITH THE FOLLOWING LIMITATIONS SHALL BE DESIGNED TO WITHSTAND THE WIND LOADS PRESCRIBED IN THIS SECTION 1, ROOF TILES SHALL BE SET W/ POLPRO AH160 2, ROOF TILES SHALL BE INSTALLED ON SOLID SHEATHING DESIGNED AS COMPONENTS 4 CLADDING IN ACCORDANCE WITH 1606.2, 3, AN UNDERLAY'11ENT SHALL BE INSTALLED IN ACCORDANCE W/ 1501.4 4, TILE SHALL BE SINGLE LAPPED INTERLOCKING W/ A MINIMUM HEAD LAP OF NOT LESS THAN 2 INCHES 5, TILE LENGTH SHALL BE BETWEEN LO 4 LIE, FEET (o, EXPOSED WIDTH OF TILE SHALL BE BETWEEN 0.614 1.25 FEET, 1, MAXIMUM THICKNE56 OF TAIL OF THE ROOF TILE SHALL NOT EXCEED 13 INCHES FLASHING )NT, MTL, CLEAT — 'E "V" CRIMP METAL )OFiNG L, FLASHING # FELT - -- --- ---, 2 PEEL 4 STICK.) 3" PLYWD.-----, SINGLE PLY BUILT - UP ROOFING OR ELASTOMER IC ROOFING — MEMBRANE ON 3/4" PLYWD. ON PRE - ENGINEERED TRUSS SLOPE 3/5" - 1'0" ELAT ROOF DETAL 3It = I,- oil r w Q� O LL z N to a a LL1 to O OL O 3J .,j cn IW M., T 21105 12 MAY 21 Oj'�F (,FOa M�URyT�E/�EN Uti�L�J.� BORAL FLAT CONCRETE ROOF TILE ON BORAL ROOF UNDERLAYMENT SYSTE 12 ON 5/8" CD-X. PLYWOOD ON PRE - ENGINEERED WOOD TRUSSES 151 24" D.C, 6 R-20 SPRAY IN FOAM INSULATION GALV. FLASHING ON 1" X 3" PT. DRIP ON 2" X 8" CEDAR FASCIA OVER ON 2" X 6" SUB FASCIA HEIGHT 0 STEPPED CLG. - i BEARING 4 FASCIA HEIGHT DENSE FOAM/ FIBERGLASS j WRAPPED OUTLOOKERS'-- a?--- -- 36" O,C, 2'- 6" TYP. OJ4, WINDOW HEAD HEIGHT SMOOTH STUCCO SOFFIT ON WIRE LATH - ATTACHED W/ 1 1/2" STAPLES W/ 3/4" CROWN W/ 1" SPACING MAX ON TYVEK 4 300 FELT SMOOTH STUCCO SIDING ON 5" X 16" CONCRETE BLOCK W/ POURED BLOCK CELLS as 48" O.C, MAX, 4 AT ALL WINDOWS, DOORS 4 CORNERS W/ I - 05 BAR DOWELED TO FOOTING 4 HOOKED TO BEAM +2'-all STUCCO TRIM BAND PROVIDE 1 112" RECESS AT PERIMETER FOR WATER BREAK - ----- - +/- 0' - Off FINISHED FLOOR LEVEL 5/8" STUCCO FINISH ON -- - - B" X 16" CONCRETE BLOCK STEM WALL W/ POURED BLOCK CELLS W/ 1 #5 BAR DOWELED FROM FOOTING 4 HOOKED TO THICKENED EDGE rat 24" O G1�__----- FINISH GRADE 1/2,� 18" U IIII it 11 1"X6,"T4GWOOD CEILING/ PAINTED ROPE LIGHT ------5/8" DRYWALL CEILING TRUSS STRAP CAST IN BEAM TWO PIECE CROWN MOULDING ATTACH 2" X 4" F.T. LEDGER W/ 010 X 3" LONG TAP CON SCREWS 6 32" O,G, SEE STRUCTURAL PLANS BY C S M OWNER `5 5UITE 1/2" DRYWALL ON I" X 2" P.T. FURRING ON 3/4" RIGID INSULATION R-4,1 WOOD BASE IIII F4" THICK CONCRETE SLAB W/ 6 X 6 10/10 W W F. OR FIBER MESH 11 3000 P,S,1, CONCRETE MIN, I it BEGIN RAIL WALL CENTERLINE W/ IST 2" X 6" STUD 4 WORK OUT FROM THERE 6" O,G, BOTH DIRECTIONS. STUDS TO BE IN -LINE BOTTOM TO TOP OF WALL/ USE PLUMB BOB OR LASER FOR ALIGNMENT VISQUEEN VAPOR BARRIER ON WELL -COMPACTED, TERMITE TREATED SOIL 2500 PSF. SOIL BEARING MIN. SEE STRUCTURAL PLANS BY C S M NOTE, BOTTOM OF ALL FOOTERS SHALL BE MIN, 12" BELOW ADJACENT GRADE 3/4" PLYWOOD DIRECTLY ON WOOD STUDS FROM BOTTOM TC TGP OF RAIL WALL ONLY/ NAILED OR SCREWED EVERY 6" TO 6" O.G. 3/4" PLYWOOD FULL WIDTH OF RAIL WALL OPTIONAL E_I'�OR R!L LUAU FRS ZINC, D I IL /2f VERIFY ALL ELEVATOR INSTALLATION DETAILS 4 CONDITIONS W/ SOUTHEAST ELEVATOR, INC. BORAL FLAT CONCRETE ROOF TILE ON BORAL ROOF UNDERLAYM12 ON 5/8 C DX, PLYWOOD ON PRE -ENGINEERED WOOD TRUSSES��!ITEM V R-20 SPRAY IN FOAM INSULATION GALV, FLASHING ON I" X 3" PT, DRIP ON 2" X 5" CEDAR FASCIA OVER ON 2" X 6" SUB FASCIA u +t0'-O" BEARING 4 FASCIA HEIGHT DENSE FOAM/ FIBERGLASS WRAPPED OUTLOOKERS Q 36" OL, + af_ p° TYP. O,H. WINDOW HEAD HEIGHT SMOOTH STUCCO SOFFIT ON WIRE LATH ATTACHED W/ 1 1/2" STAPLES W/ 3/4" CROWN W/ l" SPACING MAX ON TYVEK 4 300 FELT SMOOTH STUCCO SIDING ON 8" X 16" CONCRETE BLOCK W/ POURED BLOCK CELLS 6 48" OL_ MAX, 4 AT ALL WINDOWS, DOORS 4 CORNERS W/ 1- 05 BAR DOWELED TO FOOTING 4 HOOKED TO BEAM ONE PIECE CROWN MOLDINcs/ PAINT GRADE POPLAR OR EQ. 5/8" DRYWALL CEILING TRUSS STRAP CAST IN BEAM ATTACH 2" X 4" F.T. LEDGER W/ 010 X 3" LONG TAP CON SCREWS 0 32" O.C. SEE STRUCTURAL PLANS BY C S M HOME OFFICE 1/2" DRYWALL ON I" X 2" P.T. FURRING ON 3/4" RIGID INSULATION R4,1 it WOOD BASE PROVIDE 1 112" RECESS AT PERIMETER FOR WATER BREAK - Ilia FINISH GRADE II4" THICK CONCRETE SLAB W/ 6 X 6 10/10 W.W.F, OR FIBER MESH H + - O'- O" L3000 P.51. CONCRETE MIN, F.F.. I 11 SEE STRUCTURAL PLANS BY C S M ° J VISQUEEN VAPOR BARRIER ON WELL - COMPACTED, TERMITE TREATED SOIL 2500 P,S,F, SOIL BEARING MIN, NOTE; BOTTOM OF ALL FOOTERS SHALL BE MIN, 8 12" BELOW ADJACENT GRADE OM OFFILE SECTION, 1/2" a� 12 BORAL FLAT CONCRETE ROOF TILE ON BORAL ROOF UNDERLAYMENT SYSTEM ON 5/8" C DX, PLYWOOD ON PRE -ENGINEERED WOOD TRUSSES rat 24° O G, R-20 SPRAY IN FOAM INSULATION GALV. FLASHING ON I" X 3" P.T. DRIP ON 2" X a" CEDAR FASCIA OVER ON 2" X 6" SUB FASCIA —� BEARING 4 FASCIA HEIGHT DENSE FOAM/ FIBERGLASS WRAPPED OUTLOOKERS 6 36" O.C. 21- bfl + 81- p" TYP. 0A WINDOW HEAD HEIGHT SMOOTH STUCCO SOFFIT ON WIRE LATH --- ATTACHED W/ 1 1/2" STAPLES W/ 3/4" CROWN W/ 1" SPACING MAX ON TYVEK 4 300 FELT SMOOTH STUCCO SIDING ON 8" X 16" CONCRETE BLOCK W/ POURED BLOCK CELLS'@ 48" O.G. MAX, 4 AT ALL WINDOWS, DOORS 4 CORNERS W/ 1- #5 BAR DOWELED TO FOOTING 4 HOOKED TO BEAM FINISH GRADE --- — 1 + - O'- Oily-\ F,.._F.L. \\ T SEE STRUCTURAL PLANS BY C S M NOTE= BOTTOM OF ALL FOOTERS SHALL BE MIN, 12" BELOW ADJACENT GRADE I o (o 1-5/8" DRYWALL CEILING TRUSS STRAP CAST IN BEAM ATTACH 2" X 4" P.T, LEDGER W/ #10 X 3" LONG TAP CON SCREWS as 32" O G. SEE STRUCTURAL PLANS BY C S M GARAGE - 1/2" DRYWALL ON I" X 2" P,T. c FURRING ON 3/4" RIGID INSULATION R-4,1 II I II I II 1 II _71- II 1 11 1 11 # f 1111 ..II WOOD BASE i11E II II EPDXY FINISH ON IIII -4" THICK CONCRETE SLAB W/ 11 10110 W-W.F. OR FIBER MESH 3000 PS51 CONCRETE MIN, 5/8" GYP, BD. CEILING 1/2" GYP, BD WALLS ATTIC STORAGE TRUSSES W/ 2" X 6" BOTTOM CHORD 3/4" T 4 G PLYWOOD FLOORING ICYNENE FOAM INSULATION 0 o®00 o VISQUEEN VAPOR BARRIER ON WELL - COMPACTED, TERMITE TREATED SOIL 2500 P S,F, SOIL BEARING MIN. BORAL FLAT CONCRETE ROOF TILE ON BORAL ROOF UNDERLAYMENT SYSTEM 12 ON 5/8" G.D.X. PLYWOOD ON PRE - ENGINEERED WOOD TRUSSES r1a 24" O.C. b R-20 SPRAY IN FOAM INSULATION ` GALV. FLASHING ON I" X 4" DRIP ON 2" X 8" CEDAR FASCIA OVER ON 2" X b" SUB FASCIA w v + 2 4'- O" m BEARING 4 FASCIA HEIGHT ° ill 5/8" DRYWALL CEILING DENSE FOAM/ FIBERGLASS I WRAPPED OUTLOOKERS ° IIo TRUSS STRAP CAST IN BEAM 6 36" O.G, 21- 6" ATTACH 2" X 4" P.T. LEDGER W/ �j + 2 2'- O" TYP. O.N, It ff 3LONG TAP CON SCREWS WINDOW HEAD HEIGHT I 0102X It SMOOTH STUCCO SOFFIT ON WIRE LATH I SEE STRUCTURAL PLANS BY C 5 M ATTACHED W/ 1 1/2" STAPLES W/ 3/4" CROWN II W/ 1 SPACING MAX ON TYVEK 4.300 FELT 1 II "LAP" LAP STUCCO SIDING ON 5 E D R O O M THREE 8" X 16" CONCRETE BLOCK W/ II POURED BLOCK CELLS rat 48" D.C. 1 MAX, 4 AT ALL WINDOWS, DOORS 4 11 1/2" DRYWALL ON t" X 2" P.T. CORNERS W/ } - 05 BAR DOWELED I FURRING ON 3/4" RIGID TO FOOTING 4 HOOKED TO BEAM Il II INSULATION R-4.1 +14'-0" `I' 2ND FLOOR BEAM HEIGHT SEE STRUCTURAL PLANS BY C S M +12'-0" BEARING HEIGHT -..+1 11' - O" `I' HEAD HT, @ TRANSOM 6 O" X 2 4" FIXED IMPACT RATED TRANSOM WINDOWS r1, +91- o,l SILL HT, Q TRANSOM SMOOTH STUCCO SIDING ON a" X 16" CONCRETE BLOCK W/ POURED BLOCK CELLS aQ 48" O.C, MAX, 4 AT ALL WINDOWS, DOORS 4 CORNERS W/ I - 05 BAR DOWELED TO FOOTING 4 HOOKED TO BEAM 12" W X 8" D THICKENED EDGE W/ 2 - #5 BARS CONTINUOUS +/- O' - O,f FINISHED FLOOR LEVEL 5/8" STUCCO FINISH ON i2" X t6" CONCRETE BLOCK STEM WALL W/ POURED BLOCK CELLS W/ 2 #5 BARS DOWELED FROM FOOTING 4 HOOKED TO THICKENED EDGE r1a 24" O.C, BLOCK COURSES AS REQUIRED BUT NOT TO EXCEED SIX COURSE FINISH GRADE-" WOOD BASE PRE-ENGINEERED EPICORE CONCRETE FORMED 4 POURED FLOOR - SEE PLANS PREPARED BY C S M ENGINEERS r 11i1�1111illlli111�111�411�111111 dlI1t111111►I1fi1NlIN11►f1I111111►1►IlglNl/111f►111111111111111 II li IIII 1 till I IIII 1/2" DRYWALL ON I" X 2" P,T, FURRING ON 3/4" RIGID lilt INSULATION R-4,1 I !!{{ IIII TITITCf fi N II Il 11 1111 II I IIII II lilt fi 11 II 1 If / WOOD BASE II it ll I lilt 4" CONCRETE SLAB W/ 6 X 6 10/10 W W M. OR FiBERMESH II 3000 P,51 CONCRETE MIN. I VISQUEEN VAPOR BARRIER ON WELL -COMPACTED, TERMITE TREATED SOIL �q 2500 P.S.F. SOIL BEARING MIN. j� II �1! I NOTE: BOTTOM OF ALL FOOTERS SHALL BE MIN. 12" BELOW ADJACENT GRADE /L- SEE STRUCTURAL PLANS BY C S M 1/2It 1`-011 N 'd Q � 1L1 Lu o � � Cn FF�I tom` IA f— Z_ Z O CfJ f4�T1 2 ,JUL1' 21 t a 21105 12 MAY 21 OF FOURTEEN qo. f4�T1 2 ,JUL1' 21 t a 21105 12 MAY 21 OF FOURTEEN qo. 1 1/2" DIAMETER HANDRAIL ONE SIDE OF STAIR ( MOUNTED NOT LESS THAN 34" OR MORE THAN 38" ABOVE LEADING EDGE OF THE STAIR TREAD ) OAK Is. • A. I X 2" ALUM, HANDRAIL EDGES SMALL HAVE A RADIUS OF NOT LESS THAN 0,01 INCH (OR 0,25 MM ) 5/32" STAINLESS STEEL HORIZON NON FLEXABLE CABLE LU/ TEN6I1 MAINTAIN 3 1/0" BETWEEN MAX. 211 X 2" SQUARE ALUM, VERTICAL 5UPPORT lo) &t-011 O/C MAX, 211 X 2" SQUARE ALUM. TOE -RAIL - ATTGHMENT PER MANUFACTURE SPECIFICATION vEG. T I O N 111 = lt_ ©11 8 N 21 _ Ott MIN. MIN, co oz 1/211 W lt- 0 11 LYWOOD SUB FLOOR RISERS (811 TYPE 11X11 DRYWALL X FIRE BLOCKING TREE 2" X 12" STRINGERS ELEVATION �Lll�'E ,ro" DB' PL>< 2" )< PL4 1/2'I I'-0 11 t M AV rn>\Ir S" C.B.S, FILLED CELL W/ 1- 05 BAR PROVIDE CO X 5" TAPCON SCREWS Q 16" O/C INTO BLOCK WALL TWO PIECE CROWN MOLDING 5/8" DRYWALL PAINTED PAINT GRADE POPLAR OR EQUAL INVERTED BASE 2"XI( 2" X 8 FIRST FLOOR LINTEL SCHEDULE TYPE LENGTH OF LINTEL ALLOWED LOAD P.L.F. GROUT LINTEL NO GROUT REINF, 1� 8F8-ls 2-10 3166 V/ 10 6 BAR 2 8F8-15 340 3166 V/ O 8F8-iB 4 0 2646 `/ ® SF8-115 5-4 1665 V/ 5 8F8-1B 1-6 1029 V/ SF8-16 9-4 168 SF8-15 11-4 598 �/ S SF24-15 19-4 1400 5/8" DRYWALL ON! CEILING 2 X 4 LOAD BEARING WALL WITH STUDS AT 16" O.C. MAX 1/2" DRYWALL ON WALLS ANCHOR STUD TO PLATE WITH SIMPSON SP4 TIES AT EACH - STUD WITH 6 10d NAILS 3/4II �lOil /iltl =1 YiEE/"t/1t1 I F-% #-ot I -I y F-:1«L 1 C m SIMPSON MTS 12 ANCHOR FROM 2 X 6 WALL WITH DOUBLE TOP PLATE TO BEARING LEG OF ROOF TRUSS ABOVE ANCHOR STUD TO PLATES WITH SIMPSON SP4 TIES AT EACH STUD WITH 6 IOd NAILS THIS ASSEMBLY GOOD FOR 1000 PLF OF UPLIFT. SECOND FLOOR 1/2" X 8" REDHEADS AT 32" O C, WITH 1/4" X 3" SQUARE STEEL WASHERS FOOTER TO BE 14" DEEP X 20" WIDE WITH 3 05 BARS CONTINUOUS STUCCO WASH -- CONC, FILLED U BLOCK W/145 BAR CON'T. 5/5" SAND FINISH STUCCO FIN15H 5CHEDULE ROOM NAME FLOOR BASE WALLS CEILING HGT, NOTES ENTRY VERANDAH MUD SET SHELL STONE NIA 5/8" SMOOTH STUCCO/ PAINTED T # G WOOD 1 2' - 4" ENTRY FOYER TILE 3/4" X 9 1/4" WOOD PAINTED I/2" DRYWALL SMOOTH/ PAINTED 5/8" DRYWALL SMOOTH/ PAINTED 12' - O„ BEAMED CEILING DOUBLE CROWN STAIRWELL WOOD 2 4'- 0" DOUBLE CROWN DINING AREA TILE 11' - 12' DOUBLE CROWN GREAT ROOM 1 2' - O" COFFERED CEILING DOUBLE CROWN KITCHEN DOUBLE CROWN BUTLER'S PANTRY DOUBLE CROWN LAUNDRY 10' - 0" SINGLE CROWN POWDER ROOM FAMILY FOYER MEDIA ROOM CARPET BEDROOM # TWO CARPET W.I.C. # TWO CARPET BATH # TWO TILE BACK HALL TILE HOME OFFICE WOOD OWNER'S SUITE CARPET HER W.I.C. HIS W.I.C. OWNER'S BATH MARBLE CABANA BATH TILE VESTIBULE TILE GATHERING PORCH SAND SET PAVERS N/fib 5/8" SMOOTH STUCCO/ PAINTED T 4 G WOOD 12'- 4" COFFEE PORCH N/A 5/8" SMOOTH STUCCO/ PAINTED T 4 G WOOD 12'- 4" COVERED LANAI N/A 5/8" SMOOTH STUCCO/ PAINTED T 4 G WOOD 12' - 4" THREE CAR GARDE EPDXY 3/4" X T 1/4" WOOD PAINTED 1/2" DRYWALL SMOOTH/ PAINTED 5/8" DRYWALL SMOOTH/ PAINTED 10 - 0" STAIRWELL WOOD 3/4" X 91/4" WOOD PAINTED 1/2" DRYWALL SMOOTH/ PAINTED 5/8" DRYWALL SMOOTH/ PAINTED 2 4' DOUBLE CROWN GUEST RETREAT WOOD VARIES 10' - 0" HIP CATHEDRAL CEILING SINGLE GROWN BEDROOM # THREE CARPET W,IjC, 0 THREE CARPET ' BATH # THREE TILE BEDROOM 0 FOUR CARPET W.I.C. # FOUR CARPET BATH # FOUR TIC —] SUNRISE PORCH MUD SET SHELL STONE N/A 5/8" SMOOTH STUCCO/ PAINTED T 4 G WOOD 8" X 16" CONC, BLK. W/ POURED BLOCK CELLS Q 4'-0" O/C W/ # 5 BARS DOWELED TO FOOTING 4 HOOKED TO BEAM FINISH GRADE 16" W, X 16" D CONC. FTG, W/ 20 5 BARS CON'T, 4" CONC, SLAB W/ 6X6 .