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HomeMy WebLinkAboutBuilding PlansGRP2 SHEET LIST Sheet Number Sheet Name GRP2 0.1 COVER GRP2 0.2 SLAB PENETRATIONS ELEV 'A' GRP2 '0.3 GRP2 0.4 SLAB PENETRATIONS ELEV 'B' PLUMBING & ISOMETRICS PLAN ELEV'A' GRP2 0.5 PLUMBING & ISOMETRICS PLAN ELEV 'B' GRP21.0 PRODUCTAPPROVAL GRP2 1.0;A PRODUCT APPROVAL - SOUTHWEST GRP2 1.1 FLOOR PLANS 'A' GRP2 1.2 FLOOR PLANS 'B' GRP2 2P2 2.1 ELEVATIONS 'A' GRP2 2.2 ELEVATIONS 'A' 5-12 GRP2 2.3 ELEVATIONS 'B' GRP2 2.4 ELEVATIONS 'B' 5-12 3.1 ROOF PLAN 'A' _GRP2 GRP2 3.2 ROOF PLAN 'A' 5-12 GRP2 3.3 ROOF PLAN 'B' GRP2 3.4 ROOF PLAN 'B' 5-12 GRP2 4.0 _ WATER INTRUSION DETAILS GRP2 4.0ALIEXTERIOR TRIM DETAILS GRP2 4.1 SECTIONS ELEV 'A' i GRP2 4.2 SECTIONS ELEV 'A' 5.12 GRP2 4.3 SECTIONS ELEV 'B' GRP2 4.4 SECTIONS ELEV 'B' 5-12 GRP2 5A INTERIOR ELEVATIONS GRP2 5.2 OPTIONAL COVERED PATIO GRP2 6.1 ELECTRICAL & FLOORING ELEV 'A' GRP2 6.2 ELECTRICAL & FLOORING ELEV 'B' BUILDING CODE COMPLIANCE ALL CONSTRUCTION TO COMPLY WITH LOCAL CODES AND ORDINANCE CURRENTLY IN USE WITH THE LOCAL JURISDICTION. PRODUCT: NEW SINGLE FAMILY DETACHED OCCUPANCY CLASSIFICATION: RESIDENTIAL R-3 CONSTRUCTION CLASS: UNPROTECTED CONSTRUCTION TYPE: TYPE VB EMERGENCY ESCAPE: EGRESS OR RESCULE WINDOWS FROM SLEEPING ROOMS SHALL HAVE MINIMUM OF 5.7 SQUARE FEET APPLICABLE CODES: FOLLOW ALL APPLICABLE STATE AND LOCAL CODES, FLORIDA STATE SUPPLEMENTS AND AMENDMENTS. 2020 INTERNATIONAL RESIDENTIAL CODE 2020 INTERNATIONAL FIRE PREVENTION CODE 2020 INTERNATIONAL PLUMBING CODE 2020 INTERNATIONAL MECHANICAL CODE 2020 INTERNATIONAL FUEL GAS CODE 2020 INTERNATIONAL ENERGY CONSERVATION CODE 2017 NATIONAL ELECTRICAL CODE NFPA 70 3911650 GROUP 2 .k INSULATION VALUES COMPONENT VALUE SLAB R-0 _ WINDOWS u-0.34 SHGC-0.32 WALL - WOOD FRAME R-11 WALL - CMU/RADIANT BARRIER R-4.1 ATTIC R402.2.`I R-30 R-VALUES ARE MINIMUMS u-VALUES ARE MAXIMUMS VOLUME SCHEDULE Name VOLUME 1 ST FLOOR 12344 CF Grand total 12344 CF GRP2 - ELEV 'B' - AREA Name Area HEATED _ 1ST FLOOR - ---- 165C �F 16;0 JF UNHEATED 4C3 SFI _GARAGE? OPT COV PATIO; -- 10J SF� t-!!3 S;=I UNDER ROOF _- _ 22'3 SF' GRP2 - ELEV 'B' (S"I"UD) Name � --Area- - AFEA -I 1 ST FLOOR! 15"i3 SF� _ 1:a43 SF RECEIVED MAR 0 5 IRI Permitting Department St. Lucie County FEB 0 4 2021 ��� ��, G. ,........... GE i nsi .7 No nets . �t�-- '°: 0 9O ;•� STATE Of ;ae 41ki` T .. let .� REVISION LOG ----------------------- -_---� REV. DESCRIPTION DATE I .00 ADDED 5:12 ROOF OPTION. REMOVED ALL SWITCHED OUTLETS. REMOVED CEILING FANS EXCEPT FOR MASTER BEDROOM & GREAT ROOM. i JHM 10/29/19 2.01 REVISED FLOOR BREAKS ON FIRST FLOOR TO SHOW CARPET IN BEDROOMS ONLY. ADDED- vyMT 01/02/20 WINDOW TRIM TO SIDE ELEVATIONS WITH 5:12 ROOF OPTION FOR CITY OF PALM COAST, 2.02 2.03 REPLACED RANGE HOOD WITH MICROWAVE ADDED PRODUCT APPROVAL SHEET GRP2 1.OA FOR SOUTHWEST & WEST FLORIDA. JHM JHM 03/06/20 06/18/20 ADDED CORNICE ELEMENT AS REQUIRED TO ELEVATIONS. ADDED EXTERIOR TRIM DETAILS ON SHEET GRP2 4.OA i _ 2.04 REVISED WATER INTRUSION DETAILS PAGE. JHM 11/11/20 2.05 CODE UPDATE. ATTIC VENT CALC. REVISION FOR 50% UPPER VENTING. JHM 1/08/21 -- i 2163 J 0. T. LE �Uj 0 Lu w w FILE z a J Y co w z J Z) R 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH, LLC © 2020 at o a z N n I m� LLj O 0 0 0- _ " Q U L PLAN # / ORIENTATION 3911650 / RH SERIES NAME: DIAMOND PLAN NAME: LAST REVISION 2.05 SHEET# GRP2 Oil dll�il��lll� CENTURY* MORE HOME LESS MONEY 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH, LLC © 2020 C, M fo W m Q ..1 O (v Q NMI Z �o CON o CD O Ou Q O PLAN # / ORIENTATION: 3911650 / RH SERIES NAME: DIAMOND PLAN NAME: LAST REVISION 2.05 SHEET# GRP203 0 1 112" VTR ••T TU i co cV Lo I 381411 14'-01/2" 3'-011 21'-31/2" 11 Ilk 0 co r -77 13401/211 61 31 — — � f _ — _I F SLAB CUTOUT FIIR d., -��.- I `. \? 14 4 �GDIHRESROLD SEEDETAILON SHEETGRP24.0 r �� f FRIG FRIGPS IH { 1 1 ' 4- ( .A I .� �' CD mt ° t 4 cm C'D ad q. i�-1 c I r `L, ..' _ ` r o LO 4, ' a- N I .fi µ` C -- --- F -----='—` d J I d v L' } $ U « 4 j 41 (. -2'-01 /4" 1 � , iR t/4" 3' 1 1/2" 1 4 - 4 e . .._ AHU DRAIN F c, I) �� II ��� 4 Al I� •q I I o I f ` v 1 14 I CUT CONTROL JOINTS , I ro ATINTERVALS.INIO' I, IN9OTHDIREGTIONS d j I• ° I a., -0"� Lam! a -04, I " h •i. 18'-811 � �' �. C , °-19'-811 4 , � e Au" - y 11 4. ,d T. el.`x. 181-p" O w 2'-0 1 /2" CO 16'-3'1 141-411 71 31-811 11, 20'-4" 38'-411 1 PLUMBING PLAN ELE_V'B' 11411-10 AT 2211 X 3411 LAYOUT 118" 11•0" AT 11" X 11" LAYOUT HVAC PAD 0 cq co d- �I�I I I I1 I IIII CENTURY �u MORE HOME • LESS MONEY 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH, LLC © 2020 Li N C) 9 �..Lm 9. i co ZZ W G J 0 73 r N m CDN ® z (n o w CON o �� 0 o a o O PLAN # / ORIENTATION: 3911650 / RH m +' SERIES NAME: DIAMOND PLAN NAME: LAST REVISION 2.05 SHEET# GRP20,3 CENTURY MORE HOME • LESS MONEY 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH LLC © 2020 JI Q N OL. Q C= � V ®C o > . L ® �T z N w Cf m� Q O O Q (� CD PLAN # / ORIENTATION: 3911650 f RH SERIES NAME: DIAMOND PLAN NAME: , LAST REVISION 2,05 SHEET# GRP2 1,0 CENTURY MORE HOME LESS MONEY 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH, LLC © 2020 ■ J x� � O I Q "AZZ-Vd4_u cu , P!�lANC ,-Q-AE CCBJNTY &i 03 CC pc)C m 000 0 Q C) i C L PLAN # / ORIENTATION 3911650 / RH SERIES NAME: DIAMOND PLAN NAME: LAST REVISION 2,05 SHEET# GRP21 n2 S & B SIDING T . REFER TO SHEET GRP2 4,0 FOR WATER INTRUSION DETAILS, REFER TO SHEET GRP2 4,0 FOR DOOR & WINDOW TRIM w DETAILS &STUCCO CORNICE DETAIL, Z J d W O O Lu Lu of z O Ll;;Z3J tea Q Q SHINGLES AS SPECIFIED N %2 CORNICE ELEMENT � CORNICE ELEMENT � �.. SHINGLES AS SPECIFIED (AS REQUIRED) z (AS REQUIRED) — w 1ST FLOOR PL HT, 1ST FLOOR PLHT. w IN 8N8" CMU COLUMNS 4" WINDOW TRIM Y FRONT ELEVATION'Bll T 114T 22 X 34 LAYO� 118" = V-0" AT 11" X 17" LAYOUT , n + a _ 1 :. + , , -, ♦:- • `. a "a > ( ' t : t `r i + , , J } t T / y__ r Y _� '„•, _, J a ` - QEMENTITIOUS 4 INISH co Ll 7,QCEMENTITIO w 71 FINISH Lu FLOOR FIN. PLR, iST FLOOR FIN, FLR, — + r , , i r , , r ,♦ H 3 LEFT ELEVATION'S' 114 = V-0 AT 22 X 3411 LAYOUT Q 118" = V-0" AT 11" X 17" LAYOUT _ z Q J z O w or_ F— u F21 c~n •• 78Y4 Z Lj- Tit srAT F *JkQ m a CORNICE ELEMENT , „ (AS REQUIREDI ��. 