36358 Garden Wall Way - Laserfiche WebLink

Browse Search

LU C:1 cl 4 M C14 LO :E 0 0- E Cn E 0 Er E2 0 0:, 51 a: E 0 0 03 LZ C�4 C.n 1/4" MAX SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK X4 DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT 1 x4 F 1/2" DRYWALL TO PRODUCT P T. P. TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVALFOR NN. Cot 4 )N x4 P.T � td x4 X4 FURRING 3-1/4" LONG X 3/161PO - FURRING 3/16"0 X 3" LONG TAPCONS FURRING (2) ROWS 3/16" x 3-1/2' TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4" 2X8 LL11X8 BLOCK@ SPACING 1"..DETAIL O.C. 2-ROWS INTO 1x8 P.T. FROM EACH ENDw/ MIN. 2" EDGE DIST. ATTACH PER MANUFACTURE MASONRYTHROUGH 1-1/211 DETAIL 1 x8 wl (2) ROWS 8d NALS 31- 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 N - APPROVAL FOR CONN. 1/2" DRYWALL I 1/2" DI 1x4 DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT �X4 F TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. �16 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH 1x4 TAPCON @ 16" O.C. DIST. END w/ MIN. 2" EDGE DIST. FURRIN( / , 4" FROM EACH END W/ L 2x8 P,T. ATTACH SECOND PLY w/ .2x P.T. AS REQfD MIN, 2" EDGE DIST. (2) ROWS 10dx3" - 2x8 9)( nFTAII 9 1/4,, nFTAII STAGGERED@ 12"o-C. 3-1/41' DETAIL BUILDOUT B OVER SIZE DOOR -WINDOW ROUGH OPENINGSt CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON (11/4" MIN. EMBEDMENT INTO BLK,) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45^ DIAGONAL (4) 10d NAILS INTO \ — BRACE(S) 2 x 8 BRACE/ BLKG. 7/16"OSB CUT HOLE IN O.S.B. FOR BUILT UP PLWD. BUCK ARCH PANEL POLY -CELL IN THIS AREA SCRIBE (NOTCH) BACKSIDE TO FIT ARCH (4) 1 Od NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR-' \_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4) 1 Od 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 ri SCALE: N.T.S. 4x 78$ 2 x 8 BUCK - CONNECT TO BLOCK 2'-0" WITH — 114"x 3 1/4" TAPCON (1 1/4" MIN. EMBEDMENT INTOI�.) /4" MAX 2'-0" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X4 FURRING BLKG. & BUCK 8d NAILS @ 8' O.C. AT BUCK 2 x 8 VERT. W/ (2) 1 Od NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE B VERT. BRACES WHEN HGT. O�� BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T S B T 2 x 8 VERT. BRACE(S) UON )0 1�� LATION INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS "-2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) INSTALL VJDW, SCREW ANCHOR INTO ARCH BLKG. BTWN. OSB ARCH FACES W/ (4) 1 Od NAILS EQUAL THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS 13-13 ARCH DETAIL rK SCALE: N.T.S. SECTION A -A 8" 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 DIAGONAL 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" 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 4'MAX. RAD. EQUAL PROPER INSTALLATION MAX. 8" #5 REB (TYP,) STD. 90, FILL SOLID HOOK (I BOTH CELLS NOTCH WEB AT ±5 A FIRST 2 COURSI APACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"xl 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 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD 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 (5) 12d NAILS IMPSON 2X6 TO 2X4 H2.5A W/ (10) 8d NAILS A' 0 2 0' C' 4 ING ATTACHED CHEDULE NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS DESIGNED ONLY FOR THE HIP. INSTALLATION OF SHINGLE AND METAL ROOF FINISH JACK TRUSS PROVIDED BY --- TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH . IF TRUSSES USED) W/ (2) #6 X 4Y2" 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" 1\1 �S 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. MASONRY WALL SEE PLAN FOR REINFORCING. PROVIDE LOWER D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS HOOKED DOWEL 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". 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 ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W W M AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL 1�5 PER ANCHOR) #5 CONT. TOP & MI OCCURS D IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING WITH MIN. 3" COVER 6-011 SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER I -F. OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. '0 COURSE) EXPANSION STRIP //I — LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE A'. .. . J * .. .1 THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL ... W.... - . 