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Home My WebLink AboutPLANSPepin' deaen q z ONE , �A -- -- - ------- THE 'S/ANDS LAK��EVI EW FOUR �N "�`` ` (1425-23q-000I:OIO/5)ezisim v - bttlias�' z t'. g -_'rl aMVIEvq' ✓' lake 1 v -- - --- _�. _.. TWO PRPPOSED�; AA ADJUSTMENT _ THREE _ BUILDING J, PROJECT AREA =Coral eve 1r�erwoy PROJECT VICINITY/KEY MAPsec.25a25,twp34s.,rng 40e SITE ADDRESS 3201 N. A-1-A FT. PIERCE, FL 34949 �, /"N PROPOSED AMENDMENT STATEMENT iE TAX I. D. # 1425- 230-0001- 000/2. /� The proposed plan amendment is a minor revision to the previously approved Minor Adjustment to a Major Site Plan for The Sands -Lakeview per the 04/29196 approval letter. The current revision involves a minor increase to the werail footprint dimension, for subject Building #20. from 184.5 ft to 186.67 ft. overall. The reason for the minor 2'-3" increase is due to final interior unit designs/configuration and material specifications on construction plans per Architect to meet building codes. Minor adjustments to plan will not adversely affect overall site design as previously approved. There are no other proposed changes on plan. SITE DATA: 1.0 GENERAL STATEMENT: The-urppse of this Site Plan submittal is for a Minor Acjustment tc the building pad footprint and unit count for Budding #20 r-_vicusiy BUILDING SET -BACK "CALCULATIONS: p approved Building #20 was for a two story twelve unit irregular shaped LD (60 it x 200 ft overall) budding that involves an 8,840 sf footprint and A) Building to Building: D = ( L,, + Le+ 2(H,, + H,. )) 14 21 3! 5"stated tweet`_: four parking wages as depicted and approved .�n A = Bldg. #20, B = Bldg #18, Avg. HghL = 2S overall plan. J Proposed Budding D = [3(2'1- 64' + 2(22'+ 2z)] 14 o In #20 Is a two story nine unit budding pad envelope p = 94+ 88' / 4 a lolx ts6.roloverall-1l,ZL� sf�x). Each Lett will orcvide for a one D = 45. 5' car gunge with one open air parking space located directly in front of each unit. A reduction of the unnecessary parking spaces Is proposed B) Building to Property: D = [`P, + 2(H,)] /4 to mitigate for the minor increase in impervious areas associated with new footprint and driveways. Proposed footprint meets minimum D = [ I sy + 2 (2Z)] 14 set -back requirements (see plan) eE_FE2 -Ta �n•�-.� C�nn� �- L7 = 1'.fj +44' 14 -Srr -ct-rn.�T. D= 45.r5' (�\ 2.0 GENERAL UTILITY STATEMENT:r-�� / Proposed Budding #20 units will connect to existing water and sewer facilities located directly in front of building as installed with previous overall proiect area development. 10 Area fcr proposed Building 420 was previously cleared and illed with previous overall development. Therefore a vegetation removal permit and GENERAL UTiL1TY CONNECTION NOTES environmental Impact reper, will net be necessary for this rninci adjustment supmit. r2 '^ all utility work shall comply with requirements outlined in the ST. LUCIE ((] COUNT`! UTILITY SERVICES DEPARTMENT STANDARD .10 Based on proposed unit count reduction associated with proposed minor SPECIFICATIONS and STANDARD DETAILS MANUAL issued in O adjustment, a traffic impact report will net be necessary for this submittal. September 1.990'and subsequent applicable updates. 5.0 Proposed Building #20 will follow a p g approved drainage that 2.2 ::Ofer 'c specific stz;ndard 'retails ;n said n;-nual for water servica patterns connect to existing storm sewer system that discharges into existing --rirlprtions water meters sewer laterals and tvoical clean -out ryoe details. on -site stormwater pond. ^ 3.0 Existing conditions shown oil plan is ficrn St a°jailable data. ^.,..^,/ roc..., n.0 Landscaping adjacent to proposed building will be consistent with previously shall Held verify locations and elevations V1 all existing utilities prcr to `l U approved master landscape plan for overall development. commencement of construction and shall report any discrepancies to the O Design Engineer prior to starting of any work. J IN5TALL G"94" " Y" FOR SINGLE SVC\ (TYP) INSTAL. CLEAN OUT ON PIPE END INSTALL 120 LF -, C." PVC SAN. LAT. 0 1.0 +K PROr�OSED /0' � UT/L/T/E5 EASEMENT WILL BE FINALILEO PER F/NAL F/ELO LOCATIONS, PRDPB/R SKETCH AND LEGAL TO eE PROVIDED PRIOR TO C. D. FOR PER UT/L/ RECOyl-I I PURPOSEg T/E9 AGREEMENT-. M = 5. r-Tee..�•ew•raM.11�fo.+wmymrwr.¢'.a9w�c.n.� LEGEN[7 ,.. r�xlq : EXISTING ELEVATION : PROPOSED GRADE L.P. : LIGHT POLE F. N. : FtICE HYDRANT O :CONSTRUCTED PARKING SPACES II RHQUIREO PARKING SPACES 151 : BUILD/NG NUMBER LAKE A REA T �r N - > N N .r.�Q La 1 z W U l V Y LLJ <, H 4 01 �w �z J. HO e j z� Z�2 � W�J 0 u - T # > '. . iSUtli C6o0 Qd w. IN' 17 (CONSTRUCTS / 7 eo ' S j � sew ❑ 2 5TORIES 1 STORIES i 12 % 2 utilTs I I2 UNITS I < I [CONSTRUCTED) (CONSTRUCTED) 22 \ >S err / NEW BUILDING FOOTPR/AIT r 9 UNITS Zo' e"vF��T= 0 INLET 8'' RIM=5.59 OJ �� TOP=4.51 w loOx/S/,.rov'(MAX. ENVELOPE) ,\ ❑ sr 5 e ELIMINATE. \'I �,MneTeR PARKIOG -IB (3,Z40 5F) eP p NLEr ❑t-FM 10 N \ l h1-^ TFPjLRANS .O P� �/ INL 7 \\/AW5 a N C- TO Bc- _L1_. 7oP=4.2g \� - go RELOCA7ED . _c L-L1'.<'.L _. SO B•, I i ro :.. _ BY OTHEK9) PEP I _. _.. __ ' ' I ;eU n ZO Sc C V j�cW RIM. 5 S_ s 6100 24 w FIRE I .� SSMH N "YD. RIM . 6.50 INLET +I�OQ• 41500.-1 .. ti�� y 5x51 9r•3 Lr.1 ,. II 2 STORIE2 STORIES I IZ UIJITS • 12 UI\11TS i 3p' dill LP. STORM PIPE / ''-'--^I d•. �j� T ___ST=:-. STINLET it LET z // -- TPF-4 TOP-4.Sy O N O rDP•4.8'I El_IM(NATE - y °L•P PARKING - S (CONSTRUCY� A (54D SF) EO) �„ y,2y O� O (CONSTRUCTED) t3 ❑POOL 15 v SSMN *to Z STORIES 12 UNITS Q • 11 � 2 STORIES 16 Q Go' 12 UMITS Z oL.t: C-CATV PED:. fP{ L TRANS. 1 — '�'., J^.� a li I ill i ill liTlll it ll l,�Il lil I'll, �II�TIj 11111II111 i11 IT �lidill lli��lili ��i i-�lll lllll; lii��l�-I ITI I-�ii� IIT�Ii i 7 1_I li 11 LI 0 l (-i I_I 1-1 �1 1-1 h L=1 1� FJ i:1 I -I 1-1 l LI 1 LI 1] 1 r r 1 °Y" FOR DEL' - - I (' B.O. roll PVC. SAN. �{ _— _ I-1 _ i _ _ Iy - �� CONN. (TYP.) IN 0' WAT .11 SVwa -j LAT. a 1.D% ./ /' /� .\ o I_I ° ° 0 0 0 ° c, 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o a 0 0 0 0 0 ? J 3/4" AT.5VC FOR EN �.�. �'� Ex. G" Pvc INM —�— ° °n�cqs-.-r_� [U�--. r'_ ° 0 0 0 0 0 0 0 0 ° SCANNED ET i 3/4" TAP C Z" &irco p Svc. ? S�• Lucie COunty ES9UR C PROwDE 2" CORR $TOP i 5TUB OUT (IBV'$'4V KNOWN NTD TYR) RELOCATED O' UrfLITIE9 ESM', EX. LIGHT POLE g., SAN. 5ET-44 . CORM. COVE WATERWAY EX. SSMH �l�j _ 5�� REMOVE ,",STING 8" PLUG, E _0 1-r 8" 5 LAT REPEK TO 00CUMENTS AS PKEPAKE'0 ,3Y SPACECOAST /NSTALL 5"0. EXT W/ ILEA V u _ _ SURVEY/NG P0A BOUNDARY SURVEY 0 LEGAL OESCRIPT/ON P ON P/PE ENO ExTEND "PVC '� 09 � SAM LAT. As SI-IOWNCei-"0 y.^N _ TYPE /NFORMAT/ON ASSOCIATED W/ H PROPOSED PROJECT. WATER LINES UP TO METER AND BACK FLOW PROPOSED LITILITIE6 CONNECT/DV DETAIL PRE/7-ARY S TO B I ES APTEO TO NE LUCIE LEAl`TIES. fit- SANITARY SEWER LINES AFTER CONNECT/ON CLEAN -OUT " — SCALE - !'=2t7' $HALL REMAIN PRIVATE. 9 UAlITS I f rlEw FSL1rLDrNG T F007 PRINT PRRI OUS FOOTTPRINT J INSTALL G"-4" -Y'- FOR 5INGLE SVC. (TYP) INSTALL CLEAnI-OUT ON PIPE END, INSTALL G'I K 4" FOR OBL. CONRI. (TYP) 3 I SSMH BLD6 1 RIM S 7D �I -- MASTER In 9zMETER N ❑ +� I 1 25• E Z STORIES L.P ° 3 oL.r 2� i / !L 1 I2 UNITS FAUCET 03 F N V S r O 0 N �t m 0 I z r 0 a z V 0 z u_ i H (D "z. 0 _J w w o z c(il Cr w 0 0 m a a m U ❑M❑❑, O _J LIL 'Q Q Z Z _W W ' C) W O I/+ Q ale 9 w 0 Z Z^ .._ 0 V J Qa a U) Lu -� a o W U) W W > r Z O U Ld U J n w ¢ m v n m m r n,o N t Z I i m Z 7 LI_ o or m0 a � r= W U - W _Z z .M W r T 4 IL z u L m "1 a 0 o� o 0 ri f Mill 'ROJECT NO. MAR 131997 `;N" E I I OF f ' UNIT 5 MODEL D UNIT 6 UNIT 7 UNIT 8 UNIT 9 MODEL E I MODEL B I MODEL C MODEL F UNIT 1 MODEL A FRONT ELEVATION _-- 14"=1' . 