36880 Precita Ter - Laserfiche WebLink

Browse Search

A. 'a Na 24 seaE 1 ® ' AT Cr- n 0 FILLED CELLS (SEE PLAN) 4" GARAGE I TOP YIEW @ CORNER GONG. OR PAVER 6ARA6E WALL DRIVEWAY BEYOND GARAGE SLAB m 4 (SEE PLAN) I6"x8" THICKEN EDGE N/ (2) #5 GONT. THICKENED EDGE @ &ARAGE DOOR DETAIL SCALE: NM 8" GMU BLOCK 8" WIDE GONT. GONG. CURB (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ N FOUNDATION DOWEL I�I—6ARA6E SLAB MIN. 30" GROUT CELL } (SEE PLAN) 5OL 11 4� c a III —III —III —III � 0 6RADE _ III III III III I' �—III—III- � I —III III —III —III —I � �— '—III=1-�1I- �I- I=1 m III I I= I=1 11= 1) #5 DOWEL W/ 6" HOOK AT ALL VERT. NALL REINF. III—� III —III = IIII I' (SEE PLANS FOR LOCATION) 11=III—III—III—I _ GLEAN COMPACTED FILL ® q5% NI TH MONOLITHIG FOUNDATION STANDARD DENSITY W/ (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" WIDE W (2) #5 BARS 1-5TORY: 1'-0" WIDE N/ (2) #5 BARS G t6�EC�Iflll DITAILSCALE: 8" GMU BLOGK----_ BEYOND EXTERIOR DOOR MTL. THRESHOLD —� 95ET IN SEALANT PORGH/PATIO/LANAI SLAB OR PAVERS (SEE PLANS) R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) �. a ° PER MANUF.. —III—III- cx I —III ° 111=111=111—I I I '—III-1 � III —I I a I I —III —III —I I I 11 Ed I E� I I- - n 1=1 in 1111I I I d 11=III=Ill- �t w 1=11— ITI-11�— m w III I I I C I —I � 1—III 11 I- 11=111=111=111=1I1-1 MONOLITHIC III _I I �= I l FOUNDATION W/ (2) #5 GLEAN COMPACTED GONT. ON CHAIRS FILL ® q5% STANDARD NI TH DENSITY AND TERMITE TREATED 2-5TORY: 1'-4" HIDE w/ (2) #5 BARS I -STORY: 1'-0" WIDE N/ (2) #5 BAR5 a EXTERIOR OUT51NIN6 I$ 56D POURED 51LL5 DETAIL SCALE: NM - 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL 50LID zX a� O GRADE ''11I1=115 =111111�1`'ll '—I I fil I R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) III=11i'(1) #5 DOWEL W/ 6" HOOK AT I— _=III=_I I ALL VERT. WALL REINF. l I I I I I=1 1=1 I I I =1 I I (SEE PLANS FOR LOCATION) GLEAN COMPACTED FILL ® q5% MONOLITHIC FOUNDATION STANDARD DENSITY NI TH H/ (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" HIDE W (2) #5 BARS 1-5TORY: 1'-0" HIDE H/ (2) #5 BARS �OOTI NG 5ECT1 ON YV/ 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) 4 . d d d III —III III III— —I 11=1 J III —I I I I —III —III —I 1I- �—III-I- ' I=1 m III I I d. I I —III —I 11= III, III„ I I —I 1—III I I I-''T' � MONOLITHIC GLEAN GOMPAGTED I 1 —1 I _F_ 11FOUNDATION N/ (2) #5 FILL ® q5% STANDARD WI TH GONT. ON CHAIRS DENSITY AND TERMITE TREATED 2-5TORY: 1'-4" HIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE N/ (2) #5 BARS 6 ENTRY DOOR D�T� I L SCALE: NTS 12"�Pxb" LONG PRE55URE SIMP50N TITEN HD TREATED BOTTOM SGREH5 ® 4'-0" O.G. PLATE AND 12" MAX FROM END OF WALL UPLIFT CONNECTORS SUCH A5 5TUD PLATE TIES, HURRICANE CLIPS, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALLS NOT SUBJECT TO A CALCULATED NET UPLIFT