�//'�10/10 W.W.F. n//'��1.011 o 0 STUCCO WASH GONG. FILLED U BLOCK W1145 BAR CON'T. 5/8" LIGHT TEXTURED STUCCO 8" X 16" GONG. BLK. W/ POURED BLOCK CELLS Q 4'-0" O/C W/ # 5 BARS DOWELED TO FOOTING 4 HOOKED TO BEAM- 50 011 4" CONC, SLAB W/ 6X6 10/10 W.W.F. 0 ^„ �- I" SPACE 1111v0816m9 FINISH GRADE�� \\ _ 16" W. X 12" D YC--O-NC, FTG- W/ 2# 5 BARS CON't. I 0 0 21105 EQUIP. SCREEN WALL[DETAIL. 12 MAY 21 1/2" =1'-0" 9 OF FOURTEEN (4) 3' X 8' PAIR IMPACT RATED SOLID CORE DOORS (p) 3' X 8' IMPACT RATED SOLID CORE DOOR TOILE 4" 5GHEDULE 40 WASTE LINE TO SEWER LINE IN ROAD RIGHT-OF-WAY 3' X 8' MDF WOOD DOOR 2'.8" X 8' MDF WOOD DOOR 3" Y.T.R, I I I I ! LAY. NO SCALE 3' X 8' PAIR IMPACT RATED FRENCH DOORS 2 1" X 8' PAIR LOUVERED WOOD DOORS 13" Y.T.R. �I 1 I BAR SINK i _ — 3 3' X 8' IMPACT RATED FRENCH DOOR 3' X 8' LOUVERED WOOD DOOR Y.T.R. LET 12� 1 2�...w.._. TOP OF TRANSOM TOP OF RECESS MANTLE TOP OF LINEAR FIREPLACE �RAlSED HEARTH 0'-0" DOUBLE CROWN MOULDING IN COFFER DOUBLE CROWN MOULDING AROUND ROOM 5X 2' FIXED TRANSOM GLASS I O'-D" DOUBLE CROWN MOULDING AROUND ROOM 6,-0„ �TOP OF TV i 12" DIAGONAL i,A SCREEN TV 11 6 0" X 16" LINEAR FIREPLACE 1 21' -- 11.0it DOUBLE CROWN MOULDING IN COFFER BENCH HT. 1/2" =1'-0" 0 0 5' X 2' FIXED TRANSOM GLASS 8" DEEP TV # FIREPLACE RECESS 4" TALL GRANITE MANTLE 4" TALL GRANITE HEARTH DROPPED SOFFIT ABOVE TV 11 T 2" DIAGONAL R A ST GREEN TV 5' X 2' FIXED TRANSOM GLASS I0I 0 'i1 9 KITCHEN CABINETS allylsleas 21105 12 MAY 21 OF FOURTEEN MA o M 1/2" -1'-0" ELECTRICAL LNG 0: DUPLEX RECEPTACLE � DUPLEX RECEPTACLE TOP HALF SWITCH (�)z'4" DUPLEX RECEPTACLE MT[). ABOVE CABINET (�X:WP- DUPLEX RECEPTACLE WEATHER PROOF d G F1 GFJ. DUPLEX RECEPTACLE GROUND FAULT INTERRUPT 220 VOLT RECEPTACLE I ¢ WALL MOUNTED LIGHT FIXTURE CEILING MOUNTED LIGHT FIXTURE -<�po CEILING MOUNTED LIGHT FIXTURE W/ PULL CORD ' CEILING MOUNTED LIGHT FIXTURE RECESSED CEILING MOUNTED LIGHT FIXTURE RECESSED / DIRECTIONAL © FLUORESCENT LIGHT FIXTURE SOFFIT MOUNTED FLOOD LIGHT ® FAN -LIGHT COMBINATION -SWITCHED SEPARATE Q BATH ROOM HEATER 60SINGLE POLE SWITCH THREE WAY SWITCH 'R RHEOSTAT SWITCH ♦ TELEPHONE JACK Ij TELEVISION OUTLET ELECTRIC MOTOR _.------------- — ---- __--___. _. SPEAKER VACUUM OUTLET DOOR BELL 4 CHIMES L. 44' ran -I ' I I-60.14 i I OF, CsFJ. I I I i I OFfE / I G.F _ 1 + � 1 ♦ 44- I GFJ. 200 AMP i PANEL I ? G F J= I ELECTRIC METER SMOKE DETECTOR STAIR LIGHT BUTTON ELECTRICAL METER ELECTRICAL PANEL COMPUTER LOCATION CARBON MONOXIDE DETECTOR A �1BiJ6 W/P GFJ. iR1R'fa ON ; TIMLR Box!;; EMERGENCY}" GENERATOR r r_____________________ --, 121 I ♦ / I♦ E ♦ j I Gz�o I — — TOTO ♦ ♦ / I °J�t ♦ W/P ELECTRIC ♦ ♦ ' I ♦ GF I. TOILET ♦ — — — I Apf1j] um ----3-�c ♦ I o ♦ j ___-_ _ _ _ ♦ r / I I 1 I WATER HELEO'J4GTER♦ ♦ GFJ. ♦ ♦ i Tom_ I ♦ ♦ I __ �------ � ' I I ♦ I I G� I ♦ 4' ' ' I ♦ ♦ I I � G� APOR I OOF G 44 3f I ♦ I I � I i G I ♦ � — `r PC ♦ 0 ROPE I \ ♦ L)GWT$TEPkEn ' / / RECE`PT. FOR I R ♦R R R — — — — — MOTORIZED I \ ♦ TRAY / — '0 BLINDS / I / ♦ ♦ R ♦♦ /Elm EL I t�f _ R ♦ � 1 I GFJ. / � � ._ ♦ � / � 3 1_ R / l I 3 \ SECURITY R ♦ / ♦' I r� T6ro - ; ' / i ; 40 PANEL \L — �tl C TOU.ET G CM � ` _ ..... _.. ._.. < ♦ � \ / I / ❑ ♦ � I / � o j I / OEAWyAL 1p AJa ♦ LIGHT R E�PT. \ R — 1+ET'D FF1rZ.D 3R SW. r ♦ W/F 5E NSONAL Wm I W r ♦ i awl C ,� I 4� 1, i — CxFI. I # 1 csFa_ ♦ E a. 1 INSTALL. SECURITY SYSTEM THAT IS COMPATIBLE W/ HARBOUR RIDGE CENTRAL MONITORING SYSTEM INSTALL STEREO SYSTEM AS DIRECTED BY OWNER FIRST FLOOR ELEC 1R..I CAL FLAN 3/16" =1'-0" o PROVIDE ARC -FAULT INTEIgRUPTOR PROTECTION 4 TAMPER -RESISTANT RECEhTACL.ES THROUGHOUT THE STRUCTURE o PROVIDE ARC -FAULT MTENRUPTOR PROTECTION TO ALL BEDROOM CEILING FANS 4 SMOKE DETECTORS o PROVIDE VARIABLE SPEM.) SWITCHES FOR ALL CEILING FANS • PROVIDE HARD WIRED SMOKE DETECTOR 6 ALL BEDROOMS III. 4 ,f ���� ® @ yp, popes a®p o o p9 i "Xim1 iii0,0 ui d O LL z U F— 21105 13 MAY 21 OF FOURTEEN n DUPLEX RECEPTACLE 07 DUPLEX RECEPTACLE TOP HALF SWITCH 0--44' DUPLEX RECEPTACLE MTD, ABOVE CABINET @zp- DUPLEX RECEPTACLE WEATHER PROOF 4 G.F.1, 0:&Pa, DUPLEX RECEPTACLE GROUND FAULT INTERRUPT & 220 VOLT RECEPTACLE WALL MOUNTED LIGHT FIXTURE CEILING MOUNTED LIGHT FIXTURE (�G CEILING MOUNTED LIGHT FIXTURE W/ PULL CORD CEILING MOUNTED LIGHT FIXTURE RECESSED CEILING MOUNTED LIGHT FIXTURE RECESSED / DIRECTIONAL FLUORESCENT LIGHT FIXTURE SOFFIT MOUNTED FLOOD LIGHT ® FAN -LIGHT COMB INATION-SWITCHED SEPARATE Q BATH ROOM HEATER SINGLE POLE SWITCH THREE WAY SWITCH t RHEOSTAT SWITCH e TELEPHONE JACK TELEVISION OUTLET ELECTRIC MOTOR -� d SPEAKER �(D VACUUM OUTLET DOOR BELL CHIMES CEILING FAN i 1 O SMOKE DETECTOR tm STAIR LIGHT c- BUTTON I3 ELECTRICAL METER is F1.r ELECTRICAL PANEL © COMPUTER LOCATION CM CARBON MONOXIDE DETECTOR 2 " P,V.C. TO 200 AMP. PANEL (3) 3/O 4 (1) 06 GROUND i i 4" P.V,C, WITH `--GROUND TO UNDERGROUND SERVICE FOUNDATION STEEL FROM F,P,d L. ELECTRICAL RISER DIAGRAM N, 1 ,5, 2" P.V.C. TO 150 AMP, PANELS WITH (3)1/0 t (1) 06 GROUND 2 P.V,C. TO TRANSFER SWITCH (3) 3/O t (1) #6 GROUND 2" PVC. TO FUTURE GENERATOR (3) 2/0 t (1) #6 GROUND LOAD CALCULATIONS GENERAL LIGHTING: 8 1 3 8 SQ, FT AT 3 WATTS/FT 2 4 4 1 4 REFRIGERATOR (8 6 1600) 10800 3 SMALL APPL. CKTS an 1500 EA 4500 DISHWASHER 1800 COMMERCIAL DISHWASHER 4500 MICROWAVE 5000 RANGE 12000 EXHAUST HOOD (2 Qa 500) 1000 TOILET EXHAUST FANS (6 6 500) 3000 GARAGE DOOR OPENER (4 19 500) 2000 PADDLE FANS (13 6 150) 9 15 0 DISPOSAL 1000 WASHER (2 6 1800) 3600 DRYER (2 6 5000) 10000 SUMMARY OF GENERAL LOADS 13.3364 FIRST 10 KW aQ 100% 10000 REMAINDER la} 40% 33345 SUMMARY OF DIVERSIFIED LOADS 43345 AMU #i W/ HEAT STRIP 996 KW 1 1 13 6 AHU 02 WJ MEAT STRIP 996 KW 1 1 13 6 AHU #3 W/ HEAT STRIP 9.56 KW 1 1 13 6 POOL EQUIPMENT 4000 SUMMARY OF CONTINUOUS LOAD$ 3 "14 0 $ SUMMARY OF DIY, t CONT. LOADS 80153 SERVICE VOLTAGE 120/240 V SINGLE PHASE 3 3 roA 1 PANEL SIZES TO USE PROPOSED 2 0 0 AMP PROPOSED 2 0 O AMP E_ - - - - - FUTURE I 36 KW GENERATOR 1 WITH 150 AMP. BREAKER f f f / f v- - - - - - - - - - I i i E E i f f If [ 4§� �t L k#e s tj o PROVIDE ARG*AULT INTERRtPIOR PROTECTION ! All 2%41 8@ TAMPER- RESISTANT RECEPTACLES TWROWUM T14E STRWTURE �Q PROYtDE ARC -FAULT INTERRWTOR PROTECTION TO ALL �@ BEDROOM CEILING FANS 4 SMOKE DETECTORS a PROVIDE VARIABLE SPEED Si MWE6 FOIL ALL COUNG FANS ��, cp114, 13 PROVIDE HARD URED SMOKE DETECTOR 6 ALL BEDROOMS �a1 LLE � o � o W U �c u� z CO �w�i11�>asa 2 3 JULY 2 1 21105 13 MAY 21 2 OF FOURTEEN NOU o M �w�i11�>asa 2 3 JULY 2 1 21105 13 MAY 21 2 OF FOURTEEN NOU o M �ENL:� ® SUPPLY CEILING GRILL W/ OB. DAMPER 1 - WAY SUPPLY CEILING GRILL "-®— 2 - WAY W/ O.B- DAMPER 1 SUPPLY CEILING GRILL 4 - WAY W/ O.B. DAMPER t SUPPLY WALL GRILL 4 - WAY W/ O.B. DAMPER ♦ 'T' STAT $ + 62" A.F.F, FLEX DUCT STRAP ae 4'-0" O/C R-6 INSULATED RIGID DUCT, { 1/2" FIBERGLASS INSULATED, R-6 RETURN AIR CEILING GRILL �-� RETURN AIR WALL GRILL 1 a H.v,4L, NOTES 1. VERIFY ALL CALCULATIONS W/ LICENSED AIR COND, .� CONTRACTOR BEFORE PROCEEDING W/ WORK 2, THE CONTRACTOR SHALL FURNISH ALL REQUIRED INSURANCE 4 LABOR, MATERIALS 4 EQUIPMENT SHOWN OR INDICATED FOR COMPLETE H.VA,C. SYSTEM IN z sZ ACCORDANCE W/ THESE DRAWINGS, LOCAL CODES ' STANDARD MECHANICAL CODE t N F.PA. LATEST EDITIONS 3, WORK SHALL BE COORDINATED W/OTHER TRADES TO PREVENT CONFLICTING CONDITIONS 4, CONTRACTOR SHALL OBTAIN ALL REQUIRED? PERMITS 4 INSPECTIONS FROM GOVERNING: AGENCIES 4 FURNISH A WRITTEN GUARANTEE THAT ALL WORK SHALL BE FREE FROM DEFECTS IN MATERIALS 4 _ WORKMANSHIP FOR A PERIOD OF NOT LESS THAN ONE T YEAR FROM THE DATE OF EQUIPMENT START UP 4 FINAL ACCEPTANCE. MANUFACTURER INSTRUCTIONS 4 GUARANTEES SHALL BE GIVEN TO THE OWNER 5, CONTRACTOR SHALL PROVIDE MATCHED SYSTEM COMPONENTS A$ SPECIFIED OR AN APPROVED EQUAL FOR OPERATION AT THE SPECIFIED ELECTRICAL REQUIREMENTS, AIR FILTERS SHALL BE INSTALLED ON 611 R€TURPi-A4Z-6(2UIP-MEKT4NLE-T6, 46TtkRN-A4R- L-a-- -_ -- — _. _.. _ ___ __- _—_ _ --_- _ __ _ SHALL BE DUCTED BACK TO AIR HANDLING UNIT. 6. SUPPLY DUCTWORK SHALL BE 1 1/2" FIBERGLASS R-6 INSULATED DUCTBOARD OR FLEX DUCT R-6 INSULATED AS SHOWN ON DRAWINGS. FLEX DUCT SHALL BE FULLY EXTENDED 4 OPEN „111i1i111' f/ ✓ ;s_ �� L... `\�� ,iliNl,ii�/�`/! 7, ALL DUCTWORK JOINTS 4 SEAMS SHALL 5E SEALED 4. aNE s TWO ' — " TAPED. FOLLOW MANUFACTURER PROCEDURFS FOR ALL 14 o sca. " Z G SUCH WORK, a a 6 2 . Fr,.� T` '_ONE ONE h 1 i 11L S. A/C UNITS SHALL HAVE AN SEER RATING OF 16.0 OR r. BETTER. 5, PROVIDE BALANCED RETURN AIR FOR PRE55URE IeIFFERENTfAL '?, ,{ , y� PER SECTION 601A� OF THE FL. MECHANICAL CODE �\ 10, PROVIDE STEM PIPE Q CONDENSATE DRAIN TO ADD BLEACH TO PREVENT MOLD BUILD-UP ' `.. E� 9 x lra" —mac .._ _ _, / SIX �! WiCD G.t=.t1. \ 120 CFJ`1. ' j 1 i \ i A.W.U. 0 ONE " FIVE TON UNIT X `� W19.96 KW HEAT STRIP ILCD SET ON INSULATED ( I I I ! I tt L 60 CF M, PLYWOOD PLENUM r I \ \ I I I i i { I -- { t_ .. _ W/ R/A t FILTER �.XBY I--_ WCD ` j / I �IilYihtlillil:9i$IP.I�IRIR !; � — — i pY x 151, )00 CF.M, -- - - ---- __.------ - - - - - - I ♦ I A/C COMP, N TWO ( \ 4" METAL DUCT `• \ F^"T®""° 36,000 B.T.U. COOLING \ TO SOFFIT VENT— \ k ` { ' NUCD I I Fi( to I �tO Cf M a j I— 10ra ap-m- ( \ ( E _ a ucD / AUCD 4 i - \ 130 CF.M. / L40 CF M 390 a;FJ"f. � R/A CsF�1Ll m i it 3 Iwcm, IIUCD \ SO I 91 X IS I / #b" S. . Y uct) f p \ I /I 40DCFlt_ / / / IW DCFM, } __ ._.___ . 60 GFM. I �D9 iLl 40 CF ti. 6" X 9" — RUCD 60 CF.M. 1 I Ij 3 I I 1 i I I 1 I I I L _ / r E / / I I _ \ IWCD I6" lop GF.M. 00 CF.M. LOUVER D DOOR I' AJ49. * TWO I tHREE TON UNIT I 1 \ I S. IF, W1936 KW NFAT STR 1 \ I wcD — SET ON INSULATED I I— _ — — _ _ _ — — — — — — 100 CF11. PLYWOOD PLENUM 1 I W/ R/A IIIFILTER — I �t I \\ I I I s �� 9Y X ISY 1 r- r- 9" D 160 C fl " 9" X Fi" 9" X B" I 1UCD WCD BO C.F M. 60 C.F.M. WOOD r VEN' UJG I'I ' CF M. ! ( I I I EXTERR1101 7716WCCD 3 60 CF.M. ? I 4" METAL DUCT _ T _ TO SOFFIT PENT A/C COMP, i ONE __. 60,000 B T COOLI L� _ _ — — — — _ — — — .._ — _--. _ _. — — — — — -- — ...- — — — — µ -... —� i _ E I { ' �' I I ! 9" X1Sy € L 1 I { I I I i j r/ l i I 1 3 I a" Y SO x " 1.UC0 I } B" I 160 CiI1_ I L J E-----.—-_--1 IB" WCD_I r—.....__._ -- — __I I I I \\ I I 16D CF.M. I 1 I I I I \ 1 \ I i I I-- ____-_I I Exw. \ 1 ! VENTED TO \ I I V X 15" 1 1 I I i _ EXTERIOR \ I - lwcD I ! eo cr%m. i I 1 r— — 1 — _ I -- � 40 C):g Ell G M. -- A/C COMP, M THREE 40 I 36,000 S,T.U. COOLING --— _.. — — --— —— — — — � f 4" METAL DUCT 1 ---` TO SOFFIT VENT I -- — — — — — — — _ -j F I R__&T F L (,:�) C H_,v__A EL 3/16" - I'-0Ei A/C CONDENSATE Dk AIN, 3/4" PVC TO 12" ROUN,'> PERFORATED PLAaf it PIPE W/ WA&WED OR.