0" UNIT 2 MODEL B UNIT 3 MODEL. C UNI I 4 MODEL B UNI 15 MODEL D INDEX SHEET #1 FRONT ELEVATIONS SHEET #2 REAR ELEVATIONS SHEET #3 SIDE ELEVATIONS SHEET #4 FOUNDATION UNITS 1-5 SHEET #5 FOUNDATION UNITS 6-9 SHEET #6 WALL SECTIONS SHEET #7 ENGINEERING NOTES SHEET #8 FIRST FLOOR PLAN UNITS 1-5 SHEET #9 SECOND FLOOR PLAN UNITS 1-5 SHEET #10 FIRST FLOOR PLAN UNITS 6-9 SHEET #11 SECOND FLOOR PLAN UNITS 6-9 SHEET #12 FIRST FLOOR ELECTRIC (TYPICAL) SHEET #13 SECOND FLOOR ELECTRIC (TYPICAL) SHEET #14 MECHANICAL (TYPICAL) UNIT 6 music-� L:. ST. LUCIE COUN 'Y BUILDING DIVISI N RE ED FOR COMP N REVIEWED BY - DATE DATE 7, PLANS AND P RMI MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE REVISIONS O � N � V _Z 0 J � co U � Z Z O W Q Q m J a m m Cu W m o m c , Zyou noc Q m ma W a � 10 ^ 0- � N BE n0 E v V J W m L � +� Q L O m cn . m N m Q Z� a � o /A c Z O no m I— a- m k CU N n � O m O Y 0 o Y U z � Z N m Y DATE: 9-18-96 DRAWN BY: BARBARA SHEET NUMBER I OF i 1 —/L- ---- - - - - - - - - ---- - - - - ---- - - - - - - - - - - - - - II I I I I I I I'I I I I I I I STUCCO CONTROL JI I- - 1 11 ILJ— - --- - --- 1 I 1 - - --- - — - - -lit - — - -I —- - -- - 1 I I - -- - ---_ - - - --- - ----- - -- 1 I LL14 1 II I'1 --- -� (- UNIT 9 UNIT 8 UNIT 7 UNIT 6 UNIT 5' MODEL F MODEL C I MODEL B I MODEL E I MODEL D 1 ( I III I 1 I I 1 III I 1 I I I 11 I I 1 I I I I I�I 1- - - - - - - - - - -1 --------------- UNIT 6 UNIT 5 1 MODEL E MODEL D REAR ELEVATION1/4'=1' - 0" UNI 1 4 MODEL B — — — —I— — — — — — — — — f — — — — — UNI I J MODEL C UNIT 2 MODEL B UNIT 1 MODEL A REVISIONS N a Z_ U o a J D m 0_ Q U � Z Z O Z a m IL m N Wm ■ 1O � LL w I Z ' m mom a o Q rn W ' m a A n o_ C E V J W ■ Y � 3 L 0 Z m m m 0 Lo � m N Um m Q Z� O iL n: w � U 0 0 Z n0 mo Ln v m # N LL to V Y 0 0 Y 0 Y D � ta UZ Q N m i DATE: 9-18-96 DRAWN BY: BARBARA SHEET NUMBER OF 0 / I I I i i I — I ram-- STUCCO CONTROL JO[N - - - - - - - -I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I I I I I I I I STUCCO L ft--- — - — - — - I — - — - -- - -- - — - — — - - SSE ELEVATION UNIT 9 1/4'=1' - O" I I I L — I I I�+-- STUCCO CONTROL JOINT I I I I I I I I I I I I I _ STUCCO: I I SIDE ELEVATION_UNIT 1 REVISIONS N a Z_ V � d J � D a m C.) U) Z Z Z Q m a m N m Li • `O a ^ (L LL w i H v Q Zfl O 0 m Q �rnW � m d m n o _ W M [C n E v J ' W m L �+ • U 3 Q L 0 � Z LF 0 m 0 • U(U In m 0 m Z2 Q v o a w c v z 0 0 n o Q L �o too ' m m m f LL N Q � n Y 0 Y � � U z Z Lo la m Y N DATE: 9-1B-96 DRAWN BY: BARBARA SHEET NUMBER 1) OF 14 m 21'-0' 20'-B' 201-8' 20'-8' 20'-B' 13'-0' 8'-0' B'-0' _ 12'-B' — _ 12'-80 81-0' —_ 8'-0' 12'-8' 12'-8' p I 7'-4' 6-4' B'-4' 8'-4' 6-4' 7'-0' op I I ap T-0' 5'-4' 8'-4' 8'-4' 6-4' 7'-0' _ °P � 7'-0 "v "v 5' 4 8'-4 N ul 45° i/ I 1 45 II I I 45° 1 45 450 \ I I I I , I I � I I I 1 V-6' 1 m 10-4' I 1 21'-4' 1 20'-0 , 1 21I-4' 1 2-2'-0' i I I 2'-0' 1 I 2'-0' , 1 i 2'-0' ZP ._ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _I_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ N I 1 • • • r -- 3" DEEP SAW I CONTROL JOINT UT ON DAY OF POUR I �-- 3" DEEP CONTROL JOINT I I I SAW CUT ON DAY OF POUR + ram— 3" DEEP CONTROL JOINT SAW CUT ON DAY OF POUR ram— 3" DEEP CONTROL JOINT I I I SAW CUT ON DAY OF POUR — I ram— 3" DEEP CONTROL JOINT I SAW CUT ON DAY OF POUR 2'-0' I I I • � 1 I , , I I • I I 1 1 I 1 I I I , I 1 I � I � 1 4' � I I , 1 ~? I 1 t I t I Ty Ty I 1 I Tn •tPRIVACY N\3 WALL12"X16" FOOTING 30 ° / 30 30° 30W/2 #5 CONT.> I �- I, �___________-_____ I I Q Q_ 1'-8 _ _ _ _ _ 3' DEEP SAW _ _ _ _ _ _ _ _ _ _ _ _ _ CONTROL JOINT UT ON DAY OF POU - _ _ - _ _ - _ _ _ _ _ - _ - _ _ _ _ _ Q r_ 3' DEEP CONTROL JOINT SAW CUT ON DAY OF POUR Q v is _ _________� 3" DEEP CONTROL JOINT SAW CUT ON DAY OF POU 3" DEEP CONTROL JOINT I 'r I ____----------__ 3" DEEP CONTROL JOINT • I I / • • \ I SAW CUT ON DAY OF POU / iz SAW CUT ON DAY OF POU I I Q ti 45° �•qq��. ° N I 4 I N 45° •1 �. ° "u I I <v 450 2' 0 .•� SLOPE SLOPE 0 I SLOPE SLOPE 2'-0' I SLOPE �.� lzp o Fm zo °P I I I- I -I �°P zp PROVIDE (TOP STEEL (2) M5 BARS IN FRONT OF PROVIDE (2) N5 BARS (TOP STEEL IN FRONT OF PROVIDE (2) 85 BARS (TOP STEEL IN FRONT OF PROVIDE (2) N5 BARS (TOP STEEL IN FRONT OF PROVIDE (2) N5 BARS (TOP STEEL IN FRONT OF GARAGE FOUNDATIONS) GARAGE FOUNDATIONS) GARAGE FOUNDATIONS) GARAGE FOUNDATIONS) GARAGE FOUNDATIONS) 5'-8' 3'-4' 2'-0' 6-0' 2'-0' 2'-0' 8' 0' 2' 0' 3' 4' 5' 4' 5'-4' 3' 4' 2'-0' 8' 0' 2' 0' 2' 0' _ V-0' — 2'-0' 3' 4' 6-4' 6-4' S-4' 2'-0' 8-0' 2'-4' 12' 0' --_ 12' 0' — 8 8' --- B' 8° 12'-0' - 12'-0' 8-8' 8'-8' 12'-4' 9'-0' _ -- 20'-8' -- - 20'-8' — — 20-8' 21'-0' --- -- -------- — 104'-0' i FOUNDATION PLAN UNITS 1-5 1/4'=1' - 0' REVISIONS O a N � U Z 0 _! � /� 0- W U � Z Z N Z Q z Q m a • un m m U cu m Q Z N a 0 m � o n C V v Z � 0 no o dL0 L� r m c I m m L t u"j N >o N m? 0 Y O U z N m Y DATE: 9-1B-96 DRAWN BY: BARBARA SHEET NUMBER "3 OF `} ------------ - — - -- --- --- 20'-8' 20'-8' ---- -- 12' 8 W-0' 8'-0 ap T-0' 5'-4' 8'-4' 8'-4' 5'-4' T-0' ap I I — iv k—cp T-0 5'-4 8' 4 • cu f — • I I • L0 I v / 450 i , 45° In I ( I� 450 1 I i I C ' ' _ 21'-4' 1 , , ' 1 I 02-0- ' - 1 � I I I --------------------- --- -- - - -- I � I 1 ' I , I ;�-3" DEEP CONTROL JOINT I-3" DEEP CONTROL JOINT I I I i�-3" DEEP CONTROL JOINT SAW CUT ON DAY OF POUR SAW CUT ON DAY OF POUR T1 SAW CUT ON DAY OF POUF f I , 1 I I I I I I � 4� I I I I I , I in I ' • 8'-4' 5'-4' —7'-4' I • • I • • • • I I I I I I 1 I 45° 1 • . •• • I 1 I I — — • I 1 1 1 21'-4' 10'-4' I I 1 I 1 I I I I I I I �'w-3" DEEP CONTROL JOINT I SAW CUT ON DAY OF POUR I (fl I I ICI I I 2'-0' I I I I I I 1 I I I I 1 I{� _ I • • • • • • • • • • • • • • 1• a• .I n' I� 300 / \ 00 30° / \ 0° V_ _ _ _ _ _ _ _ _ _ _ "T 1'-8' 3"DEEP CONTROL JOINT T --- --------- - - - - -�-------- -------------- - SAW CUT ON DAY OF POUR "I 3" DEEP CONTROL JOINT C • \ I I / • I • \ SAW CUT ON DAY OF POUR / I I I • 4 0. • I I • Q50 N N 4 ( 0 • 2-0' Zp SLOPE I I SLOPE I I 2.-on • SLOPE mc SLOPE 2' Zp -� J f PROVIDE (2) #5 BARS PROVIDE (2) #5 BARS PROVIDE (2) #5 BARS (TOP STEEL IN FRONT OF (TOP STEEL IN FRONT OF (TOP STEEL IN FRONT OF PROVIDE (21 #5 BARS GARAGE FOUNDATIONS) NT OF GARAGE FOUNDATIONS) GARAGE FOUNDATIONS) GARAGE EFOUNDATEL IN IONS) 6-4' V-4' 2'-0' W-0' 2'-0' 21-0' 8'-0° 2'-0' 3'-4' 5'-4' 6-4' 3'-4' 2'-0' 8'-0' 12'-0' 2'-0' 8'-0' 2' 0' 3'-4' W-8' - 12'-0' -- 12'-0' —._ 8 -8' 12' 0' 121-0' — ---- 20'-8' 20'-8' - — -- - - — — -- -- — 83'-0' _— — FOUNDATION PLAN UNITS 6 - 9-- 1/4■-1'OY 5'-8' Y-0' PRIVACY WALL 12"Xi6" FOOTING Wf2 #5 CONT. m REVISIONS o a N w U Z o m a. U 0 Z Z O Z Z Q m a • W In m N m \, (Ell Z a O w Q} l mIL / D t\ m i0 N O _ C O E � W L � y m L Q D Z 1� m 0 _ In m Um N m Q Z m 2 cd — � a w w C U Z L 0 0 no 0 Q 'm `� m L LL u� N j Q Q D^ 2 O w 0 Y 2 O n m Y U � � N m Y DATE: 9-18-96 DRAWN BY: BARBARA SHEET NUMBER b� OF 1 -4 See elevation for roof pitch Fiberglass shingles on 1/2" CDX AC — plywood w/ 30# felt. See eng note 8 /—Pre-eng wood trusses 24"oc Double top plate See eng note 4 Stud straps see eng note 9 2x4 base plate w/2" washer` Pre-eng. floor truss Drywall \ 5" ' min ' 1\I varies see elev. 00 450 • • • c E > 0 U 2411 Galv. anchor strap. See eng note 9 & anchor schedule Metal drip strip Alum fascia & soffit over 2x4 subfascia min. —3 1/2" insulation — 2x4 studs @ 16"o.c. See eng note 4 — Drywall — 1/2" CDX plywood. See eng note 7 — Wire lath & stucco — 5/8" threaded rod @ 36" o.c. w/coupling nut @ A.B. See eng note 4 P.T. 2xB sill w/2" washers & bolted anchor bolts. See eng note 4 - 8"x16" cone filled lintel bond beam w/2 #5 (1 top, 1 bottom) over walls. Over openings 8' and greater install 3 #5 (2 top, 1 bottom). 8x8x16" concrete block w/ horiz. reinf @ 16" o.c. vertical 3/4" celotex or equivalent w/1'I furring strips Downpour cells w/ 1#5 rebar 6'-0" max. (see eng. note 3 & floor plan) 5" conc slab (3000 psi) w/6x6.10/10 wwm and fibermesh on 6 mil vapor barrier on well -compacted termite treated fill 18x24 ftg. w/3 #5 rebar cont. 2 STORY _BLOCKTRAME_ WALL SECTION. 3/40= _1' - 0' GROUND POURED LINTEL BLOCK W/1 #5 CONT. BX16 CONC. BLOCK STUCCO ONE #5 REBAR IN SOLID DOWNPOUR AT EACH END, ALL CORNERS..& 8'0" MAX. 12 X 16 FOOTING W/2 #5 CONT. PRIVACY WALL NO SCALE �— 5/8''BLAZEGUARD' FIRE RESISTANT PLYWOOD ROOF DECKING SHALL See elevation for roof pitch EXTEND4'-0'TOEITHER ' OFPAE LL Fiberglass shingles on 1/2" CUX ' (DO E (DO NOT PEENETRNETRAT plywood w/ 30# felt. See eng note 8 , FIREWALL) Pre-engineered wood trusses 1 —HUGHES "LPTA" ANCHORS @24" o.c. (shop dwg's req'd) ' CONNECTING TRUSS TO WAL @ 48" O.C. R30 insulation ' 85X36' 3000 PSI FILLED :it Galt'. anchor strap. See eng note 9 i CONC. LINTEL BLOCK TIE BEAM W/2#5CONT. 1/2" drywal� & anchor schedule REINFORCING BARS c 1"x 3" furring varies Metal drip strip (1 TOP. 1 BOTTOM) CE @ 16" o.c. see elev. 2x4 subfascia min. I 314'T&GPLYWOOD Alum fascia &soffit SIMPSON "H3" OR EQUAL I GLUED AND SCREWED AT EACH END OF EACH �� ---- 8"xl6" conc filled lintel bond beam I TO PRE-ENG. FLOOR FLOOR TRUSS I TRUSSES @ 24'O.C. II w/2 #5 (1 top, 1 bottom) over walls. SEE ENGNOTE #8 Over openings 8' and greater install ii 3 #5 (2 top, 1 bottom).16 u I _— - u II I II IIA A A A A_ 1/2" drywall (2) 2X10 P.T. LEDGER W/2 over 1 x2 P.T. 