36450 Garden Wall Way - Laserfiche WebLink

Browse Search

C! LO C) C-4 t2 r— C) R C> cn 3:; 0 C) E E 'n (1) LZ E2 2 t7- C14 00 r CL C14 C14 C) i�� CD 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER x4 1/2" DRYWALL F-1 1x4 UNACCEPTABLE INSTALLTION DOOR JAMB (REFER TO PRODUCT TO PRODUCT P�T. TO PRODUCT MAX. 8" PROPER INSTALLATION DO NOT DO THIS 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C.. j ><A APPROVAL FOR CONN. X APPROVAL FOR CONN. APPROVAL FOR CONN. x4 x4 P.T. FURRING #5 REBAR (TYP,) 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON @ ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" 3/16"0 X 3" LONG //E FURRING (2) ROWS 3/16" x 3-1/2"' FURRING //, //' #5 REBAR O.C., 2 ROWS STAGGERED 3-1/4" LONG X 3/16"0 / 1 //1 // TAPCONS L,2X8 (TYP,) 0# 6" O.C. EDGES AND 12" O.C. F1 ELD TAPCON @ 16" O.C. & 4" TAPCON. INTO STAGGERED @ 16" I% 1x8 P.T. FROM EACH END w/ MIN. 1X8 BLOCK@ SPACING O.C. 2-ROWS INTO 1" DETAIL 2" EDGE DIST. ATTACH 0TD. 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRYTHROUGH 1-1/2" DETAIL 1x8 w/ (2) ROWS 8d NALS 3" DETAIL 1 1% 90- HOOK (TYP.) STD. 90' @ TOP & BTTM CHORD, AND (8) 1 x4 P.T. & 1 x8 P.T. STAGGERED @ 12" O.C. FILL SOLID HOOK (TYP.) BOTH CELLS FACE NAILS 10d @ TRUSS VERT. ><. WEB 3/16" x 3 -1/2" — 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT / , 4% T77 7 V_M ETAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL I I F1 L NOTE: APPROVAL FOR CONN. N 1x4 EACH END W/ MIN. TO PRODUCT 1x4 F 0 o Ll L LAP SHEATHING TO DOOR JAMB (REFER / " I I / — �1 6" TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" 3-1/2" TAPCON 16" - -V BOTTOM OF BAND JOIST TYPICAL 'V !/2"\D x @ 1x4 APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH TAPCON @ 16" O.C. & FURRING Ail END w/ MIN. 2" EDGE DIST . D IST 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY wl ii� W1 N�OTCF_ NOTC FIRST COURSE oe" SIMPSON HGAM10KTA @ 12" O.C. w/ (4) 1/4xl 1/2" SDS SCREWS 2x P.T. AS REQ1D MIN. 2" EDGE DIST. (2) ROWS 1 OdxY 2x8 \_ INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK STAGGERED @ 12" 2x DETAIL 2 1/4" DETAIL 0-c. .3-1/4" DETAIL NOTCH WEB AT THE ±5 A_ FIRST 2 COURSES I UT OV rc C BUILDO ER SIZE DOOR -WINDOW ROUGH OPENINGS cc FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION (H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. � �S SEE TYP. 2-STORY WALL SECTION FOR ADDL. SCALE: N.T.S. �S INFO SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" M IN. A -A = 1610 # FOR 2 STRAPS FILL 1st 4 COURSES EMBEDMENT INTO BILK.) 114" MAX 8" SOLID W/GROUT 'T 1 PLY PRE-ENGINEERED TRUSS SEE ARCH PLAN AND 1 X4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 3 1/4" TAPCONS PRE-ENG TRUSS DESIGN BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4) 1/4"xl 1/2" SIDS SEE NOTE 1 BELOW ------ 70, 1/2" DRYWALL SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) 2x SUB FASCIA 2x845' DIAGONAL (4) 10d NAILS INTO I INTO —LEAVE A CUT OUT IN O.S.B. ON THE ALUM DRIP EDGE BRACE(S) 2 x 8 BRACE/ BLKG. BLKG 7n INSIDE TO ALLOW FOR INSULATION 4 . 7/16" OSB CUT HOLE IN O.S.B. FOR i OLEIN O-S FOR TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM BRG WALL TYPE ALUM FASCIA ,G WALL TYP E FOR OVERHANGS BETWEEN OVER 11/2" . 