\ VEL DRYWELL 13/4" PVC EMER6ENCY DRAIN ABOVE WINDOW OR I'10OR COO �J I� 1- L� L-✓ " LL F-- 73 is c.t cS`3 Lu Lu < Z C� 21105 c—�- —� 12 MAY 21 OF FOURTEEN ERA a W A/C LE ENE) i SUPPLY CEILING GRILL ® I - WAY W/ 0,15, DAMPER SUPPLY CEILING GRILL —®— 2 - WAY W/ O.B. DAMPER - SUPPLY CEILING GRILL 4 - WAY W/ O.B. DAMPER j SUPPLY WALL GRILL 4 - WAY W/ OB, DAMPER Doi ray KD 'T' STAT Q + 62" A.1=,F. — r —Gm j�M FLEX DUCT STRAP art 4'-0" O/C ze R-6 INSULATED RIGID DUCT, 1 1/2" FIBERGLASS I 00 INSULATED, R-6 I � G�o RETURN AIR CEILING GRILL _ __ I r L t� �--� RETURN AIR WALL GRILL I Lnm (- 29 � I � H.Y.A.G. NOTE— - - 4' ET T �T �— — — — %,� 1, VERIFY ALL CALCULATIONS W/ LICENSED AIR COND, 1 CONTRACTOR BEFORE PROCEEDING W/ WORKam I �, 2. THE CONTRACTOR SHALL FURNISH ALL REQUIRED I i / I INSURANCE 4 LABOR, MATERIALS 4 EQUIPMENT SHOWN UC3 OF - OR INDICATED FOR COMPLETE H,v.A.C. SYSTEM IN I ACCORDANCE W/ THESE DRAWINGS, LOCAL CODES J I STANDARD MECHANICAL CODE 4 N.F.P.A. LATEST I I k6 r 9 EDITION$ 4 \\ t 60 I o o D— I f,0 .M. I 3, WORK SHALL BE COORDINATED W/OTHER TRADES I I I 09 TO PREVENT CONFLICTING CONDITIONS I W x ail I - ( �I7CD I 4, CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS _ j �� 1 I I 4 INSPECTIONS FROM GOVERNING AGENCIES 4 I I \ FURNISH A WRITTEN GUARANTEE THAT ALL WORK SHALL BE FREE FROM DEFECTS IN MATERIALS 4 I \ WORKMANSHIP FOR A PERIOD OF NOT LESS THAN ONE Y 1_ — WORK � � YEAR FROM THE DATE OF EQUIPMENT START UP 4 FINAL I�� �� r c ACCEPTANCE. MANUFACTURER INSTRUCTIONS E GUARANTEES SHALL BE GIVEN TO THE OWNER 5, CONTRACTOR SHALL PROVIDE MATCHED SYSTEM COMPONENTS AS SPECIFIED OR AN APPROVED EQUAL IF CTRICAL FOR OPERATION AT THE SPECIFIED ELE I REQUIREMENTS, AIR FILTERS SHALL BE INSTALLED ON I I -- £T-3RAi-A1R-£6 L4Ptt INLETS.4REXUR"IR GRIT 1 6 SHALL BE DUCTED BACK 70 AIR HANDLING UNIT. 6. SUPPLY DUCTWORK SHALL BE 1 1/2" FIBERGLASS R-6 I 5" x 5-V INSULATED DUCTBOARD OR FLEX DUCT R-6 INSULATED 100 10 0D I I �O C.F.M. 100 G.F.M. AS SHOWN ON DRAWINGS. FLEX DUCT 614ALL BE FULLY I i I EXTENDED 4 OPEN _ _ _ I I I _-----< r-- —_— _.---....__--------_.......__ _—_.._— ;_i Q 1, ALL DUCTWORK JOINTS 4 SEAMS SHALL BE SEALED 4 I \ \ I / / TAPED. FOLLOW MANUFACTURER PROCEDURES FOR ALL -._--- --- _- _ - _-. \ R N AIR' r I u- SUCH WORK.._ _ —._. _._ ___ I ; _ _ _ _ _ _ — _ _ _ _ 0 I HAVE AN SEER RATING OF 16.0 OR \ I —f ! - I _ I� I II i 8. A/C UNITS SHALL I � BETTER. I( I E I 1 \ p 9, PROVIDE BALANCED RETURN AIR FOR PRESSURE DIFFERENTIAL x s" i I PER SECTION 601A OF THE FL. MECHANICAL CODE I 10, PROVIDE STEM PIPE r1a CONDENSATE DRAIN TO ADD BLEACH I I I W TO PREVENT MOLD BUILD-UP I I <-FniI _ _ _ __ _ W UT/------- _7 0 LL Z L'3 W Q 0 W 0 0 (L ZV, C. FLAN 3/16" - I'-O" 1 4 5 O 60. FT. A/C CONDENSATE DRAIN, 3/4' PVC TO 12' ROUND PERFORATED PLASTIC PIPE W/ WASHED GRAVEL DRTWELL 4 3/4' PVC EMERGENCY DRAIN ABOVE WINDOW OR DOUR I v W W U W Z D • 21105 12 MAY 21 1ZA3 OF FOURTEEN RM aM PROJECT*0�,A�=,:',r�'Tl� RESIDENCE FOUNDATION, FIRST FLOOR WALLICOLUHAT, k SECOND FLOOR SLAB/BEAM DRAWINGS r�f) :,,, ; ,,,, f, , /. / ».».» » l // / >.:>, ... 11.:!�: 1i.,­','­..�:. //» 1.1II]­i�;:,­� :f , »l� l , , '.Cay;Y.;: ,u''1,V'l„ l%J , % ', ­._�- 1:i;i1..:,i: 1i,�I..j,9., .���� �ii__.� 1��;ii'�.i.I�­:."i�:il �l�P.�l, ],::11 .,, ,;: :-�:1:, :;:_ l:':,..­ ]­�::I I.,,_: �yyl £ . ,. l ! 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'".l.­iIIl..i.,�".­iI�.�, ". STRUCTURAL DESIGN CRITERIA: MEAN ROOF HEIGHT 30 WIND VELOCITY 170 MPH; ULTIMATE WIND SPEED WIND VELOCITY 132 MPH; NOMINAL WIND SPEED EXPOSURE "D"; ENCLOSED DESIGN Qz 73 PSF Kd 0.85 Kz 1.16 LAMBDA HEIGHT & EXPOSURE FACTOR 1.66 ROOF SLOPE 6:12 LOAD COMBINATIONS ASCE 7-16 INTERNAL PRESSURE COEFFICIENT +/-0.18 RISK CATEGORY II OCCUPANCY RESIDENTIAL; R-3 CONSTRUCTION TYPE VB MAIN FRAME: MAX. HORIZONTAL LOAD +63 PSF MAX. VERTICAL LOAD -55 PSF (GROSS) COMPONENTS AND CLADDING WALL: ZONE 4 10 SQFT = +52/-56 PSF (MAXIMUM) ZONE 5 10 SQFT = +52/-69 PSF (MAXIMUM) GENERAL COMPONENTS AND CLADDING NOTES : 1. ALL DOORS, WINDOWS, AND ROOF SYSTEM TO BE INSTALLED PER PRODUCT APPROVAL AND MEET THE DESIGN PRESSURES PER PLANS. ALL DOORS AND WINDOWS SHALL MEET OR EXCEED +52/-69 PSF PRESSURE. NOA'S TO BE SUBMITTED BY ARCHITECT. GARAGE DOOR SHA LL MEET MINIMUM +45/ -55 PSF. STRUCTURAL AND MISCELLANEOUS STEEL: 1. GRADES: 1.1. STRUCTURAL TUBING Fy = 46 ksi. 1.2. ALL OTHER STRUCTURAL SHAPES Fy = 50 ksi. 2. ALL STRUCTURAL STEEL TO BE DOMESTIC ASTM A992 GD. 50 (Fy=50 ksi), AND A500 GD. B (Fy=46 ksi), AND DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE AISC "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" AND THE AISC CODE OF STANDARD PRACTICE. 3. HIGH STRENGTH BOLTS (ASTM A325-N) TO BE THE TYPE SPECIFIED ON THE PLANS PROVIDE MATCHING H.S. NUTS AND WASHERS, 4. ALL WELDING TO BE IN ACCORDANCE WITH AWS LATEST "STRUCTURAL WELDING CODE - STEEL" (ANSI/AWS D1.1). RUSTPROOF ALL WELDS AND PLATES WITH HEAVY DUTY RUSTPROOFING PAINT. 5. ALL MEMBERS TO BE WELDED SHALL USE E70-XX ELECTRODES (MIN.). 6. SHOP COAT ALL STRUCTURAL STEEL WITH RUSTOLEUM "RED PRIMER OR APPROVED EQUAL (U.O.N.). FIELD PATCH PAINT AFTER ERECTION. 7. ADHESIVE SHALL BE SIMPSON EPDXY TIE ET22 OR HILTI RE-500 OR FOR APPROVED EQUAL. SLAB NOTES: 1. INTERIOR SLABS ON GRADE SHALL BE PLACED ON -6- MIL VISQUEEN VAPOR BARRIER. 2. EXTERIOR SLABS SHALL BE FORMED WITH A THICKENED EDGE, 2X SLAB THICKNESS. 3. ALL SLABS SHALL RECEIVE CURING COMPOUND WITHIN EIGHT HOURS OF POURING. 4. ALL PROCEDURES IN THE ACI CODE FOR HOT -WEATHER CONCRETING SHALL BE FOLLOWED. 5. SEE ARCHITECTURAL, MECHANICAL, AND PLUMBING DRAWINGS FOR DRAINS, SLOPES, BLOCK -OUTS, AND PENETRATIONS THAT MAY NOT BE SHOWN ON STRUCTURAL DRAWINGS. 6. CONTROL (CRACK) JOINTS SHALL BE SAW -CUT TO DEPTH IN CHART, USING A DIAMOND BLADE. CUTTING OPERATIONS SHOULD BEGIN WITHIN EIGHT HOURS OF CONCRETE FINISHING. FOR HOT WEATHER CONCRETING AND THIN SLABS, SAW CUTTING IS HIGHLY RECOMMENDED TO BE PERFORMED THE SAME DAY. FOUNDATION: 1 ALL SITE PREPARATION AND EXCAVATION WORK IS TO BE PERFORMED IN STRICT ACCORDANCE WITH THE SOIL REPORT. 2 THE BUILDING SITE SHOULD BE PREPARED IN ACCORDANCE WITH THIS SOIL REPORT. ALL SUB GRADES SHALL BE APPROVED IN WRITING BY THE GEOTECHNICAL ENGINEER PRIOR TO BACKFILL. 3 SHALLOW FOUNDATION TO BE USED - ALLOWABLE SOIL BEARING PRSSURE OF 2,500 PSF. 4 SOIL SUPPORTING ALL FOOTINGS MUST BE INSPECTED AND APPROVED BY A REGISTERED GEOTECHNICAL ENGINEER BEFORE COMMENCING WORK. APPROVAL IN WRITING MUST INDICATE THE SOIL IS ADEQUATE TO SAFELY SUSTAIN SPECIFIED SOIL BEARING PRESSURE. 5 TOP OF ALL EXTERIOR FOOTINGS/GRADE BEAMS SHALL BE PER PLANS 6 EXCAVATION & BACKFILL: A ALL EXCAVATION SHALL BE KEPT DRY. EXCAVATE TO DEPTHS AND DIMENSIONS INDICATED. TAKE EVERY PRECAUTION TO GUARD AGAINST ANY MOVEMENT OR SETTLEMENT OF ADJACENT STRUCTURES, UTILITIES, PIPING, ETC B PROVIDE ANY BRACING OR SHORING NECESSARY TO AVOID SETTLEMENT OR DISPLACEMENT OF EXISTING FOUNDATION OR STRUCTURES. 7 CENTERLINE OF FOOTINGS/GRADE BEAMS SHALL COINCIDE WITH CENTERLINE OF PILES UNLESS OTHERWISE NOTED ON DRAWINGS. 8 DIMENSIONS: ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE STRUCTURAL DRAWINGS MUST BE VERIFIED AND COORDINATED WITH THE ARCHITECTURAL DRAWINGS BY THE CONTRACTOR BEFORE PROCEEDING WITH THE CONSTRUCTION. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT OR ENGINEER IN WRITING BEFORE PROCEEDING WITH ANY WORK. 9 CONTRACTOR TO BOND ALL FOOTER AND FOUNDATION STEEL PER NEC 2020. LOCATION A NOT TO' SCALE CONCRETE: 1 CONCRETE ELEMENTS TO HAVE THE FOLLOWING STRENGTHS(NO PEAROCK IN SLABS): A FOUNDATIONS 5000 PSI W/C RATIO = 0.40 B SLAB -ON -GRADE 5000 PSI W/C RATIO = 0.40 C TIE BEAMS 4000 PSI W/C RATIO = 0.45 D COLUMNS 4000 PSI W/C RATIO = 0.45 ALL OTHER CONCRETE TO BE 4000 PSI UNLESS NOTED OTHERWISE. 2 ALL CONCRETE SHALL BE READY MIX CONFORMING TO ATSM C94, MINIMUM COMPRESSIVE STRENGTH OF: A 5,000 PSI 0 28 DAYS AND HAVE A MINIMUM OF 728 LBS./YD"'3 OF PORTLAND CEMENT. B SLUMPS SHALL BE 6 MINIMUM AND 7 MAXIMUM. C JOB SITE WATER SHALL NOT BE ADDED. 3 ALL CONCRETE WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE ACI BUILDING CODE (ACI 318-19), THE ACI DETAILING MANUAL (ACI 315 / LATEST EDITION), AND THE SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS (ACI 301 / LATEST EDITION). 4 SUBMIT ALL REINFORCING STEEL SHOP DRAWINGS FOR APPROVAL PRIOR TO ANY FABRICATION. 5 CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS REQUIRED BY THE CURRENT ACI SPECIFICATIONS. 6 THE MIX DESIGN SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS: COMPRESSIVE STRENGTH : 3000 PSI (U.O.N.) SLUMP: 6 TO 7 +/- 1 AIR CONTENT(ASTM C260: 5% +/- 1% (OPTIONAL) WATER/CEMENT RATIO: 0.50 MAX. COARSE AGGREGATE : 3/4' ASTM C33 WATER SHALL BE CLEAN AND POTABLE NO WATER SHALL BE ADDED TO THE MIX AFTER INITIAL BATCHING, UNLESS THE SLUMP OF THE CONCRETE WHEN DELIVERED IS LESS THAT SPECIFIED. IN SUCH CIRCUMSTANCES, WATER MAY BE ADDED ONLY WITH THE APPROVAL OF THE ENGINEER AND ONLY TO THE EXTENT REQUIRED TO REACH SPECIFIED SLUMP LIMITS. WATER SHALL BE INTRODUCED UNDER PRESSURE AND THE DRUM SHALL BE TURNED AT MIXING SPEED AN ADDITIONAL 30 REVOLUTIONS MINIMUM TO INSURE UNIFORMITY OF MIX. 7 NO CONCRETE SHALL BE PLACED UNTIL ALL REINFORCING STEEL FOR THE POUR IS IN ITS PROPER LOCATION AND THE OWNER'S REPRESENTATIVE'S PERMISSION HAS BEEN GIVEN FOR THE POUR. REINFORCING MESH SHALL BE WELDED WIRE FABRIC AS SPECIFIED ON THE DRAWINGS. 8 PLACING OF CONCRETE SHALL CONFORM TO ACI 301 & ACI 304-19, "RECOMMENDED PRACTICE FOR MEASURING, MIXING TRANSPORTING AND PLACING CONCRETE PLACE CONCRETE AS CONTINUOUSLY AS POSSIBLE UNTIL POUR IS COMPLETE SO THAT NO CONCRETE IS PLACED AGAINST CONCRETE THAT HAS ATTAINED ITS INITIAL SET, EXCEPT AT AUTHORIZED JOINTS (MAX. 90 MINUTES APART). 9 PLACE CONCRETE AS NEAR AS POSSIBLE TO ITS FINAL POSITION. PREVENT SEGREGATION. USE CHUTES OR TREMIES AS NECESSARY. THE MAXIMUM FREE DROP SHALL BE 4-FEET. COMPACT DURING PLACING WITH INTERNAL VIBRATORS (800 VPM MINIMUM). WORK AROUND REINFORCEMENT, EMBEDDED FIXTURES, AND INTO FORM CORNERS. DO NOT OVER -VIBRATE, AND DO NOT USE VIBRATORS TO TRANSPORT CONCRETE WITHIN THE FORMS. 10 CONCRETE CURING: FRESHLY DEPOSITED CONCRETE SHALL BE PROTECTED FROM PREMATURE DRYING AND EXCESSIVELY HOT TEMPERATURES, AND SHALL BE MAINTAINED WITH A MINIMAL MOISTURE LOSS AT RELATIVELY CONSTANT TEMPERATURE ABOVE 70 DEGREES F. FOR THE FIRST THREE DAYS AND ABOVE 55 DEGREES F. FOR AT LEAST THE NEXT 4 DAYS. UNFORMED SURFACES MAY BE CURED USING A SILICATE BASE, CURING COMPOUND OR BY COVERING WITH WATERPROOF PAPER OR POLYETHYLENE FILM. APPLY POLYETHYLENE FILM AS SOON AS FINISHING OPERATIONS ARE COMPLETE AND THE CONCRETE IS SUFFICIENTLY HARD TO BE UNDAMAGED BY THE COVERING. SPRINKLE CONCRETE AS NECESSARY DURING APPLICATION OF COVERING. LAP EDGES AND ENDS AT LEAST 4-INCHES, AND SEAL LAPS. WEIGH DOWN COVERING TO PREVENT DISPLACEMENT. PATCH HOLES AND TEARS THAT OCCUR DURING THE CURING PERIOD. APPLY CURING COMPOUNDS STRICTLY ACCORDING TO THE MANUFACTURER'S INSTRUCTIONS USING LOW PRESSURE SPRAY EQUIPMENT. APPLY CURING COMPOUND AS SOON AS FINISHING OPERATIONS ARE COMPLETE AND FREE WATER ON SURFACE HAS DISAPPEARED, AND NO WATER SHEEN CAN BE SEEN. APPLY 2 COATS AT RIGHT ANGLES TO EACH OTHER WHERE NECESSARY TO ACHIEVE PROPER COVERAGE. 11 UNLESS OTHERWISE SPECIFIED. PLACE REINFORCEMENT 2" CLEAR FROM BOTTOM OF THE SLAB AND SUPPORT ON 2" MIN. TALL SLAB BOLSTERS SPACED AT Y-O" ON CENTER MAX. GRID. ACCEPTABLE BOLSTERS SHALL BE CHAIRS OR BESSER BRICK. 12 REQUIREMENTS: A ALL REINFORCING STEEL SHALL BE MANUFACTURED FROM HIGH STRENGTH BILLET STEEL CONFORMING TO ASTM DESIGNATION A 615 GRADE 60. B W.W.F. SHALL COMPLY WITH ASTM A 185. 