'I 3/4' DIA. THREADED RODS furring @ 16" OC I EVERY 24' O.C. TOP & BOT OM. It 3/4" celotex or equivalent INSTALL RODS 3'DOWNFR M , 8/H RIZCOINTBLOCK W/ HORIZ. JOINT REINF. wTOP & 2' UP FROM BOTTOM / 1 "x2" furring strips I 16' O.C, VERT. OF LEDGER. , 2 HOUR RATED PARTY WALL m II 8X8X 16" conc block w/ horiZ 8X16 FORMED & POURED W/ CONC. FILLED CMU UNITS It reinf @ 16" oc TIE BEAM AT T23 & T2 w/ 1#5 BAR VERT @ 6' 0' O.C. MAX. GIRDER LOCATIONS. _ stucco finish SEE ENGNOTE #3 v Q rn I I #5 VERT. BARS FROM m FOOTING AND FILLED 'I Downpour cells w/ 1#5 rebar 6'-0" max. CELLS -SHALL HAVE U3 (see eng. note 3 &floor plan) 24' MIN. BAR LAP a I I SEE ENG NOTE #3 Curb height varies 4-6" I i I — Finish grade Provide 2 #5 top steel @ front � of all garage foundations (@ garage u n „ 3000 PSI 24' WIDE X 16' DEE THICKENED SLAB W/3#5BA1 — 0 o CC) openings) IT — 5" conc slab (3000 psi) w/6x6 10/10 wwm a450 nd fibermesh on 6 mil vapor barrier ; on well -compacted. termite treated fill '" • ; - ;- 3" min. y 20 45 45" cover 3#5 rebars cont. 24 GARAGE WALL SECTION 3/40 = 1' - 0' PARTY WALL SECTION 112'=1' - 0' CONT. Rear wall girder truss 2x4 PT�'r— 2x6 PT 42" high railing y I I I w/4x4 PT posts @ 48" oc. I 1 2x2 PT ballisters (4" max opening) I I 2x4 PT II 5/4"x6" PT wood decking screwed to 1x4 PT sleepers Waterproof membrane over 3/4" plywood /Alum flashing 7 ; r 2X8 Joist @ 16" oc Hughes U28 hangers I- �2xB PT ledger Two 4-1/2"x7/16" lag bolts or 1/2" thru-bolts @ 24" oc (Provide solid backing as required) - - - - - - - - - y 3" 6 3 4-1/2"X7/16" Lag bolts (2)2x12 header SimpsonEPC44 4x4 P.T. post Simpson ABU44 (or equal) post base attached to 5/8" x10" embedded anchor bolt 5" conc slab w/ 6x6 10/10 wwm on 6 mil vapor barrier on well - compacted termite treated fill 12 x 16 ftg w/ 2#5 rebar PORCH WALL SECTION__ _3/48_=1' - Om 1-1/2" VTR TL NON-METALLIC WATER PIPE NOT PERMITTED UNDER STRUCTURAL SLAB /4" Co 2" VTR PLUMBING RISER no scale VTR REVISIONS O a N U _Z o a J CD d CDQ U Z Z 0 o Q a m a L0 cm ' N a �y LL w Iu C Q I oom Z 0 m a Q W 'a m 10 ^ C Q 0 U m E v M— c Y _I 3 .U) `� 0 0 0 Qo m m UM In m N m 0 Z ° a s � o LL � w /R c V V Z0 � no u) m m L � N D > 0 o 0 0 Y ZI U z Z In N m Y DATE: 9-18-96 DRAWN BY: BARBARA SHEET NUMBER OF 2 Sands Building 20 Engineering Notes (I) This Design and these plans are certified to be designed in accordance with Section 16 of the 1994 Standard Building Code, using a fastest -mile wind velocity of 110 mph. This Eugmeereli Design is for this particular building, and is not valid without my signature and raised seal on these notes, the wall sections, and on the floor plats. Material Specifications: (a) All masonry block ahali have a nummurn ou"fasarve strength of 1500 psi All block walls shall be constructed using, two M or S mortar and shall have horizontal joint reinforcement in every otter course (HJR shall be a matimum of 9 gauge) (b) All concrete shall have a minimum compressive strength of 3000 psi after 28 days. All slab concrete shall have wire mesh with fibermesh added and be poured at a maxunum slump of 5 inches. Control joints shall be cut the same day as the pour, be a minimum of 3" deep, and located as shown on the foundation plan. All foundation and Slab concrete shall be tested for compressive strength (5 cylinders) once each pour. Slump tests shall be perforined on all slab concrete. All slab concrete shall be cured with water for a period of 7 days. Use soaker hoses, or tarps to keep the slab wet continuously. (c) All reinforcing steel used in the tie beams shall have a minimum yield strength of 60 KSI (Grade 60). All lap splices shall be a minimum of 40 bar diameters. All bends shall have a minimum radius of 3 bar diameters. (d) All reinforcing steel used in the beams shall have a minimum exterior concrete cover of 1.5" and all reinforcing steel used in the foundations shall have a minunum exterior concrete cover of 3". (2) Foundation Specifications - The weak layer of soil beneath all foundations shall be pressure grouted by "Certified Structure and Foundation, Inc." In accordance with my engineering letter for this project dated. 7-12-95. Foundation sizes and steal requirements are shown on the plans. All foundation and slab concrete shall contain fibermesh in addition to wire mesh and shall have control joints as specified in note (b) above. (3) Block Walls shall be constructed using 8" x 8" x 16" hollow masonry block. and shall have a minimum compressive strength of 1500 psi. All block walls shall be constructed using type M or S mortar and shall have horizontal joint reinforcement in every other course (RJR shall be a minimum of 9 gauge), Provide solid downpours and tie beanns as follows: First Story Walls - Install formed and poured 8"xl6" concrete tie beam 4' long at all T21, T23, T24, and T25 girder locations. All other tie beams shall be 8" x 16" lintel block tie beam with two #5 bars (one top arid one bottom) and downpours at all comers, both sides of openings, at intervals of 6'0", and as shown on the plan. Each downpour shall contain one #5 bar (see "Downpours" below). Second Story Party Walls :8" x 16" lintel block tie beam with two 95 bars (one top and one bottom) and downpours at all comers, both sides of openings over 36" wide, at intervals of 60", and as shown at die plan. Each downpour shall contain one #5 bar (see "Downpours" bebow).lnstall LPTA anchors at 48" o.c. in this tie beam (parallel to tie beam) to anchor party wall trusses. NOTE - The main floor trusses bear on a double 2x 10 ledger through -bolted at the tie beam with (2)- 3/4" threaded rod @ 24" o.c. (top and bottom) with 2" washers. Install rods 3" down from top of ledger and 2" front bottom of ledger. The aid units floor trusses bear on 2 x 8 P T sill plates bolted to the tie beam with 5/1" x 10"J-anchor bolts @ 36" o.c Downpours - Downpours shall be poured solid with one #5 bar continuous from the foundation to the tie beam The bar shall be embedded 24" in the foundatxa and 24" in the tie beam These are "total" emboddmcnt lohgths including the vertical and horizontal portion of each bar embedded. Install down pours at all comers, both sides of all openings, at intervals of 6'-0" o.c. max and as shown on the floor plans. Provide two adjacent downpours oil each side of all openings over 8' feet wide and where die tie beam height changes. CUT ONE BOTTOM FACE OUT OF DOWNPOUR BLOCK TO CLEAN THE CELL.., TIE: STEEL, AND TO ENSURE A PROPER POUR. This is only required on downpours located at comers, on each side of the door openings, and both sides of window openings over 36" wide. (4) Exterior and Interior Bearing Frame Walls (including gable end walls) Stud sizes are based on continuous wall sheathing with no joints from the 113 height to the 2V3 height of the stud. Minimum stud lumber and size based on wall height (select studs from categories listed below) - Single story or top story Up to W high walls 2x4 spruce studs @ 16" o.c. Over 8' and up to 10' walls : 2x4 spruce studs @ 12" o.c. 2x6 spruce studs @ 16" o.c. 2x4 x yellow pine @ 16" o.c. 2x4 x #2 spruce @ 16" o.c. Over 10' and up to 12' walls : 2x6 spruce studs @ 16" o.c. 2x4 x #2 spruce @ 12" o.c. 2x4 x 02 pine @ 12" o.c. Over 12' and up to 14' walls : 2x6 spruce studs @ 12" o.c. 2x6 x #2 spruce @ 16" o.c. 2x6 x #2 pine @ 16" o.c. Over 14' and up to 16' high : 2xb x 02 pine @; 16" O.C. 2x6 x 42 spruce @ 16" o.c. Over 16' and up to 20' high : 2x6 x #2 pine @ 12" o.c. 2x6 x #2 spruce @ 12" o.c. Nail 2x4 studs at the top and bottonn with 2- I bd nails. Nail 2x6 studs at the top and bottom with 3-16d nails. All exterior shear walls and interior shear walls shall have 20 blocking installed behind all plywood joints. Nail blocking with 4-12d nails and plywood with 8d nails at 3" o.c. both edges. Top Plates - All exterior walls, interior bearing, and interior shear walls shall have a double top plate with 36" (min.) lap splices nailed with 18-I6d nails in the lap. Interlock all comers and nail with 4-16d nails Nail top plates together at 12" o.c. everywhere else. ALL TIE BEAMS SUPPORTING SECOND STORY FLOOR TRUSSES SHALL HAVE A 218 PT SILL PLATE ON TOP OF THE TIE BEAM. Fasten sill plate to the tie beam using 5/8" x to" J-anchor bolts with 2" steel washers and nuts prior to installing the threaded rod and coupling nuts required to connect the second story walls (see bottom plates). The second story plywood sheathing shall be nailed into this sill plate at 3" o.c. Bottom Plates (Second Story) - Fasten second story bottom plates to ire first story tie beam at all comers, both sides of all second story openings, and at 36" o.c. (use closer spacing of req'd for uplift). Use 5/8" threaded rod through bottom plate of the upper wall continuous down and attached (use coupling nuts) to 5'8" x 10" J-anchors embedded in the tie beam below. Install 2" steel washers and nuts on each rod. Allowable uplift = 1200 lbs per rod or 1965 Ills if AD2B connectors are used. If no lower wall Junes up, then bolt (or strap) walls to the floor trusses supporting the wall (use 2x4 backing as req'd to transfer loads into the trusses), In addition, there are second story walls that are designated as "shear walls" orb due floor plan. 