0 cu W — SHINGLES AS SPECIFIED a'1j SHINGLES AS SPECIFIED d- w_ 1ST FLOOR PL. HT. 1ST FLOOR PL.HT. r ! .♦ W a r r , ♦ �: P 1. 'J , ,. , 7 / - ,_ - - i ,.: - _ , r •.i - - r r .. _ (. _ :.. _ e + _' _, / � _ _ . _ _� . _ _ `_ _ _ _ v ♦ _ _ }_ .a _ _t '_ 1. t. , ■ , r CEMENTITIOUS FINISH- 1. r ,r :, ♦ • ,, , a r..la , ,r r (1',-., _' J ♦.1 ( 't Y '1. CL la r a t Q _ _ `r .i r ♦ _ n _ _ ',! `.. ,+,+ a �1 < /�: a •,..+ •.., co la t- -. - 1. � V h L♦ -, _ GEM 71 ENTITIOUS FINISH 71 e. , r , _ _., ,. r . :_ �n+_r , r 1, S. a ♦ 1 h: n , r • , r. v ( a / r. v \ 4 �. 1. • Y r - i_ r .. ,..nY a-i , , ( t ,. < a ♦ r , + /, r •. r r r / ,lM1 a ♦ •. a� ♦" r , ay ,i _.a J, �• V♦i! - i co l � ' r , — r iST FLOOR FIN. PLR, 1ST FLOOR FIN. PLR, z 2 REAR ELEVATION'B' 114" =1'-0" AT 22" X 34" LAYOUT 118 V-0" AT 11" X 17" LAYOUT J RIGHT ELEVATION 'Bl 4 114" -1'-0" AT 22" X 34" LAYOUT 118" = V-0` AT 11" X 17" LAYOUT IIIIII�I�IIII CENTURY 4�^ MORE HOME LESS MONEY 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH, LLC C 2020 MM W Zw ■ c!i CID LAJ .j ■ ■ ■ O C) 1FOR 1ANCk- -ID LINTY L (]0 m� CC o C). O U Q O PLAN # / ORIENTATION: 3911650 I RH SERIES NAME: PD�IAMOND PLAN NAME: LAST REVISION 2.05 SHEET# GRP2 23 GRP2 ELEV 'B' - ATTIC VENTILATION CALCS 1/300 Ventilation Max Min Upper Lower Total Ridge Roof Soffit Required Upper Upper Ventilation Ventilation Ventilation Vent Vents- Vents Area (sq. in.) (sq. in.) "(sq. in.) (sq. in.) (sq. in.) (sq. in.) (In. ft.) (ea) (In. ft.) 2133 SIF '' 1024 512 410 520 510 1030 16 4 85 CALCS BASED ON THE FOLLOWING VALUES; -Ridge Venis:l5 in 2 of A free area per linear loot •Roflenfs-70H 2ofnelffee area per unil SollilVenlS-6m 2ofnelfree area per square fool 1 ROOF PLAN ELEV'B' I, _ 114 =1.0 AT 22 X 34 LAYOUT 1/81111•0" AT 11" X 17" LAYOUT CCDr A A f t•,�IIIII IIA/���rA / •�•��S G F9i <,' • • f, � w �•• �� y�CENSF.° 77824 ya ti� S TATE 01 W vi w z C1. w O O I— w w z O I-= ¢ 2 NO O LL z w O z ¢ 0 w w O z V) 0 z .J z O W U Z) NO I— V) O z J N W w W w ¢ z a JIF I D 06 LU 1► Ull��i��llil MORE HOME LESS MONEY 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH, LLC © 2020 cr/'f — Oct r.� 016• a - L` C= CD QD e=0 II 0 • Q L ti •co #"VED FOR N mp 0ck- Q p p00 O a (� PLAN # / ORIENTATION: 3911650 / RH SERIES NAME: EDIAMOND PLAN NAME: LAST REVISION 2.05 SHEET# GRP2 33 VINYL SIDING WEATHER RESISTANT BARRIER STRAIGHT FLASHING GAL, "L" FLASHING ROOF UNDERLAYMENT CAP SHINGLE -APPLY WITH ADHESIVE (DO NOT NAIL) ROOF FLASHING DETAIL 1112" =1'•0" AT 22" X 34" LAYOUT 314"=1'-0"AT11"X11"LAYOUT ROOF TRUSSES (SEE PLANS) SHEATHING SIDING PER ELEVATION WEATHER RESISTANT BARRIER GJ, FLASHING (EXTEND 6" ABV, TRIM BD.) CLAD 2x TRIM BOARD (REFER TO ELEVATION FOR SIZE) TRIM BD, TO LAP TOP OF BLOCK 2" G.I. FLASHING WI314" PROJECTION PAINTED CEMENTITIOUS FINISH 8" BLOCK WALL OR WOOD STUD FRAMING, REFER TO TRIM BD, LOCATION ON ELEVATIONS TRIM BOARD DETAIL 1112" =1'•0" AT 22" X 34" LAYOUT 314" =1'-0" AT 11" X 17" LAYOUT INSIDE OUTSIDE N U� W X ° a a: d' m d d $ d. SGD THRESHOLD DETAIL 1112" =1'•0" AT 22" X 34" LAYOUT 1112" =1'-0" AT I I" X 17" LAYOUT WINDOW HEAD THRESHOLD AT DOORWAYS SHAD NOT EXCEED 314" IN HEIGHT RECESS THRESHOLD IF NECESSARY. 8" C,M,U, BEYOND S.G.D. THRESHOLD SET IN SEALANT • ATTACH PER MANUF, SPECS, PLASTER SAND FINISH SLABISTOOP SLOPE TO DRAIN CEMENTITIOUS FINISH CMU WALL - REFER TO STRUCTURAL 1/2":12 SLOPE BUILT UP FOAM TRIM (REF. TO ELEVATION FOR SIZE) PRE -CAST LINTEL (REF. TO STRUCTURAL) WINDOW ANCHOR CAULK BETWEEN WOOD AND CMU SEALANT AT FRAME WINDOW FRAME P.T. NAILING STRIP SEALANT AT FRAME 1112" =1'•0" AT 22" X 34" LAYOUT 314" =1'•0" AT 11" X 17" LAYOUT 1x P,T, BUCK STRIP (SEE STRUCTURAL) 112" GYP. WALLBD, FURRING & INSULATION CMU - CONCRETE MASONRY UNIT (SEE STRUCTURAL PLAN) DOOR ASSEMBLY ANCHOR ADD'L BUILT UP TRIM AS SPECIFIED (SEE ELEVATIONS) CEMENTITIOUS FINISH SEALANT SLIDING GLASS DOOR FRAME _SG_ D JAMB DETAIL 1112" =1'-0" AT 22" X 34" LAYOUT 314" =1'-0" AT 11" X 17" LAYOUT 1x P.T. NAILING STRIP GYP. BOARD FINISH FURRING STRIP CMU WALL - REFER TO STRUCTURAL WINDOW ANCHOR BUILT UP FOAM TRIM (REF ELEVATIONS FOR SIZE) CEMENTITIOUS FINISH SEALANT AT FRAME WINDOW FRAME PRE -CAST SILL WITH DRIP EDGE WINDOW JAMB 1112" =1'•0" AT 22" X 34" LAYOUT 314" =1'-0" AT 11" X 17" LAYOUT 1x SILL WINDOW FRAME SEALANT AT FRAME PRE -CAST SILL WITH DRIP EDGE BUILT UP FOAM TRIM (REF ELEVATIONS FOR SIZE) FLASHING CEMENTITIOUS FINISH CMU WALL - REFER TO STRUCTURAL WINDOW SILL 1112" = 11•0" AT 22" X 34" LAYOUT 314" =1'•0" AT 11" X 17" LAYOUT 4 2021 *� Nw �24 •:* P. .�•^ :O •, STATE Qr ol V) W z a N 0 w F_ 0 0 0 g re 0 Q 0 LL z w F- 0 z Q 0 w W w 0 N Q r) z Q J z 0 w U F- v) 0 LL J d N F- ui >0 w w w a a 06 LLJ /, IIII��I��Iii� CEIeTTLTRY MORE HOME • LESS MONEY 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH, LLC © 2020 4.n J Q H W z N a � cc z cc I� W I — Oct u o «� Q 0 o r'O co ANC w m MN 2'UN Q OO o00 O Li PLAN # / ORIENTATION: 3911650 / RH SERIES NAME: DIAMOND PLAN NAME: LAST REVISION 2.05 SHEET# GRP2 4,0 i 01 nDr TOD i A11,011 01 nnr Tnn I Mli, 1011 PER ELEV. SMOOTH CEMENTITIOUS FINISH of SHAPED FOAM TRIM FACE OF WALL FACE OF WALL h6„ I I 1 1" 56511 1 SINGLE WINDOW TRIM DETAIL 1 11=1.0 AT 22 X 34 LAYOUT 112" =1'-0" AT 11" X 17" LAYOUT FACE OF WALL SLOPE TOP 121:12" BUILT-UP STUCCO TRIM - co cfl 4" TYP. REF, ELEV. DOOR TRIM DETAIL 1 11=1.0 AT 22 X 34" LAYOUT 112" =1'-0" AT 11" X 17" LAYOUT c 2 TWIN WINDOW TRIM DETAIL 1 11=1.0 AT 22 X 34 LAYOUT 112" =114" AT 11" X 17" LAYOU I LINE TYP. STUCCO CORNICE DETAIL 1112" =1'-0" AT 22" X 34" LAYOUT 314" =1'-0" AT 11" X 17" LAYOUT FEB 0 4 2021. ♦��� u� �� ♦ s� No 7 8 .'