13 LAP ALL BARS MINIMUM 48 DIAMETERS UNLESS OTHERWISE NOTED ON DRAWINGS. LAP ALL W.W.F. A MINIMUM OF 6" UNLESS OTHERWISE NOTED. 14 REINFORCING BARS: A AT CORNERS OF CONCRETE WALLS, BEAMS AND CONTINUOUS WALL FOOTINGS, PROVIDE (1)- 5 X 5'-0" BENT BAR FOR EACH HORIZONTAL BAR SCHEDULED AT EACH FACE. B WHERE COLUMNS ARE AN INTEGRAL PART OF CONCRETE WALLS, WALL REINFORCEMENT SHALL BE CONTINUOUS THRU THE COLUMNS. C ALL HOOKS SHOWN IN REINFORCEMENT SHALL BE ACI RECOMMENDED HOOKS UNLESS OTHERWISE NOTED. 15 CONSTRUCTION JOINTS IN STRUCTURAL SLABS AND BEAMS SHALL BE AT MID -SPAN AND KEY JOINTED WITH REINFORCING CONTINUOUS ACROSS JOINT, ADDITIONAL SHEAR FRICTION REINFORCING. 16. A QUALIFIED TESTING LABORATORY SHALL BE RETAINED TO PERFORM THE FOLLOWING CONCRETE TEST: (ONE COPY OF ALL TEST REPORTS SHALL BE SENT DIRECTLY TO STRUCTURAL ENGINEER) A CYLINDER STRENGTH TESTS - ASTM C39: ONE SET OF FOUR CYLINDERS FOR EACH 50 CUBIC YARDS OR FRACTION THEREOF. TEST ONE CYLINDER AT 7 DAYS AND TWO AT 28 DAYS. HOLD THE FINAL CYLINDER IN RESERVE. B SLUMP TESTS - ASTM C143 17. STRUCTURAL CONCRETE SHALL NOT BE STRIPPED UNTIL IT REACHES A MINIMUM OF TWO THIRDS OF THE 28 DAY DESIGN STRENGTH (MIN. OF 7 DAYS). DESIGN, ERECTION, AND REMOVAL OF ALL FORM WORK SHALL MEET THE REQUIREMENTS AS SET FORTH IN THE CURRENT ACI 347 AND ACI 301 LATEST EDITIONS UNLESS PROVISIONS OF NOTE #10 ARE MEET. 18. SUBMIT PROPOSED CONCRETE MIX DESIGN PRIOR TO CONSTRUCTION, INCLUDING BACKUP DATA IN ACCORDANCE WITH ACI 301 CHAPTER 3, SECTION 3.9, EXCLUDING SECTION 3.9.3.3. ALSO SUBMIT DEVILED SHOP DRAWINGS OF REINFORCING BARS SHOWING NUMBER, SIZE, AND LOCATION. INCLUDE BAR LISTS AND BEND DIAGRAMS. dot J A""') N3T28,39"I 232 61'(Pl ,r Q 0 Q 5 X 1431Z050 , �- 10 13% q , �, iv" � �, o % � \ -�--`"__ Gnrag" F1 11 �, w p� I,-6. t, cb 1, - %. O� _. �v I N \ \ \ 'I Y,,, ,� o $ �O,3,O_ V,7 ,� , o pa FIR 99 A 4676 6 __' -, 40O MKo y3 f P 3g 5 . 9 .t(A t\,r & P. o. ?. '�1-1 ,: T....-....---^^.'."..".gym j , •-{ �O �7- t `^0 - __ 0 ; ) i 5 0 9 3 5 tJ1 1 c. m - o • I S " �O lR O i i 0 i Cp r+ t .=_ - �8bi -3 0 .� I I,41 -- C m 0 C. � I �� 1 .. i j _ - - _ "� t j ._ -137. 7 � t}T F - t� + ,1-?`51 �06 R S44^41'08 W 213.46'(P) 544'41' 13'w 213.57'(M) Tract GViIa9) 12 (GePf�Y g, o5E Harbour Ridge P.6.28 PP- A tiondominurn _.._......__..... �BOUNDARY E NOT TO SCALE REINFORCED MASONRY WALLS AND 'PARTITIONS: 1. ALL MASONRY CONSTRUCTION TO BE IN ACCORDANCE WITH "SPECIFICATION FOR MASONRY STRUCTURES", ACI 530, AND ALL APPLICABLE LOCAL BUILDING CODE PROVISIONS. ALL MASONRY WALLS TO BE CONSTRUCTED ENTIRELY OF UNITS CONFORMING TO ASTM C-90 AND REINFORCED WITH #9 GAGE TRUSS TYPE HORIZONTAL MASONRY REINFORCING LOCATED AT 16" O.C. ALL MASONRY TO BE LAID WITH FULL HEAD AND BED JOINTS. ALL MASONRY CONSTRUCTION TO BE EITHER BOUND BY TIE BEAM, TIE COLUMN MEMBERS OR TIED TO FRAME WITH 16 GAUGE CONTINUOUS DOVE TAIL SLOT AND 12 GAUGE DOVETAIL ANCHOR SPACE AT 16" O.C. (TOP AND THE VERTICAL SIDE), UNLESS OTHERWISE DETAILED. 2. CONCRETE MASONRY UNITS: THE QUALITY STANDARDS FOR THE UNITS SHALL CONFORM TO THE AMERICAN STANDARD SPECIFICATIONS FOR HOLLOW LOAD BEARING MASONRY UNITS (ASTM C90-70). MINIMUM F'M SHALL BE 1700 PSI PER PLANS BASED ON THE SHELL FACE MORTAR BEDDING. 3. ALL BLOCK CELLS AT RETAINING WALLS SHALL 3E FILLED WITH GROUT AND REINFORCED PER PLANS. DOWELS SHALL BE USED TO PROVIDE CONTINUITY INTO THE STRUCTURE AND /OR BELOW. 4. REINFORCED UNIT MASONRY: ALL REINFORCED MASONRY CONSTRUCTION, WHERE CALLED FOR ON PLANS, SHALL BE IN ACCORD WITH APPLICABLE PROVISIONS OF CONCRETE REINFORCEMENT, CAST -IN -PLACE CONCRETE AND CONCRETE MASONRY. VERTICAL REINFORCING SHALL ANCHOR INTO SUPPORTING CONCRETE MEMBERS A CLASS "C" LAP LENGTH PLUS 3" OR FULL DEPTH, PLUS A STANDARD HOOK. LAPS WITH REINFORCED MASONRY SHALL BE 48 BAR DIAMETERS. CONTRACTOR SHALL COORDINATE PLACING OF DOWELS TO ACCOMMODATE MODULE OF MASONRY UNITS. ALL VERTICAL CELLS AND BEAMS WITH REINFORCING SHALL BE FILLED WITH COARSE GROUT CONSISTING OF 3000 PSI CONCRETE WITH 3/8" COURSE AGGREGATE. USE HIGH SLUMP (SUPER -PLASTICIZED) WHERE HEIGHT OF LIFT EXCEEDS 4'-O". WHERE HEIGHT OF OPEN CELL EXCEEDS 4'-0", USE HIGH LIFT GROUTING TECHNIQUE WHICH REQUIRES A CLEAN -OUT OPENING AT THE BOTTOM OF ALL CELLS AND PLACING THE GROUT IN MAXIMUM 4'-O" LIFTS WITH A 30 TO 60 MINUTE DELAY BETWEEN LIFTS. ALL WALLS iL) BE REINFORCED AS INDICATED ON PLANS. 5. CONCRETE MASONRY UNITS (BLOCK) SHALL COMPLY WITH THE PROVISIONS OF THE STANDARD SPECIFICATION FOR THE DESIGN AND CONSTRUCTION OF LOAD BEARING CONCRETE MASONRY, NCMA TR-75B OR ACI 531. 6. HOLLOW BLOCK SHALL COMPLY TO ASTM C-90, TYPE 11, GRADE N-11. N SOLID BLOCK SHALL COMPLY WITH ASTM C-145, TYPE 11, GRADE N-11. 7. MORTAR: THE MORTAR USED FOR MASONRY CONSTRUCTION SHALL BE TYPE "M" BELOW GRADE AND TYPE "S" ABOVE GRADE AND SHALL CONFORM TO ALL THE REQUIREMENTS OF THE APPLICABLE BUILDING CODE, LATEST EDITION. CALCIUM CHLORIDE SHALL NOT BE USED IN MORTAR. B. VERTICAL REINFORCING SHALL CONFORM TO ASTM A615, GRADE 60. FILL ALL REINFORCED CELLS WITH 3000 PSI CONCRETE OR GROUT. SEE PLAN FOR SIZE AND SPACING OR VERTICAL REINFORCING. 9. MASONRY COMPRESSIVE STRENGTH F'M=1700 PSI MIN.; GROUT/MORTAR TYPE S = 1800 PSI MIN.. 10. UNLESS OTHERWISE DETAILED ON PLANS PROVIDE MINIMUM EMBEDMENT OF VERTICAL WALL REINFORCEMENT OF 6" INTO BEAM/TIE BEAM. ALL STARTER BARS IN BEAM/TIE BEAM TO HAVE A MINIMUM LAP LENGTH OF 48 BAR DIAMETERS FOR CONT. VERTICAL WALL REINFORCEMENT. 11. CONSTRUCTION: THE FIRST COURSE OF ALL HOLLOW MASONRY SHALL BE LAID IN A FULL BED OF MORTAR. ALL UNITS SHALL BE LAID WITH FULL FACE SHELL MORTAR BEDS. ALL HEAD AND END JOINTS SHALL BE FILLED SOLIDLY WITH MORTAR FOR A DISTANCE IN FROM THE FACE OF THE UNIT OR WALL, NOT LESS THAT THE THICKNESS OF THE LONGITUDINAL FACE SHELLS. MORTAR JOINTS SHALL BE MAINTAINED AT 3/8" THICKNESS FOR BOTH THE HORIZONTAL AND VERTICAL JOINTS, UNLESS NOTED OTHERWISE. 12. PROVIDE MASONRY HORIZONTAL REINFORCING AT 16" O.C. IN ALL MASONRY WALLS. WALLS LAID UP IN STACK BOND SHALL HAVE "TRUSS" TYPE REINFORCING AT 16" O.C. EXCEPT THE TOP 3 COURSES SHALL BE 8" O.C. WALLS LAID UP IN RUNNING BOND MAY HAVE "LADDER" TYPE REINFORCING. PROVIDE A MINIMUM 6" LAP AT SPLICES. PROVIDE SPECIAL FABRICATED TEES AND CORNER UNITS AT INTERSECTING WALLS FOR WALLS LAID UP IN STACK BOND. SEE PLANS FOR VARIATIONS. 13. CONTACT LAP SPLICES FOR VERTICAL REINFORCING (UNLESS NOTED OTHERWISE): 13.1. COMPRESSION SPLICES: 30 DIAMETERS 13.2. TENSION SPLICES: 48"0 FOR #3 & #4 30"0 FOR #5 36"0 FOR #6 45"0 FOR #7 REINFORCING BARS SHALL BE ACCURATELY POSITIONED ACCORDING TO THE DRAWINGS AND SHALL BE SECURED TO PREVENT DISPLACEMENT DURING GROUTING 14. GROUT FOR BOND BEAMS, PILASTERS, AND CORE FILL SHALL HAVE A MINIMUM F'C = 3000 PSI 0 28 DAYS AND SHALL BE IN ACCORDANCE WITH ASTM C-476 AND A MAXIMUM SIZE OF AGGREGATE OF 3/8". CALCIUM CHLORIDE SHALL NOT BE USED IN GROUT. SLUMP SHALL BE 8" +/- 1". 15. GROUTING OF WALLS SHALL BE ACCOMPLISHED BY ONE OF THE FOLLOWING METHODS: 15.1. PLACE GROUT IN MAXIMUM 4'-O" LIFTS AND CONSOLIDATE. ALLOW GROUT TO SET FOR MINIMUM OF 15 MINUTES BETWEEN EACH SUCCEEDING 4'-O" LIFT (UNLESS NOTED OTHERWISE). 15.2. PLACE GROUT IN MAXIMUM 8'-O" LIFTS AND CONSOLIDATE. ALLOW GROUT TO SET FOR MINIMUM OF 24-HOURS BETWEEN EACH SUCCEEDING 8'-0" LIFT. PROVIDE CLEANOUTS AT BOTTOM OF CORES TO BE FILLED (UNLESS NOTED OTHERWISE). 16. ALL MASONRY SHALL BE LAID UP IN RUNNING BOND, UNLESS STIPULATED OTHERWISE BY THE ENGINEER. 17. ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE "BUILDING CODE REQUIREMENTS FOR CONCRETE MASONRY STRUCTURES", ACI 531, LATEST EDITION. 18, A 3/4"0 HEAD, LOW VELOCITY VIBRATOR SHALL BE PLACED IN EACH GROUTED CELL FOR 1 TO 2 SECONDS (DO NOT "OVER" VIBRATE THE GROUT). 19. SUBMITTALS (PRIOR TO CONSTRUCTION): 19.1. PROPOSED GROUT MIX DESIGN. 19.2. PROPOSED MORTAR MIX DESIGN. 19.3. DETAILED SHOP DRAWINGS OF REINFORCING BARS SHOWING NUMBER, SIZE, AND LOCATION. 19.4. COMPRESSIVE STRENGTH TESTS OF PROPOSED MASONRY UNITS IN ACCORDANCE WITH ASTM C140. 20. A QUALIFIED TESTING LA130RATORY SHALL BE RETAINED TO PERFORM THE FOLLOWING TESTS: 20.1. SAMPLE AND TEST GROUT IN ACCORDANCE WITH ASTM C1019 FOR EACH 5000 SQFT OF MASONRY. 20.2. SLUMP TEST - ASTM C143 _ _20T5p1hn \ + x 8.32 k.y� r,-r PRM14676 0.28' w o+ F GENERAL NOTES: CODES AND STANDARDS 1. THE PROJECT IS DESIGNED IN ACCORDANCE WITH THE FOLLOWING CODES: 1.1. FLORIDA BUILDING CODE; BUILDING AND RESIDENTIAL; 7TH EDITION, 2020, ASCE 7-16, ASD, & AISC 2. ARCHITECTURAL DRAWINGS: 2.1. THE STRUCTURAL DRAWINGS ARE PART OF THE CONTRACT DOCUMENTS AND DO NOT BY THEMSELVES PROVIDE ALL THE INFORMATION REQUIRED TO PROPERLY COMPLETE THE PROJECT STRUCTURE. THE GENERAL CONTRACTOR SHALL CONSULT THE ARCHITECTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS AND COORDINATE THE INFORMATION CONTAINED IN THESE DRAWINGS WITH THE STRUCTURAL DRAWINGS TO PROPERLY CONSTRUCT THE PROJECT. 2.2. REFER TO ARCHITECTURAL, MECHANICAL, PLUMBING, OR ELECTRICAL DRAWINGS FOR ADDITIONAL OPENINGS, DEPRESSIONS, FINISHES, INSERTS, BOLTS, SETTINGS, DRAINS, REGLETS, ETC. 2.3. BEFORE ORDERING ANY MATERIALS OR DOING ANY WORK, THE CONTRACTOR SHALL VERIFY ALL MEASUREMENTS TO PROPERLY SIZE OR FIT THE WORK. NO EXTRA CHARGE OR COMPENSATION WILL BE ALLOWED BY THE OWNER RESULTING FROM THE CONTRACTOR'S FAILURE TO COMPLY WITH THIS REQUIREMENT. 2.4. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER BEFORE PROCEEDING WITH ANY WORK. 3. SECTIONS AND DETAILS: 3.1. ALL DETAILS, SECTIONS AND NOTES SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE UNLESS OTHERWISE SHOWN. 4. SUBMIT SHOP DRAWINGS AS REQUIRED. ALLOW FOR TWO WEEKS FOR THE REVIEW OF THESE DOCUMENTS AFTER RECEIPT OF SUBMITTALS BY CSM ENGINEERING. ALL SUBMITTALS SHALL BE CHECKED AND SIGNED BY THE GENERAL CONTRACTOR AND SIGNED AND SEALED BY THE DELEGATED ENGINEER. 5. THE PROJECT IS DESIGNED IN ACCORDANCE WITH FBC 2020 SECTION 1612 AND ASCE 24-14. 6. CSM IS NOT THE ENGINEER OF RECORD. CSM ENGINEERING IS SPECIALTY ENGINEER FOR THE FOUNDATION, FIRST FLOOR WALLS AND COLUMNS, SECOND FLOOR EPICORE SLAB, AND ASSOCIATED DETAILS. DIMENSIONS: 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON JOB SITE WITH COMPLETE SET OF LATEST DRAWINGS. NOTES AND DIMENSIONS SHALL BE CHECKED AND VERIFIED WITH ARCHITECTURAL AND STRUCTURAL DRAWINGS. ANY DISCREPANCIES IN NOTES OR DIMENSIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE COMMENCING WORK SO THAT PROPER WORK CAN BE EXECUTED. DO NOT ASSUME OR GUESS ANY DIM. OR ELEMENTS CONNECTIONS AND ELEVATIONS. 2. UNLESS SPECIFICALLY DETAILED ON THESE DRAWINGS, CONTRACTOR SHALL FURNISH AND INSTALL ADEQUATE SHORING, BRACING, ETC. REQUIRED TO SAFELY SUPPORT ALL CONSTRUCTION LOADS AND SHALL BE FULLY RESPONSIBLE FOR THE SAME. SHORING MUST COMPLY WITH ALL LOCAL AND OSHA REQUIREMENTS. 3. DETAILS AND CONDITIONS NOT SPECIFICALLY SHOWN SHALL BE CONSTRUCTED IN ACCORDANCE WITH DETAILS SHOWN FOR SIMILAR CONDITIONS AND MATERIAL. CONCRETE BEAMS: 1.C BAR: 1 1 TOP BAR AT INTERIOR SUPPORT (IN ADDITION TO TOP CONT. BARS) PLACE IN SAME LAYER AS TOP CONT. BAR (U.N.O.). LOCATE AT RIGHT SUPPORT OF SPAN INDICATED IN SCHEDULE 2. "D" BAR: 2.1. TOP BAR AT EXTERIOR SUPPORT (IN ADDITION TO TOP CONT. BARS) PLACE IN SAME LAYER AS TOP CONT. BAR (U.N.O.) 3. "E" BAR: 3.1. DIAGONAL BAR AT EACH CORNER AND EACH SIDE OF BEAM TO COLUMN CONNECTION. BAR TO MAINTAIN 1-1/2" COVER. 