'These walls shall have "Hughes" AD2B (rninunun) hold down anchors on each end of the shear wall segment. These shear walls must line up directly over the first story shear walls, a parallel floor truss, or perpendicular floor trusses with 2x4 cross -bracing between trusses under the shear wall (see "Shear Walls"). Also, nail the bottom plates to truss (or trusses) below with two I6d nails every 24' Wall sheathing shall be wall. FRAME WALLS TO BLOCK WALLS: Where frame walls attach to block walls at parry walls. Provide 2 studs and thru bolt both frame walls to block parry wall using three 518" x 24" threaded rods with 2" weal washers. " two at top of wall and one at mid -height". Where only one frame wall attaches to a block wall provide two studs and attach to the tie berm using three "Hilo" Kwik Holt II carbon steel 518" x 7" wedge anchors with 2" sleet washers. ALL GABLE ENDS shall have 20 blocking behind all exposed plywood edges located in the first four feet of the roof sheathing. (5) Gable End Walls - The gable end wall shall be "Balloon" framed (continuous studs) to the bottom of the roof sheathing. This wall shall be constructed using 2x6 studs of appropriate grade and spacing for the total wail height to the bottom of the roof sheathing (see note 4). Nail roof sheathing to double top plate at gable end using I Od nails at 3" ox.. Install 2x4 blocking behind all roof sheathing joints within 48" of the gable. ALL GABLE ENDS shall have 2x4 blocking behind all exposed roof sheathing joints located within four feet of the gable. (6) Shear Walls - All block walls on this building are considered shear walls and must have --------- - -- downpours as described in note 3. ALL WOOD FRAME WALLS MARKED "SHEAR WALLS" ON THESE PLANS SHALL HAVE "HUGHES" AD2B HOLD DOWN ANCHORS INSTALLED AT EACH END OF THAT SHEAR WALL SEGMENT (AT THE BOTTOM). WHERE SHEAR WALLS MEET AT A CORNER, A SINGLE HOLD-DOWN ANCHOR CAN BE USED INSTEAD OF TWO ANCHORS. THE SHEATHING ON BOTH SHEAR WALLS MUST BE ATTACHED TO TT -SE DOUBLE STUD (see figure). Wood Shear Walls Over Block Walls: Shear walls located above block walls (or with one end over _ block walls) shall have "Hughes" hold-down anchors installed at each end of that shear wall segment at the bottom (see figure ba). These hold-down anchors = shall be "Hughes" AD2B. Shear �,--. i� wall hold-downs must be - �- anchored to the tie beams below using threaded rod through the bottom plate and attached (using Figl.tfe ()a a coupling nut) to ]-anchor bolts of threaded rod. embedded 10" in the tie beam with aitchotaig opaxy AD28's trot[ be anchored using 5/8" x 12" 1-anchor bolts or 518" threaded rods per "Hughes" specifications. AD2B's must bolt through two full length studs using two 518" bolts. Anchoring epoxy must be in accordance with manufacturing - - - specs for 4385 lbs of pullout Wood Shear Walls Over Frame Wails: All shear walls over wood framed walls shall have "Hughes" AD2B hold- down anchors on each end at the bottom of the shear wall segment (see above note for ends over block wall). The Interior anchor shall be bolted through the bottom plate of the wall to another AD2B anchor attached to ire first story studs using a 5/8" threaded rod (see figure 6b). Each anchor must bolt through two fill length studs using two 5/8" bolts. Connect the first story double stud (see floor plan) to the foundation using a "Hughes" AD2B hold down anchor. Connect this anchor to the studs using two 5/8" bolts and anchor it to die foundation using 5/8" x 12" J-anchor bolts or 5/8" threaded rods with anchoring epoxy in accordance with manufacturing specs for 4385 lbs of pullout. ecn Second Story Shear Walls Over Floor Trusses: Shear walls located above floor trusses shall have "Hughes' AD2B hold-down alichors installed at each end of shear wall segments at the bottorn. Each anchor shall be connected to a muimum of two full length studs using 5/8" bolts. Anchor to floor trusses using 5/8" threaded rod through bottom plate of the upper wall down and bolted through a 4x6 (upright) wood beam using three 2" steel washers (see figure 6c). The wood beam must string through a minimum of four floor trusses (two on either side of the shear wall) Second Story Shear Walls Over Girder 'Trusses: Shear walls located above girder trusses shall have four (4) LSTA 18 straps at each end of the shear wall segment and single straps at 24" o.c. '1-1.cu'6 6c -''�. � �\� along the rest of the wall (use longer straps if necessary for nailing). All shear walls shall be sheathed using 1/2" CDX plywood with 2x4 blocking behind all exposed joints. Sheathing is only required on one side unless the wall is labeled as a "Double Shear Wall" which requires sheathing on both sides of the wall (see "Wall Sheathing" for nailing specs). (7) Wall Sheathing - All second story exterior walls and interior shear walls shall be sheeted with 1/2" CDX plywood and must have 2x4 blocking behind all exposed joints located in shear walls. Nail sheathing as follows: Top and Bottom edges - 8d common nails @ 3" o.c. Side edges 8d common nails @ 4" o.c. Intermediate supports 8d common nails @ 8" o.c. All wall blocking two 12d nails each end of blocking with 8d nails Co) 3" o.c. each edge of plywood The plywood sheathing must be continuous over center 1/3 of the studs. Continue the sheathing across ire floor trusses and 24" (min.) up fine second story wall. This first sheet of plywood must be nailed @ 3" o.c. everywhere. (8) Main Floor Trusses: At party walls the floor trusses bear on a double 2 x 10 P.T. ledger through -bolted at the tie beam with (2)-3/4" threaded rod Ci4 24" o.c (top and bottom) with 2" steel washers ( place threaded rods between trusses ).Where floor trusses are supported by exterior walls and ledgers strap that end of each floor truss to the sill plate and or lodger using "Simpson" H3 End Unit Floor Trusses: Install 2x4 crossbracing between all floor truss ends that are supporting 2nd story exterior shear walls, and at intervals specified by the truss manufacturer. Strap each cvnd of floor truss using one "Simpson" H3 anchor. INSTALL A 2x8 PT PLATE ON THE TOP OF ALL TIE BEAMS 771AT SUPPIIRT FLOOR TRUSSES. [JOLT PLAIF. DOWN USING 518" X 10" ✓ANCHOR 110LTS Co) 36" O.C: WITH 2" WASHERS A" NUTS BEFORE ATTACHING THE THREADED ROD FOR 7HE SECOND STORY WALLS. IT iS VERY IMPOR7ANT THAT THESE ANC11OR BOLTS ARE LAID OUT (,; 6" OFF CENTER FROM THE FLOOR IRU.XSES, WHERE THE FLOOR TRUSSES ARE PERPENDICULAR TO THE WALL Floor Sheathing: All floor trusses shall be decked with 3/4" T & G plywood staggered, glued, and nailed with 10d common nails at 6" o.c. along all edges and 12" o.c. along intermediate supports Install 2x4 crossbracmg at intervals specified by the truss manufacturer. Roof Trusses : The roof structure consists of pre-engineered trusses placed 24" o c The truus►s shall no dasigcwd and engineered for 110 mpb wind loads. Final truss engineering shall include uplift for all truss girders, anel Ai: truss bracing that have over 500 lbs of uplift It shall also include all truss bracing requirements, including brae*% and/or