� r p . SLATE FIle Ur` c/) Lu z_ J U 0 w OI O o'. Lu w z O a O LL z w H O z a 0 w w w cc V) a 0 z a J Z O W tY D V tr H V) O z a u•) H 0 W w w co J z W J 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH, LLC © 2020 eM-.W Q 1— W IO W 1-- x W i� o c > s �- 0 �- u c� o z � c o M � N i m mN 2 o O C ° 00 o ¢OLI PLAN # / ORIENTATION: 3911650 / RH SERIES NAME: aE CC DIAMOND W.11 0 10e1 III LAST REVISION 2,05 SHEET# GRP24,OA RAKE DETAIL VARIES Qj a CEMENTITIOUS FINISH MAx. MA. a 1/2":12 SLOPE 1 x NAILING STRIP BUILT UP FOAM TRIM VINYL SOFFIT (REF. TO ELEVATION FOR SIZE) (INSTALL PER na PRE -CAST LINTEL MANUF. (REF. TO STRUCTURAL) SPECIFICATIONS) SHALL MEET R703.11.1 2 PORCH SOFFIT DETAIL 1112 = 1 0 AT 22 X 3411 LAYOUT 314 1'-0° AT 11" X 17" LAYOUT im mu rnnnnrn An r on enrn Loi IIII 1 111 I IIII Lu am Z_ ;604� . Ln 0 MORE HOME • LESS MONEY Luu _ 3091 GOVERNORS LAKE DR. I— Q SUITE 300 0 NORCROSS, GA 30071 I— PHONE:336-282-3606 0 w lWJH, LLC © 2020 Lu z 0 a 2 Lr 0 LL rz w I 0CIO in �• e Lu w C cn l]C ST FLOOR PL. HT. ~ O z cn Q M f� z 0 w Cr I — FLOOR FIN. FLR, U :D L]C V) - 0°' cv z u. < c Q '' u o T o z FOW i F_ M � An m :iio IFLIAICE� Luo00 COUN-M-0 + 3: O L1 Lu w PLAN # / ORIENTATION: 3911650 / RH < SERIES NAME: z F.2oi J DIAMOND PLAN NAME: * ; No 77824 Lr Lu STATE OF 0Rv°P LAST REVISION 2.05 SHEET# GRP2 4,3 TABLE R3026 DwellpglGarage Separation Se ration Material Fromiherestlenceandalibs ssihanh -inc hgypsumbcerdorequNalent appl lothe garage s de From all habilable roans above the garage Nol lass than 5 A -inch Type X gypsum board or equivalapi Structure(slsupporlinglloor•ceihngassemblies used for separallon required by this section Not bsslhan'/h•inchgypsumboard or equivalent 1 KITCHEN11 -- 112 ;=1.0 AT 22 X 34 LAYOUT 114" =1'•0" AT 11 `'X 17" LAYOUT 4 KITCHEN 4 112" =1'•0" AT 22" X 34" LAYOUT 114" =1'•0" AT 11" X 17" LAYOUT W36 30 FRIG, HOOKUPS W24 30 FRIG. — HOOKUPS 0 / ELECTRIC RANGE B24 111-411 2 KITCHEN 2 3 KITCHEN 3 1I2" =1'0"AT 22" X 3 04" LAY UT 112" =1'•0" AT 22" X 34" LAYOUT 114" =1'-0" AT 11" X 17" LAYOUT 114" =1'•0" AT 11" X 17" LAYOUT 1'-11" 1'-91/2" le 4' 31/2" 5 BATH 2 - 112" -1' 0" AT 22" X 34" LAYOUT W36 30 W3012 MICROWAVE 1'-0" 1'-71/4" 1'-71/,v 6`-8 3/4" OANER BATH - FEB 04 2021 6 11 '0,1 q CL "rW _N 0 MORE HOME - LESS MONEY w _ 3091 GOVERNORS LAKE DR. O SUITE 300 O NORCROSS, GA 30071 E— PHONE:336-282-3606 0 WJH, LLC © 2020 I w z O Q O w z � w p O act ' Q N ® o- ®u w w C� w ac --- O uu z � a 0 z a z O w H u cn � O o � �. w a i o _ -- 1 z N W Ln CO ¢. W o 2 o a Lu 0 o p U ap Lu > PLAN # / ORIENTATION: w L w 3911650 f RH _ SERIES NAME: - . 112 =1.0 Al 22 X 34 LAYOUT '°.:Fp -`06 114" =1'-0" AT 11" X 17"LAYOUT 114" =1'•0° AT 11" X 17" LAYOUT , �••'v`E"S�•�"� • No .77824 : ry * = w Olr 'CGS DIAMOND PLAN NAME: LAST REVISION 2.05 SHEET# RP2 5,1 CE INNECT GENERAL NOTES 1. ARC FAULT ALL 15 &20 AMP CIRCUITS & INSTALL TAMPER RESISTANT RECEPTACLES. RECEPTACLES SHALL BE INSTALLED IN DWELLING UNITS PER NEC 210.12 & 406.12 2, ALL ELECTRICAL EQUIPMENT TO BESET AT OR ABOVE BASE FLOOD ELEVATION. 3. ALL OUTLETS IN WET AREAS AND ALL EXTERIOR OUTLETS TO BE GFI. 4. ACMC SMOKE DETECTORS TO BE INTERCONNECTED AND RESIDENCES HAVING A FOSSIL. BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE ALARM INSTALLED WITHIN I OF EACH ROOM USED FOR SLEEPING PURPOSES, PER RULE 9B•3,04,12, INSTALL ALL ELECTRICAL IN ACCORDANCE WITH NEC 2014 1612 HOUSE LOAD CALCULA I 1 I 2 SMALL APPLIANCE 1500VA EACH 1 LAUNDRY 1500VA EACH 1 00 1603 SF GENERAL LIGHTING @ 3W / SQ. FT. 4809 1 WATER HEATER 4500 1 REFRIGERATOR 1440 0 FREEZER 0 1 DISHWASHER 1030 1 DISPOSAL C90 O.OUTLET • 110V OUTLET • 110V GROUND FAULT 0 INTERRUPTER a OUTLET•110V GROUND FAULT INTERRUPTER p WATER PROOF 0r=OUTLET • 220V ELECTRICAL LEGEND WALL MVVII I LUIIA I uf1 o OUTLET • TV Q WALL LIGHT OUTLET • PHONE 18" LIGHT BAR SWITCH • SINGLE POLE COACH LIGHT - FRONT DOOR CEILING MOUNTED FIXTURES D OPENER PREGARAGE OWIRE coSMOKE DETECTOR 0 FLUSH MOUNT O SURFACE CAN LIGHT SWITCH • 3 WAY COACH LIGHT • P1 REAR DOOR II C� OPTIONAL 4 /// FAN PREWIRE SWITCH • 4 WAY METER MAIN COMBO 150 AMP NEW3R OR 200 AMP NEW 3R 200 AMP INSIDE PANEL n 3 1 2 INTERSYSTEM BOUNDING TERMINATION AS PER NEC 250.M GPRADE TO POWER CO. TRANSFORMER BOND TO FOUNDATION STEEL AS PER NEC 250.52(3) BY UTILITY COMPANY SIC SMOKE DETECTONCO2 BATHROOM EXHAUST FAN FLUORESCENT 1'X4'2,LAMPS WIRE SCHEDULE 1 TO POWER CO. TRANSFORMER 2 #4BARE COPPER 3 N SER AL (FOR 150 AMP) OR 410 SER AL (FOR 200 AMP) PER NEC ELECTRICAL RISER DIAGRAM NOT TO SCALE KEYLESS 0 TRASH COMPACTOR b 1 MICROWAVES 1630 0 CENTRAL VACUUM 0 0 MINI FRIG AND ICE MAKER 0 EDOOR 0 JENN AIRE o RPREWIRE K 1 CLOTHES DRYER ELECTRIC 5000 1 RANGE 11600 0 COOKTOP 0 0 WALL MOUNTED OVEN 0 1 GARAGE DOOR 1127 0 LANDSCAPE 0 0 POOL PANEL ,0 36,326 FIRST NDER @ 100 % 10530 0 REMAINDER@ 40 % (26,326) 1053 2053 HEAT LOAD 9400 W 611� 65% A/C LOAD 2.5 tons 4400 VA 0 100% (HEATPUMP HEATING WITH ADDNL ELECT HEAT ADDED FOR MAXIMUM HEAT LOAD VA) VOLT-AMPERES 26,640 VA DEMAND LOAD AMPERES 111 @ 240V NEUTRAL DEMAND AMPERES 74 PANEL SCHEDULE # # # DESCRIPTION # 1, AHU WITH HEATER 50 AMP #6 1 2 RANGE 40AMP #8 2 3 3 4 4 5 DRYER 30AMP #10 5 6 ACU 30AMP #10 6 7 7 8 8 9 WATER HEATER 30 AMP #10 9 10 1 WASHER 20AMP #12 10 11 11 - 12 DISHWASHER 20AMP #12 12 13 BATH GFCI 20AMP #12 13 14 SM APP #1 20AMP #12 14 15 GAR GFCI 15AMP #14 15 16 SM APP #2 20AMP #12 16 17 EXT GFCI 15AMP #14 17 18 HOOD/ MICRO 20AMP #12 18 19 LTG -GAR -KIT -BATH' FOY 15AMP #14 19 20 REF 20AMP #12 20 21 FAMILY 15AMP #14 21 22 NOOK/ DR 20AMP #12 22 23 MAST BED/ BATH 15AMP #14 23 24 SPACE 24 25 BED 2/ LOFT 15AMP #14 25 26 SPACE 26 27 BED 3/ BATH 15AW #14 27 28 SPACE 28 29 SPACE 29 30 SPACE 30 31 SPACE 31 32 SPACE 32 II��110111�,1 CENTURY ( I MORE HOME - LESS MONEY 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH, LLC © 2020 lz)l Mo., I� C' m J LJL. 1! V co 0� ...J 1� ILLJ .