0 , )6 It, P. REINFORCING AS FOLLOWS: SEALANT 11 PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL SMOOTH. DO NO FURROW. REINFORCING PANEL P= F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE t, FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: N 7 C14 . M X. . REMAIN FREE OF MORTAR. . H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. CN TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL (2) #5 REBAR. (1 -STORY) 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 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN MIN. (2-STORY) WITH MIN, 3" COVER EA. WAY GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. '20" J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAYBE INSTALLED IN ANY OPENING. REV. 07.28.21 SCALE: 3/4" = 11-011 FOR WIND SPEEDS UP TO 110 MPW, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION 40 DO NOT DO THIS 0#0 - 2"x BOT. PLATE W1 (2) 1 Od @ 6" O.C.. A- #5 REBAR (TYP,) �R # 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED 90 41% fD. HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 1 Od @ TOP & BTTM CHORD, AND (8) YP.) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE E NOTE: C V[N LAP SHEATHING TO L A B BOTTOM OF BAND C JOIST TYPICAL jo SIMPSON HGAM10KTA @ 12- O.C. wl (4) 1/411/2" SDS SCREWS ± =2' NOTC FIRST COURSE FHE :S INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK FILLED CELL INSTALLATION SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE I BELOW BRG WALL TYPE PER PLAN F CHANNEL, FASTENED PER NOTE 2 BELOW CONT 2x4 NAILED T BLOCKING W1 2-12d NAILS SCALE: N.T.S. 2x SUB FASCIA ALUM DRIP EDGE ALUM FASCIA 1-3/4" TRIM PAINTED SS NAIL wl 5/16" HEAD DIA. @ 24" O.C. CONT VENTED OR SOLID SOFFIT 2x BLOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. I . G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED LISTED IN THE DESIGN CRITERIA ON SHEET SN. ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING 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"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN SUB FASCIA W/ 16 GA. 314"x1/4" CROWN STAPLE @ EACH GROOVE STRUCTURAL SOFFIT SF01CALE:3/4" = V-0" FOR ALUMINUM SOFFITS 7VITH SPANS S REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* + + + + + + + + + + ++ TRUSS 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL- SCHED. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO Z-13" DOUBLE 2X4 SCAB FOR 2-16" TO 44" O.H. (2) 10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD S H EATH I NG BLOCKING AS + REQUIRED TO + SUPPORT SOFFIT + L T Vv, ENTER SOFFIT PRECAST LINTEL SEE E EVATION (MAX. 4'4.) SECTION @ ROOF EXTENSIO FOR OVER HANG N rM SCALE: 3/4" = V-0" SS 4ZI=I= QPPF=T 17Y) AKIr) SIMPSON HTT4 W/ (18) 1 Od x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED W/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 3" MIN, EDGE DISTANCE RETROFIT FOR MIS- MSTAM STRAP SCALE: 'SI-r I z >_ 0 U) U_ 0 LU 0 U_ C/) H SS RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO "--FILL 1st4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR I I FURTHER INSTRUCTIONS. OVERHANG_L':.�j'..` RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1112" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. NISH SCALE: N.T.S. . .. . . : A 1.011 #5 BAR CENTERED W/ IN TOP KNOCKOUT/ to. A CHAIR BLOCK % 01 MONO FOOTING SIZE AND REINF. PER PLAN AND SECTION DETAILS CLEAN FILL DIRT STANDARD C> 99 HOOK #5 BAR IN FILLED CELL L 0' STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SECTION DETAILS SCALE: 3/4" V-10" CITE: 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 3/4"X5" MIN. HOLE SET BAR IN EPDXY EXISTING FOOTING RETROFIT FILLED CELL DETAIL SAW CUT rA SECTION SCALE: N.T.S. SCALE: N.T.S. C"111 C11j C= 00 LAJ Q: rL M C= C'4 3: co I A IV < * C)5 IS % FLO S \\N I I II. I t To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W E 0 J� co a) 0 '20 _-,o NO - * -U, 0) co 4 _j LL UL 0. 0 -6 ;; U, z _F6 =.T 9 i .1; :L- z; W :3 (0 N 0 0 0 2 ;; W co CD Ci z N Z < LO Cl) a 04 < L) 00 z 0 W W 00 Co < !3 - ;7 4�_, 2, .& 2 0 0- L11 Ln V) U) 6 E NisLU 8 < 0 LD < E 0 Z E 0 11. 9 < 8 . - 00 no co E 8. < 1, 8 01 0 < a z ITT z W U:) < 0 < 0 z 8 3: � 'M < �< 0 �0 z 3: �-o �0 ;�, 01 �j, 10 — 0 .,x 0 0 M In �! co 0 r- co 0 co < W 40 C L0 a) 0 -2 r1%1 co CY) CD C4 00 0 L0 LO C14 CD 04 (1) E T11- 2_� CY) C T_ 0 z W z :3 �i T_ E C E 0 0 _j JOB NO 23-00506 SCALE AS NOTED SHEETNO. SS z