added stiff -backs fix gable trusses, and shall specify all girder bucket loads Roof Sheathing : The roof trusses shall be sheathed with 1/2" (min ) CDX Plywood and nailed with 8d common nails at 6" o.c. everywhere (staples are not allowedh 'van roof sheathing into gable with IOd nails at 4" o.c. Where truss or roofing manufacturer specifications differ from chose, use this more stringent Brace all trusses as required by the manufacturer. Where the first story roof structure meets the second story wall over the garagev, connect the roof sheathing to the .vecond story wvt/1 sheathing by nailing a 2x4 nailer along the wall to each stud with two I6d nails. Attach roof sheathing to the nailer with Rd nails at 6" o.c:. A nailer is not required if a rruj'truss is installed directly against the wall tRatwise). In this case, nail the top cord of the trusts to each stud with two I6d nail%. (9) Uplift connectors: All trusses, exterior walls, and interior bearing walls shall be strapped or otherwise connected led with a direct load path from the truss all the way to the foundation. This includes die connection between the truss and die top plates, the top plates to the stud, the stud to the bottom plate, and the bottom plate to the foundation. Ilse the following connectors (or equal connectors) to resist the truss uplift loads categorized below or use these as an example. However, truss connectors shall resist a minimum lateral load of 350 lbs. Use connector strengths and nailing requirements in accordance with the manufacturers recommendations. Trusses on Block Walls: a) Up to 1000 Ills uplift - One "Hughes" TA 20 embedded truss anchor into the tie beam at the uplift point. b) Up to 2000 Ills uplift -'Two "Hughes" TA 20 embedded truss anchors into die tie beam at the uplift point. c) Up to 3000 Ills uplift - Three "Hughes" TA 20 embedded truss anchors into the tie beam at the uplift point, d) Over 3000 lbs uplift - See Girder Trusses and Beams (note # 11). Trusses Supported by Frame Walls Up to 475 lbs uplift: Truss Connectors - Use one "Hughes" HCS truss connector. Stud Connectors - Use one "Hughes" SPT2 (top) and SPTI (bottom) every other stud, at all (Studs @ 16" o.c.) comers, and openings. Stud Connectors - Use one "Hughes" SPT2 (top) and SPTI (bottom) top (Studs @ 12" o.c) and bottom of every other stud, at all comers, and openings. Bottom Plate Anchors - Use 518" threaded rod through bottom plate of the upper wall down and attached (using coupling nuts) to a 5/8" x 10" j-anchor through the sill plate embedded in the tie beam @ 3'0" o.c_ Install 2" steel washers and nuts at die bottom plate and sill plate. Where frame walls are supported by girders, attach the bottom of each stud to the girder using one Hughes HLSTA 15. From 475 to 700 His uplift: Truss Comtectors - Use one "Hughes" HC 10 Stud Connectors - Use one "Hughes" SPT2 (top) and SPTI (bottom) of each stud. (Studs @ 12" & 16" o.c) Bottom Plate Anchors - Use 5/8" threaded rod through bottom plate of die upper wall down and attached (using coupling nuts) to a 5/8" x 10" j-anchor through the sill plate embedded in the tie beam @ 2' 10" o.c.. Install 2" steel washers and nuts at the bottom plate and sill plate. Where frame walls are supported by girders, attach die bottom of each stud to the girder using one Hughes HLSTA 15, From 700 to 877 IN uplift: Truss Connectors - Use one "Hughes" HC 10 connector. Stud Connectors - Use one "Hughes" SPT2 (top) and one SPTI (bottom) oil each stud. (Studs @ 16" o.c. or @ 12" o.c.) Bottom Plate Anchors -Use 5/8" threaded rod through bottom plate of the upper wall down and attached (using coupling nuts) to a 5/8" x 10" j-anchor through tine sill plate embedded in the tie beam @ 2'3" o.c.. histall 2" steel washers and nuts at the bottom plate and sill plate. Where frame walls are supported by girders, attach tine bottom of each stud to the girder using one Hughes HLSTAI5, From 877 to 1405 lbs uplift: Truss Connectors - Use one "Hughes" HC 10 Stud Connectors - Use two "Hughes" SPT2 (top) and two SPTI (bottom) (Studs Co 16" o.c.) each stud. Stud Connectors - Use one "Hughes" SPT2 (top) and two SPTI (bottom) (Studs @ 12" o.c.) each stud. Bottom Plate Anchors - Use 5/8" threaded rod through bottom plate of tie upper wall down and attached (using coupling mite) to a 5/8" x 10" j-anchor through the sill plate embedded in the tie beam @ 1'4" o.c.. Install 2" steel washers ad nuts at the bottom plate and sill plate. Where frame walls are supported by girders, attach the bottom of oath stud to the girder using one Hughes HLSTA 15 Over 1405 lbs uplift: Truss Connectors These members are usually girders or banns and sbo*ld be given individual attention (see "Girders and Beams" below). Party Wall Trusses : Party wall trusses shall be anchored to the party wall @ 48" o.c. with Hughes LPTA embedded anchors to transfer shear loads into the block party walls. All Gable End Walls - Nail roof sheathing to double top plate of gable end wall with I Od nails at 3" o.c.. Strap studs with "Hughes" SPT2 (top) and SPTI (bottom) and anchor bottom plate to the foundation using 518" x 10" J-anchors bolts with 2" steel washers at 36" o.c. Conventional framed portions of this roof structure shall be securely fastened to the Musses as per truss manufacturer instructions or using hurricane clips at each end of rafters over 6' long and at least two I6d nails in each end of shorter members. (10) Wall Headers & Beams - All tie beams located above openings 8' to 16' wide shall be 8" x 16" (min.) tie beams consisting of an 8" x 8" precast header with 8" lintel block on top. THE CONTRACTOR SHALL VERIFY THAT ALL PRE -CAST HEADERS ARE RATED FOR THE TRUSS LOADS THAT THEY SUPPORT (SEE TRUSS ENGINEERING). These beams shall contain 345 bars (two top and one in precast). If there are two lintel block courses above the precast, then place one #5 at each lintel block course as well as one #5 in the precast. All openings shall have precast headers. (11) Girder Trusses and Beams: Girders Bucketineto Block Walls: Where second girders attach to block walls the beam shall be 8" x 24" x 40" long formed and poured beam with 3-4 5 bars ( raise tie beam to accommodate girder hangers) Girder hangers shall be Hughes TGH with three 3/4" threaded rods embedded thru tie beam. Girders on Block Walls: Girders bearing on top of block wall shall be anchored using one Hughes WAM anchor with 3/4" x 14" embedded J-anchor bolt. Girders on Frame Walls: Girders supported by frame walls shall be supported by one stud for each 1500 lbs of load (uplift or gravity) with a minimum of three studs. Each girder shall be adequately strapped to resist its uplift with a continuous load path to the foundation. This may be done with "Simpson" LSTA 36 straps over the girder, down the studs, and with "Hughes" AD213 "hold down" anchors connecting the studs to the foundation as follows. up to 3265 Ills of uplift - Use two "Simpson" LSTA 36 straps to connect girder to studs (three studs min.). Use one "Hughes" AD2B anchor to connect studs to foundation. up to 6530 lbs of upbft - Use four "Simpson" LSTA 36 straps to conned girder to studs (five studs min. or 4x6 post). Use two "Hughes" AD26 anchors to conned studs to foundation (one on each side of the five studs or 4x6 post). 4.121 Stet CiAlummt - hose (13) Porch. The P'1 1 x 8 joists @ 16" o.c that make up this structure shall be bucked with Hughes UH28 at each end and attached to a P T. 2 x 8 ledger bolted to girder with (2) - 7/16" x 4-1/2" lag bolts or 1/2" through bolts @ 24" max. The rear porch beam shall be supported at the block party wall with Hughes NFM3U hangers. Tice outside comers shall be supported by 4 x 4 PT wood posts. The 4 x 4 posts shall be connected to the rear porch beam using "Simpson " EPC44 post caps. Correct the posts to the foundation using "Simpson " ABU44 post bases with one 5/8" x 10" J-anchor bolt. All wood porch beams and other exterior wood beams that attach to block walls shall be connected using Hughes NFM3U connectors to resist uplift and downward loads. All trusses which cross walls to font porches must be strapped to both the wall acid the girder beam! NOTE - Install 2x4 cross bracing between all roof trusses that project out over the rear wall to form the rear porch. Bracing shall be placed directly over the rear wall, acid shall be nailed with two 16d nails in each end of each member. (14) Addition Notes: Cladding and Components: Siding, roofing, and all other cladding and components shall be fastened in strict accordance with the manufacture specifications to resist 110 mph winds (this includes decorative attachments). Contractors should make these manufacturers provide certification that their product and fastener details meet or exceed section 1205 of file Standard Building Code for "Components and Cladding" for this wind zone. Garage Door Jamb Installation: use this as the typical garage doorjamb installation if the manufacturer does not provide installation requirements. PROVIDE A 5/8" X 6" WEDGE ANCHOR., WITH 2" STEEL WASHERS. 