6346 Back Forty Lp - Laserfiche WebLink

Browse Search

- - - - I - - I . I I I — , " — - 01 31: LO CN t2 t2 11R C14 LO C14 LZ C14 CD NO 04 01 04 Ck: �i Cn 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON ( 11/4" MIN. EMBEDMENT INTO BILK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 2 x 8 45^ DIAGONAL BRACE(S) BUILT UP PLWD. BUCK SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS U DOOR JAMB (REFER x4 1/2" DRYWALL DOOR JAMB (REFER r-1 X4 /2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL F P T P.T. TO PRODUCT TO PRODUCT TO PRODUCT , 4 )N 'Ot APPROVAL FOR C NN. (11 t411\4 APPROVAL FOR CONN. t I_1x4 APPROVAL FOR CONN. -\-I X 4 E 3-1/4" LONG X 3/116"0 1:1 1 1 x4 P.T. FURRING 3/16"0 X 3" LONG TAPCONS E FURRING (2) ROWS 3/16" x 3-1/2" '*4"2X8 FURRING TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4" 2X8 BLOCK@ SPACING 1 DETAIL O.C. 2-ROWS INTO 1x8 P.T. Im FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH JYR 1X8 PER MANUFACTURE MASONRYTHROUGH 1-1/211 DETAIL 1 x8 w/ (2) ROWS 8d NAILS 3" DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12- O.C. -3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN, N 1x4 1x4 1/2" DI 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT F TO PRODUCT 2" EDGE DIST. E DIS7 APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" 11 1 x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH 1x4 k2'.'ED:G: 11 TAPCON @ 16" O.C, & L END w/ MIN. 2" EDGE DIST. IST FURRIM 4" FROM EACH END w/ 2x8 P.T. W16 ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 1063" 2x8 1). ME711-All 1) 1 IA" nC=All STAGGERED @ 12" O.C. -4-1 IAII r)PTA 11 BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS SCALE: N.T.S. 1/4"MAX 'T SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2'-0' 8d NAILS AT 8" O.C. AT BUCK (4) 10d NAILS INTO 2 x 8 BRACE/ BLKG. 7/16" OSB CUT HOLE IN O.S.B. FOR ARCH PANEL POLY -CELL IN THIS AREA (4) 1 Od NAILS INTO 2 x 8 BRACE/ BLKG. 2 x 4 SOL D BLKG. ( WI O ) . INSTALL WDW. SCREW ANCHOR-1 INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL SCALE: N.T.S. � �S BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BT VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" 2x8VERT.BRACE(S) BUILT UP PLWD. BUCK - — SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW----' ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS — SECTION A -A 8" 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 3 1/4" TAPCON (111/4" MIN. EMBEDMENT INTOI�.) /4" MAX 2'-0" SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 VERT. W/ (2) 1 Od NAILS AT EA. END LEAVE A CUT OUT IN O.S.B. ON TgEz�-�- INSIDE TO ALLOW FOR INSULATION ----------- TO BE INSTALLED 7/16" OSB ARCH PANEL "-2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4) 1 Od NAILS EQUAL THRU OSB INTO 2 x 8 13-13 ARCH DETAIL SCALE: N.T.S. �, �S 1/4" x 3 1/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 2 x 8 45 DrAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 1 Od NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4'MAX. RAD. SECTION B-B 8" EQUAL PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC MAX. 8" PROPER INSTALLATION FILL SOLID BOTH CELLS #5 REB, (TYP,) STD. 90' HOOK C r7L L111 71 .... — NOTCH WEB AT FIRST 2 COURSI .APACtTY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"A 1/2" SDS SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4M." WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 112" HID TITEN (CENTERED) W/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE LL (5) 12d NAILS IMPSON 2X6 TO 2X4 H2.5A W/ (10) 8d NAILS NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR 'IN". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1 41. EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL ��P/ER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. . ..... > N SEALANT PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE S ALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BY--/ TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN #2 CONT (MATCH T . ..