1 CONTACT ENGINEER OF RECORD FOR BUILT UP PLWD. BUCK \ ARCH PANEL .13 - C LL IS POLY CELL IN THIS AREA ---2 x 8 45 DIAGONAL BRACE AT EA. PER PLAN PER PLAN 1-3/4" TRIM PAINTED FURTHER INSTRUCTIONS. :A SCRIBE (NOTCH) I nI m All , IMT sz BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3) 1 Od NAILS AT EA. END RETROFIT TRUSS DETAIL 71 SS NAIL w/ 5/16" HEAD F CHANN�EL, D [A. @ 24" O.C. OVERHANG-L CONNECT W1 8d NAILS BRACE/ BLKG. FASTENED PER I I E - \_2 N.T.S. NOTE 2 BELOW CONT VENTED OR SOLID SOFFIT INSTALL WDW. SCREW ANCHOR4 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN, OSB ARCH FACES W (4) 1 Od NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN CONT 2x4 NAILED TO — 2x BLOCKING NAILED TO TOP RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4" MIN. OF BRACE BLOCKING w/ 2-12d NAILS CHORD EVERY OTHER TRUSS INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH wl 3712d NAILS, TYP. (-) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH START OF ARC IF TRUSSES USED) W/ (3) #6 X 4Y? WOOD F��HANGS LESS THAN 3/4" - NO REPAIR REQ'D. — — — — 1 . G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING ARCH DETAIL 4'MAX. RAID. USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ LISTED IN THE DESIGN CRITERIA ON SHEET SN. MIN. 4" EMBEDMENT AT 16" O.C. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL 11-011 51-011 SCALE: N.T.S. SS JACK TRUSS PROVIDED BY 12 PRODUCT APPROVAL) F CHANNEL FASTENED TO: L TRUSS COMPANY OR - CMU wl T NAIL.097" DIA. @ 24" O.C. wl 5/8" MIN. EMBEDMENT 2x6 #2 SYP @ 24" O.C. PLAN - WOOD wl (3) 16 GA. 3/4"xl/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND [NISH FLO 2 WITH x 8 BUCK - CONNECT TO BLOCK SECTION 1/4" x 3 1/4" TAPCON (1 1/4" MIN ROOF SHEATHING ATTACHED PATTERN - SUB FASCIA wl 16 GA. 3/4"xl/4" CROWN STAPLE @ EACH GROOVE b B-B EMBEDMENT INT;31"�K. /4" MAX PER NAILING SCHEDULE LL #5 BAR 2'-0" 8" SIMPSON STRUCTURAL SOFFIT .10" % . - v - . .4 V ... A CENTERED W/ BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5) 12d NAILS SF01 &RCI T 0 9 TT H IN TOP 14 1'X 4 FURRING BLKG. & BUCK 2X6 TO 2X4 H2.5A w/ (10) S CALE: 3/4" = V-0" FOR ALUMINUM SOFFITS WITH SPANS S �9 �HD KNOCKOUT/ 8d NAILS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER 0 * THE SOFFIT FL PA INSTALLATION CRITERIA A CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 10d % NAILS AT EA. END PROVIDE 2x *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* MONO FOOTING PROVIDE 2 x 8 DIAG. BRACE BT VERT. BRACES WHEN HGT. OFW41\. BRACE EXCEEDS 24" PROVIDE (2) MIN. TAPCON AT EA. SIDE BUCK - (1) WITHIN 4" CONT. W/ 12d NAILS JACK TRUSS PROVIDED BY—/ SIZE AND REINF. PER PLAN AND SECTION DETAILS E i LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 A CLEAN FILL J. 2 x 8 VERT. BRACE(S) -------- INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. 2 X 4 #2 SYP SCAB TO SIDE OF DIRT TO BE INSTALLED 4'-0" MAX SEE PLAN TRUSS AS SHOWN FOR O.H. UP TO Z-13" BUILT UP PLWD. BUCK - * DOUBLE 2x4 SCAB FOR Z-15" TO 4'-0" O.H. —STANDARD SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH + 44k�-, 4" + + (2) 10d NAILS @ 8" O.C. 99 HOOK #5 BAR IN TO FIT ARCH CONNECT W/ _'12 START OF ARC NOTE: IF TRUSSES USED) W/ (2) #6 X 4Y2"WOOD + + TO TRUSS TOP CHORD FILLEC 8d NAILS x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4'MAX. RAID' SHED ROOF ENDS TO BE SCREWS @ 16" O.C. MAX. OR IF MASONRY + + INSTALL WDW, SCREW—_'1_____� BTWN. OSB ARCH FACES W/ (4) 1 Od NAILS EQUAL EQUAL GABLE ONLY, CORNERS WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" + PLYWOOD SHEATHING ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 SHALL NOT BE FRAMED AS O.C. + + PER INSTALLATION