3-1/2" MIN. EMBEDDMENT (4) EACI i JAMB TiIRU \ 2X61NTO BLOCK WALL. r,_- 2%6\ 8" CONC. BLOCK GARAGE DOOR TRACK & SUPPORT ' SECURE TO 2X6 WiTH 5/16" x 1.14" LAG SCREWS (5) LOCATIONS EACH JAMB. T MANUFACTURER'S SPECIFICATIONS DIFFER FROM THESE USE THE. MORE STRINGENT. Door Instaldion Detail (15) All Windows (including fixed glass) shall have a minimum wind resistance rating of R-35 and be labeled as such, or a letter of certification be provided by the manufacturer (16) It is the responsibility of the contractor and building inspector to insure that these specifications are met. All structural members shall be strapped, bolted, or otherwise fastened down with a continuous load path to the foundation. INDEX Compliance Paragraph Note #1 Uplift Correctors Note #9 Foundation Specifications Note #2 Headers and Beams Note 410 Exterior Block Walls Note #3 Girder Trusses Note #11 Exterior Frame Walls Note #4 Steel Columns Note #12 Gable End Walls Note #5 Porch, Balcony, and Entry Note #13 Shear Walls Note #6 Components and Cladding Note it14 Wall Sheathing Note #7 Windows Note #15 Trusses (Floor and Roof) Note #8 Compliance Responsibility Note #16 REVISIONS 0 a N U Z J D a m U 0 Z Z C/) o Z 4k Q a in m � WN ru a. o LL w m c V tilt man om o Qa)tiw ma arm m n m o cc M E off v W M m J 19 U' _0 7 / Q M Uru oh M N m 0 Z m D Y � o LL w /f� m C �a. U v Z � 0 no 0 m � cn L y' N �o ry LQL m ? Y L 0 Y � _ � U Z {� - m Y N DATE: 9-18-96 DRAWN BY: BARBARA SHEET NUMBER OF 14 Q fD 21'-0' I S-0' 9-04 4X4 P.T. COLUMN (SEE ENG. NOTE #13) HUGHES NFM-3U HANGER 12"X12" COLUMN BLOCK •• �- (21PX12 BEAM W/4 #5 REBAR CONT. °P 8"X24" FORMED & POURED T-4' 6-4' 8'-4' BEAM W/4 #6 BARS IN 4'-2' 4' 2' #3 STIRRUPS @ 10" OC I HB PORCH 5 HUGHES "TGH" SECOND FLOOR GIRDER TRUSS GIRDER HANGE 4'-0' - 3' 4' .Q 450 �5cp HUGHES WAM ANCHOR 0 W/ 3/4"X14" EMBEDDED �O ANCHOR BOLTS - - 5 6 • • LIVING ROOM U) DINING 6-4' 450 DW ' 1 ; ' `.Q Oi O UP cu 0 10 KITCHEN I I 'Q V Lu Q m m o Ir uLtI cr m I cr Q ¢ ' `� I I I ~ g'6• °P 2 N I I I I I oIZ POWDE • y m m• NOOK ,+'P —�' S-0' P/i/ FOYER 2V-8' 12'-8" HUGHES NFM-3U HANGER 04 P.T. COLUMN (SEE ENG. NOTE #13) (2)2X12 BEAM 8'-4' 5' 4' T-0' T 4'-2' 5 HB PORCH SECOND FLOOR GIRDER TRUSS 3'-3' L 3'-5' HUGHES-WAM ANCHORv W/ 3/4"X14" EMBEDDED 60" 45o in ANCHOR BOLTS +bey r4p 95 LIVING ROOM • 4 DINING 4 0 20'-8' _ 12'-B' 8"X24"X40"LONG FORMED & POURED TIE BEAM W/3 #5 BARS @ GIRDERS (RAISE BEAM TO ACCOMMODATE GIRDER HANGERS) 4X4 P.T. COLUMN (SEE ENG. NOTE #13) \ (2)2X12 BEAM\\ ? T-0' 6-4' 8'-4' r PORCH 4 2,---- HB 1 — 5 SECOND FLOOR GIRDER TRUSS Ole -5' 3' 3' r ' 450 „C3 HUGHES WAM ANCHOR 60 W/ 3/4"X14"EMBEDDED 3 '1 ANCHOR BOLTS • LIVING ROOM DINING m 20'-B' B'-0- 12'-8' HUGHES NFM-3U HANGER 4X4 P.T. COLUMN (SEE ENG. NOTE #13) (2)2X12 BEAM --'�- 8'-4' 5'-4' T-0' cQ 4'-2' 4'-2' `r 3 HB — PORCH • SECOND FLOOR GIRDER TRUSS S-3 3'-5' HUGHES WAM ANCHOR W/ 3/4"X14"EMBEDDED O•, 450 n ANCHOR BOLTS--- �61- `rG'p 5 LIVING ROOM • � 8"X24"X40"LONG FORMED & POURED TIE BEAM W/3 #5 BARS @ GIRDERS (RAISE BEAM TO ACCOMMODATE GIRDER HANGERS) 4X4 P.T. COLUMN (SEE ENG. NOTE #13) �`--' (2)2X12 BEAM \ T-0' 5'-4' ` 8'-4' 4'-2' 4'-2' PORCH HB _ - 3 • • SECOND FL 3'-3 OOR IRDER TRUSS 450 pg�� HUGHES WAM ANCHOR �0 W/ 3/4"X14"EMBEDDED ANCHOR BOLTS 5 LIVING ROOM QI INING T DINING 6'-8' T-68 T-2' 6' 4' 6-4' T-2' 4 3' fi' 45° 45° DW DW I I � UP m -N OO OIO �, 1p m i KI CHEN I KITC EN I m m UP O10 OlO rn V qfn CD CD I ¢ C? 2n CD m f Q '+ I CD zp } I I I ^ I I I •..r., I 9'-6' 9'-6Cc >- ¢crI °1 II mI I II + I I I r\0 � I I J 8"X24"X60" FORMED & I — a v Q A�yOam POURED TIE BEAM W/3 _� 8"X24"X60" FORMED & OWDER m tic 0 POURED TIE BEAM W/3 _ -3:#5 BARS ().TOP, POWDER m 1 CENTER, 1 BOTTOM) Q POWDER \+ #5 BARS (1 TOP, -� } CID yJ y m cP i� a m' 1 CENTER, 1 BOTTOM) m m POWDER cr UNIT 6 ru In Q � �, y m m a 0 FOYER v NOOK NOOK ,+'P —�' 5' o' 6-0' Ln NOOK 3P [7 < �L FOYER ° ° FOY� v� NOOK YER _ 5 0' 3'-6' 45° 445" I ' I I DW ; ; DW ) o ; UP opQ O m m KLTCHEN 0: OlO KITC +EN t—_ f Y I I 8"X24"X60" FORMED & HB I 30seowe0 5 apse m °° --a 060 • • o ° m POURED TIE BEAM W/3 T H 4 HB HB 5 �' S apse #5 BARS (1 TOP, • 3'-0'' • • H H HB HB 1 CENTER, 1 BOTTOM) q • _ A m 3 0� _ 3'-0 • A 3' 0 H _ 3'-0 B. 6' 8' m 8"X24"X40" FORMED &POURED • HUGHES TGH GIRDER HANGER ^ m • „ „ „ -- -- • _— • q• _ - • 6'-B 6'-8 h 8 X24 X40 FORMED & POURED • HUGHES TGH GIRDER HANGER O1 in „ • CONCRETE FILLED CELLS TIE BEAM W/3•#5 BARS @ GIRDERS W/3 @ 3/4 THREADED TODS T �—� TIE BEAM W/3 #5 BARS @GIRDERS W/3 @ 3/4" THREADED TODS ^ 6 B 6'-8 ^ 8 X24 X40 FORMED & POURED HUGHES TGH GIRDER W/#5 REBAR CONT. E T (RAISE BEAM TO ACCOMMODATE EMBEDDED THRU TIE BEAM IEN BY EN RY (RAISE BEAM TO ACCOMMODATE EMBEDDED THRU TIE t3EAM N RY TIE BEAM W/3 #5 BARS @ GIRDERS HANGER W/3 @ 3/4" (SEE ENG. NOTE #3) 30 GIRDER HANGERS)'-- (TYPICAL.AT ALL GIRDERS) 300 HUGHES TGH o GIRDER HANGERS) (TYPICAL F EN M (RAISE BEAM TO ACCOMMODATE 30 (TYPICAL AT ALL GIRDERS) 30I HUGHES TGH 30 GIRDER HANGERS}- EMBEDDED TTHREADED ODS HRU TIE HUGHES WAM ANCHORS GARAGE GARAGE I HUGHES WAM HUGHES WAM BEAM (TYPICAL TIE ALL W/ 3/4" Xi4" EMBEDDED GARAGE GARAGE I HUGHES WAM GARAGE GIRDERS) ANCHOR BOLTS 2 -0' i i'-0' 11'-0' 2'-0' N --- 0 8• 4 c I m 2-0 - 11-0 -- 11'-0' 2-04 o o HUGHES WAM ANCHORS m 11'-0 clu N W/ 3/4" X14" EMBEDDED ww ANCHOR BOLT T ALL AGE DOO COND m to MU T 110 ALL AR A E DOO 's p °P GA WIND EED STT MEET FT0 m h za m 0 0"X7'Ii §HPGDE G TE 8' B'0"X7'0" OHGD "v • BX16 PRECAST LINTEL BEAM TIM 8X16 PRECAST LINTEL BEAM • • UNIT 2 UNIT 1 W/2 #5 TOP & 1 #5 BOTTOM W/2 #5 TOP & 1 #5 BOTTOM MODEL B MODEL A gUAgEF00TAGE SGUARE FOOTAQF- FIRST FLOOR 692 FIRST FLOOR 670 SECOND FLOOR 897 SECOND FLOOR 885 TOTAL LIVING 1589 TOTAL -LIVING 1555 GARAGE 258 GARAGE 258 PORCH 111 PORCH 111 DECK 91 DECK 59 5'-B' 3'-4' 2'-0' 8'-0' 2'-0' 2'-0' 8'-0' _ 2'-0' 3'-4' 5'-4' 9'-0' -- IZ-0' 12'-0' 21'-0' _ -- 20'-8' FIRST FLOOR UNITS 1-5 1/40=1'- O' 8 4 4' m -- -- o cu c� c 45° °, a ALL GA GE DOOR ALL AGE DOO `-v COND m \� MUS EE 110 mp M M T 110 �;y °P INDSPE CON GAT WINDS ��9:x G TE UNIT 3 8'0"X7'0" OHGD 8'0"X7'0" OHGD • • BX16 PRECAST LINTEL BEAM • • 8X16 PRECAST LINTEL BEAM • UNIT 4 MODEL C W/2 #5 TOP & 1 #5 BOTTOM W/2 #5 TOP & 1 #5 BOTTOM MODEL B SQUARE FOOTAGE SQUARE FOOTAGE FIRST FLOOR 670 FIRST FLOOR 670 SECOND FLOOR 885 SECOND FLOOR 885 TOTAL LIVING 1555 TOTAL LIVING 1555 GARAGE 258 GARAGE 258 PORCH 111 PORCH 111 DECK 59 DECK 59 5' 4' 3' -4' 2-0' 8-0' - 2'-0' 2'-0' W-0' 2'-0' 3'-4' T-4' 8'-8' 12'-0' 12' 0' a R• 450, �\%p COND cn fO GAT UNIT 5 MODEL D 5'-4�3 4' e•-e' ALL GE DOOI M THE \\110m WINDSPEE 8'0"X7'0" OHGD • BX16 PRECAST LINTEL BEAM W/2 #5 TOP & 1 #5 BOTTON SQUARE FOOTAGE FIRST FLOOR 670 SECOND FLOOR 885 TOTAL LIVING 1555 GARAGE 258 PORCH 111 DECK 59 2V-0' NOTES: BUILDER TO FIELD VERIFY ALL DIMENSIONS. BUILDER TO VERIFY EGRESS WINDOWS. 2'-4' 1 REVISIONS O 0 U _Z 0 J � m m a U a Z Z Q 4k � Q m a o m • N Wm ^• 1O LL w 1 N V � u Zn o sr LL m u. o� M W E`t_i 0- 0 z Q m m 0 • LLl m 'I U0i m Q Z � . m � o LL w U 7' 0 Z no d o F.- Y m V m M W LL In `* N _. tio Q 0 u C L 0 Y Y 1O U z N Y W DATE: 9-18-96 DRAWN BY: BARBARA SHEET NUMBER OF f �f iFa v in 21'-0" S-0' 6'-0 I DECK SHEAR WALL 3 6'0"X6'8" SGD SH\OW/ER P .