4. CLASS "B" TENSION SPLICE: 4 - 24" 5 - 30" 6 - 36" 7 - 45" 5. WHEN ADJACENT BEAMS OR TIE BEAMS HAVE TOP CONT. BARS OF DIFFERENT SIZE, THE TRANSITION SHOULD BE MADE AT MID SPAN OF THE BEAM WITH SMALLER SCHEDULED BARS. USE LAP SPLICE LENGTH OF SMALLER SIZE BAR. 6. (2L) INDICATES BARS PLACE IN TWO LAYERS. WHERE BARS ARE PLACED IN TWO LAYERS, THE SECOND LAYER BARS MUST BE PLACED DIRECTLY UNDER BARS IN THE FIRST LAYER OR DIRECTLY OVER BAR IN THE FIRST LAYER. PROVIDE 1" CLEAR DISTANCE BETWEEN LAYERS OR ONE BAR DIAMETER, WHICHEVER IS THE GREATER DISTANCE. "C" Bar "D" Bar Top Cont. Top Cont. Class "B" splice at mid span "E" Bar Ant. Bar "C" Bar 11 0.25 L1 0.25 L1 0.25 L2 0.25 L2 �L O 0Ik ott. Bar Q im / / �, H _\11 stirrups stirrups 6 3" see schedule 3" � 3" see schedule 3" 3" col L1 (End Span) L2 (Interior Span) col CONSTRUCTION PLA! S: SHEET DESCRIPTION S-1 + ,1-?`51 �06 R S44^41'08 W 213.46'(P) 544'41' 13'w 213.57'(M) Tract GViIa9) 12 (GePf�Y g, o5E Harbour Ridge P.6.28 PP- A tiondominurn _.._......__..... �BOUNDARY E NOT TO SCALE REINFORCED MASONRY WALLS AND 'PARTITIONS: 1. ALL MASONRY CONSTRUCTION TO BE IN ACCORDANCE WITH "SPECIFICATION FOR MASONRY STRUCTURES", ACI 530, AND ALL APPLICABLE LOCAL BUILDING CODE PROVISIONS. ALL MASONRY WALLS TO BE CONSTRUCTED ENTIRELY OF UNITS CONFORMING TO ASTM C-90 AND REINFORCED WITH #9 GAGE TRUSS TYPE HORIZONTAL MASONRY REINFORCING LOCATED AT 16" O.C. ALL MASONRY TO BE LAID WITH FULL HEAD AND BED JOINTS. ALL MASONRY CONSTRUCTION TO BE EITHER BOUND BY TIE BEAM, TIE COLUMN MEMBERS OR TIED TO FRAME WITH 16 GAUGE CONTINUOUS DOVE TAIL SLOT AND 12 GAUGE DOVETAIL ANCHOR SPACE AT 16" O.C. (TOP AND THE VERTICAL SIDE), UNLESS OTHERWISE DETAILED. 2. CONCRETE MASONRY UNITS: THE QUALITY STANDARDS FOR THE UNITS SHALL CONFORM TO THE AMERICAN STANDARD SPECIFICATIONS FOR HOLLOW LOAD BEARING MASONRY UNITS (ASTM C90-70). MINIMUM F'M SHALL BE 1700 PSI PER PLANS BASED ON THE SHELL FACE MORTAR BEDDING. 3. ALL BLOCK CELLS AT RETAINING WALLS SHALL 3E FILLED WITH GROUT AND REINFORCED PER PLANS. DOWELS SHALL BE USED TO PROVIDE CONTINUITY INTO THE STRUCTURE AND /OR BELOW. 4. REINFORCED UNIT MASONRY: ALL REINFORCED MASONRY CONSTRUCTION, WHERE CALLED FOR ON PLANS, SHALL BE IN ACCORD WITH APPLICABLE PROVISIONS OF CONCRETE REINFORCEMENT, CAST -IN -PLACE CONCRETE AND CONCRETE MASONRY. VERTICAL REINFORCING SHALL ANCHOR INTO SUPPORTING CONCRETE MEMBERS A CLASS "C" LAP LENGTH PLUS 3" OR FULL DEPTH, PLUS A STANDARD HOOK. LAPS WITH REINFORCED MASONRY SHALL BE 48 BAR DIAMETERS. CONTRACTOR SHALL COORDINATE PLACING OF DOWELS TO ACCOMMODATE MODULE OF MASONRY UNITS. ALL VERTICAL CELLS AND BEAMS WITH REINFORCING SHALL BE FILLED WITH COARSE GROUT CONSISTING OF 3000 PSI CONCRETE WITH 3/8" COURSE AGGREGATE. USE HIGH SLUMP (SUPER -PLASTICIZED) WHERE HEIGHT OF LIFT EXCEEDS 4'-O". WHERE HEIGHT OF OPEN CELL EXCEEDS 4'-0", USE HIGH LIFT GROUTING TECHNIQUE WHICH REQUIRES A CLEAN -OUT OPENING AT THE BOTTOM OF ALL CELLS AND PLACING THE GROUT IN MAXIMUM 4'-O" LIFTS WITH A 30 TO 60 MINUTE DELAY BETWEEN LIFTS. ALL WALLS iL) BE REINFORCED AS INDICATED ON PLANS. 5. CONCRETE MASONRY UNITS (BLOCK) SHALL COMPLY WITH THE PROVISIONS OF THE STANDARD SPECIFICATION FOR THE DESIGN AND CONSTRUCTION OF LOAD BEARING CONCRETE MASONRY, NCMA TR-75B OR ACI 531. 6. HOLLOW BLOCK SHALL COMPLY TO ASTM C-90, TYPE 11, GRADE N-11. N SOLID BLOCK SHALL COMPLY WITH ASTM C-145, TYPE 11, GRADE N-11. 7. MORTAR: THE MORTAR USED FOR MASONRY CONSTRUCTION SHALL BE TYPE "M" BELOW GRADE AND TYPE "S" ABOVE GRADE AND SHALL CONFORM TO ALL THE REQUIREMENTS OF THE APPLICABLE BUILDING CODE, LATEST EDITION. CALCIUM CHLORIDE SHALL NOT BE USED IN MORTAR. B. VERTICAL REINFORCING SHALL CONFORM TO ASTM A615, GRADE 60. FILL ALL REINFORCED CELLS WITH 3000 PSI CONCRETE OR GROUT. SEE PLAN FOR SIZE AND SPACING OR VERTICAL REINFORCING. 9. MASONRY COMPRESSIVE STRENGTH F'M=1700 PSI MIN.; GROUT/MORTAR TYPE S = 1800 PSI MIN.. 10. UNLESS OTHERWISE DETAILED ON PLANS PROVIDE MINIMUM EMBEDMENT OF VERTICAL WALL REINFORCEMENT OF 6" INTO BEAM/TIE BEAM. ALL STARTER BARS IN BEAM/TIE BEAM TO HAVE A MINIMUM LAP LENGTH OF 48 BAR DIAMETERS FOR CONT. VERTICAL WALL REINFORCEMENT. 11. CONSTRUCTION: THE FIRST COURSE OF ALL HOLLOW MASONRY SHALL BE LAID IN A FULL BED OF MORTAR. ALL UNITS SHALL BE LAID WITH FULL FACE SHELL MORTAR BEDS. ALL HEAD AND END JOINTS SHALL BE FILLED SOLIDLY WITH MORTAR FOR A DISTANCE IN FROM THE FACE OF THE UNIT OR WALL, NOT LESS THAT THE THICKNESS OF THE LONGITUDINAL FACE SHELLS. MORTAR JOINTS SHALL BE MAINTAINED AT 3/8" THICKNESS FOR BOTH THE HORIZONTAL AND VERTICAL JOINTS, UNLESS NOTED OTHERWISE. 12. PROVIDE MASONRY HORIZONTAL REINFORCING AT 16" O.C. IN ALL MASONRY WALLS. WALLS LAID UP IN STACK BOND SHALL HAVE "TRUSS" TYPE REINFORCING AT 16" O.C. EXCEPT THE TOP 3 COURSES SHALL BE 8" O.C. WALLS LAID UP IN RUNNING BOND MAY HAVE "LADDER" TYPE REINFORCING. PROVIDE A MINIMUM 6" LAP AT SPLICES. PROVIDE SPECIAL FABRICATED TEES AND CORNER UNITS AT INTERSECTING WALLS FOR WALLS LAID UP IN STACK BOND. SEE PLANS FOR VARIATIONS. 13. CONTACT LAP SPLICES FOR VERTICAL REINFORCING (UNLESS NOTED OTHERWISE): 13.1. COMPRESSION SPLICES: 30 DIAMETERS 13.2. TENSION SPLICES: 48"0 FOR #3 & #4 30"0 FOR #5 36"0 FOR #6 45"0 FOR #7 REINFORCING BARS SHALL BE ACCURATELY POSITIONED ACCORDING TO THE DRAWINGS AND SHALL BE SECURED TO PREVENT DISPLACEMENT DURING GROUTING 14. GROUT FOR BOND BEAMS, PILASTERS, AND CORE FILL SHALL HAVE A MINIMUM F'C = 3000 PSI 0 28 DAYS AND SHALL BE IN ACCORDANCE WITH ASTM C-476 AND A MAXIMUM SIZE OF AGGREGATE OF 3/8". CALCIUM CHLORIDE SHALL NOT BE USED IN GROUT. SLUMP SHALL BE 8" +/- 1". 15. GROUTING OF WALLS SHALL BE ACCOMPLISHED BY ONE OF THE FOLLOWING METHODS: 15.1. PLACE GROUT IN MAXIMUM 4'-O" LIFTS AND CONSOLIDATE. ALLOW GROUT TO SET FOR MINIMUM OF 15 MINUTES BETWEEN EACH SUCCEEDING 4'-O" LIFT (UNLESS NOTED OTHERWISE). 15.2. PLACE GROUT IN MAXIMUM 8'-O" LIFTS AND CONSOLIDATE. ALLOW GROUT TO SET FOR MINIMUM OF 24-HOURS BETWEEN EACH SUCCEEDING 8'-0" LIFT. PROVIDE CLEANOUTS AT BOTTOM OF CORES TO BE FILLED (UNLESS NOTED OTHERWISE). 16. ALL MASONRY SHALL BE LAID UP IN RUNNING BOND, UNLESS STIPULATED OTHERWISE BY THE ENGINEER. 17. ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE "BUILDING CODE REQUIREMENTS FOR CONCRETE MASONRY STRUCTURES", ACI 531, LATEST EDITION. 18, A 3/4"0 HEAD, LOW VELOCITY VIBRATOR SHALL BE PLACED IN EACH GROUTED CELL FOR 1 TO 2 SECONDS (DO NOT "OVER" VIBRATE THE GROUT). 19. SUBMITTALS (PRIOR TO CONSTRUCTION): 19.1. PROPOSED GROUT MIX DESIGN. 19.2. PROPOSED MORTAR MIX DESIGN. 19.3. DETAILED SHOP DRAWINGS OF REINFORCING BARS SHOWING NUMBER, SIZE, AND LOCATION. 19.4. COMPRESSIVE STRENGTH TESTS OF PROPOSED MASONRY UNITS IN ACCORDANCE WITH ASTM C140. 20. A QUALIFIED TESTING LA130RATORY SHALL BE RETAINED TO PERFORM THE FOLLOWING TESTS: 20.1. SAMPLE AND TEST GROUT IN ACCORDANCE WITH ASTM C1019 FOR EACH 5000 SQFT OF MASONRY. 20.2. SLUMP TEST - ASTM C143 _ _20T5p1hn \ + x 8.32 k.y� r,-r PRM14676 0.28' w o+ F GENERAL NOTES: CODES AND STANDARDS 1. THE PROJECT IS DESIGNED IN ACCORDANCE WITH THE FOLLOWING CODES: 1.1. FLORIDA BUILDING CODE; BUILDING AND RESIDENTIAL; 7TH EDITION, 2020, ASCE 7-16, ASD, & AISC 2. ARCHITECTURAL DRAWINGS: 2.1. THE STRUCTURAL DRAWINGS ARE PART OF THE CONTRACT DOCUMENTS AND DO NOT BY THEMSELVES PROVIDE ALL THE INFORMATION REQUIRED TO PROPERLY COMPLETE THE PROJECT STRUCTURE. THE GENERAL CONTRACTOR SHALL CONSULT THE ARCHITECTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS AND COORDINATE THE INFORMATION CONTAINED IN THESE DRAWINGS WITH THE STRUCTURAL DRAWINGS TO PROPERLY CONSTRUCT THE PROJECT. 2.2. REFER TO ARCHITECTURAL, MECHANICAL, PLUMBING, OR ELECTRICAL DRAWINGS FOR ADDITIONAL OPENINGS, DEPRESSIONS, FINISHES, INSERTS, BOLTS, SETTINGS, DRAINS, REGLETS, ETC. 2.3. BEFORE ORDERING ANY MATERIALS OR DOING ANY WORK, THE CONTRACTOR SHALL VERIFY ALL MEASUREMENTS TO PROPERLY SIZE OR FIT THE WORK. NO EXTRA CHARGE OR COMPENSATION WILL BE ALLOWED BY THE OWNER RESULTING FROM THE CONTRACTOR'S FAILURE TO COMPLY WITH THIS REQUIREMENT. 2.4. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER BEFORE PROCEEDING WITH ANY WORK. 3. SECTIONS AND DETAILS: 3.1. ALL DETAILS, SECTIONS AND NOTES SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE UNLESS OTHERWISE SHOWN. 4. SUBMIT SHOP DRAWINGS AS REQUIRED. ALLOW FOR TWO WEEKS FOR THE REVIEW OF THESE DOCUMENTS AFTER RECEIPT OF SUBMITTALS BY CSM ENGINEERING. ALL SUBMITTALS SHALL BE CHECKED AND SIGNED BY THE GENERAL CONTRACTOR AND SIGNED AND SEALED BY THE DELEGATED ENGINEER. 5. THE PROJECT IS DESIGNED IN ACCORDANCE WITH FBC 2020 SECTION 1612 AND ASCE 24-14. 6. CSM IS NOT THE ENGINEER OF RECORD. CSM ENGINEERING IS SPECIALTY ENGINEER FOR THE FOUNDATION, FIRST FLOOR WALLS AND COLUMNS, SECOND FLOOR EPICORE SLAB, AND ASSOCIATED DETAILS. DIMENSIONS: 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON JOB SITE WITH COMPLETE SET OF LATEST DRAWINGS. NOTES AND DIMENSIONS SHALL BE CHECKED AND VERIFIED WITH ARCHITECTURAL AND STRUCTURAL DRAWINGS. ANY DISCREPANCIES IN NOTES OR DIMENSIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE COMMENCING WORK SO THAT PROPER WORK CAN BE EXECUTED. DO NOT ASSUME OR GUESS ANY DIM. OR ELEMENTS CONNECTIONS AND ELEVATIONS. 2. UNLESS SPECIFICALLY DETAILED ON THESE DRAWINGS, CONTRACTOR SHALL FURNISH AND INSTALL ADEQUATE SHORING, BRACING, ETC. REQUIRED TO SAFELY SUPPORT ALL CONSTRUCTION LOADS AND SHALL BE FULLY RESPONSIBLE FOR THE SAME. SHORING MUST COMPLY WITH ALL LOCAL AND OSHA REQUIREMENTS. 3. DETAILS AND CONDITIONS NOT SPECIFICALLY SHOWN SHALL BE CONSTRUCTED IN ACCORDANCE WITH DETAILS SHOWN FOR SIMILAR CONDITIONS AND MATERIAL. CONCRETE BEAMS: 1.C BAR: 1 1 TOP BAR AT INTERIOR SUPPORT (IN ADDITION TO TOP CONT. BARS) PLACE IN SAME LAYER AS TOP CONT. BAR (U.N.O.). LOCATE AT RIGHT SUPPORT OF SPAN INDICATED IN SCHEDULE 2. "D" BAR: 2.1. TOP BAR AT EXTERIOR SUPPORT (IN ADDITION TO TOP CONT. BARS) PLACE IN SAME LAYER AS TOP CONT. BAR (U.N.O.) 3. "E" BAR: 3.1. DIAGONAL BAR AT EACH CORNER AND EACH SIDE OF BEAM TO COLUMN CONNECTION. BAR TO MAINTAIN 1-1/2" COVER. 