®J IL LJ o � . Q t .cu o � o z O :D h m w mN p O O 0 I U Q O PLAN # / ORIENTATION: 3911650 0 RH SERIES NAME: DIAMOND PLAN NAME: LAST REVISION 2.05 SHEET# GRP2 6e2 THE 5TRUGT1URE 15 DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING 15 FINISHED AND ALL PLAN, DETAIL, AND NOTE SPECIFICATIONS HAVE BEEN COMPLETED. IT 15 THE CONTRACTOR'S 50LE RESPONSIBILITY TO DETERMINE THE ERECTION PROCEDURES AND 5EGUENGE TO INSURE THE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING CONSTRUCTION. THI5 INCLUDES, BUT 15 NOT LIMITED TO, THE ADDITION OF NECE55AW SHORING, 5HEETIN5, TEMPORARY BRAGIN6, 6UY5, AND TIE -DOWNS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL 5HORIN6 AND BRACING REQUIRED TO STABILIZE AND PROTECT EXI5TIN6 AND ADJACENT 5TRUGTURE5 AND 5Y5TEM5 DURING COURSE OF DEMOLITION AND GONSTI; GTION OF THE PROJECT. • THE WOOD FRAME STRUCTURE OF THI5 UNIT/MODEL 15 DESIGNED TO RE515T LATERAL LOADIN65 AS, PERMITTED BY SECTION 4.35 OF THE SPECIAL PE516N PROVISIONS FOR WIND AND SEISMIC (50PW5). MULHERN+KULP HAS UTILIZED THE FORGE TRANSFER AROUND OPENINGS METHODOL06Y PER THE REQUIREMENT5 SET FORTH IN SECTION 43.52. AS, SUCH, WALL5 WITH OPENINGS ARE CONSIDERED A SINGLE STRUCTURAL PANEL AND MAY NOT REQUIRE HOLDDOHN5 ADJACENT TO EACH HINDOW POOR OPENING. • 5HEARHALL5 USED IN THE DESIGN OF THE STRUCTURE ARE DE516NE0 TO RESIST 80TH SHEAR AND UPLIFT, AS, PERMITTED THROUGH SECTION 4.4 OF THE 5DPH5. AS, SUCH, STUD GLIP5 ARE NOT REQUIRED, EXPECT WHERE NOTED ON PLAN TO RE515T EXCE55 UPLIFT LOAD THAT HAS NOT BEEN RESOLVED THROUGH THE EXTERIOR 51 FASTENED AT THE TOP 4 BOTTOM OF THE 5HEARWALL. TERMITE PROTECTION, TERMITE PROTECTION SHALL BE PROVIDED BY RE615TERED TERMITIGIDES, HHIGH MAY INCLUDE 5OIL-APPLIED TERMITIGIDE5, BAITING 5Y5TEM5 OR TERMITIGIDES APPLIED TO HOOD, OR OTHER APPROVED METH0125 OF TERMITE PROTECTION LABELED FOR USE AS, A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE TERMITE PREVENTATIVE TREATMENT, A TERMITE CERTIFICATE AND/OR A CERTIFICATE OF COMPLIANCE 15 TO BE 155UED TO THE BUILDING DEPARTMENT BY THE BUILDER. THI5 DOCUMENT WILL BE LEFT FOR THE BUILDER WITH THE PAPERWORK PAGKA6E AT THE JOB 51TE'5 PERMIT BOARD BY THE LICENSED PEST CONTROL COMPANY. IT WILL CONTAIN THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF 5UBTERRRANEAN TERMITES. TREATMENT 15 IN AGGORDANGE WITH THE RULES AND LAW5 ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER 5ERVIGE5 THI5 MODEL HA5 BEEN EN61NEERED TO RE515T LATERAL FORGE5 RE5ULT1N6 FROM UP TO 160 MPH WIND SPEED, EXP. G R15K GATE60RY II rt 5EI5MIG GATE60RIE5 A/B. ENGL05ED, 0.1b INTERNAL PRE55URE GOEFF. ENGINEERED DE516N HA5 COMPLETED PER THE TTH EDITION 2020 FLORIDA RE.5I0ENTIAL BUILDING GODES (5EGTION5 R301.1.3 (RE5) 8 I(90q (BUILDIN6)) $ A5C,E 1-I6 STANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENT5: 0 SHEATH ALL EXTERIOR WOOD FRAMED WALL5 WI/2" PLYWOOD OR 056 FASTENED H/ 2> "XO.131" NAILS o b" O:G. ALONG PANEL EDGE5 AND 12" O.G. IN THE PANEL FIELD. I. ALL 5HEATHIN6 PANELS 514ALL BE ORIENTED VERTICALLY (LONG DIRECTION PARALLEL TO STUDS) AND INSTALLED FULL HEIGHT OF SHEAR WALL - OR - 2X HORIZONTAL BLOGKIN6 SHALL BE PROVIDED TO SUPPORT ALL UNSUPPORTED PANEL ED6E5 4 E06E FASTENING. 2. ALL STRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMING a Ib"o.c. MAX. U.N.O. ON PLAN. 3. SHEATHING SHALL BE CONTINUOUS FULL HEIGHT OF 2ND FLOOR WALL FROM BOT. OF RIM TO DOUBLE TOP PLATE. 4. ALL SHEAR WALLS SHALL HAVE DOUBLE TOP PLATE-5 FASTENED TOGETHER w/ *2, 131" NAIL5 ®Ib"o.c. USE (8) 3V"x0.131" NAILS 0 EA. LAP SPLICE. 0YP. U.ND) 5. LATERAL ANALY515 '65UME5 ALL INTERIOR SHEAR WALLS EXTERIOR WALLS ARE CONTINUOUS 5HEATHED ABOVE AND BELOW OPENINGS. 6. SEE ARCHITECTURAL DRAHING5 FOR ADD'L HALL CONSTRUCTION REQUIREMENT5. 1. ALL EXTERIOR HALL.'_, CONSIDERED PS SHEAR HALLS. 8. HHERE PANELS ARE ,PPLIED TO BOTH FACES OF HALL, PANEL JOINT5 SHALL BE 01=F5ET TO FALL ON DIFFERENT FRAMING MEMBERS. ®®®� INDIGATE5 LOGATION ,AND EXTENT OF 5HEAf;,';6 ALL HHIGH REOUIRE5 SHEATHING AND/ OR FA5TENIN6 c-PEGIFIGATION5 BEYOND THAT OF 5TANDARD GON5TRUGTION SYMBOL SHEAR PANEL 5PEG. 0 1/2" PLYHOOD OR 05B FASTENED W/ 2Y2"xO.131" NAILS ® 3" o.G. ALON6 PANEL ED6E5 AND 12" o.G. IN THE PANEL FIELD. NO STAPLE ALT. FOR THI5 A55EMBLY. HOLD-DOINN SCHEDULE 5YMB0L SPECIFICATION 1-10-1 U5P HTT45 HOLDOI^W* FASTEN BUILT-UP POSTS SUPPORTING ROOF G.T. TO GMU WALL w/ (1) U5P 1j 5T-I M5TGM40 STRAP w/ (14) Y4" PIA x 2)q" LONG TAPGON5 INTO CHU. (USE ONE STRAP TOTAL PER BUILT-UP POST, U.N.0) *ALTERNATIVE TO 51 ANCHOR BOLT 5PECIFI0ATION: ANCHOR HOLDOHN UTILIZING THREADED ROD (REFER TO U510 SPECIFICATION FOR ANCHOR DIAMETER). EPDXY-5ET INTO CONCRETE FOUNDATION w/ U51F GIA-GEL 1000 EPDXY SYSTEM PER MANUF. REGOMMENDATION5. PROVIDE q" MIN. EMBEDMENT INTO CONCRETE. DO NOT LOCATE EPDXY-5ET ANCHORS WITHIN I Y4" OF FACE ON CONCRETE FOUNDATION WALL &ENERAL STRUCTURAL NOTES FOUNDATION • DE516N 15 BASED ON lth EDITION (2020) FLORIDA BUILDING CODE. • FOOTING DE516N - THESE FOOTIN65 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARING CAPACITY OF 1,500 P5F. THESE FOUNDATION DE516N5 ARE AL50 ADEQUATE FOR ALLOWABLE 501L BEARING GAPAGITIE5 GREATER THAN THE 1500 P5F MIN. REQUIRED. (I.E. IF 2000 P5F 501L 15 PRESENT, THESE FOUNDATION DESIGNS ARE STILL ADEQUATE. • FASTEN SILL PLATES TO FOUNDATION HALL5 WITH 1/2" VIA. ANCHOR BOLTS 0 4'-0" oa. w/ 1" MIN. EMBEDMENT INTO GONG. OR U5P FA3-TZ (GONG FNDJ / 5T2-TZ (CMU FND) 51 w/517AGIN6 PER MANUF. PROVIDE A MINIMUM OF 2 ANCHORS PER PLATE, 12" MAXIMUM FROM PLATE ENDS (SEE FND DETAIL5). • ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT H/ CONCRETE OR MA50NRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • BUILDER TO VERIFY CORROSION -RESISTANCE COMPATIBILITY OF HARDWARE 4 FA5TENER5 IN CONTACT w/ PRESERVATIVE -TREATED WOOD. CONTACT LUMBER 4 HARDWARE SUPPLIERS TO GOORD. • CONCRETE DE-516N BASED ON AGI 318. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM COMPRESSIVE 5TPEN6TH5 IN 28 DAYS, U.N.O: fc, = 2,500 psi:....... FOOTINGS 2,500 psi:....... SLABS, ON GRADE (INTERIOR 4 EXTERIOR) fy = 60,000 psi ...... REBAR • ALL CONCRETE EXP05ED TO THE WEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTIN65 SHALL BEAR AT LEAST 12" BELON FIN15H GRADE. • FOOTIN65 AND 5LAB5 ON GRADE SHALL BEAR ON VIRGIN 501L OR q5% COMPACTED FILL. • PROVIDE CONTROL JOINTS AT ALL IN51DE CORNERS OF SLAB E06E5, AND OTHER LOCATIONS WHERE SLAB CRACKS ARE LIKELY TO DEVELOP. (10'-0" O.G. RECOMMENDED, 15-0" MAX) • MINIMUM LAP 5PLICE5 ON ALL REINFORCEMENT SHALL BE 48 BAR PIA. • HOOKS SHALL BE PROVIDED AT 1215GONTIN0006 END OF REINF. • GROUT SHALL BE A5TM 6416 Pc=3000 P51 w/ MAX %" AGGREGATE • CONCRETE MASONRY UNITS SHALL BE A5TM CQO KITH A MINIMUM GOMPRE551VE 5TREN6TH OF Ig00 P51 (FM = 1500 P50. ALL MORTAR SHALL BE A5TM II TYPE 5. GMU DE516N BASED ON AGI 530/530.1 •ElREINFORCED GMU GORES (A5 INDICATED ON PLAN) SHALL BE REINFORCED w/ (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP HALL AND SHALL ALIGN WITH FOOTING DOWEL BELOW. PROVIDE MIN 30" LAP SPLICE WITH FOOTING DOWEL. • GROUT 50LID ALL REINFORCED GMU GELL5 AND BOND BEAM5 • ALL BOND BEAMS ARE To BE CONTINUOUS FULL LEN6TH OF HALL • PROVIDE (1) #5 BAR GROUTED SOLID ON EACH 51DE OF ALL MASONRY OPENINGS AND AT ALL WALL CORNERS. • VERTICAL REINFORCEMENT SHALL BE HELD IN PLACE AT THE TOP AND BOTTOM, SHALL BE LOCATED IN THE CENTER OF THE MA50NRY CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 8--0" O.G. IN EXTERIOR WALLS. (A5 5HOHN ON PLAN5) • ROUGH OPENIN65 ARE NOT SPECIFIED ON BLOCK PLAN - 5EE ARCHITECTURAL PLANS. • ARGHITEGT/BUILDER TO REVIEW 4 VERIFY ALL BLOCK PLAN DIMEN51ON5 PRIOR TO CONSTRUCTION. "-�"20 GARAGE SLAB 3 1/2" GONG. 5LA3 ON 4" MIN. GRANULAR FILL ON 015% GOMPAGTED FILLMR6IN 501L PORCH SLAB 3 1/2" GONG. 5LAB ON 4" MIN. 6RANULAR FILL ON q5% GOMPAGTED FILLNIR61N SOIL SLAB ON GRADE 3 1/2" GONG. 5LAB H/ 6x6 HIAAA HHF (OR FIBER ME514 ILO HHF) ON 6 MIL VAPOR BARRIER ON 4" MIN. GRANULAR FILL ON q5% GOMPAGTED FILL/VIR6IN 501L FLOOR FRAMING • I-JOI5TS/TRU55E5 SHALL BE DE516NED BY MANUF. TO MEET OR EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA. • ALL METAL HANGERS SHALL BE SPECIFIED BY I -JOIST /TRL 55 MANUFACTURER, UNLESS OTHERWISE NOTED. • I-JOIST/TRUSS SHOP OWG5. SHALL BE SUBMITTED TO ARCH. 4 END. FOR REVIEN AND APPROVAL PRIOR TO FA13RIGATION OR DELIVERY. • FLOOR 5HEATHI% SHALL BE 23/32" GONFORMIN6 TO P52-04, 24" O.G., EXPOSURE I, TONGUE AND GROOVE ED6E5, FASTEN SHEATHING TO FRAMING MEMBERS H/ GLUE AIVD 3'4.131' NAILS o 6" O.G. AT PANEL EDC-E5 4 12" O.G. AT INTERMEDIATE 5UPPORT5. ROOF FRAMIN6 • ERECT AND INSTALL ROOF TRUSSES PER WTCA 4 TPIS 6651 1-14 "GUIDE TO GOOD PRACTICE FOR HANDLING, IN5TALLIN6 4 BRACING OF METAL PLATE CONNECTED WOOD TRU55Ea " • SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRU55 CONNECTORS. • ROOF 5HEATHI% SHALL BE 19/32" MIN. o58/PLYHOOD 5HEATHIN6 40/20, EXPOSURE I. FASTEN 51 TO POOF MEMBERS w/ Y2'x0.131" RING SHANK NAILS (R5R5-03 OR EO1)IVJ 0 4" O.G. AT PANEL E06E5 4 0 4" O.G. IN FIELD. FASTEN SHEATHING TO GABLE END 4 DRAG TRU55E5 w/ RING SHANK NAILS 0 3" O.G. N.N.OJ. PROVIDE BLOGKIN6 ALONG PANEL EDGES AT FIRST 2 TRU55 BAYS FROM GABLE END. PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED E06E5. • ROOF SHEATHING FOR MAIN ROOF TRUE SHALL EXTEND GONTINJQU5LY UNDER ALL OVERFRAMI%. • TRU56 ALL LARGE VALLEY 5ET5. FASTLN EACH END TO TRU% BELOW w/ U5P MTN12 AND (2) Yx0.131' TOENAILS TO EACH TRU55 EETPEEN. FOR SMALL OR IRRE6ULAR AREAS OF OVERFRAMING, PROVIDE 2x4 (MIN) RAFTER OVERFRAMIN5 0 24' O.G. FA5TENED TO TR.1% BELOW w/ U5P MTH12 4 (2) 3"x0.131" TOENAILS EA. END (MAX. 4' LENGTH BETHEN SUPPORT POINTS) • ALL METAL KWER5 SHALL BE 5PEGIFIEO BY TIE TW1°E- MANUFACTURER, UNL.E59 OTHERWISE NOTED. • ROOF TRIU55 SHOP DWG5. 5HALL BE SUBMITTED TO ARGH 4 END. FOR REVIEN AND APPROVAL PRIOR TO FABRIGATIOtI OP DELIVERY. • SUPPORT PORCH 4 SHORT 5PAN ROOF TR 661 5 w/ 2x4 LEDGER FA5TTl1VED TO FRAMING w/(2) 3"x0.131' NAILS 0 IV O.G. 0) 3"x(1,131' NAILS 0 24" OL) W -M- Mc. r - L.0 l•. -I 11b Ri .. C11i 1.. rr .�: - .•.A,L. 12• • I. .• �4f1 I1: 1:. rr • Grr A.I�! Ipr 1. [<..,-L..: Ii 1. 1:. rr Window 4 Door Allowable Wind Pre55ure5 UP TO 160 MPH Wind Zone Exp G, Ri5k Gat 11, EnGlo5ed 0.18 Internal Pre55ure Goeff. OPENING 51a INTERIOR ZONES END ZONE5 3'-0,, X b'-8" DOOR AI +35.b P5F/-38.8 P5F ®+35b P5F/-4b5 P5F 2I-OIL X 3'-0II INNDH BI +31.3 P5F/-405 P5F B2 +3-13 PSI PSI 3-0 X 5-04'41,IDW @ +365 PSF/-3gb P5F G2 +3b5 P5F/-482 P5F 8'-0" X 1'-0" DOOR DI +332 P5F/-3b.3 P5F D2 +332 PSF/-41.1 P5F I6-0" X 1r-O" DOOR @ +313 P5F/-34.8 PSI 0+31.1 P5F/-38.b P5F 6-0" X 6 4 5.6 D. FI +342 P5F/-31.1 P5F 1@+342 P5F/-43,2 P5F m End Zone Is defined as the smaller of 1096 of least horiz. dim. or 40% of mean rod height, but not less than 4% of least horiz. dim. or 3 ft. NOTE: Pressures charted here are allowable pressures w/ a max. mean roof height of 25ft. Values are permitted to be converted per ASGE 1-16 section 2.4.1 to get on equivalent ultimate load pressure. Divide allowable pressures 4 a factor of 0.6 to obtain ultimate pressures. &ENER L STRUCTURAL NOTES • DESIGN 15 BASED ON: 1th EDITION (2020) FLORID BUILDING CODE. • HOOD FRAME EW91NEERING 15 BASED ON NOS, "NATIONAL M516N SPECIFICATION FOR WOOD CONSTRUCTION" - LATEST EDITION. • DE516N LOADS: ROOF DEAD = 1 P5F T.G., 10 P5F B.G. LIVE = 20 P5F LOAD DURATION FACTOR = 125 FLOOR LIVE = 40 P5F (30 P5F o 5LEEPIN6 AREA5) DEAD = 10 P5F (I-JO15T5 4 50LID SAW (20 P5F 0 TILE) LATERAL (SEE NOTE5) 5EI5MIG (5EE NOTE5) 501L SEE FOUNDATION NOTES (BUILDER TO VERIFY) GENERAL FRAMING • ALL TYP. NAIL FASTENER REQUIREMIENT5 ARE NOTED IN STANDARD CONNECTIONS TABLE (IRG TABLE R602.3()) OR ON PLANS. ALL NAILS SPECIFIED ARE MIN DIAMETER AND LENGTH REQUIRED FOR CONNECTION. ALL HANGER NAILS SHALL BE INSTALLED PER MANUFAGTURER'5 REQUIREMENTS FOR MAX CHARTED CAPACITY. NOTE: HANGER5 USE COMMON NAIL I1AMETER5 NOT TYPICAL_ FRAMING GUN NAILS. • EXT. 4 INT. BR6 NALL5 SHALL BE 2x4 (UNLESS NOTED OTHERN15E ON PLAN) o 1611 O.G. 5PF OR 5YP #2 GRADE LUMBER, OR BETTER, U.N.O. WALLS OVER q' TALL SHALL BE PER PLAN • ALL HEADERS, BEAM5 4 OTHER 5TRUGTURAL MEt4BER5 SHALL BE SPRUCE -PINE -FIR #2 (5PF) OR SOUTHERN (PINE #2 (5YP) LUMID OR LH_'TTER (KILN -DRIED). ALL HEADER5 HAVE BEEN DE516NED BASED ON CAL014 ATED LOADS 4 51ZED ACCORDINGLY. CODE TABLES HAVE NOT BEEN USED. • ALL NON -BEARING INTERIOR 51,1,0 WALLS SHALL BE CONSTRUCTED WITH 2x '5TUD' 6RADE MEMBERS SPACED o 24" O.G. (MAX., U.N.0) • HEADERS IN NON -LOAD @FARING WALLS SHALL BE: (1)2x4/6 FLAT 0 OPENIN65 UP TO 4', (Z)2x4/6 FLAT UP TO 81. • ALL FRAMING LUMBER SHALL BE DRIED TO 15% MG (K0-15). • ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOHING: • 'L5L' - Fb=2325 psi; iI