36808 Precita Ter - Laserfiche WebLink

Browse Search

FILLED CELLS (SEE PLAN) v�rc�vc F GONG. OR PAVER 6ARA6E WALL DRIVEWAY BEYOND 6ARA6E SLAB m 4" (5EE PLAN) d d e 16"x8" THICKER EDGE W/ (2) #5 GONT. THICKENED EDGE @ 6ARA6E DOOR DETAIL SCALE: NITS 8" GMU BLOCK (1) #5 VERT. FROM FT6. — TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" 6ROUT CELL SOLID z X c L a3 O 6RADE o -'f ' 1=1 cn 8" WIDE GONT. GONG. CURB N GARAGE SLAB } (SEE PLAN) .. .d.° d III — ICI ICI —III ° e ICI —ICI —ICI —ICI —_III ° d ° ° II—III—III-111 III —I 1 I —III_ 1) #5 DOWEL W/ 6" HOOK AT ALL VERT. WALL REINF. III—� Ill —Ill = IIII i l' (SEE PLANS FOR LOCATION) GLEAN GOMPAGTED FILL ® q5% WI TH MONOLITHIC FOUNDATION STANDARD DENSITY W/ (2) #5 GONT. ON GHAIR5 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS G �t6 CURB DETA 1 L 8" GMU BLOCK BEYOND R4.1 FI-FOIL OR EQUAL EXTERIOR DOOR OVER 3/4" FURR STRIPS MTL. THRESHOLD -PER BUILDER SET IN SEALANT HOUSE SLAB (SEE PLAN) PORCH/PATIO/LANAI SLAB OR PAVERS (SEE PLANS) PER MANUF. —I 11=1 I I I=1 11— • III —III —III— I I=1 Jill III=III=cx=III a III —I II —III —III_ '—III=1 � III=1 I I=1 I I —III —I 1I- 1=1 m I I d I=1 I I —I 11= w =1 I 1=III=111=1 I 1-1 MONOLITHIC GLEAN COMPACTED =III= I I' FOUNDATION W/ (2) #5 FILL ® q5% STANDARD WI TH GONT. ON GHAIR5 DENSITY AND TERMITE TREATED 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS EXTERIOR OUT5W1 NG 156D POURED 51 LL5 DETAIL 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL 50LID zX co C)--A GRADE III —I I — *I 1111I 1J �=111 m I R4.1 F I -FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) III —III —I � 41 I —III —I I —I °d a I I —III —III —I � I_ -1 I I- 1=III— III 1) #5 DOWEL W/ 6" HOOK AT —_ e _ ALL VERT. WALL REINF. 1 1 1 1 III —III —III I =1 I (SEE PLANS FOR LOCATION) GLEAN GOMPACTED —III_1� FILL o 515% WI TH MONOLITHIC FOUNDATION STANDARD DENSITY W/ (2) #5 GONT. ON CHAIRS 2-STORY: 1'-4" WIDE w/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BARS SOOTING SECTION !N/ BLOCK DETAIL SCALE: NTS 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL BEYOND OVER %" FURR STRIPS EXTERIOR DOOR -PER BUILDER MTL. THRESHOLD HOUSE SLAB SET IN SEALANT (SEE PLAN) PAVERS (SEE PLANS) .d d I I I —I I I —III —I I III I � I —III —I � I —I =1 11=1 11= r 1=1 I I 8 I I F9119 1—_I 11 —I I I_I I I-1 I I-1 I l—III I- I=1 m III I I d I —III —III - I -I I — III-1 11- 11 III=III III III MONOLITHIC GLEAN GOMPAG I ED " III = �= I' FOUNDATION W/ (2) #5 FILL o q5% STANDARD WI TH GONT. ON CHAIRS DENSITY AND TERMITE TREATED 2-STORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BAR5 ENTRY DOOR DETA 1 L 6 �c,aLe: NTS 3Y2" GONG. SLAB WIDTH PER ARCH w/ WWF OR FIBERMESH REINF. LU OVER 6 MIL. VAPOR BARRIER } a C —, 4v z MIN m � 8" 8" (2) #55 GONT. 5LA5 RECE55 AT 5HO NER 8"x8" THICKENED — SLAB W/ (1) #5 GONT. PATIO/PORGH/LANAI SLAB (SEE PLAN) THICKENED EDGE DETA I L 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID PORGH/PATIO/LANAI SLAB OR PAVERS (SEE PLAN) z _J_ d4 .G ' I=1 �i EXP JOINT v ml R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE 5LAB (SEE PLAN) d ° ° I —III —III —I I i'— ° ° 11= 1) #5 DOWEL W/ 6" HOOK AT III=III- ALL VERT. WALL REINF. III=)I1=III=1 I III= (SEE PLANS FOR LOCATION) GLEAN COMPACTED 7 I I� � I I I 1=1 11= 1 I I, , I I 111-111— MONOLITHIC, FOUNDATION FILL ®q5% STANDARD DENSITY WI TH W/ (2) #5 GONT. ON GHAIR5 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS EXTERIOR HALL @ PORCH/RATIO/LANAI DETAIL SCALE: NTS Y 2" GYP: BD. EA. SIDE OF 2x4'5 ® 16" O.G. Y2" J-BOLTS 6" FROM EA. y END OF WALL AND SPACE ® 32" O.G. 2" (6" MIN. EMBED) STUD PLATE TIES PER PT BOT. PLAN ® STUD TOP 8 PLT. BOT. IL d.. _ a .41 (2) #55 GONT. W/ 3" MIN. CLEAR UPLIFT CONNECTORS SUCH AS STUD PLATE TIES, HURRICANE CLIPS, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALLS NOT 5UBJEGT TO A CALCULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE 5UGH HARDWARE WILL BE SPECIFICALLY NOTED ON PLAN. GARAGE 5TEIM DOWN DETAIL SCALE: NTS 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" 6ROUT CELL SOLID cz X L �o O BADE z ;III-11 d a . III - a' .dd° R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR 5TRIP5 -PER BUILDER HOUSE SLAB (SEE PLAN) —III—_— PVG GHA5E SLEEVE TO BE ' II i I Mi I I Ill—III=1 TWICE THE DIAMETER OF 1 �—III— III —_I ' I I III III —I 11=1 I I I =1 I I PROTECTED PIPE GLEAN GOMPAGTED 11, 1 111 11111 I I I 1 i 1 I I I- FILL @ q5% MONOLITHIG FOUNDATION STANDARD DENSITY WI TH W/ (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BARS 8 GH�SE nET� I L SCALE: NTS .a: seal: M� 7-24 0 ®�% 0 MULHERN & KULPJAN 19 202 © copyright : Structural Engineering, Inc. 0 z z LU w w Z c Z Z rn J CID Q CE Z .n F— U_ V -'t O. LU� cn E m a J� > 1 a� D Z W o 0 CP o m y W _ C N CM CL IV M&K project number: 068-2001 1 project mgr: JSB drawn by: BC issue date: O `[ -1 8-2 2 REVISIONS: date: initial: 2 d (� O J � d J LL. ui W p z 0 Q � o. Z � (n d d � J LIJ 0 ~ z LL. O.� J J sheet. SCALE: NTS 0 SCALE: NTS M SD-1 r---- 1 I i I --- - - if — -- -- ,.�.i - :I--- -