4. CLASS "B" TENSION SPLICE: 4 - 24" 5 - 30" 6 - 36" 7 - 45" 5. WHEN ADJACENT BEAMS OR TIE BEAMS HAVE TOP CONT. BARS OF DIFFERENT SIZE, THE TRANSITION SHOULD BE MADE AT MID SPAN OF THE BEAM WITH SMALLER SCHEDULED BARS. USE LAP SPLICE LENGTH OF SMALLER SIZE BAR. 6. (2L) INDICATES BARS PLACE IN TWO LAYERS. WHERE BARS ARE PLACED IN TWO LAYERS, THE SECOND LAYER BARS MUST BE PLACED DIRECTLY UNDER BARS IN THE FIRST LAYER OR DIRECTLY OVER BAR IN THE FIRST LAYER. PROVIDE 1" CLEAR DISTANCE BETWEEN LAYERS OR ONE BAR DIAMETER, WHICHEVER IS THE GREATER DISTANCE. "C" Bar "D" Bar Top Cont. Top Cont. Class "B" splice at mid span "E" Bar Ant. Bar "C" Bar 11 0.25 L1 0.25 L1 0.25 L2 0.25 L2 �L O 0Ik ott. Bar Q im / / �, H _\11 stirrups stirrups 6 3" see schedule 3" � 3" see schedule 3" 3" col L1 (End Span) L2 (Interior Span) col CONSTRUCTION PLA! S: SHEET DESCRIPTION S-1 COVER, NOTES, AND LOCATION MAP S-2 FOUNDATION & SLAB PLAN S-2.1 FOUNDATION SECTIONS & DETAILS S-3 FIRST FLOOR WALL & COLUIMN PLAN S-4 SECOND FLOOR EPICORE SLAB & BEAM PLAN S-4.1 SECOND FLOOR EPICORE MIETAL DECK PLAN S-4.2 SECOND FLOOR EPICORE SF1IORING PLAN S-4.3 EPICORE STANDARD DETAILS & NOTES S-5 MISC. WALL DETAILS & SECTIONS TOTAL NUMBER OF SHEETS = 9 11 PROJECT: LAULETTA RESIDENCE FOUNDATION & EPICORE DRAWINGS 804 NW WINTERS CREEK ROAD PALM CITY, FL 34990 ST. LUCIE COUNTY ENGINEERING CIVIL o STRUCTURAL • MARINE GSM ENGINEERING, LLC 208 SW OCEA N BOULEVARD STUART FLORIDA 34994 f o: 772-220-4601 w: www.CSM-E.net E OF UTHORIZATION: 29057 CERTIFICAT A THE ENGINEER HEREBY EXPRESSLY RESERVES HIS/HER COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED, COPIED, OR ASSIGNED TO ANY THIRD PARTY IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF CSM ENGINEERING, LLC. THIS DOCUMENT THE IDEAS, AND DESIGNS INCORPORATED HEREIN AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS PROPERTY OF CSM ENGINEERING, LLC AND IS NOT TO BE USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF CSM ENGINEERING, LLC. CSM ENGINEERING, LLC COPYRIGHT �2021 1 PERMIT SET 6-9-2021 REVISED SET 8-23-2021 NOTES & COMMENTS ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL DIMENSIONS. ALL SCALES INDICATED PERTAIN TO 24"X36" PLOTS 1 2 3 4 5 DESIGNED BY: CAD DRAWN BY: MSM CHECKED BY: CAD SCALE: AS SHOWN PROJECT #: \`�\l11111Apj®,r \\\\ ,� A. 0A '°,`, �4� . �iCFN�' ) f .. N�. 76011D e €� STATE 4 -_ `N �i// ' - \� J II I11 1, -a 3- 0 CHARLES A DARDEN JR DATE FLORIDA REGISTERED PROFESSIONAL ENGINEER NO. 76910 SHEET NAME: COVER, NOTES, AND LOCATION MAP SHEET #: S-1 ell FF- 15" SLAB ON GRADEI SECOND FLOOR WALL EXTERIOR 14 SECOND FLOOR Lo POOL, SPA, AND DECK 6 STEP MIN. SL `-FTOP OF SLAB 15" SLAB 'OFF� )E BEAM�& -ADDED GRAI S T(P 75 SLAB ON SECOND FLOOR 'EVATOR PORCH EXTERIOR 71 61' STEP Ib SECOND FLOOR _j @ WALL EXTERIOR #5 MAIN '-,wTOP OF SLAB WALL EXTERIOR --------------- AFTOP OF SLAB #4 TEMP. BAR lw �—#~ MAIN~` \ � �|L VAPOR AT 12 O.C. `— ' ' BARRIER SOLID ONE—WAY SLAB SECTION ALL HORIZONTAL BTkRS TO EXTEND INTO BEAM MIN. 8" SUPPORT BOTTOM MAIN BARS ON BES3ER BRICK CHAIRS AT 36" O.C. MAX. TERMITE PROTECTION FOR NEW CONSTRUCTION AS PER F.B.C. 1818.1 8c F.B.C. R318.1 — CONTRACTOR TO REFERENCE F.B.C. FOR FURTHER REQUIREMENTS. SOIL TREATMENT USED FOR SUBTERRANEAN TERMITE PREVENTION INSIDE THE FOUNDATION PERIMETER SHALL BE DONE AFTER ALL EXCAVATION' BACKRLL|NC AND COMPACTION IS COMPLETE. IF SOIL AREA IS DISTURBED AFTER INITIAL CHEMICAL SOIL TREATMENT, AREA SHALL BE RE —TREATED WITH A CHEMICAL SOIL TREATMENT INCLUDING SPACES BOXED OR FRAMED. TREATMENT MUST BE IN ACCORDANCE WITH THE RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB ON GRADE FLOORS SHALL NOT BE OF CELLULOSE—CONTAIN|NG MATERIALS AND SHALL HAVE A MIN. WALL THICKNESS OF 0.010" AND SHALL BE SEALED WITHIN THE SLAB USING A NON —CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN PIPE AND SLEEVE. NO TERW|ODES SHALL BE APPLIED INSIDE THE SLEEVE PER FBC PLUMBING 305.1.1 CONTRACTOR TO VERIFY ALL DIMENSIONS WITH ARCHITECTURAL FLOOR PLANS CONCRETE BALCONY WATERPROOFING ALL CONCRETE BALCONIES ARE TO BE WATERPROOFED WITH MIN. 1 LAYER OF MER—KO HYDRO GUARD 2000 WITH A TYPE 2 CLOTH ABOVE AND A SECOND COAT OF K4ER—KO HYDRO GUARD 2000 ABOVE. APPLY PER PER MANUFACTURE SPECIFICATIONS OR APPROVED EQUAL. TERMITE TREAT SOIL TO CONFORM WITH F.B.C. 1816.1.1 CONTRACTOR TO PROVIDE TERMITE PROTECTION. MAIN HOUSE SLAB AREA = 5,407 SQFT LAULETTA RESIDENCE FOUNDATION & EPICORE DRAWINGS 804 NW WINTERS CREI___K ROAD PALM CITY, FL 34990 I—T.HE ENGINEER HEREBY EXPRESSLY RESERVES HIS/HER COMMON LAW COPMGHT AND OTHER PROPERTY RIGHTS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED, COPIED, OR ASSIGNED TO ANY THIRD PARTY IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF CSM ENGINEERING, LLC. THIS DOCUMENT, THE IDEAS, AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS PROPERTY OF CSM ENGINEERING, LLC AND IS NOT TO BE USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF CSM ENGINEERING, LLC. NOTES & COMMENTS ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL DIMENSIONS. ALL SCALES INDICATED PERTAIN TO 24"X36" PLOTS I 1 ENGINEER REVISIONS B-23-2021 DESIGNED BY: CHARLES DARDEN DRAWN BY: CHECKED BY. CHARLES DARDEN L CALE: AS SHOWN PROJECT STATE OP -Z' LFLORIDA REGISTERED PROFESSIONAL ENGINEER NO. 76910 SHEET NAME: FIRST FLOOR FOUNDATION & SLAB PLAN PROJECT: LAULETTA RESIDENCE FOUNDATION & EPICORE DRAWINGS '1W AM 'J. SECTION S E 2 TYPICA iOR 5 SECTION SCAL.E,'l/'2"=l;l CLIT: TlYLP2�QAL INTERIOR SECTION ENT R Y P 0 R Q Ull S _TA I RS I II SECTION P 'O� G A R A Q E OPENING NOR �_'; 'j - ': E T, Q, j H_ r6 3 SECTION AND F- '2 Typl INTEROR VYN L ff- L-1 I c . ... J ........ SECTION 3 Q A R A'G E E XTE R I kC+ �R NA L L. _f__ 1 .4' SECTION NOR 'fF.',HEAST PORCIH A C 0 UJMIN 'TC% C,"D 7 SECTION V.- "4' C ELEVAT OR SECTION - 12 S,G,,-, 01PENUNG AT PQlRQFl rs SECTION( 4 WALL ----------- 8 SECm'0N'-1, 1. #5 MAIN BOTTOM BARS AT MAX 12" O.C. V\// 3" COVER FROM TOP OF SLAB MUST BE SUPPORTED ON CHAIRS WITH MIN. 36"x36" ON CENTER GRID EACH WAY 2. 5" MIN. SLAB ON GRADE PER PLANS 3. #4 TEMP. BAR AT 12" O.C. EXTEND INTO FOOTING MIN. 6" AND 01\1 TOP OF MAIN #5 BARS PERPENDICULAR 4. STEM WALL BEAM FOOTING W/ 345 BARS TOP/BOTTOM 5. CMU WALL PER PLANS 6. #5 CONT. BARS AT 8" O.C. W/ #5 TRANSVERSE AT 24" O.C. MAX, 7. SLAB TO HAVE MIN. 3/4"x8" RECESS AT WALLS, 1.5"x8" AT DOORS, AND 1.5"xl 1.25" AT GARAGE FOR RAIN LIP 8. #3 STIRRUPS AT 24" O.C. MAX. 9. CONCRETE COLUMN PER STRUCTURAL PLANS 10. #5 BARS AT 8" O.C. MAX. EACH WAY 11, NON-STRUCTURAL WALL PER PLANS 12. MONOLITHIC BEAM FOOTING Wf#5 BARS TOP/BOTTC'vl AT 8" O.C. MAX. 13. COLUMN/REINFORCEMENT BEYOND 14. DRIVEWAY, SIDEWALK, OR POOL DECK BY OTHERS 15. 112" MIN. EXPANSION JOINT 16. 6 MIL VAPOR BARRIER 17. #4 NOSING BAR 804 NW WINTERS CREEK RO PALM CITY, FL 34990 ST. LUCIE COUNTY I E N G I N E ER I N G CIVIL* STRUCTURAL* MARINE GSM ENGINEERING, LLC 20B SW OCEAN BOULEVARD STUART, FLORIDA 34994 o: 772-220-4601 w: www.CSM—E.net CERTIFICATE OF AUTHORIZATION: 29057 THE ENGINEER HEREBY EXPRESSLY RESERVES HIS/HER COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED, COPIED, OR ASSIGNED TO ANY THIRD PARTY IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF CSM ENGINEERING, LLC. THIS DOCUMENT, THE IDEAS, AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS PROPERTY OF CSM ENGINEERING, LC AND IS NOT TO BE USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF CSM ENGINEERING, LLC. CSM ENGINEERING, LLC COPYRIGHT C2021 NOTES & COMMENTS ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL DIMENSIONS. ALL SCALES INDICATED PERTAIN TO 24X36" PLOTS 2 4 5 DESIGNED BY. CHARLES DARDEN DRAWN BY: CHECKED BY. CHARLES DARDEN SCALE: AS SHOWN PROJECT #: X. DAP it No. 76910 c� STATE= /ON 0' CHARLES A DARDEN JR DATE FLORIDA REGISTERED PROFESSIONAL ENGINEER NO. 76910 SHEET NAME: FOUNDATION SECTIONS & DETAILS SHEET S-2.1 HIGH STRENGTH PRECAST U. W/REINFORCING AS REQUII SEE LINTEL SCHED #5 HORIZONTAL BAR EXTEND INTO FILLED CE FOOTING PER PLAN ELEVATIONWINDOW SCALE: 1 d2" = 1 " - 0" EXTERI❑R FINISH RETURN 2X6 P,T, AT HEIGHT OF D❑ SET 1/2' INT❑ ❑PENING XTERI❑R FACE OF WALL FAVEN-NFNB.PUINILINI 31.E-1LLi 1/ C - 1 -V NSTALLATION NOTES 1. WINDOW OR DOOR BUCK FASTENING DETAILS TO MATCH OR EXCEED THE MANUFACTURERS TEST APPROVALS AND RECOMMENDATIONS. 2. WINDOW BUCKS ARE DESIGNED FOR WIND LOAD COMPLIANCE ONLY. ANY ADDITIONAL FASTENERS OR BUCKING REQUIRED FOR IMPACT RESISTANCE ARE TO BE SPECIFIED BY THE SPECIALTY ENGINEER FOR THE WINDOW MANUFACTURER IN ACCORDANCE WITH FBC 2020; 7TH EDITION. 3. WINDOW BUCKS ARE TO BE 1X8 & 2x8, #2 S.Y. PINE, P.T. PER INDUSTRY STANDARDS. BUCKS ARE TO BE FULLY BONDED TO MASONRY W/ SIKA 1A CONSTRUCTION ADHESIVE. FOR DOUBLE BUCK INSTALLATION, BUCKS ARE TO BE FULLY BONDED TO EACH OTHER. 4. FASTENERS ARE TO BE 1 /4" o TAPCONS WITH MINIMUM PENETRATION OF 1 3/4" INTO MASONRY. USE STAGGERED SPACING OF TAPCONS EQUAL TO, OR EXCEEDING REQUIRED FASTENERS SPECIFIED BY MANUFACTURER FOR FRAME TO BUCK INSTALLATION. 5. BUCKS TO BE FASTENED HORIZONTALLY AND VERTICALLY TO CONCRETE BEAMS AND COLUMNS OR CONCRETE FILLED MASONRY. CONTRACTOR TO COORDINATE OPENING DIMENSIONS. AS❑NRY OR CONCRETE WINDOW,/DOOR BUCK ANCHORAGE 23'- 4' 10'...8- - -- �I 5'- 4' MAX, ................................................ 14D_4' �...�........� 2'—�'� .......................fin° (3)-#6 / VER"CAL REBAR/ PR F`ER. PLANS f....... #5 BARS AT 2 4' O.C, MAX. 3 4" - 19 ` # 3 -4 a� (cc N �� W-2 (CC C3 . r �c ........N VERTICAL REi3AR �', -.`w ; N. C� 2 C ,F 3 E u E C2 C2 VV-2 C3 xE TRANSOM WINDOWS ABOVE SEE ARCH, PLANS FOR LOCATIONS 0. ALL CONCREFE TO BE FDc-4,000 >'SI OON8' N x 8° CELL (FULLY GROUTED) f...., REBAR = 1x - 16 PER PLANS (2) 8� x 8% CELL (FULLY GROUT; D REBAR = 2x - 6 PER PLANS (3) 8' x 8' CELL (FULLY GROUTED) REBAR = 3x - #6 PER PLANS 4 18" x 16, CELL (FULLY GROUTED) Eo REBAR m 4x _ 06 PER PLANS CS 12" x 12" CELL (FULLY GROUTED) Ll REBAR = 4x - #5 PER PLANS l2 12' x 12' CELL (NO GROUT) ElREBAR = N/A 4--#8 VERTICAL BARS 'W/ FILLED CELLS HERE ONLY QN14 A� ..................... 8'_4....................... ....... W-2 8" LAULETTA RESIDENCE 11! kt-ti-EMORE-DRAWINGS- 804 1 11 11 \Rr' I I ', '9'1 ENGINEERING CIVIL STRUCTURAL • MARINE CSM EN(31NEERINE31 LLC 208 SW OCEAN BoULEVARE:1 STUART, FLORIDA 34994 0: 772-220-4601 w: www.CSM—E.net CERTIFICATE OF AUTHORIZATION: 29057 THE ENGINEER HEREBY EXPRESSLY RESERVES HIS/HER COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED, COPIED, OR ASSIGNED TO ANY THIRD PARTY IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF CSM ENGINEERING, LLC. THIS DOCUMENT, THE IDEAS, AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS PROPERTY OF CSM ENGINEERING, LLC AND IS NOT TO BE USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF CSM ENGINEERING, LLC. C:iM ENGINEERING, LLC COPYRIGHT -�2021 NOTES & COMMENTS ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL DIMENSIONS. 0 E ALL SCALES INDICATED PERTAIN TO 24"X36" PLOTS 1 REVISION PER ENGINEER 8-23-2021 2 3 4 5 DESIGNED BY: CHARLES DARDEN DRAWN BY: CHECKED BY: CHARLES DARDEN SCALE: AS SHOWN PROJECT R����tttllllilll/ Na. 769 i 0 - - ° { STATE OF ZC/ ti ON " CHARLES A DARDEN JR DATE FLORIDA REGISTERED PROFESSIONAL ENGINEER NO. 76910 FIRST FLOOR WALL & 00LUMN PLAN FLOORSHEET NAME: FIRST WALL * COLUMN k' GENERAL NOTES FOR EPICORE 22 GA.: LOAD INTERIOR SUPERIMPOSED DEAD LOAD: 10 P.S.F. SUPERIMPOSED CONSTRUCTION LIVE LOAD: 50 P.S.F. LIVING/BALCONY LIVE LOAD: 40/100 PSF LIVING/BALCONY DEAD LOAD: 25/5 PSF SLABS ALL CONCRETE SLABS TO BE "EPICORE" SLAB REINFORCED WITH TEMPERATURE WIRE MESH OF: 8" SLAB MIN. SLAB DESIGN BASED ON 4000 PSI CONCRETE. WWF SHALL COMPLY WITH ASTM A185. REINFORCING: REINFORCING BARS SHALL BE GRADE ASTM A615 GRADE 60 ALL REINFORCING OVER SUPPORT SHALL EXTEND A MINIMUM OF 0.3 X L ON BOTH SIDES OF SUPPORT. (L = SPAN LENGTH) NOTE: DO NOT INSTALL CONTROL JOINTS IN EPICORE SLAB. ONLY IN SLAB ON GRADE. ---------------- ............ ..... -- -------------------- NOTE: FIELD TREAT ALL DAMAGED GALVANIZED FINISH AND EXPOSED SURFACES EDGES WITH TWO COATS OF ZINC RICH PAINT OR GALVANIZING COMPOUND CONFORMING TO ASTM A-780 LOAD INTERIOR SELF WT. INCLUDES CONCRETE AND REBAR SELF WT, DEAD LOAD 8,0" 'DEEP `L AEI; .01 PSF CONSTRUCTION LIVE LOAD: 50 PSF (DURING CONCRETE: : PLACEMENT) DEAD LOAD = 10 PSF FORM MATERIAL(PLYWOOD & BEAMS)- 8 PSF TOTAL MAX LOAD 8" EPICORE 169 PSF SLAUS ALL EPICORE SLAB DEPTHS ARE 8" MAX. DEEP SEE STRUCTURAL PLANS ALL SLAB REINFQRCING: PER STRUCTURAL PLANS THESE EPICORE DRAWINGS WERE PREPARED USING PLANS BY "KELLY & KELLY ARCHITECTS". CONTRACTOR SHALL VERIFY THAT PLANS DATED 4-22-2021 ARE LATEST REVISED PLANS, CONTRACTOR, ARCHITECT, AND ENGINEER OF RECORD SHALL PROVIDE FINAL APPROVAL PRIOR TO MANUFACTURE AND INSTALLATION OF EPICORE DECK. CONTRACTOR: DATE: ARCHITECT- DATE: ENGINEER: DATE: tia- .y" CLEAR'.., TYPICAL 'T ELEV.