6975 Faben Ln - Laserfiche WebLink

Browse Search

x a 8" GMU BLOCK 8" WIDE GONT. GONG. CURB (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ �n FOUNDATION DOWEL 6ARA6E SLAB MIN. 50" 6ROUT GELL > (SEE PLAN) SOLID III=11I II1=111= 0 6RADE < III —III —III —III —I I' III —I III I I I I —III —III I- - I=1 m III I i I=1 I I- =11 - III--- U #5 DOWEL W/ 6" HOOK AT ALL VERT. WALL REINF. (SEE PLANS FOR LOCATION) LI_IIIIiIIIIITIIII��I _ GLEAN GOMPAGTED FILL ® 515% WI TH MONOLITHIC, FOUNDATION STANDARD DENSITY W/ (2) #5 GONT. ON GHAIR5 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS I -STORY: I'4' WIDE W/ (2) #5 BARS G t�6E CURB DET,�IL 8" GMU BLOCK BEYOND R4.1 FI-FOIL OR EQUAL EXTERIOR DOOR OVER 3/4" FURR STRIPS -PER BUILDER MTL.. THRESHOLD HOUSE 5LAB SET IN SEALANT (SEE PLAN) PORGH/PATIO/LANAI SLAB OR PAVERS (SEE PLANS) PER MANUF. —III. III->Y I III III III —III —I 11- '—III I -� III=1 I a I I III —III I I I- ' I -I m I I I 11 d 11-111—I = 11, 11=1 I— I I I —I 11m w I I I I I III —I I I_I I I —III— ' II —III —III —III —III—' MONOLITHIC, GLEAN COMPACTED III -11 I -I 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 I -STORY: I'-0" WIDE W/ (2) #5 BARS ((—atzz�EXTERIOR OUT5AING 4 56D POURED 51LL5 DETAIL SCALE: NT5 8" GMU BLOGK R4.1 HI -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) 50" GROUT GELL 50LID Z III III III-1 o GRADE III —III —III III _ a I I —I I I_= —III I I I III —III —I I I _`' —I I— ° I 1) #5 DOWEL W/ 6,HOOK AT _ IIIIII-_I I ALL VERT. WALL REINS. 1 1 11 III-1-111 11 (SEE PLANS FOR LOGATION) GLEAN GOMPAGTED FILL ®q5% MONOLITHIC, FOUNDATION STANDARD DENSITY WI TH W/ (2) #5 GONT. ON GHAIR5 2�2-5TORY: 1'-4" WIDE w/ (2) #5 BARS -5TORY: 1'-0" WIDE W/ (2) #5 BARS r—OOT I NCG 5ECT I ON IN/ BLOCK DETAIL 2 :GALE: NT'S 8" GMU BLOGK R4.1 FI-FOIL OR EQUAL BEYOND OVER %" FURR STRIPS EXTERIOR DOOR - -PER BUILDER HOUSE SLAB MTL. THRESHOLD (SEE PLAN) SET IN SEALANT PAVERS (SEE PLANS) III-1 I I � II dI— —III —I i '=1 I - III I I I III —ICI —_ICI _ I I m III I I `. d I I —III —III- III I I=1 � III —ICI —III ICI—MONOLITHIC GLEAN GOMPACTED —1 11= 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 I -STORY: 1'-0" WIDE W/ (2) #5 BARS 6 ENTRY' DOOR DET�r I L SCALE: NTS 3,142" GONG. SLAB WIDTH PER ARCH w/ WWF OR FIBERME514 REINF. OVER 6 MIL. Q VAPOR BARRIER a ° a a4 Q 4v z MIN c� 8 a (2) #5'5 GONT. 5LA5 RECE55 AT 5H0lNER SCALE: NTS PATIO/PORGH/LANAI SLAB (SEE PLAN) �111=III=11'- I-=1 ' I= 1—III-1 I I—III—III-1 11-1 11-' 8"x8" THIGKENED -1 I I; I I II II I II I I I ,III—i SLAB W/ (1) #5 