� X — ] 1'-0' m ' 3' 0' MASTER BEDROOM a 45° \ � BATH #1 R ' CID SHEAR W sHO 3'- 20'-8' S S'-8' DECK I DECK 6'0"X6V' SGD m 6V'X6'8" SGD p tL1Ui m 10' 8' 8' Q -Q (V �._ -_-_ _ _ _ _-_ _ ------------- 20'-B' 1 ]'-8' ---�3'-4' 3'-4' 11'-8' — �_ 5-4' 5'-4' DEC �- WALL 3� �4 SHEAR WALL SHEAR WALL SHOW[ A 6'0"X6'8" SGD 6'0"X6'8" SGD7sl 8' X 5' 4' "3'-0' m 10'-8' 8' 10' 8' -- try 5'-4' MASTER BEDROOM MASTER BEDROOM 45°' 450 MASTER BEDROOM MASTER BEDROOM N 45`� BATH 1 n, e/\ BATH #1- � (` ■ o ATH #1 FCD N Q �co •� v -v v ., ..., (n CIDcu t0 'v�}o _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ WI CLOSET WI CLOSET / WICLOSET WI CLOSET WI CLOSET Z? 1 - -- a L —� -`4° zo o 13' 4' 4' 6' 8' 6' 8 _ _- 13' 0` 13' 0' 4' — 6' B' 6'-8 IT-0' 13'-0' 4- ------------ I 2668 2668 2068 2068 2668 2668 2068 2068 2668 2068 STACK > STACKk/5068 I STACK STACK • i W/D W/D W/D STACK °P , cP W/D Zp W/D 3068 3068 3068•v I v 3068 3068 avP , IWICLOSET I SKY SKY i _T WI JBF i---LOSET i WCLOSET i SKY I SKV ISHEAR WALL AC , LITE o o i LITE I AC •AC L(TE i o o L[TE C OL TE1--/�--- -- 4 -- -Q -- `------- A ------- Q -- -� -- AC I VA SKY lV N N _— , - - - - - - I�C3 5068 BF - m DN DN 50DN TDN 5068 Bf • 5068 BF DN y cc 6'-4' 4 3'-2• 3, 2, 6'_0• 6'-0' 4 3' 2'� 3._Zi 6 0• W-0' 4 S-2' Q _ _ I I r _ _ _ _ _ _ Q ATTIC - - m z Z ATTIC i ATTIC I ATTIC , r - I 3 cb ACCES� �ACCESSI ACCESS ACCESS ACCESS' w UNIT 6 q t (Dq Q ---cp ¢ _ _ L( o -' _ Q BAT #2 BAT #2 to 9 6' 9'-6' 4' m B A T # BAT #2 N m — o a -�--- - m -- m --9-0* 91� - 4 BAT #2 - T-2. a V-8. —6-8m a 3•-2, T-2. a 6-8. 6•_8■ v 3,_2, 3 - - - --8EDR0's� ---- - - --- BE RC1ra� # - - --BEDRO. OOM # --�_ _ - - - - 3-2' 6' 8. -=_ _ -- - E ROOM #3 BEDROOM #3 N c WIND EGRESS EGRESS ' EGRESS [V REOUIR D .' WINDOWWINDOW2666 266R REQUIRED ' EQU141E0 2668 - 2668 RWINDOWEQUIRED ' EGRESS 1 \ 2668 (\��J/ WINDOW SHEAR WALL ` `i J SHEAR WALL SHr.;,:i .,ALL SHEAR WALL WIND D SHEAR WALL `, 24 WjARCH I 2 WJARCH 24 WIARCH 24 41ARCH 24 W ARCH LL o\ \ o tQn 4 tmo 4 u� C' In m In 3-7' 3' �' n 3' 4' 3'-4' 3' 4' 3'-4' i \ I I o 3' 4' 3' 4' 3' 4' 3' 4' ru - I i v R' .+ 2' 4' 11'-0' - ~ --- -- ! 1'-0' -- 2 4' _, 2 4" - 11-0' --- ~ .. - -- 11-0• I 2-4 2'-4• iv-0' < o o a I a o o I J ---- a 3 s E OOM #2 BEDR00 #2 '" 3 \� RE WIRED EG{ S i ¢ ¢ \ jt BEDROOM #2 BEDROOI�M #2 •� 3 3: BEDROOM #2 \ WINDOW i ¢ ¢ \ ¢ ¢ \ \ 'EGRESS , Q Q \ SS WIN2X6 BALLOON FRAME 2X6 BALL00 I FRAME WIN DOW ctEQUI ED I WI I I EGUDIHE i � EG 'RED REfiU1 X6 BA LOON FRAME 2X6 BALLOO FRAME 2X6 BA LOON FRAME UNIT 1 24 W ARCH SHEAR WALL SHE WALL 24 W ARCH I 1 24 W ARC SHEAR WALL SHEAR WALL I 1 UNIT 2 UNIT 3 24 W ARCH I SHEAR WALL I yyy 24 W ARCH �, , 1 UNIT 4 UNIT 5 MODEL A I Y mac, Wcr MODEL B MODEL C I 5 e��c, No -la i*� MODEL B MODEL D ; r�or� �t At II I I , __________________1______-__-_______ • _ _ _ _ _ I _ _ _ _ _ _ _ _ _ I I I MEN N 4'-10' 9'-2' 7'-0' 14-0' 14-0' 21'-0' SECOND FLOOR UNITS _ 1-5-1/4'=1' - 0' 4'-10' - _ 4'-10' 9'-2' — 9'-2' 4'-10' 6'-6' 6-8' 14'-0' 14'-0' 20'-8' 20'-8' 103'-8' rin m 14'-0' 20'-B' OC 1996 KNICK DRAFTING, INC. u0 m CD ' N W m a. ` 0 LL w Z � aotm Q FQ7W 'a m O _ C W EvJ w- L ate. w l J 3 Q o (71) Z o m In m Um lU m Q ZZ 0 � o LL a w /R � c V V Z O no m � F- m vN U. . 'k N > n �o o Y Y N M W Yto DATE: ��-i8ci(o DRAWN BY: BARBARA SHEET NUMBER OF I `? 20'-8' 20'-8' 20'-8' 21'-0' 12'-8' _ 8' 0' _ 8'-0' 12'-8' _ _ 12'-B' _ V-0' 8' 0' _ 1_3'-0' _ B"X24"X40" LONG FORMED & POURED HUGHES NFM-3U HANGER TIE BEAM W/3 #5 BARS @ GIERDERS (RAISE BEAM TO ACCOMMODATE GIRDER HANGERS) 4X4 P.T. COLUMN 4X4 P.T. COLUMN (SEE EN4X4 P.T. COLUMN (SEE ENG. NOTE #13) / (SEE ENG. NOTE #13) 4X4 P.T. COLUMN G. NOTE #13) (SEE ENG. NOTE #13) HUGHES NFM-3U HANGER _ I • — 12"X12" COLUMN BLOCK _� (2)2X12 BEAM \ I (2)2X12 BEAM � —� 1212Xi2 BEAM \ (2)2X12 BEAM W/4 #5 REBAR CONT. ap T-0' 6-4' ` 8' 4' 8' 4' 5' 4' 7' 0' Fi_ T-0' 5-4' ` 8'-4' _ 8'-4' 5'-4' T-4' 8"X24" FORMED & up `* II v POURED BEAM W/ v 4'-2 4'-2 4'-2 4'-2 4'-2 4'-2 4'-2 4'-2 4 #6 BARS IN #3 PORCH HB 5 3 HB PORCH • PORCH HB 3 HB PORCH I STIRRUPS @ 10" OC LINE OF SECOND FLOOR • m _ — • —LINE OF SECOND FLOOR— — • NE OF SECOND FLOOR • • __ ___. • • • SECOND FLOOR GIRDER TRUSS HUGHES "TGH" 3'-5' S-3' 3'-3' 3'-5' S-51 S-3' 3'-3 4'-1' GIRDER HANGER HUGHES WAM ANCHOR HUGHES WAM ANCHOR ° HUGHES WAM ANCHOR HUGHES WAM ANCHOR F in 450 +`9� W/ 3/4' X14' EMBEDDED W/ 3/4"X14" EMBEDDED 0+ 45 n �' 45° °�' W/ 3/4"X14" EMBEDDED W/,3/4"X14" EMBEDDED o+ 45° I In e�60 ANCHOR BOLTS ANCHOR BOLTS -- — 6.. 6 ANCHOR BOLTS ANCHOR BOLTS -- SB, 5 �� Sip 3 �� SG,p 5 LIVING ROOM LIVING ROOM • • LIVING ROOM LIVING ROOM • fV Ifl DINING 4 4 PINING DINING 4 4 DINING CD 5o m °o ., u) 0 0 0 0 6'-4' S-2' 4' S-6' 6'-8' 6'-80 T-6' 3'-2' 6'-4' 6'-4' 3'-2' 4' S-6' 6'-8' 6'-8' 3'-0' S-2' 6'-4' 450 450 450 450 I DW DW DW) DW ' I I I I 1 � i- -i � � � � I i 0.0F I N � UP U (V I O( O O I N mi UP U N I 010 I� KITC EN i m °' m i KI HEN Qi0 0i0 KITC EN i M °1 "' m KITCHEN OIO N '< m t I I I I I I 1 v v tYn 4 4 cn "v v 'v v co 4 `? cnn 'v v a in i 7 4 LL in p o o p in i» 4 m m m 6 1 I Q m m Q I I T • • 1 . 1 __... Q 1 --• . I I I IT111T .y 1 Q 1 2 I '^ . I I I I I `• It 10 1 ~ _ 9 fi• _ _ _ °p I I I 9 6'__ z ~ 9' 6" + m I 1 I I °f' 9' 6' z 8"X24"X60" FORMED & '~ m I I I I I 1 m I I I I I 1 m ' #5 BARS E TOP, J a Niv a a N N d POURED TIE BEAM W/3 I I I I� I I I I I I II I 1 3 y0�� 8"X24"X60" FORMED & 0�00 2� ��F�o�y • 1 CENTER. 1 BOTTOM od , f m POURED TIE BEAM W/3 � '' POWDER POWDER m 6, } POWDER POWDER ?� #5 BARS (1 TOP, o i�' UNIT 5 ~ _,�/ Q N N V .` , v N N. In m 0 1 CENTER, 1 BOTTOM �* mPd fV00K ,;P --op ap � _ 5'0' 5'-0' `y NOOK NOOK =�--� 5'-0' 5'-0' +" — NOOK p FOYER ° FOYER 1� • a FOYER o ° F YE v� • ` • • • • m m • • • — • • • • • • m col • • • 8"X24"X40" FORMED &POURED — 11066 - p6� 1546 - �p60 +O TIE BEAM W/3 #5 BARS @ GIRDERS HB 2 2 HB HB HUGHES TGH 5 HB (RAISE BEAM TO ACCOMMODATE 4 • HUGHES TGH H H 4 H • 4 GIRDER HANGERS) ---- 3'-0' GIRDER HANGER A h' 3'-0' • 3'-0' d: GIRDER HANGER A 9'-0' • m -- • — �' _s 9 - • _ — '� _ • _ 6' 8' m ( HUGHES WAM ANCHORS 8"X24"X40" FORMED &POURED 6' 8" 6'-8' • SECOND FLOOR GIRDER TRUSS B"X24"X40" FORMED & POURED `� HUGHES TGH GIRDER F` W/ 3/4"X14" EMBEDDED TIE BEAM W/3 #5 BARS @GIRDER TIE BEAM W/3 #5 BARS @GIRDER ^ CONCRETE FILLED CELLS HANGER W/3 @ 3/4" TRY\ EN R HUGHES WAM W/#5 REBAR CONT. EN R ANCHOR BOLTS (RAISE BEAM TO.A000MMODATE (RAISE BEAM TO ACCOMMODATE NTR THREADED RODS 0 GIRDER HANGERS) I 0 GIRDER HANGERS) ° (SEE ENG. NOTE #31 EMBEDDED THRU TIE 30 GARAGE 30 I HUGHES TG I 30 GARAGE 30 BEAM (TYPICAL AT ALL GARAGE HUGHES WAM HUGHES WAM ANCHORS GIRDERS) --- GARAGE HUGHES WAM W/ 3/4"X14" EMBEDDED ANCHOR BOLTS 8' 2'-0' 11 0' 11' 0' 2'-0' I 2'-0' 11'-0' 8 11'4' 2'-0' o, cu N N I N N v to to CD (D 4 4 I 4 4 cu 450 450 N N - 50 t� °P ZP ALL G9 A E DOORS ALL G GE D0 5, S �, ALL R E DOO °P )ND m+ m CD m (D ALL ARA DOOR' ° m MU T MEET T10 mph MU ME 11I m II coND COND m M T MEE 10 m 6 coND WINDSPE [/� ST MEET 1 m Im GATE WINDSPEED` ATE GATE WINDSPE�.. _ ATE 'v X'X7'0" OHGD 8'O"X7'0" OHGD 'v v B'0"X7'0" OHGO BV'7CT°H"�9Fk�® T UNIT 6 :, • BX16 PRECAST LINTEL BEAM BX16 PRECAST LINTEL BEAM • UNIT 7 UNIT 8 ., • 8X16 PRECAST LINTEL BEAM BX16 PRECAST LINTEL BEAM • _ __ MODEL E W/2 #5 TOP & 1 #5 BOTTOM W/2 #5 TOP & 1 #5 BOTTOM MODEL B MODEL C W/2 #5 TOP & 1 #5 BOTTOM W/2 #5 TOP & 1 #5 BOTTOM UNIT 9 SQUARE FOOTAGE SQUARE FOOTAGE SQUARE FOOTAGE SQUARE FOOTAGE MODEL F FIRST FLOOR 670 FIRST FLOOR 670 FIRST FLOOR 670 FIRST FLOOR 692 SECOND FLOOR 885 SECOND FLOOR 885 SECOND FLOOR 885 SECOND FLOOR 897 TOTAL LIVING 1555 TOTAL LIVING 1555 TOTAL LIVING 1555 T01`AL LIVING 1589 GARAGE 258 GARAGE 258 GARAGE 258 GARAGE 258 PORCH 111 PORCH III PORCH 111 PORCH III DECK 59 DECK 59 DECK 59 DECK 91 5-4' 3'-4' 2'-0' 8'-0' 2'-0' 2'-O' 8'-0' 2'-0' 3'-4' V-4' 6-4' 3'-4' 2'-0' 81-0' 2'-0' 2'-0" 8'-0' 2'-0' V-4' 6_8' 8'-8' 12'-0' 12'-0' 8'-8' 8'-8' 12'-0' 12'-0' 9' 0' 20'-B' 2W-8' 20'-8' 21'-0' FIRST FLOOR UNITS _6 - 9 =1' - 0' I NOTES: BUILDER TO FIELD VERIFY ALL DIMENSIONS. BUILDER TO VERIFY EGRESS WINDOWS. REVISIONS O N V _Z E F- DM ^ W Q U Z Z O N Z Q m a m uj N ° o w Li w c o � Z °om m Q n p � rn W M W 10 n o �o� E N E— L r J L Q 0 Q o CD 0 m � U m m m m 0 Zm MI o LL w r R v C (U Z o 0 m m L r m LL � m N D O D Y U Z Z m m Y N DATE: 9-18-96 DRAWN BY: BARBARA SHEET NUMBER 10 OF I <} D CK 6'0"X6'8" SGD 20'-8' 20'-8' 20'8" • --- — — --- - 8'-0' 81-0° 12'-8° 12'4" 8' 0' 8'-0' 13'-O" V-8' SHEAR WALL r. n 10'-8• m MASTER BEDROOM N 3'-4" �� 3'-4' --- i i'-8' _ g'-q' DECK I �4 14 SHEAR WALL 45°__ MASTER BEDROOM -BATH #1 no � BA TH #1 o ° \N N DECK 3'-4' 11 SHEAR WALL I • 11'-B' DECK I S �OW� 6'0' X6'B SGD ZP MASTER REOROOM N 450 �• _ 450 N MASTER BEDROOM BATH #1 0 °n BATH #1 / _ ( 0 ° N q lm� m (o0 cu, CN o o -WI CLOSET WI CLOSET WI CLOSET WI CLOSET m N zo N 6-0' 6'0 X6'8' SGD 10'-8' 5'-4" • J//, r %/// ////�//�//U�///////////�O/��/. %�� //UU��n •rn�/��/////ri/fib /u��7////��0� .7��//////I/��uq/� rUUi/�/��/////�/U�/�/��///�i, d /�///!