psl; E=155AO.6 psf • 'LVL' - Fb=2600 psi; Fv: 285 psf; E=2.OXIOA6 psf • FOR 2 4 3 PLY BEAMS OF EQUAL- WIDTH, FASTEN PLIES TOGETHER WITH 3 ROH5 OF 3"x0.120" NAILS 0 8" O/G OR 2 ROHS)44'x3%" U5P HOOD 511(OR 5162" TRU55LOK 51 o 1611 0/6. USE A MINIMUM OF 3 ROH5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FASTENING AT BOTH Ff.:r_-5 FOR 3-PLY CONDITION. LOCATE TOP 4 BOTTOM NAIL5/SGRE?I5 2" FROM EDGE. SOLID 3Y2" OR 5Ya" BEAMS ARE ACCEPTABLE. USE 2 ROH5 OF NAILS FOR 2xb 4 2x8 MEMBERS. • FOR 4 PLY BEAM5 OF EQUAL WIDTH,, FASTEN PLIES TOGETHER WITH 3 IROWS OF V4"xb" LISP HOOD 5GREW5 (OR 6 %1" TRU55LOK SGRE115) o lb" O/G. USE A MINIMUM OF 4 ROH5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FASTENING AT BOTH FACES (ONE SIDE ONLY FOR TRU55LOK 5GREN5). LOCATE TOP AND BOTTOM 5GREH5 2" FROM E06E. A 50LID 1" BEAM 15 ACCEPTABLE. • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD 4 (1)2x KING STUD, MINIMUM. - THE NUMBER OF 5TU05 5PEGIFIED AT A SUPPORT INDIGATE5 THE NUMBER OF JACK 5TUD5 REQUIRED, U.N O.. • FOR STUD P05T 6ROUP5 SPECIFIED ON PLANS AS (4), (5) OR (6), FASTEN PLY5 w/(20' 0.131" NAILS o b" O.G. OR 03"x0.120' NAILS 0 4" O.G. (ALL PLY5, FULL HT. OF POST) • PROVIDE 50LID BLOCKING IN FLOOR SYSTEM UNDER ALL P05T5 CONTINUOUS TO FNPA3EARIN6. BLOCKING TO MATCH P05T ABOVE. FASTEN 2x HOOD PLATES TO TOP FLANGE OF STEEL BEAMS WITH P.A.F.'s (HILTI' X-CF PIN5 OR EQUAL) o 16" O.G. STAGGERED, OR 1/2" PIA. BOLTS o 48" O.G. 5TA66ERED. • ALL EXTERIOR 4x4 HOOD P05T5 SHALL HAVE U5P CA-4 GAP 4 PA44E BASE, U.N.O. rx - sir. 201`7 CONNECTION SPECIFICATIONS (TYF. U.N.OJ DESCRIPTION OF BLD6. ELEMENT 3"x0.131" NAILS 3"4.120" NAILS J015T TO 50LE PLATE 0) TOENAILS (3) TOENAIL5* 50LE PLATE TO J015T/BLK6. NAILS o 4" oc. NAILS o 4" oc. STUD TO 50LE PLATE 2 TOENAIL5 (3) TOENAIL5* TOP OR SOLE PLATE TO 5TLv 2 NAILS 32 NAIL5 RIM TO TOP PLATE TOENAILS 0 8" o.c. TOENAILS o b" o.c.* BLK'G. BTWN. J015T5 TO TOP PL, 3 TOENAILS (3) TOENAILS* DOUBLE STUD NAILS o 24" of,. NAILS o I6" ou. DOUBLE TOP PLATE NAILS 0 24" oc. NAILS a II DOUBLE TOP PLATE LAP SPLICE q NAILS IN LAPPED AREA II NAI 5 IN LAPPED AREA TOINTER5EGTIN6 WALLS P PLATE LAP o CORNER5 4 (2) NAILS (2) NAILS * 2Y2"x0.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"x0.120", 5AME 51FAGIN5 OR NUMBER OF NAIL,;, (ONLY ACCEPTABLE WHERE * ARE SHOWN) seal: FM it 4 2021 , . ���GENS�• No 77824 �S STATE OF u: © .py,,ght: �dg11EA� s KULP Structural Engineering, Inc. M&K project number: 1 95-2 1 006 projectmgr: JSB drawn by, MJT issuedate: 02-02-2 j REVISIONS: date: initial: Z 0 � U L Q LJ Z0 ,--J0 A< 0) �a ®d LOdLL. Ld :D wx (n Moo LL sheet: S060 m seal: 2©2i II GMU 5LOCK FOUNPATION PLAN _ I _0 (II X I SHEET SIZE) ELEVATION B -I O (22 x34 SHEET SIZE) MAWNRY LINTEL PETAILS REINFORGEM8IT MARK DE516NARM TOP BOTTOM S M REINFORCEMENT MB-1 8F8-MOT — -- MB-2 8F8-IB/OT p) MB 3 8FI6-(BAIT (U M5 0)*5 MB-4 8FI6-�T (U 45 `�TIGAL TIES o 4'oL. w/ IBO DEGREE HOOK T45 APL� MfVU LINTEL FAGT2035 ARE: GA5T-GRETE E GUALITY PREGA5T Go. NOTES: I. ALL LINTEL5 w/ 5PAN5 GREATER THAN 14'-0' SHALL BE PREHRE55M. 2. 5FIORE PILLED LINTEL5 A5 REGURIED. 3. ALL LINTEL5 SHALL HAVE 4" MINIMUM BEARING U.N.O.4. DO NOT GUT OR MODIFY PRESTRESSED LINTEL5. 5. ALL REINFORGENENT SHALL BE 6RADE 60, N=60 ks,l b. ALt. LINTEL5 51PEGIFIED ON PLAN ARE MINIMUM SIZE REWIRED BY DESIGN. 6ENERAL STRUCTURAL N011E5 FOUNDATION • DESIGN 15 BASED ON lth EDITION (2020) FLORIDA BUILDING CODE. • FOOTIN6 DESIGN - THESE FOOTINGS HAVE E3 EN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARING CAPACITY OF 1,5G'O P5F. THESE FOUNDATION DESIGNS ARE AL50 ADEQUATE FOR ALLOWABLE 501L BEARING GAPAGITIE5 GREATER THAN THE 1500 P5F MIN. REGUIRED. (I.E. IF 2000 P5F 501L 15 PRESENT, THESE FOUNDATION DE516N5 ARE STILL ADEQUATE. • FASTEN SILL PLATES TO FOUNDATION WALL°1 WITH 1/2" VIA. ANCHOR BOLTS 0 4'-0" o.G. W 7" MIN. EMBEDMENT INTO CONC. OR U5P FA3-TZ (GONG FND) / 5T2-TZ (GMU FND ' STRAPS K/SPAGING PER MANUF. PROVIDE A MINIMUM OF 2 ANGI.OR5 PER PLATE, IT MAXIMUM FROM PLATE EEN05 (SEE FND DETAIL5). • ALL LUMBER EXP05ED TO Vf-ATHE:R OR IN GC)NTAGT W/ CONCRETE OR MASONRY FOUNDATION SHALL BE PRE5ERVAi"IVE 1REATED SOUTHERN PINE #2. • BUILDER TO VERIFY CORRO510N-RE515TANGI= COMPATIBILITY OF HARDWARE f FASTENERS IN CONTACT W PRSERVATIVE-TREATED WOO. CONTACT LUMBER S HARDWARE SUPPLIERS TO ,.00RD. • GONGRETE DE51614 BASED ON AGI 515. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM COMPRESSIVE 5TRE`.46TH5 IN 28 DAYS, U.N.O.: Pc = 2,500 p51:....... FOOTIN55 2,500 psl:....... SLABS ON GRADE (INTERIOR s EXTERIOR) Fy = 60,000 psl ...... REBAR • ALL CONCRETE EXPOSED TO THE WEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN l% AIR (ENTRAINMENT. • ALL FOOTINGS SHALL BEAR AT LEAST 12" BELOW FINI42H GRADE. • FOOTIN655 AND 5LAB5 ON GRAG`L SHALL BEAR ON VIR61N 501L OR q5% COMPACTED FILL. • PROVIDE CONTROL JOINTS AT ALL IN51DE &,)RNER5 OF 5LA13 E'D5E5, ,AND OTHER LOCATIONS WHERE SLAB CRACKS ARE LIKELY rO DEVELOP. (10'-0" O.G. RECOMMENDED, I5'-0" MAX) • MINIMUM LAP SPLICES ON ALL REINFORCEMENT SHALL BE 48 BAR VIA. • EIOOK5 WALL BE PROVIDED AT 015GONTINUOU5 END OF REINF. • GROUT SHALL BE A5TM G416 F'G=3000 P51 W MAX %" AGGREGATE • CONCRETE MASONRY UNITS SHALL BE A5TM GAO WITH A MINIMUM COMPRESSIVE 5TREN6TH OF Ig00 P51 (FM = 1500 P51). ALL MORTAR SHALL E3E A5TM 6270, TYPE 5. CMU DE516N BASED ON AGI 530/530.1 •ID REINFORCED GMU GORES (AS INDICATED ON FLAW SHALL BE REINFORCED W (1) #5 BAR VERTIGAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP l^IALL AND SHALL ALIGN WITH FOOTING DOWEL BELOW. PROVIDE MIN 50" LAP SPLICE WITH FOOTING DOWEL. • GROUT SOLID ALL REINFORCED GMU CELLS A.ND BOND BEAMS • ALL BOND BEAMS ARE TO BE CONTINUOUS RILL LENGTH OF WALL • PROVIDE (1) #5 BAR GROUTED 50LID ON EACH 51DE OF ALL MASONRY OPENINGS AND AT ALL WALL CORNERS. • VERTICAL REINFORCEMENT SHALL BE HELD I14 PLACE AT THE TOP AND BOTTOM, SHALL BE LOCATED IN THE CENTER OF THE MA50NRY CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 8'-0" O.G. IN EXTERIOR WALL5. (A5 5HOWN ON PLANS) • ROUGH OPENINGS ARE NOT SPECIFIED ON BLOCK PLAN - SEE ARCHITECTURAL PLANS. • ARCHITECT/BUILDER TO REVIEN 4 VERIFY ALL BLOCK PLAN DIMENSIONS PRIOR TO GON5TRUGTION. No v's * 9 i STATE OF n .04U :O� :.,� . e v_ D Inc. CL z z Jw W z z W d J Q � s E Q H i. U � Q UJ J m A` a ,- .J =c o$ o �pp W o CN M&K project number: 195-2 1 006 projectmgr: JSB drawn by: MJT issuedate, 02-02-2 1 REVISIONS: date: nilial: D R a, N<>; CO PL If �-� LUCIE COUi OCC Q J w Q Z 0 �- Z �a LL ®co ALL, rrnn 4 �1J h1 ® w a, LLI M ,.J o n MooL sheet: RIGHT HAND Is I r I 1= Gd r r I 0 i CV �z O SOP FINnA M I NG PLAN FOR CORNER CONDITION ELEVATION B I II / � • LI •. MMIRAINW.0%.41 a I L4rr Mill I:. rr "M6 J4,; 1•Lw a:. 