- (2) ELEV.= /­6 4. _144-ow-111v 14'-0' (2) #5 (3) #8 ..... .... t #3 AT 24" O.C. OVER #3 ATWALLS & 10' Ot.­­_� 6" O.C. OVER OPENINGS (3) #8,----- _L_L_j (2) J6 MARK MARK SEE TABLE TABLE FOR STEEL SIZE AND SPACING SEE TABLE FOR STEEL SIZE AND SPACING BEAM DETAIL-SMI BEAM DETAIL-SM2 SCALE I' l'-O" SCALE: I 1 °-0" 7- #3 AT 10" 0 C. (2) #6 MARK SEE TABLE FOR STEEL. SIZE AND SPACING ,B. -BM4-WIT .EAM DETAIL H SLAB SCALE 1 t (2) #3 24' O, (2) CONCRETE STRUCTURAL ELEMENTS: FOR EXACT LOCATIONS AND SIZES OF STRUCTURAL SUPPORT ELEMENTS, PLEASE REFER TO STRUCTURAL DRAWINGS. CHASES & SLAB DEPRESSIONSOF PROVIDED): FOR EXACT SIZE & LOCATIONS OF CHASES AND DEPRESSIONS, PLEASE VERIFY AGAINST MOST CURRENT ARCHITECTURAL DRAWINGS. IT IS NOT THE RESPONSIBILITY OF THIS OFFICE. - ---- ------- ...................... FOR ALL "EPICORE" SLAB SPANS RELATING TO BEAM SPANS OR SLAB SPANS TO BE VERIFIED WITH STRUCTURAL ENGINEERING DRAWINGS. NOTIFY ENGINEER OF RECORD SHOULD THERE BE ANY DISCREPANCIES IN DIMENSIONS LOCATIONS OF STRUCTURAL ELEMENTS. CSM ENGINEERING, LLC. THE OFFICE FOR THE "EPICORE" SLAB DESIGN SHOULD BE INFORMED IMMEDIATELY BEFORE PROCEEDING WITH CONSTRUCTION. TOP OF SLAB ELEVATIONS TO BE VERIFIED WITH ARCHITECTURAL DRAWINGS BEFORE COMMENCING CONSTRUCTION, PER ARCHITECTURAL PLANS, EXACT LOCATION & DESIGN OF ALL STRUCTURAL SUPPORT ELEMENTS (I.E. ANGLES, PLATES, CONCRETE AND STEEL COLUMNS, AND CONCRETE AND STEEL BEAMS, ETC.) FOR THE "EPICORE" SLAB ARE NOT THE RESPONSIBILITY OF THIS OFFICE. SLAB DESIGNS ARE BASED ON THE PRE-ENGINEERED EPICORE MSR DESIGN MANUAL AND SPECIFICATIONS AND THE ACI CONCRETE DESIGN MANUAL. #4@12" O.C.E.W. TOP TEMP �STAGGER WITH BOTT M BARS \,#4@1 2 0. C TEMP BOTTOM \-#5@8" O.C. BOTTOM ONE WAY 6' CIP STRUCTURAL QNE—WAY SLAB SECTION ALL HORIZONTAL BARS TO EXTEND INTO BEAM MIN. 6" SUPPORT BOTTOM MAIN BARS ON CHAIRS AT 36" O.C. MAX. e ............ - ' BO"T (2) #5 #3 AT 6' (2) #7 — ----- / ,.Y2 CLEAR, TYPICAL 1 ELEV.=Jk 14'-0- '111rl 2) #5 #3 AT 10" O,C,----,- ............. f ELEV.= Ak ... 14 -C �N MARK - 'TOP OF BEAM SIZE wxD ...... BM-1 14'-0" 8x24 BM 2 14'­0" 15x16 BM_3 14' -0" 12x14 BM-4 14'-0" 8x24 IBM 5 14'-0' 806 BM-6 14'­0` 16x16 DARK BM-7 14'-0' 11.5x16 BM-3 '-7,5' 16x19.5 "2) BM-8 VARIES SEE TABLE FOR STEEL SIZE AND SPACING BEAM DETAIL-BM3 SCALE 11" = V-0" ELEV.=,-6 14'-0 7 MARK BM-5 MARK BM-T SEE TABLE FOR STEEL SIZE AND SPACING --BEAM DETAIL-BM4 SCALE1' = 1'-0' ELEV.-,,-6 (3) #8 # 3 AT 6 O.C. (3) #8, MARK -,ffm __6 SEE TwBLE r FOR STEEL SIZEAND SPACING SEE TABLE FOR STEEL SIZE AND SPACING BEAM DETAIL-BM5 BEAM DETAIL-BM6 SCALE SCALE: I' 1°­0" ELEV.=Jk ELEV.= �l (2) #8 ---- 14'-0" i (2) #5 #3 AT #3 AT C O.C. 3 8 O'C' (2) #8 (3) #6 MARK .............. \_ SEE TABLE FOR STEEL SIZE AND SPACING BEAM DETAIL-SM7 SCALE: 1' = V-O" TOP MARK BM-8 SEE TABLE FOR STEEL SIZE AND SPACING BEAM DETAIL-BM8 SCALE. 1' V-O' ENCORE SLAB BOTTOM BARS—, . .......... . . ............ MARK TYPICAL SEE TABLE FOR SI`EEL SIZE AND SPACING il TYPICAL E3 BEAM W/ SLAB SCALE, 1' = V-O" B, 0� 7 0 1 SEE !ABLE FOR STEEL SIZE AND SPACING .. BEA.-M D E.TA....I L.-...B M 91 ...... ........ ....... ....... ....... ....... .... . ... ...... ........ ....... SCALE ,k........................1 °_4. ........................ I MARK TYPICAL — - SEE TAB E FOR STEEL SIZE AND SPACING TYPICAL 16II BEAM W/ SLAB SCALE: 1' = 1'-0" SPAN 1' OF SPAN MAX. OPENING N MIDDLE THIRD m 1.1-6" MAX, OPENING IN THIRDS m 11-13' BEAM PENETRATION DETAIL SCALE: 1/2' . ................................................................... .................................................. Bm_1 C-3 #4,v 16" O'c­ (TOP) x 4 LONG.fi I J 3 0 16" O.C. (TOP) X 4' LONG CD ACING STEEL": MIDDLE BUT OM -#3 STIRRUPS REMARKS I .............. (2) #6 10' O.C. 24' O.C. OVER WALL.`, (3) #8 6" af- ............... BIVI-3 �=­­ 12t #71 (2) #6 6" O.P 10, O.C. w (2) 6 # 24' O.C. 8' ENCORE SLAB FLOOR SYSTEM (3) #8 6" O.C. W/ k GAGE COMPOSITE STEEL DECK (2) #8 6" N 6 I# 1 8' ac. #4 0 16" O.C, (TOP) X 4° LONG �2) c� 2 14'4' - BM-5 z� T IPIE'N E V T,C-1 F` L0 I BM-5 .......... . ................... C> I J 7- ;�, 2 7, 7" 7 4, -4" zx, fi HATCH REPRESENTS OPEN BELOW -TYP. 12'­0' tlE A' 24' MIN. FROM END BM-3 BM-1 BM-9 _3 ai ELEV.: 14'0$2 — '--F TOP OF SLAB 3.5" STEP U) Lu 6" MIN, ONEWAY N' v cl P SLAB ELEV.: 13 8.5 ' TOP OF SLAB -- ------------------------------------------ - ----- ...................... .................... 25'-0 01 .... ... .. .................................. ............ .................... 32- O.C, -------------------------------- ia' #4 TEMP BARS 0 12" O.C. (TOP) "TO 4 4 0 P) X W� NG #5 MAIN BARS 0 8" O.C. (BOT11) �2 L BM-6 BM-6 BM-9 7 7,`77 X 0 32- O.C, (TOP) X 6' LONG #4 32- O.C. (TOP) x 6' I..Iwl 777 , TIMBER FRAMING BY OTHERS Z" W �73 L'i t7— C> w 16//, ................... - ... . ........ CN (Sl cli CD /Z fi BIVI-1 REVISED Q1 ................. ............... ....................................... BEAMS I Al PROJECT: LAULETTA RESIDENCE FOUNDATION & EPICORE DRAWINGS 804 NW WINTERS CREEK ROAD PALM CITY, FL 34990 ST. LUCIE COUNTY E N G INEE R IN G CIVIL o STRUCTURAL MARINE [ISM ENGINEERING, LLC 208 SW OCEAN BOULEVARD STUART, FLORIDA 34994 o: 772-220-4601 W: www.CSM—E.net CERTIFICATE OF AUTHORIZATION: 29057 THE ENGINEER HEREBY EXPRESSLY RESERVES HIS/HER COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS, THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED, COPIED, OR ASSIGNED TO ANY THIRD PARTY IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF CSM ENGINEERING, LLC. THIS DOCUMENT, THE IDEAS, AND DESIGNS INCORPORATED HEREIN, AS AN _IY OF CSM ENGINEERING, C INSTRUMENT OF PROFESSIONAL SERVICE, IS PROPER LL AND IS NOT TO BE USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF CSM ENGINEERING, LLC. CSM ENGINEERING, LLC COPYRIGHT u2021 NOTES & COMMENTS ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL DIMENSIONS. ALL SCALES INDICATED PERTAIN TO 24*X36" PLOTS 1 REVISED BEAMS PER ENGINEER 8-23-2021 2 3 4 5 DESIGNED BY: CHARLES DARDEN DRAWN BY: CHECKED BY: CHARLES DARDEN SCALE: AS SHOWN PROJECT k DA� N� //N CHARLES A DARDEN JR DATE 1URIDA REGISTERED PROFESSIONAL ENGINEER NO. 76910 SECTION � 0 '2 0 SECTION 5 ........... 8� .......... n 0 SECTION 4 LEGEND: 1. 8" SLAB: 6x6-W2.9xW2.9 WWF COVERAGE FROM TOP OF SLAB 1.5" NO EXCEPTIONS 2. EPICORE MSR FLR DECK PER PLANS W/ MIN. 1.5" BEARING 3. #4 REBAR PER PLANS EXTEND MIN. 3" INTO BEAM 4. 3/4" x 8" RAINLIP/RECESS PER PLANS 5. #5 REBAR AT EDGE OR CAN BE PART OF THE TOP BARS IN THE BEAM 6. PER PLANS 7. SLAB THICKNESS PER PLANS 8. MASONRY WALL/BEAM OR CONCRETE SECOND FL OOR. ERICORE METAL DECK PLAN . . .............. PROJECT: LAULETTA RESIDENCE FOUNDATION & EPICORE DRAWINGS 804 NW WINTERS CREEK ROAD PALM CITY, FL 34990 ST. LUCIE COUNTY ENGINEERING CIVIL* STRUCTURAL, MARINE GSM ENGINEERING, LLC 20B SW OCEAN BOULEVARD STUART� FLORIDA 34994 o: 772-220-4601 w: www.CSM—E.net CERTIFICATE OF AUTHORIZATION: 29057 THE ENGINEER HEREBY EXPRESSLY RESERVES HIS/HER COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED, COPIED, OR ASSIGNED TO ANY THIRD PARTY IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF CSM ENGINEERING, LLC. THIS DOCUMENT, THE IDEAS, AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS PROPERTY OF CSM ENGINEERING, LLC AND IS NOT TO BE USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF CSM ENGINEERING, LLC. CSM ENGINEERING, LLC COPYRIGHT -2021 NOTES & COMMENTS ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL DIMENSIONS. ALL SCALES INDICATED PERTAIN TO 24"X36" PLOTS 1 REVISED SECTIONS PER ENGINEER 8-23-2021 2 3 4 5 DESIGNED BY: CHARLES DARDEN DRAWN BY: CHECKED BY: CHARLES DARDEN SCALE: AS SHOWN PROJECT #: ��\A11fI1N{doff QcME Ci Eo.7SJ11)_ STATE OF 0 i A J . 1 p(. CHARLES A DARDEN JR DATE FLORIDA REGISTERED PROFESSIONAL ENGINEER NO. 76910 SHEET NAME: SECOND FLOOR METAL DECK PLAN SHEET �: S-4.1 PROJECT: LAULETTA RESIDENCE FOUNDATION i EPICORE DRAWINGS ALL AREAS NOTED ON PLANS OR SPECIFICATIONS SHALL BE COVERED WITH COMPOSITE SLABS USING "EPICORE" COMPOSITE FLOOR FORM UNITS AS MANUFACTURED BY EPIC METALS CORPORATION. "EPICORE" COMPOSITE FLOOR FORM UNITS SMALL BE COLD —FORMED (20GA. OR 22GA. PER PLANS) THICKNESS STEEL SHEETS CONFORMING TO A-653 GRADE 45 OR EQUAL, HAVING A MINIMUM YIELD STRENGTH OF 45,000 PSI. THE STEEL PRIOR TO FORMING SMALL HAVE RECEIVED A HOT —DIP PROTECTIVE COATING OF ZINC CONFORMING TO ASTM A-324, CLASS G60 OR G90 AS DEFINED IN ASTM 653. (a) "EPICORE" COMPOSITE FLOOR DECK PANELS. "EPICORE" COMPOSITE FLOOR FORM UNITS SHALL SERVE AS A FORM. TOTAL POSITIVE REINFORCEMENT, AND PARTIAL TEMPERATURE REINFORCEMENT FOR THE SLAB. "EPICORE" COMPOSITE SLABS SHALL BE CAPABLE OF SUPPORTING THE SPECIFIED UNIFORM LOADS IN ACCORDANCE WITH THE LOAD TABLES AND DESIGN FACTORS SHOWN IN THIS CATALOG. ANY DESIGN USED SHALL BE SUBJECT TO RATIONAL ANALYSIS USING ACCEPTED ENGINEERING PRACTICE. MINIMUM AREA OF STEEL SHALL BE As ® 0,565 IN-2 22 GA.; AS ® 0,665 IN-2 20 GA. MINIMUM MOMENT OF INERTIA SHALL BE 1=0,259 IN-4 22 GA., 1=0315 IN-4 20 GA. THE DECK SECTION PROPERTIES SHALL BE COMPUTED IN ACCORDANCE WITH THE LATEST EDITION OF THE AISI CODE FOR THE DESIGN OF COLD —FORMED STEEL STRUCTURAL MEMBERS. (b) "EPICORE" COMPOSITE SLAB BEAMS "EPICORE" COMPOSITE SLAB BEAMS SHALL BE DESIGNED IN STRICT ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICES AND WITH DETAILS OF THE CONSTRUCTION APPROVED BY EPIC METALS CORPORATION. SLAB BEAMS SHALL BE FORMED AND SHORED IN ACCORDANCE WITH THE ACI CODE AND WITH LOCAL CODE PROVISIONS. THE FORM WORK SHALL PROVIDE A LEVEL AND CONTINUOUS SUPPORT FOR THE ADJACENT EPICORE. AFTER FORM REMOVAL, THE EXPOSED BEAM SHALL PROVIDE A SURFACE LEVEL WITH THE EPICORE AND ACCEPTABLE FOR DIRECTLY APPLIED CEILING MATERIALS. (c) CONSTRUCTION TO PROVIDE A POSITIVE KEYBOARD WITH THE CONCRETE, THE "EPICORE" DECK SHALL HAVE CONTINUOUS DOVE RIBS FORMED TO THE FOLLOWING NOMINAL DIMENSIONS. 