FORGE. WALL HHIGH REQUIRE SUCH HARDWARE WILL BE SPECIFICALLY NOTED ON PLAN. 111 I NT. BEAR I NCG WALL POOTI NCG DETAIL SCALE: NTS 8"x8" THICKENED — SLAB H/ (1) #5 GONT. r-PATIO/PORGH/LANAI SLAB (5EE PLAN) TH I GKENMD E D EDGETA I L SCALE: NTS 8" GMU BLOCK (1) #5 VERT. FROM FT6. TC BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID PORGH/PATIO/LANAI SLAB OR PAVERS (SEE PLAN) z i EXP JOINT v m 'd II I IIIII I II III=1 I 1=1 °: II=III=1I1= R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) FR. (I) #5 DOWEL N/ 6" HOOK AT III 1I1= ALL VERT. NALL REINF. III III —III I III (SEE PLANS FOR LOCATION) GLEAN COMPACTED -� I„IIII—III—III .I I -111— FILL a q5% MONOLITHIG FOUNDATION STANDARD DENSITY WI PTH W/ (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE H/ (2) #5 BAR5 EXTERIOR WALL @ PORCH/PATIO/LANAI DETAIL SCALE: NM )/2" 6YP. BD. EA. SIDE OF 2x4'5 ® 16" O.G. Y2" J-BOLTS 6" FROM EA. END OF WALL AND SPACE ® 32" O.G. 2" (6" MIN. EMBED) J STUD PLATE TIES PER } PT BOT. PLAN ® STUD TOP PLT. BOT. 0 °d (2) #5'5 GONT. N/ 3" MIN. CLEAR UPLIFT CONNECTORS SUCH AS 5TUD PLATE TIES, HURRICANE CLIPS, AND ANCHOR BOLTS ARE NOT REQUIRED ON HALLS NOT SUBJECT TO A CALCULATED NET UPLIFT FORGE. HALL HHIGH REQUIRE SUCH HARDWARE HILL BE SPECIFICALLY NOTED ON PLAN. 6ARA&E STEP DOWN DETAIL SCALE: NTS 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ HOUSE SLAB FOUNDATION DOWEL MIN. (SEE PLAN) 30" GROUT CELL 50LID z d .. d. III —III —I o RARE I I —III —III —III —I m ,III -III —III -III °� a°. °° II -III —III —III— 1'' III —I I —III—I I I=III- PVG CHASE SLEEVE TO BE Ii=III III -III—III—I TNIGE THE DIAMETER OF O I �� III —III _ °—= III —I I PROTECTED PIPE I I III III —III III � —� I I GLEAN GOMPAGTED FILL ® q5% MONOLITHIC FOUNDATION STANDARD DENSITY WI TH W/ (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" WIDE W (2) #5 BARS I-5TORY: 1'-0" WIDE N/ (2) #5 BARS 8 GH�rS� D�T,4I L SCALE: NTS © copy1iAfJM1H N P ? Structural Engineering, Inc. QCD z JLU w w Z o CD Z C w nQ.. L Q Cl) 0 m Z= Q�. F- A C c C T � m E a J'_ Q � CD o Z W .- co Y 2 T y W M LID G N = M n IV M&K project number: 068-200 1 1 project mgr: JSB drawn by: DJ R issue date: 01-1 3-2 2 REVISIONS: date: initial: C Q FUTURE 8" GMU 0 BLOGK #5 VERT. BAR TO BE J T, — LOCATED PER PLAN � ►—� LL DRILL 6 INTO EXIS 6 I D_ IN GROUTED GELL W 5LAE3, EPDXY � DRIVE I I to #5 DOWEL, PROVIDE MIN. (D 30 LISP SPLIGE I I I m W O Z 3 )12" GONG. SLAB WIDTH PER ARCH N _ a I I � Q a FIBERME514 REINF. r� OVER 6 MIL. I I W VAPOR BARRIER z a UJ GRADE _J 11 11=1 111 I I a 1=1 11=1 1=1 11- � � 4" z =1 I I I-1 I I d III=1 I F E I F Q MIN In _ =1 1 1 I 1=1 I = 1= I- < a" 8" (2) #5'5 GONT. '=1 I I1 I I a III=1 1- ,� (y) U) 0 �z z L J J sheet: DOIW L RETROFIT DETAIL SLAB R G 55 AT 51011ER 5GA E: NTS 51M. o GMU STEM FOR DROPPED GRADE SCALE: NT5 �- SDpm