1P :M" I;J 14 1lu. I:rr CONNECTION SPECIFICATIONS (TYP. U.N.O.) C.ONNEGTION TYPE CONNECTOR UPLIFT GAP. FA5TENIN6 TRU% TO OBL TOP PLATE OR BM. U5P RTlbA (N z'X0.148' TO TRU55, (6) YX0.148' TO PLATE 61ROER TR. TO P05T (51PAN S20') 9P TPTW20 -114,W— (20) "X0.148" GIRDER TR. `i P05T 5PAN >20' 2 U5P HTY120 2290 20 "X0.146" FLU5H BM. TO P05T U5P fITVI2 114(M (20) 3'X0.148' VALLEY TRU-55 TO BA5E TR 82(}# 14 X0.148 - `1ERF U5P MM12 72-5 14 z X0.148 =,7r— TO TOP OR 50IE PLATE 07 RnA-70.131, ROOF TRU5u TO GMU I U5P HTAI6 1810# (v z X0.148' ROOF GIR' 'TR OR ROOF FLU5H BM. TO MU UW 1 frAlb 1610# (rU i X0.148' HOLD-DOINN SCHEDULE 5YMBOL I 5PEGIFIGATION HD-1 ZIP H1745 HOEDOWN* FASTEN BUILT-UP P05T5 SUPPORTING ROOF G.T. TO GMU WALL W (1) U51P ® 5T-I M5TGM40 5TRAP W (I4),V4" DIA x 2Y4° LONG TAPGON5 INTO GMU. NSE ONE 5TRAP TOTAL. PER BUILT-UP P05T, U.N.0) *ALTERNATIVE TO 5TBI6 ANCHOR BOLT 5PEGIFIGATION: ANCHOR HOLDOWN UTILIZING THREADED ROD (REFER TO U51P 5PEGIFIGATION FOR ANCHOR DIAMETER). EPDXY-5ET INTO CONCRETE FOUNDATION W/ U51P GIA-GEL 1000 EPDXY 5Y5TEM PER MANUR REGOMMENDATION5. PROVIDE 9" MIN. EMBEDMENT INTO CONCRETE. DO NOT LOCATE EPDXY-5ET ANGHOR5 WITHIN I %" OF FACE ON GONGRETE FOUNDATION WALL LEGEND • ® INTERIOR BEARING WALL • — — _ BEARING WAIL ABOVE • — • • — BEAM / HEADER • 7.7:7'7:7 EXTENT OF OVERFRAMING • J L METAL HANGER • o INDIGATE5 SHEARPIALL • 1!�- INDIGATE5 HOEDOWN REFER • 9 • FOR TYPICAL STRUC71hOL NOTES seal: FEB i ' 0- G. Fn: tff No 778¢4 STATE'Of- "oPyrlgl�s Oyu YSNraa�t� Astructural Engineering, Inc. lwvld � Z .J w w Z \/ V` Z Q w a J � Q Z U v � R rn �i � 5 1--�_ N f/] � .i ~ Q Z y mL6 W �a low M&K project number: 195-21006 project mgr: J S B drawn by: MJT issue date: 02-02-2 1 REVISIONS: date: initial: I. IL 2 U 0 �i J W 2 Q d ® Qp �i } ® (Yi V Z r d LL J LL I � r-- M a LLI I Q j �L , O LL sheet: RIGHT HAND "t 0 I ,v MAX. / HEEL HT, 8' GMU BOND BEAM W/ (1) #5 CONT. 8" REINF. GMU WALL- -5EE PLAN FOR VERT. 4 HORZ. REINF. SPECS PROVIDE SOLID SHIM BETW'N TRU55 4 CONNECTOR IF TRU55 LOCATED LE55 THAN 02 ' FROM CONNECTOR WHERE TRIPS 15 GREATER THAN 1)&' FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL F. SEE UPLIFT CONNECTOR SCHEDULE ON PLANS FOR GONNEGTOR SPECIFICATIONS PROVIDE MOISTURE BARRIER PLATE IUSPNOPI OR 5K a EACH TRU55. VERT WALL REINF. TO EXTEND INTO BOND BEAM TYPICAL SHEAR D �TRANSFER DETAIL ® ROOF eats" IV4%IW ® BOND-BEAM• -tNEO& s® BUCK 5PEGIFIED BY WINDOW/DOOR MANUFACTURER 2 50TI YLl 2x4 CATS a I6"o.c. — FASTENED TO GABLE END TRU55 w/ (2)3"X0.131" TOENAILS. • : it - �;: r' C • ;r L15P %AMID CLIP a 36'o c. EXTERIOR 5HEATHIN6 EDGE NAILING - 2Ys"x0.131 NAILS a 6'o.c. PROVIDE M015TURE —� BARRIER PLATE BELOW WOOD MEMBERS ON 0M0 (LISP NOPI OR 51M) 8' GMU BOND BEAM w/ (1) #5 BAR GONT. 8' REIN. GMU WALL -5E E PLAN FOR VERT. 4 HORZ. REIN. SPECS 1. 2X PT BU6K5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW, FASTEN BUCK TO MA50NRY IN 0) ROW OF 3iiG'x4' TAPGON5 6' FROM ENDS AND I6" O.G. MAX. TAPCONS TO BE 421 MIN. FROM EDGE OF BUCK. 2. BUCKS LESS THAN 2X TO BE FASTENED W/ CUT NAILS OR EQUIVALENT. STRUCTURAL GONNEGTION OF WINDOW TO STRUCTURE BY OTHERS IN T141s CASE. 3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2X BUCKED OPENING, USE (3) ROWS OF 3'xO.131" NAILS 5TA66ERED o 12' O.G. o EA. SUCCESSIVE BUCK. 4. MIXING OF IX AND 2X BUCKS SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REQOIRET�IENT5 (FASTENIN(7) ARE MET. 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X PUCK W/ (2) ROWS OF 2-/z'xO.131" NAILS a 16' O.G. FASTEN WINDOW TO 2X PER WINDOW MANUFAGIURER5 5PEG5. 6. FASTENING SPECIFICATIONS ARE MINIMUMS. ANY FASTENING REQUIREMENTS PROVIDED Br THE MANUFACTURER WHICH ARE 6RE ATE'.R THAN THOSE SPECIFIED SHALL 5UPER5EDE TH05E OF NOTES 1-5. AIL FASTEN SHEATHING TO 2x4 BLOCKING w/ 2 s/a z0.113" RING SHANK NAILS a 6'or.. I —ROOF SHT6 SHALL BE GONT. 24' MIN 2x4 BRACE W/2x4 T-BRAGE, SPACED a 4'-0" O.G. MAX. FASTEN 2x4 TO 'T' w/ 3Y, z0.131" NAILS o 12' O.G. ►•1l1 r 2x4 BLOGKING w/ (3)3 NxO.131" TOENAILS EACH END (4) 3 1/4"x0 NAILS PROVIDE 2x4 BLOGKIN6 a 48" O.G. IN FIRST (3) BAYS OF ROOF TRUSSES -GUT TO FIT T16HT BETN✓EE:N TRU55 BOTTOM CHORDS FASTEN DRYWALL TO BLOGKING w/5GRE05 /NAIL5 a 6" O.G. 2x8xl2' P.T. CL OF OPENING CENTER E?IX,K�I • • )&' VIA. J-BOLT" (SEE BELONG 2X4 P.T. TOP BUCK • 2X8 P.T. BUGK EACH 51DE OF OPENING • PROVIDE (5)14° DIA. J-BOLT* W/ 5J4' EMBEDMENT AT EACH DOOR BRACKET, EACH SIDE OF DOOR. PROVIDE (1)YQ° x u~i to THICK WASHER W/ EACH ANCHOR (15T BOLT TO BE 8' MAX ABV. CURB REST EQUALLY SPACED APPROXIMATELY 24" O.C) " PROVIDE)' DIA. x 8' LONG USP 5GREWBOLT OR APPROVED EQUAL IN PLACE OF J-BOLT IF M155ED VURIN6 GON5TRUCTION (1) #5 IN BOND 13EAM ------------- I N #5 BAR IN PREGA51 LINTEL I (2) #5's VERTICAL IN GROUT FILLED GELL. IN WAL.l5 GREATER THAN 30" WIDE, ONLY 0) #5 15 REQUIRED (I) #5 VERTICAL IN GROUT FILLED CELL (IF REQ'D PER PLAN) E NTIRE GOLUMN TO I BE GROUT FILLED PROVIDE # OF DOWEL5 a SLAB TO FIN. FL. MATCH VERT. BARS w/ 30' MIN LAP SPLICE NOTE: ALL HOOKS AND SPLICES TO BE CONSTRUCTED AND SIZED PER NOTES SARME DOOR PERT. REINFORGINIS DETAIL A M " SEE DETAIL I FOR ADDITIONAL CONNECTION INFO NOT SHOWN HERE -FASTEN EA. ROOF TRU55 TO GMU w/ U5P HTWM16 TWIST STRAP. FASTEN STRAP TO GMU w/ (4) YV VIA. x 2Y4' LONG POWERBOLT 5GREW5 PROVIDE M015TURE BARRIER PLATE W-P NOPI OR SIM) a EACH TRU55. PROVIDE 2x FLAT BLOCKING FIT TIGHT TO ROOF TR055B a EVERY OTHER BAY FASTENED TO GMU w/ (5) J;' DIA. x 3Y2' LONG TAPGON5. FASTEN BLOCKING TO ROOF TRUSSES w/ (2) 3,V4 xo.131" NAILS o EA. FND. CG-RRETROFIT DETAIL MITRE PRECAST GONISfETE LINTELS TO SHARE BEARING ON 81xB° GM) C.OLll , BLOWN INSULATION PER ARCH F15ER6LA55 5HINGL.E5 OR TILE ROOF PER ARCH APA RATED \ STRUCTURAL 5HEATHIN6 -SEE NOTES Zx FASCIA w/ COIL WZ4P -PER ARCH VENTILATED VINYL SOFFIT MY GETENTiTIGIJ!2 FIN15H PER FBGr<: 103.1.2 PER 2020 FBG, 1TH ED. R-103.12.1: SOFFITS AND THEIR ATTACHMENTS SHALL BE CAPABLE OF RE515TIN5 WIND LOADS SPECIFIED IN TABLES R301.2(2) AND R301.2% FOR WALLS U5I145 AN EFFECTIVE WIND AREA OF IO SQUARE FEET. seal: No 77824 rk i * ; STATE OF ♦ii♦ S . O R 10 P Ca��.