DETAILS B-B ARCH DETAIL HIP. DESIGNED ONLY FOR THE SECTION @ ENTRY + BLOCKING AS STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL SCALE: N.T.S. � INSTALLATION OF SHINGLE SCALE: 3/4" V-0" + TRUSS REQUIRED TO + MONO TO STEMWALL FOOTING SECTION DETAILS �S AND METAL ROOF FINISH �S SUPPORT SOFFIT 2X4 Syp SCALE: 3/4" = V-0" I EACH TRUSS GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONNECTOR CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. SEE LINTEL EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR SCHED. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL tENTER SO��IT DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP PRECAST LINTEL A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL SEE ELEVATION TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W ' W ' M " AT PERIMETER FOR OVER HANG COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (MAX. 4'-0") #5x6'EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) OCCURS #5 CONT. TOP & MID SECTION @ ROOF EXTENSION rM z 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 WITH MIN. 3" COVER 6'-0" SCALE: 3/4" V-0" 0 (n A (EVERY OTHER �S < FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP //,-F. M LU NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE 0 9 SEE SHEET D2 AND SIMPSON HTT4 w/ (18) 1 Od x 1 THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL LU U REINFORCING AS FOLLOWS: SEALANT I E.1 11 7-711 F FLOOR PLAN FOR 1/2" NAILS TO STUDS & (1) - MORE INFO < Cl) U_ a. PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. El I F=.1 I jEij I 1=1 I I —I III I 5/8" DIA. ALL THREAD ROD #5x6'EMBEDDED INTO PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ EPDXIED w/ SIMPSON "SET" 0 ;2� EXISTING FOOTING (2) #5x6'IN CONC. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL EPDXY MIN. 6" EMBEDMENT & FILLED CELL SMOOTH. DO NO FURROW. MI EDGE DISTANCE DRILL 3/4"x5" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT FURROW, MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP X GRADE < SET BAR IN EPDXY G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE C14 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. Cl) TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT . a . SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL N� SIN C> (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 RE BAR. (2-STORY) SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY e EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 10 Qi� SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION MANUFACTURIER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. REV. 07.28.21 SCALE: 3/4" = V-0" RETROFIT FOR MISSING 10 FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR MSTAM STRAP SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. SCALE: 3/4" = V-0" C co c%4 C`1 S C-4 !, X5 3: CC C) —C W N ��O S E 3 cc R U < 0 i 0. C F% ON OFESS\0 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 9) W AN A� 11 "t F= 0 4 -N q co, 5 C"I IF ul 0 ;� �2 -) U) U-) ZR (1) N 0 - I Lu LL LL IL Z 75 C: 0 13 :5 FE W MCUN CP LU 05 . z 20 Z� " z LL L N < a, a z 0 W V) M Q) 0 Cn LU C:I 0 Ljj V) ra, V) .3 W E U C�, 0 C0 < —0 C.0 z 0 U_ cd- E 5 19 CD- 0 Ca < 0 0 > E < CO �z 0< 1 0, co z U) �H z 0 W 0 < .0 C:) co 03 `v 0, C) TZ E2 4) cy) > 0 Ca ca 3: T_ r1w, < CT = cc C) -2 Ln U rl. CD M CD N LO a) E CN -E M 0 INS z :3 E Cn ca E 0 0 'a 0 _j < Q) _j JOB NO: 22-09401 SCALE : AS NOTED SHEET NO. SS