/i �V� U/, q/✓//U�i/��u////�(/��///U////O, 7eU�� r r n � u� ev-- ttl--- PTACK STACK STACK /D I STACK W/D I I W/D % - W/D 3068 3068 I v I 'v I 3068 3068 1 WI CLOSET I -------I---I _ � I I -- ' SKY I - 4 I WI CLOSET WI CLOSET I _ -- SKY i SKY i WI CLOSET • SKY I Q-------- AC i LITE: o o iLITE- I � AC------_� -- -N-------- C � i LITE' - o o LITE ' \ C - ---- —4 - N i [FA _ _ [:A J __ N 5068 BF r- DN p ---- 5068 Bf 5068 BF� — 5068 Bf a \\\ 7 / T7 cc a -- 6-0 i 3 2' 6 �� lk _ 6 0� 4 3' 2' \ 3' 2• 6'-4' �i ATTIC < ATTIC 1 ATTIC ACCESS ATTIC z ACCESS' ACC SS (i z ACC SSi — CE 4 -o Lo 4 �, ---- 4 .y 0 to N to N �- - _ O 4' BAT #2 0 BAT #2 m 9,6• 9'fi' 4' ru If I BAT #2 Bl1T #2 9'-10, BERROOM #3 - _--- -- -.--- BEDRO.pM #3 BFf,R.: '7M #3 3' 2' - N 6 e•-- ~ .1 6' e' N 3' 2° a BEDROOM #3 s REQUIRED EGRESS REGUIRED 2668 /�� 2668 EGRESS EGRESS WINDOW 2668 2668 N (�nF�) WINDOW REQUIRED WINDOW SHEAR WALL ° SHEAR WALL REQUIRED .-FEAR WALL I REQUIRED SHEAR WALL 24 WjA CH ; I \ 24 WIARCH 24 WJAR H i -- - ` 24 W ARCH LL I \ I m ' m I I m 1 ID Ion to in o 0to to io 0 4a 4 3' 0' 3'-4° i I I 4' _ I 3ILo 3- ' � 3-5. 3_7. cli 0 0 ." 2'-4' L 1 f-0" ------ IV-0' T- 2 -4' cu 2'-4• I i V-0' 11'-0' I 2' 4' a 3 Q Q co UNIT 6 MODEL E J J EpR00M #2 a a o I I J ieoc BEDROOM.#2 Q ¢ Lo BEDROOM #2 BEDROOM.#2 .. 3 EGUIRED WIN OW 111 W EGR SS EGRESS ¢ REQUIRED S = WINDOW WI DOW C Ss a 2X6 BALLOON FRAME 2X6 BAL OON FR ME REQ IRED 2X6 BALLOON FRAME 2X6 BAL OON FRAME— u 24 W ARC SHEAR WALL SHEAR WALL \24 W ARCH i I 24 W ARCH SHEAR WALL SHEAR WALL 24 W ARCH ' SEE ENG. NOTE #4 ' UNIT 7 UNIT B I FOR CONNECTORS MODEL B I MODEL C SEE ENG. NOTE #4 i I FOR CONNECTORS I , I , - --I-- - - - - - - - - - - - - - - - I------------------i---- I L -- - - -- - -- UNIT 9 MODEL F 4'-10' 9 2' - - 9 2' 4' 10" 4' 10' [ - - 9 2' -- - - -- 9'-2' 4'-10' 6-8' -- 14'-0' - - 14'-0' 6 -8' _ — 6 8' �T- I4'-0' - 14' 0' 7'-0' 20'-8' -- --_ 20'-B' 21'-0' - -.. ---- ---- --- 83'-0' SECOND FLOOR UNITS 6 - 9 _. _14'=1'=On REVISIONS o a N 4' U Z o � D W Q C.) 0 Z Z < O v / 0 Q Q m a � U0) Ln m CU m � Z� v o w " U Z 0 no w Ln m m L UN,N Q Q > n o L 0 Y Y � � U z � Z 10 m Y N DATE: 9-1B-96 DRAWN BY: BARBARA SHEET NUMBER II OF 14 cn L0 fV m m I PON wool FIRST FLOOR ELECTRIC PLANITYPICAL) 1[4"=1' -0" SERVICE CALLS TABLE 220-32 GENERAL LIGHTING 50922 VA TOTAL SMALL APPLICANCE 64800 VA RANGES 108000 VA WATER HEATERS 40500 VA DRYERS 45000 VA HEAT 136800 VA TOTAL LOAD 446022 VA X DEMAND X 4370 TOTAL LOAD 191789 VA + 240 = 799 AMPS UNIT LOAD CALCS TABLE 220-30 1886 SO. FT. 5658 VA SMALL APP 3000 VA LAUNDRY 1500 VA DISHWASHER 1200 VA REFRIGERATOR 1500 VA TOTAL LIGHTING & SMALL APPLIANCE 12858 VA WATER HEATER 4500 VA RANGE 12000 VA DRYER 5000 VA 34358 VA 1ST 10 KW @ 10070 10000 VA REMAINDER (24358 VA) @ 40% 9743 VA TOTAL OTHER LOAD 19743 VA 3 TON HEAT PUMP W/BKW HEAT STRIP 30A X 240V- 7200 VA 7200VA + 8000VA=.15200 VA 15200 @ 65% 9880 VA TOTAL LOAD 29623 VA 29623 4- 240= 123 AMPS UNIT TO BE SERVED BY A 150A FEEDER MAIN CIRCUIT BREAKER 240/120V 1DIA 800 AMP ELECTRICAL LEGEND CEILING FAN 0 DUCTED FAN FLUORESCENT FIXTURE A CEILING INCANDESCENT npc CEILING PULL CHAIN ( A CEILING RECESSED WALL DUCTED FAN K�A WALL MOUNT INCAND 220 VOLT DUPLEX RECEPTACLE I BOTTOM SWITCH DUPLEX WP WEATHERPROOF DUPLEX A SPECIAL PURPOSE RECEPTACLE $$ DOUBLE GANG SINGLE POLE $3 TRIPLE POLE LDD DOOR OPENER O MAIN ELEC PANEL SMOKE DETECTOR N TFLEPHONF © TV OUTLET © CHIME DOORBELL INDIVIDUAL UNIT METERS W/MAIN C.B. 150 AMP TYP OF 9 001 1 0,000 TO UTILITY SUPPLY 3 SETS 3 #350 MCM IN °" CONDUIT TttLi-) UV2- T-%iRN py`�IN GROUND ROD ` WATER PIPE CONN ELECTRICAL RISER DIAGRAM N.T.S. NOTE: ALL ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NATIONAL ELECTRIC CODE, LOCAL ORDINANCES, AND POWER & LIGHT COMPANY. UNIT LOAD CTR HOUSE PANEL 240/120V 1 DIA 240/120V 1 DIA 150A MLD 30 CIR 100 AMP MLD 12 CIR TYP OF 9 TYP OF 9 1-1/4"" CONDUIT W/3 #3 THHN CU 1 #8 THHN CU 2" CONDUIT W/3 #2/0 THHN AL 1 #6 THHN CU REVISIONS O a N � C7 O Z U 0 J m Q coo U o Z z O Q Z m Q J IL m � N Wm 0 L a w c � o m Z O Imo n Q rn W ma O C ¢ M W E O v .. L c; . U J 3 1 r+ O Z 0 L0 m m N �.! m Q Z� L � o a w �c ci Z 0 0 no dLo 0 (— m , m L � R N Q a � O o Y Y n 2 U L N m Y DATE: 9-18-96 DRAWN BY: BARBARA SHEET NUMBER OF 1 0 SECOND FLOOR ELECTRIC PLAN (TYPICAL)___._1�4"=1' - 0" 24 W/AARR REVISIONS O a N � � Z J 0 � m Q to U 0 Z Z O N � Z z m a a m rn Lim m y. o LL a Ci V L ti Aomm Z ' n o 0 rn W m a and m n � O y m E_v� m L .+ � Y � 3 Q L O z m m . m Cu Um m Q ZL 2 . m o a w R � C U v Z 7 O no � d� F— U. � m u� N a n 0 � Y 0 U Z in N M W DATE: 9-IB-96 DRAWN BY: BARBARA SHEET NUMBER OF m Lo Cu FIRST FLOOR MECHANICAL PLAN (TYPICAL)._ 1/4'=1' - 0' 24 W/ARCH SECOND FLOOR MECHANICAL PLANPICAL) 1/4"=1' - 0" REVISIONS N �- Z C) � J Q FL m Z Z O C/) o Q a m J a Lo m cn cu W^ ■ a o LL LL w L wc C V In r Z ' al a o m �Oa)W m a c �v1 o EvJ W m t ., 3 0 O Z O m m Lo m N Um m Q Z° a o l w °' C (U Z 7 O no Q m uo vL _ Lo c Q � m v Cl � Y 0 Y � � U Z Z � m YN DATE: 9-18-96 DRAWN BY: BARBARA SHEET NUMBER 14 OF 14 ( J S S ^\ \ \ �c(, e LIMf7S OF 7 24 F - L TRANS. �m L k, u, r o �® \ EXISTING PAVEMEAJT`"� O „ J O RELOCATED � W C pLt ' LIGHT POLE C`7J !L W J < LIGHT POLE v INLE-T I< J 1 Z STORIES I Z LIIIJI TS (COAJ5TRLICTED) \ ..... F_ FIRE HYDRANT I O I L —•—/SS M H 15 CI) I `) )r7""` 5r-1�Z•J� <TyP) �Il n �.a_ of '��C"'- •E Zx-c'�. ��F-:V7\ON 4L(JtML l At,�ID Q PIN UC Z 0 0Q' �^ 1, ALL PI ANTING MATERIAL USED SHALL CONFORM TO STANOARU3 I -OR FLORIDA Q NO 1 PLANTS, AJ SPECAFILD IIJ "ORAD6S AND STANDARDN FOR NLJRSEiRY PLANT S" AS PUBLISI FED BY THE STATE OF FLORIDA DEPA12 fME NT OF AGRICULTURE AND CONSUMER SERVICES. m z w J 2. ALL LANDSCAPE (PLANTED OR EXISTING) SHALL NOT INTERFERE: WITH PUBLIC 3 Y w LL; UTILITIES, PEDESTRIAN TRAFFIC, VEI EICULAR TRAFFIC, F IRE RE SCLIE EFFORTS OR tL Q G DRAINAGE FACILITIES. o J ca v 3 IRRIGATION FOR PROPOSED SITE LANDSCAPING SHAH E9 Ill' 1 JII ED IiY TI IL: U-fILIZATION OF UNDERGROUND IRRIGATION SYSTL-M ( I f li ILI: I SHALLOW WELL WITH AUTOMATICALLY CONTRt I t ED I Al 1, - 1 -N, >;I I l I I I INSTALLED AS A LOW TRAJECTORY HEADS ALONG W Ifl 1 I,U f; %oa I1c= RA1FI ,::I it 11 OFF DEVICES. z 4 SOD SHALE- BE ST ARGENTINE FL.ORITAM GRASS OR APPRC)VF'1) EQUAL O V) 5 ALL EXISTING TREES AND ASSOCIATED NATURAL AREASTO BE PRESERVED 5 w SHALT- BE MARKED AND BARRICADED PRIOR TO COH6l RUCTION (SEE DEI AIL.) m 6, ALL LAR(,E/MEDII_JM TREES ARE TO HAVE A MINIMUM LIF IWIT ()110 FT W/ 1.1121, DBFI AND A 5 FT. CLEAR TRUNK AND A 5 FT CANOPY Al PLANT If IG 7 THE PROPOSED PLANTINGS ARE CLASSIFIED AS "WAIT k Wk.:.I:' IYPES w 8 PROPOSED TREES AND SHRUBS TYPES SHOWN MAY hF SLJh;, ill Ul ED WI I tl G OTI IL R SPECIES FROM THE ST. Li )CIE COUNTY LIST OF A((EP I ABLE PLAN ZINGS p BASED ON AVAILABILITY, ONLY WITH PRIOR APPROVAL B f (,1 ;l1NTY 9. MULCH ALL PLANTED MATERIALS WITH 3" LAYER OF Mt L _1 I z z 10 SYNTHETIC LAWNS OR PLANTS SHALL NOT BE USED IN LIEU Cf TI IE PLANFING REQUIREMENTS. > O DEVL LOPER AGREES TO MAKE CONVERSION/CONNECON OVER 10 S F LUCIE 11 T t fr. rr O z U COUtITYRECLAIMED WATER DISTRIBUTION MAINS WHL N AVAILABLE IN FLJ1IJIRI - 12 TREE: PLANTING REQUIREMENTS 1 TREE PER 2,500,131 �II t ,i, H AREA w w x O z A) EFFECTIVE PROPERTY AREA = 16,880 S F Ir u o B) 16 880 S F / 2,500 = 6 75 OR 7 TREES REQUIRED U) a C_ m c� C) 8 T REES PROVIDED (a PALMS _ -5 - 4 514ADE'TKEE5 + 4 0AK5 - S TREES) - ❑ ®❑ ❑ LO LIVE OAK 1 5" CAL. P SABAI_ PALM 15-25' B&B S SE1RtJB' 18-24" TO BE FI?OM T'I IF- ST LUCIE LIST OF ACCEPTABLE PLAHI IFu;:; LANDSCAPE PLAN PROVIDED BY: J. MONTALTO, REGISTERED LANDSCAPE ARCHITECT FLORIDA LANDSCAPING CORPORATION VERO BEACH, FLORIDA 32960 TELE : (561) 569- 5320 z YES YES YE:iS a a� z Wo > 0 W z z Y0 QQ a -J W a o a N o � o Qa a (n w Wcr _o 2LLJ w I- z O U W m v u� r I I� rvN Z c N ,rt O mh Z ¢C N E.X III 7 c li W s z' IIrnk w _Q+ v7 RlN LLJ ' o .`r A l m 7 LL Z a IL o� oa ov Mf all PROJECT N0. ll'' y 9G - I fG APR 101997 A ^HEEL I OF /