GONT. 3 THICKENED EDGE 17ETA I L SCALE: NTS 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO R4.1 FI-FOIL OR EQUAL BOND BEAM. LAP w/ OVER 3/4" FURR STRIPS -PER BUILDER FOUNDATION DOWEL MIN. 30" GROUT GELL SOLID HOUSE SLAB PORGH/PATIO/LANAI (SEE PLAN) SLAB OR PAVERS (SEE PLAN) EXP JOINT m l=1 I a e d —III-1' 1) #5 DOWEL W/ 6" HOOK AT ' I III-1 I I-1 -1 I=1 11= ALL VERT. WALL REINF. =I I III=1 I I I I I I 1 f I I (SEE PLANS FOR LOGATION) GLEAN GOMPAGTEDI— FILL ® 515% MONOLITHIC, FOUNDATION STANDARD DEN5ITY WIDTH W/ (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS .� EXTERIOR 11»AlI @ PORCH/PATIO/LANAI DETAIL SCALE: NT5 NOTES: 1. UTILIZE 2-PART EPDXY OR OTHER EN61 NEER APPROVED EQUAL (I.E. SIMP50N ET EPDXY). 5EE TYP. FOUNDATION 2. PROVIDE /4 DIA. HOLE FOR DETAIL5 FOR ADDITIONAL DOWEL, BLOW OR BRUSH GLEAN. INFORMATION NOT SHOWN 3. FOLLOW MANUF. INSTALLATION HERE INSTRUGTION5. FUTURE 8" GMU BLO GK #5 VERT. BAR TO BE DRILL 6" INTO EX15T'6— LOGATED PER PLAN 5LAB, EPDXY 4 DRIVE I I IN GROUTED GELL #5 DOWEL, PROVIDE MIN. 50" LAP 5PLIGE I I N I I z d a a I I 1=III=111=111=1 6RADE u a III—III—III—III_III. o ' =1 I I—III—IIII I I a II L 11 111 11- _ —III III —III IIIIII—I I i III-1 I I —III a IIII—I 1- 1—IIIII1 a II1-1II M 155 OW RR® I T TAIL SCALE: NT5 51M. � GMU STEM POR DROPPED �4D Y2" 6YP. BD. EA. 51DE OF 2x4'5 ® 16" O.G. Y " J-BOLTS 6" FROM EA. END OF WALL AND 5PAGE ® 32" O.G. 2" (6" MIN. EMBED) w x STUD PLATE TIES PER PT BOT. PLAN ® STUD TOP I PLT. BUT. O d <d 6 47 (2) #55 GONT. W/ 3" MIN. CLEAR UPLIFT GONNEGTOR5 5UGH A5 STUD PLATE TIES, HURRIGANE CLIPS, AND ANGHOR BOLTS ARE NOT REQUIRED ON WALLS NOT 5UBJEGT TO A GALGULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE 5UGH HARDWARE WILL BE 5PEGIFIGALLY NOTED ON PLAN. n SCALE 6ARA6E 5TEP DOAN DETAIL : 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" 6ROUT GELL 50LID X Z Q d ' 4, e e u d °,. ° III=III—III=III=1 .. o RAPE PVG GHA5E SLEEVE TO BE i TWIGE THE DIAMETER OF O I PROTECTED PIPE GLEAN GOMPAGTED FILL @ q5% MONOLITHIC, FOUNDATION 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 8 CH BE 17ETA I L SCALE: NTS 7 NO 82 *; * err a � •e TE ' e L 4 ILL JAN 1 2022 © copyright: MULHERN & KULP Structural Engineering, Inc. CD Z J� w w z C7 Z o rn w J Q ` ci Z� E -.4. �a to U F _ G 'O d .5 to .J m E a ~ > . °' o .� Z LY vo � � y LY M L0 0 T— N C M G. M&K project number; 068-2001 1 project mgr; JSB drawn by; DJ R issue date; 01-1 3-22 2 REVISIONS. date; initial; Q Q a � O � J u Q z W 0 o a Z � W 0 W � J z Z LO 3: 0 U > 0 z sheet: SDm I