2" DEPTH, 0" OPENING AT THE BOTTOM, 1-1/2" WIDTH AT THE TOP, B" C/C. ALTERNATING RIBS SHALL HAVE INTEGRAL EMBOSSED LOCKING LUGS TO ENHANCE SHEAR BOND. THIS DOVETAIL CONFIGURATION SHALL PROVIDE A MEANS FOR HANGING CEILING, PIPING, DUCTS, AND OTHER MECHANICAL AND UTILITY COMPONENTS USING STANDARD HANGERS SUPPLIED BY EPIC. THE BOTTOM OF THE SHEETS SHALL FORM A SUBSTANTIALLY FLAT AND CONTINUOUS SURFACE. EPICORE SHALL HAVE POSITIVE REGISTERING, FULL —DEPTH SIDE LAPS WHICH CAN BE JOINED BY WELDS OR SCREWS TO FORM A COMPLETE, CONTINUOUS RIB. () ERECTION eA EPICORE COMPOSITE FLOOR FORM UNITS SHALL BE ERECTED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. AT ALL SUPPORTS (EXCLUDING CONCRETE OR MASONRY UNLESS REQUIRED FOR SAFETY). ATTACH THE UNITS TO THE SUPPORTING MEMBERS WITH FASTENERS AS SPECIFIED AT 12" C.C. SIDE JOINTS SHALL BE FASTENED BY WELDS OR _ SCREWS AT ,APPROXIMATELY 24-" C/C. "EPICORE" DECK SHALL BEAR A MINIMUM OF 1.5 ° ON CONCRETE OR MASONRY SUPPORTS OR PER PLANS. USE TEMPORARY 3.4s"O TAPCONS OR 10D NAILS AT 24" O.C. MAX. TO TEMPORARILY CONNECT DECK TO CONCRETE OR CONCRETE WOOD FORMS. USE 0.145"00/4" SHOT PINS EMERY FLUME TO ATTACH TO STEEL BEAM. THE "EPICORE" KNITS SHALL BE TEMPORARILY SHORED IN ACCORDANCE WITH THE RECOMMENDATIONS IN THE CATALOG. THE DESIGN OF THE SHORING SHALL BE IN ACCORDANCE WITH THE LOCAL BUILDING CODE. TEMPORARY SHORING SHALL BE PLACED TO PROVIDE A LEVEL AND CONTINUOUS SURFACE FOR THE "EPICORE" TO REST ON. THE SHORING SHALL BE LEFT IN PLACE UNTIL THE CONCRETE ATTAINS 75% SPECIFIED COMPRESSIVE STRENGTH. SEE DETAILS ON SWEET S--4.2. (c) STORAGE DECK UNITS SHALL BE STORED IN A DRY LOCATION OFF THE GROUND AND SHALL BE PROTECTED FROM DAMAGE DUE TO HANDLING AND/OR WEATHER PRIOR TO FINAL INSTALLATION. (c) CONCRETE CONCRETE FOR "EPICORE" COMPOSITE SLAB CONSTRUCTION SHALL CONFORM TO THE FOLLOWING SPECIFICATIONS. (b) BASE PREPARATION PRIOR TO CONCRETING, THE SURFACE OF THE SHEETS SHALL BE CLEANED OF ALL DEBRIS, GREASE, OIL, AND OTHER DELETERIOUS SUBSTANCES TO THE SATISFACTION OF THE CONTRACTOR AND/OR ARCHITECTS REPRESENTATIVE. (c) MATERIALS AND MIXTURE. THE ARCHITECT SHALL PROVIDE SPECIFICATIONS FOR CEMENT, FINE AND COARSE AGGREGATES, WATER —CEMENT RATIO, AND MIXING FOR CONCRETE PROVIDING A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI. IT IS RECOMMENDED THAT THE SPECIFIED MIXTURE SHALL HAVE A W/C RATIO OF 0.45 ,AND SLUMP OF 6" TO 7", INSURING SUFFICIENT MOISTURE IN THE CONCRETE TO ALLOW OPTIMUM BONDING OF THE CONCRETE TO THE DECK SURFACE AND TO MINIMIZE SHRINKAGE. DO NOT USE CONCRETE WITH ADMIXTURES CONTAINING CHLORIDE SALTS. (d) CONSTRUCTION JOINTS CONSTRUCTION JOINTS SHALL BE PLACED AT MID --SPAN IN ACCORDANCE WITH THE PROVISIONS OF SECTION 6.4 OF THE ACI CODE. (e) TEMPERATURE AND SHRINKAGE REINFORCEMENT SHRINKAGE AND THERMAL STRESS REINFORCEMENT CAN BE IN THE FORM OF WELDED WIRE: FABRIC, OF TYPE AND SIZE SUITABLE FOR THE DEPTH OF THE SLAB AS CALLED FOR ON THE PLAN, SHALL BE PLACED ABOVE THE TOP OF THE STEEL DECK AND AT LEAST 1.5" BELOW THE SURFACE. (f) PLACEMENT OF CONCRETE CONCRETE SHALL BE MIXED AND PLACED IN ACCORDANCE WITH THE AMERICAN CONCRETE INSTITUTES BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 31 8-19), CHAPTER 5. (G) CURING AFTER PLACEMENT, THE CONCRETE SHALL BE ALLOWED TO CURE, WITHOUT BEING LOADED, UNTIL IT REACHES 75% OF THE SPECIFIED COMPRESSIVE: STRENGTH UNLESS IT HAS BEEN ADEQUATELY SHORED TO CARRY THE WEIGHT OF THE SLAB AND THE IMPOSED LOAD, CURING SHALL BE DONE IN ACCORDANCE WITH GOOD CURING PRACTICE. . ' R `wTIECIH � I',. THE METAL DECK WHEN EXPOSED TO THE. WEATHER, SHALL BE ADEQUATELY PRC,)TECTED BY FIELD PRIMING AND PAINTING WITH A RUST INHIBITIVE PAINT OR BY STUCCOING 'THE DECK. NO..Fs FOR ALL "EPICORE" SLAB; PLUMBING AND CHASE. OPENINGS SIZE. AND LOCATIONS TO BE DETERMINED AND VERIFIED AS PER ARCHITECTURAL AND MECHANICAL DRAWINGS. SHOULD THERE BE ANY CONFLICTS THIS OFFICE SHALL BE NOTIFIED IMMEDIATELY. FIELD VERIFY ALL DIMENSIONS AND CONDITIONS. L AD INTERIOR DEAD LOAD: S P.S.F. (FORM WORK) AND 10 P.S.F. OTHER CONCRETE SELF WEIGHT. 101 PSF FOR 6" SLAB CONSTRUCTION LIVE LOAD. 50 PSF TOTAL MAX. LOADING = 169 PSF MAX. SHORING ALUMINUM BEAM SPAN = 79_0" I ACTUAL MAX, BEAM LOADING = 0.79 KLF MAX. CALCULATED SCAFFOLDING LEG LOADING= 5.5K/LEG ALLOWABLE LOAD FOR 20K SCAFFOLDING SYSTEM= 1 OK/LEG MIS SHORING PLAN IS DESIGNED FOR EPICORE k:: I..LCEND th TYPICAL. m PROPOSED SLAB 9 BEAM SUPPORT TUBULAR STEEL SCAFFOLDING FRAME SUPPORT -------------------- 7' ---------------------- SHORING BEAM - ALUMINUM OR TIMBER POST SHORE OR ADJUSTABLE JACK SHORE "EPICORE* FORMS ,VO4 NW WINTERS CREEK rO' PALM CITY, FIL •'1 SHORING HLuI?I-eI"w I _ I I 11 I I .................m.............. � .m _............m...... �....m....... , I I I I I I € THE ENGINEER HEREBY EXPRESSLY RESERVES HIS/HER COMMON LAW COPYRIGHT MAX UNSHORED CLEAR - ; : AND OTHER PROPERTY RIGHTS. THESE PLANS AND DRAWINGS ARE NOT TO BE SLAB DEPTH SPAN ... .... �..�.. _...:.:: _:.:.._ .:3t+-- .�..I...._ , REPRODUCED, CHANGED, COPIED, OR ASSIGNED TO ANY THIRD PARTY IN ANY (inches) (L I I I I I I I w FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN (T{Y..;n) _ L I_ I I I € PERMISSION AND CONSENT OF CSM ENGINEERING, LLC. S 5--0 I THIS DOCUMENT, THE IDEAS, AND DESIGNS INCORPORATED HEREIN, AS AN I II II II II 77, I INSTRUMENT OF PROFESSIONAL SERVICE, IS PROPERTY OF CSM ENGINEERING, LLC A I H OR IN PART FOR ANY OTHER PROJECT AND S NOT TO BE USED IN WHOLE r WITHOUT THE WRITTEN AUTHORIZATION OF CSM ENGINEERING, LLC. 3-1 J2"W x 5^D ALUMINUM BEAM ALUM = 6061-T6 169 PSF MAX. TOTAL LOADING Fu=42 KSI MAX. SPAN FOR ALUM. B. = 7'-0" Fy-37 KSI :MAX. CALCULATED TW=0.1F175" SCREW JACKS LOAD ON POST SHORE ,` as POST SHORE MEDIUM DUTY = 3,600 LEIS Tf=0.375 9' HT. = 5230 LBS CAPACITY "USE 9% 10', 11`, OR 12" 8=3.5„ 10' HT = 4810 LBS CAPACITY POST SNORES <OKAYX H=5" POST SHORE HEAVY DUTY 11' HT. = 4390 LBS CAPACITY �,12' HT = 3970 LBS CAPACITY CONCE BEAM REVISED BEAMS AND SHORING L_. SE-0-ON-D FLOOR E_PIGORE SHMRING PLAN 1r4" = 1 — „ VA j C N ENGINEERING, LLC COPYRIGHT .02021 NOTES & COMMENTS ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL DIMENSIONS. ALL SCALES INDICATED PERTAIN TO 24X36" PLOTS 1 REVISED SHORING PER ENGINEER 8-23-2021 2 3 4 5 DESIGNED BY: CHARLES DARDEN DRAWN BY: CHECKED BY: CHARLES DARDEN SCALE: AS SHOWN PROJECT: No-. 76910 Cie STrATE OF , CHARLES A DARDEN JR DATE FLORIDA REGISTERED PROFESSIONAL ENGINE NO. 76910 SHEET NAME: SECOND FLOOR EPICORET_ SHORING ■ SEE BEAM SCHEDULE FOR REINFORCING BEAM TIE BEAM 27 (FOR # 5 BARS) 32" (FOR i� 6 BARS) , J #5 WALL NOTE: CHANGES IN LEVEL OF THE CONTINUITY SHALL BE [BEAMS SHALL BE MADE AT PROVIDED AT CORNERS COLUMNS BY BENDING 2 BARS FROM EACH DIRECTION AROUND THE CORNER 18" OR BY ADDING (2) #5 BENT BARS WHICH EXTEND 18" EACH WAY FROM THE CORNER 71- 8" X 12" STUB COLUMN W/ " (4 2� #5 VERT. AND #3 TIES AT .C. 0 I � a TIE BEAM REINFORCING a (SEE TIE BEAM SCHEDULE) 0 (Mj CONCRETE MASONRY UNIT, I I FILLED CELL W/(1) #5 VERT. U.N.O. IYY T TIE BEAMTL. TERMINATE HORIZ. REINF. AT THE JOIP REIF. CELL OR COL. CONC. SEE PLAN CONSTRUCTION PAPER ON ONE SIDE ONLY (OPTIONAL) SAW CUT CMU BLOCK EACH FACE. FILL WITH CAULK AND PREMOLDED FOAM BACKING ROD FILL VOID SOLID WITH MORTAR. DISCONTINUED WALL LATERAL REINFORCING PLAN VIEW CMU WALL CONTROL JOINT (WCJ) DETAIL NOTES : 1.— SAW CUT BOND BEAMS, TIE BEAMS 1" DEEP TO CONTINUE WALL CONTROL JOINT TO TOP OF WALL. 2•— CONTROL JOINT SPACING IS NOT TO EXCEED 25'-0" O.C. IN WALLS WITH MORE THAN 25'-0" OF UNITERUPTED MASONRY. REFER TO DWGS. FOR ADDITIONAL SPECIFIED LOCATIONS AS NOTED THUS (WCJ). 3.— CONTINUE ALL BOND BEAMS, TIE BEAMS REINF. THROUGH THE JOINT. 4.— CONTROL JOINTS SHALL BE SPACED @ 25 FT O.0 OR 3 TIMES WALL HEIGHT, WHICHEVER IS LESS. O 'GAUGE DUR—O—WALL HORIZONTAL REINFORCEMENT RSE NOT TO SCALE SCALE N. T.S. 1 YP CAL._ L� �.� R k - °CAI I T`P A_ STIRRUPS -PACING ' TI BRAMS S ,,m.LE. N T S SEE BEAM SCHEDULE FOR REINFORCING —> FILLED CELL, SEE PLAN FOR REINF. (TYP.) MASONRY ' I ' - z--------- :...... - I PROVIDE PREFAB, bSLP# JOINT REINFORCING AT ALL CORNERS PROVIDE PREFAB. "T55 JOINT REINFORCING AT €L I :a ALL T—INTERSECTIONS P£. w " PI AN VIEW PLAN VIE I MASGNRY CONCRETE MASONRY COLUMN IM , EXTEND JOINT REINF. 6" PROVIDE DOVETAIL CONCRETE INTO CONCRETE COLUMN ANCHOR SYSTEM COLUMN y (MASONRY LAID BEFORE COLUMN) (MASONRY LAID AFTER COLUMN) T' i4 i � ,, � F tea, € l �,. �'' � � i � A I N.T,S. WALL 6 /S L)L:.IAI! -Pl N VIf:�-.W TYP, BEAM CORNER REBAR ARRANGEMENT DETAILS 3€ I 111-I 1 E_ I v I F- _.y I tl l i I 3 SCALE: N.T.S. VERIFY PER ARCH. PLANS Y4" EXPANSION JOINT TO BE FILLED W/ #5 0 6" O.C. r"SIKAFLEX" OR EQUIVALENT. VERIFY TOP BARS. PER ARCH. PLANS #4 NOSING— #5 ®6" O.C. BAR, TYP. x3' 0" LONG HOOK BA S #4 Chi 12" O.C. - � �g TIMBER FLOOR SYSTEM CONCRETE BEAM #5 0 6" O.C. 8x12 W/ (2) #5 BARS TOP AND BOTTOM W/ #3 STIRRUP AT MAX. 12" O.C. Q ®6" O.C. TOP & BOTT. CONCRETE BEAM CONCRETE BEAM 8x12 W/ (2) #5 BARS 802 W/ (2) #5 BARS TOP AND BOTTOM W/ #3 TOP AND BOTTOM W/ #3 STIRRUP AT MAX. 12" O.C. STIRRUP AT MAX. 12" O.C. TYPICAL SECTION AT CONCRETE STAIR SCALE: 112"=1'-0" PR::MCL.DED METAL STRIP FIRST POUR W.WI F. € �- POLY VAPOR FILL PEER I FARRIER GEOTECH I ;3f4 mu —SLAB ON GRADE CONSTRUCTION JOINT DE.T%t][_ 1, PLACE CONSTRUCTION JOINTS AS SHOWN OIL PLAN. 2. FILL JOINT WITH ELASTOMERIC JOINT FILLER AFTER SLAB HAS CURED, FILL. PER-` GEOTECH SLAB ON GRADE CONTROL. JOINT DETAIL ------------------------------------------ --------------------------------------------- 1, CONTROL JOINT 'SPACING PER PLANS. 2. FILL ,.JOINT NTH EPDXY JOINT TILLER, EUCO 700 BY EUCLID OR SPAL PRO XL BY METZGER/MCGUIRE. 1 CONSTRUCTION JOINT MAY REPLACE CC)NTRO�wL JOINT. 4. SAW CLOT SLAB WITHIN 2 HOURS AFTER SLAB HAS BEEN POURED, USING SOFF-CUT METHOD, DOWELS TO MATCH CONT. SEE TYP. DETAILS, PLAN REINF, 4'----0"° LONG MIN. OR SCHEDULE FOR CONT. REINF. 2x4 KEY - _.,_.,.. m .............. _ _ T-----._...._.. ......................,,...... a --- -_.. «...m ...... 3" MIN. z� DOWELS TO MATCH CONT. REINF, 4'-0" LONG MIN, IYPICAL BEAM CONS I R'UC 1 ION J()lN f VERTICAL TO LINE UP FOR ALL FLOORS GROUT —FILLED CELLS — :3000 Psi (TYPICAL) INSTALL TEMPORARY COVER 0 CLEANOUT DRILL 3/8' TO 1/2" WEEP HOLES IN EACH TEMPORARY CLEAN OUT COVER DRILL HOLES PRIOR TO INSTALlNG COVERS, THESE HOLES ARE TO BE INSPECTED AS CELLS ARE BEING PUMPED TO ENSURE CELLS ARE FILLED COMPLETELY. 4 1 /2" x 4 1 /2" CUT MASONRY INSPECTION & CLEAN OUT HOLE DOWELS TO k9AT(lu lCUr 2 X 4 (MIN.) P. T. EA. SIDE w/ 114 � x 1-112" (MIN.) EMBED TAPCONS ® 8" a c. THRU- OUT & 3 EA. END 1S 1/2- MIN. ) ED E DIST. TO WOOD & 2" MIN. EDGE DIST. TO CONC. (TYP) SOLID FILLED C.M.U. WALL/CONC. COL. EA. SIDE OF WINDOW OPENING (TYP?) TYP. WINDOW BUCK DETAIL SCALE N. T. S. 1 /2" DRYWALL BOARD PT. WOOD FURRING PT. WOOD BUCK WINDOW/DOOR FRAME PER PLANS PROPOSED WINDOW DOOR (SEE PLAN FOR SIZE) LASHING/SEALANT SHALL EXTEND TO THE SURFACE )F THE EXTERIOR WALL FINISH AND SELF —ADHERED LASHING SHALL COMPLY WITH AAMA 711. SIDING FINISH 8" C.M.U. PER PLANS CONC. FILLED CELL. TYPICAL WINDOW/DOOR JAMB FLASHING DETAIL SCALE: N.T.S. PROJECT: LAULETTA RESIDENCE FOUNDATION & EPICORE DRAWINGS 804 NW WINTERS CREEK ROAD PALM CITY, FL 34990 ST. LUCIE COUNTY r I E N G I N E E R I N . (0 in' CIVIL . STRUCTURAL MARINE' GSM ENGINEERING, LLC 20B SW OCEAN BOULEVARD STUART7 FLORIDA 34994 o: 772-220-4601 w: www.CSM—E.net CERTIFICATE OF AUTHORIZATION: 29057 THE ENGINEER HEREBY EXPRESSLY RESERVES HIS/HER COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED, COPIED, OR ASSIGNED TO ANY THIRD PARTY IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF CSM ENGINEERING, LLC. THIS DOCUMENT, THE IDEAS, AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS PROPERTY OF CSM ENGINEERING, LLC AND IS NOT TO BE USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF CSM ENGINEERING, LLC. CSM ENGINEERING, LLC COPYRIGHT (02021 NOTES & COMMENTS ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL DIMENSIONS. ALL SCALES INDICATED PERTAIN TO 24"X36" PLOTS 1 2 3 4 5 DESIGNED BY: CHARLES DARDEN DRAWN BY: CHECKED BY. CHARLES DARDEN SCALE: AS SHOWN PROJECT III: V\GIN&, A `a No. 76916 - : a� STATE OFv °sue FI.OWDt ' AL`el'� 40 CHARLES A DARDEN JR DATE FLORIDA REGISTERED PROFESSIONAL ENGINEER NO. 76910 SHEET NAME: MISC. DETAILS & SECTIONS SHEET J: S-5