` a'T © c"Pyakk u LP Structural Enfteering, Inc, CLCD z JF= w = Z U Ilecv W O( Q ui Z= �M F- �, U �h � CA Y UJ G0 RP114ATE: 5OFF'IT OVERHANGS WITH N ARCH AND TRU55 MAN IJF. DRAWINGS T. G r E REFER TO &I'LO FOR ADO'L 5TRUGT. INORMATI914 GEILIN6 BOARD -PEk ARCH IN5UL-ATION PER ARCH -5EF ENERGY GALLS 8" 6MU BLOCK 1/2" t T2YWALL -PEP ARCH r Ix2 P.T. FIR STRIP o +Ill 'IIIX4 P.T. BA —SE NAILER J REFER To FOUNDATION r r ♦ !s" e GLEAN-J ' II1.-1I' �—MONOLITHIC FOWATION COMPACTED ' 0' 1 V (2) #5 HORIZ CONT. ON I FILL a q% MIN• CHAIRS (3' MIN. COVER) STANDARD DENSITY IGAL I-STO Y' L SECTION 8 scALe: N.r.s. AlFOIra uPLb4NCE' COUNTY OCC GROUT 50LID :r BEAM K/ -Z GONNEGT END OF CONNECT ENDS MASONRY LINTEL To r r • • • - 2 ! • :: ♦♦ __ STANDARD HOOK BENT DONEL REINIF MASONRY LINTEL/ BEAM MB-2 PRECAST LINTEL .� SEE PLAN FOR -SEE RAN ;PECIFIGATI!� r . O♦ _ • • I I►•�-ANISLE ♦LIWEL 4'I GUT AS SHOM ON PLAN VIEN #5 BENT POPEL l i�i W STANDARD HOOK CONNECT EN05 OF MITRED MASONRY LINTELS w/ (1) #5 BENT DokfL PORCH CM J CORNER G®LUMN OPTA I I OW1116e+ nro Jz LLJ h M W cI N AW as M&K project number: 1 95.21006 project mgr: ,JSB drawn by: M,JT issue date: 02-02-21 REVISIONS: date: initial: IL 2 LIJ /�J `� *^ -- J O 1LJ Z Q I�H ®LID W T- C) p ¢ I-" LO d LL, Eli �J.I t� I Ld (i F" 0 0) CL r v f 0 M 0 �' UL, sheet: S®I oO C BLOCK TY`P. 5LA5 ON r 64 5 1/2" GONG. (1) #5 FROM FT5 ::::::: M, r� II(OR FIBER ME5H TO BONO BEAM SPLICE TO BE MIN' ILO ON (9 MIL VAPOR s' 6ROUT CELL :iSOLID.��h BARRIER r � e � II ll III III=1 6RADe •�. I L1 Lj III T ,1 I I I 1=1 11 I I I I T[[ Lff TiT I. ,: I —III I —III- 4 II li—I I I I1 • I I1= T- - I—III—III1I— GLEAN—� —1 COMPACTED I'-0' FILL O CIA MIN. STANDARD DENSITY WHERE 2ND STORY OGCUR5 FT6. %ALL BE I'-4' WIDE W (2) #5 BARS FOOTING SECTION K/ BL GARAGE INTERIOR 6ARA6E SLAB -5EE DTL I/ LO MONOLITHIC FOUNDATION W/ 5' GMU BLOCK 0) #5 FROM FT6. TO BOND BEAM. SPLICE TO BE MIN. 30" GROUT CELL SOLID CONCRETE LE06E CM BE REPLACED BY GMU BOTTOM COURSE GUT TO SLOPE OF 6ARA6E SLAB TYR GARAGE SLAB: 4" GONG. SLAB ON 4" MIN. GRANULAR FILL ON q5% COMPACTED PILLNIR6IN 501L • • _I —I � I LI 111(-1 I �:..• —III—III—� I I- IIIIIIIIII 11111- f'I .11�=J M. z :r ;p COMPACTED MONOLITHIC FOUNDATION CLEAN----' III _III-1 I' MONOLITHIC FOUNDATION kV (2) #5 HORIZ. GONT. ON CHAIRS 0' MIN. COVERT FILL 0 ED I'-0' W/ (2) #5 HORIZ. CONT. ON STANDARD MIN. CHAIRS I MIN. COvEFJ DENSITY WHERE 2ND STORY OGGIAZS FT6. 5HA I BE BARS X DETAIL 6ARAI CURB DETAIL (2) #5 HORIZ. GONT. ON CHAIRS 0' MIN. COVER) TYPICAL THICKENED SLAB ® INTERIOR 6ARA6E° WALL 0 II TYP. SILL PLATE SEE DTL I/FDI.O SLAB ON GRADE -5EE DTL I/_TvI.O PLAIN GONG. TTiIGIR'ED SLAB (SEE PLAN FOR SIZE) GENTER FT6. ON WALL ABOVE MONOLITHIC FOUNDATION W( (2) #5 HORIZ. CONT. ON CHAIRS 0' MIN. COVER) INTERIOR - E30TTOM r r ��. •i �r�r�i 2W, TYPICAL THICKENED SLAB ® INTERIOR BEARING K6LL SCALE: N.T.5. LETTERED DETAILS ARE TYPIGAL FOR TH15 HOME � 5HALL BE IMPLEMENTED IN ALL APPL I GABLE AREAS. THE5E DETAIL5 ARE NOT "GUT'' ON THE PLAN5. PLAIN GONG. THICKENED SLAB (SEE PLAN FOR SIZE) NUMBERED DETAILS ARE PLAN 5PEG I F I G AND ARE ONLY REGU I RED WHERE 5PEGIFIGALLY INDIGATED ("GUT") ON THE PLANS. 8" CMU BLOCK - 0) #5 FROM FTC. TO BOND - BEAM. SPLICE TO BE MIN. 30' 6ROUT CELL SOLID 4" CONC. 5LA13 ON 4' MIN, GRANULAR FILL ON q5% COMPACTED FILLMR6IN 501L JOINT 3 1/2" GONG. 5LAB w,l bxb NIIAAA WVJF (OR FIBER ME5H IL.O MF) ON b MIL VAPOR BARRIER ON 4" MIN. GRANULAR FILL ON q5% GOMPAGTED FILL/VIRGIN 501L •e > e l—I I III—III-1 I I j—III—III-1� COMPACTED FILL 0cFA STANDARD MIN. DENSITY WHERE 2ND STORY OC.C.URS FTC. SHALL BE I'-4° WIDE w/ (2) #5 BARS EXTERIOR L ® FORCH MONOLITHIC FOUNDATION W/ (2) #5 HORIZ. GONT. ON CHAIRS (3" MIN. C01/ER) TYP. EXT. WALL BEYOND —7— 7— _SEDTL 2/FDI.0 6ARA5E SLAB II LSEE DTL 2/FDI.O Ir--�1• ADE �71—LEI- 11 12 WIDE GONG. —I TRENCH FOOTING REINFORCEMENT 11-0-SEE DTL I/PDI O MIN. TYPICAL SLAB ON GRADE PERIMETER FOOTING @ GA 50ALE: GUT EVERY OTHER I' DEEP SAW GUT CONTROL JOINT WITHIN WIRE OF KKF. 0 24 HOURS OF POUR MID -WAY INTO SLAB CONTROL JOINT -LOCATE JOINT5 O SLAB CORNERS E OTHER AREAS WHERE CRACKS ARE LIKELY TO OCCUR 15' MAX BETWEEN SLAB ON GRADE -SEE FND. PLAN SCALE: LOCATE r 1O' TO IS' o.c. OR CORNERS WHERE CRACKS LIKELY TO DEVELOP GROUT LINTEL ASSEMBLY 50LID BOND BEAM W GONT. (1) #5 REBAR PREGAST LINTEL -SEE PLAN CONNECT EACH END OF MA50NRY LINTEL TO TOP OF PIER/ WALL W (1) #5 BENT DOWEL W 24' LEGS (1) #5 FROM FTC. TO BOND BEAM. SPLICE TO BE MIN. 30" 6ROVT CELL SOLID '�AE COUNTY ROCC VINYL SOFFIT (A5 CHOSEN 13Y BUILDER) .I SHALL. MEET R103.11.1 -INSTALL PER MANUF. SPECIFICATIONS REINF. GROUTED C U COLUMN W (1) #5 BAR kMJ. PORCH SLAB 3/FDIO iLE COPS PER PLAN E e lll—III—III I11=1 1 I 1=1If-----_III—III. A4 , .11111� III I ILA IL-P' GLEAN COMPACTED FILL 0----' I'`_ q5% STANDARD DENSITY MIN. TYPICAL FORCH COLUMN CONNECTION DETAIL SCALE: NONE MONOLITHIC FOUNDATION W/ (2) #5 'HORIZ.. CONT. ON CHAIR; 0' MIN. COVEFV SLAB ON GRAPE seal: � E R : 4 202 •` g G. P. s CE IV No;TeYI BTATE OF. © copyright: MULHERN &-KULR. Structural Engineering, Inc. co Z W W ZCD CJ z W 0. J fl] Q U - n cJ . Cr. Z3 tx k � r E 11 N 4i v Y� (n pj j � E a 9 JZ �� y _LU g y m W N �a MA project number: 195-21006 projectmgr: JSB drawn by, MJT issue date: 02 02-2 1 REVISIONS: date: initial: r!nn U) 0 1P W zQ �n �> (� y® I�1 0Kv�� � (." yVI iiiLL���JJ � LJ J �L -J rr a LI C0 UJ !� ® o ra� V) O I� sheet:.r 1 I s0