--- IF TRUSSES USED) W/ (2) #6 X 4%' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY SCALE: 3/4" V-0" MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W * W M AT PERIMETER WHERE THIS CONDITION OCCURS #5 CONT. TOP & MID WITH MIN. 3" COVER 61-0" 4 GRADE 7 Cn z C,4 (2) #5 REBAR. (11 -STORY) (3) #5 REBAR. (2-STORY) 16" MIN. (1-STORY) 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN �R YP.) rHE �S UNACCEPTABLE INSTALLTION DO NOT DO THIS 11101111" 4# #5 REBAR (TYP,) 4# 4* 90- HOOK (TYP.) IOTCH 1WB @ FIRST COURSE 4k FILLED CELL INSTALLATION H SCALE: N.T.S. Ss SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW 2x SUB FAS CIA ALUM DRIP EDGE ALUM FASCIA BRG WALL TYPE P ER PLAN 1-3/4" TRIM PAINTED SS NAIL w/ 5/16" HEAD F CHANNEL DIA. @ 24' O.C. FASTENED PE� NOTE 2 BELOW--L—V--L CONT VENTED OR SOLID SOFFIT CONT 2X4 NAILED TO 2x BLOCKING NAILED TO TOP BLOCKING W/ 2-12d NAILS CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. 1 . G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: CMU W/ T NAIL.097" DIA. @ 24" O.C. W/ 5/8" MIN. EMBEDMENT - WOOD W/ (3) 16 GA. 3/4"xl/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN SUB FASCIA W/ 16 GA. 3/4"xi/4" CROWN STAPLE @ EACH GROOVE STRUCTURAL SOFFIT SF01 SCALE:3/4" = V-13" FOR ALUMINUM SOFFITS �IITH SPANS S & REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FIL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* + + + + + + + + + + TRUSS 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL- SCHEID. TRUSS AS SHOWN FOR O.H. UP TO T-16" * DOUBLE 2X4 SCAB FOR Z-16" TO 4'-0" O.H. 4 (2) 1 Od NAILS @ 8" O.C. 71y TO TRUSS TOP CHORD + PLYWOOD SHEATHING + + IRU DO SS AS UBLE H WIN FOR O'� ;i CAB FOR 2 -(I� 2X4 S j4 +,VQ �, '10 LS 12 dNA To TRUSS To + PLYW + BLOCKING AS + + REQUIRED TO + + SUPPORT SOFFIT + ENTER SOFFIT PRECAST LINTEL N — % SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION SCALE: 3/4" = V-0" -QPI= -QHI:I=T r)9 Alkin SIMPSON HTT4 W/ (18) 1 Od x 1 5/8" DIA. ALL THREAD ROD EPDXIED W/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: 3_ - z 0 U_ 0 LU U_ 0 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM10KTA @ 12" O.C. w/ (4) 1/411/2" SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 314" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1 St 4 COURSES SOLID W/GROUT - . , FOR OVERHANGS BETWEEN OVER 11/2" CONTACT ENGINEER OF RECORD FOR I 1:.-� 1 FURTHER INSTRUCTIONS. A OVERHANG RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 314"TO 11/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 11-011 51-011 .01 #5 BAR CENTERED W/ 12E HWf% IN TOP A C? KNOCKOUT/ EN CHAIR BLOCK MONO FOOTING SIZE AND REINF. PER PLAN AND SECTION DETAILS CLEAN FILLJ DIRT ffTANDARD go. 00 9 H K #5 BAR IN FILLED CEL_ L V L L, V 'V L, L 10, . IV Sk STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SECTION DETAILS SCALE: 3/4" V-0" DTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY 2") #5x6'EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6'EMBEDDED INTO EXISTING FOOTING DRILL 314"x5" MIN. HOLE SET BAR IN EPDXY /nk Ur..�f ILI ^^&I^ SAW CUT A/ rA SECTION EXISTING FOOTING SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. C" C-i 93 C" C%4 _0 JE C.-I I:= 5s cc cd - 13: — W 10 =3 rE a V'). C14 C-) ry N 0 No P 0, - *: .* :: CC:: S T A T _E OF -Qj 0 0 r) , , " )L )n and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W a E 9 C-4 8 8 R 6 C', 6 C (A 0 0 u. UD),U_1'4- 32 Le N 0 0_ LU U" - CL 6] L 3 U_ .0 Z 13 = -6�; 8, 0 :0, Z 1=0 - v 0 � a i f; 9 Lu :3 i5 04 W 0 r- W co z cc C, 2 U) Z, 0. P. 04 1:1 z W M aefl < t P1 V) W 0 C1 .2 — 2- Cn - M_ 0 (/) C�-_ BID V) .5 (n ai C: I_ — E oilLU U 5 CIO 2 Cl> C1_:` z 2 i z< z 2 --1 U_ E .1 0 -0 Zo <� E z 0� Cz Q. C=> E '11, 9. 0 < U 0 0, W t Z WW CIO C 0 z0 _5 n �z 8 0 �9 z W Cn —0- mi 10 � 8-11. Z� 0� 0 E 10 vi C) qt tM T 0) M Lp :3 CL N 8 L0 Cr _j ch .2 F co 0 LO U_ 0 L0 _1z C) C) N L0 co C14 L0 < 00 E E cr) 0 z W z E M E 0 cc 4) a- 1 0 _j < JOB No 23-02469 SCALE AS NOTED SHEET NO. SS