36464 Garden Wall Way - Laserfiche WebLink

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I 1 _11 1 ilp"I111"F1lFV'Af 'I 11 111A`A!Fi1PIP" r" I -1 1 I _11 'IlIC"_,1' !III' 1i 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER41x4 1/2" DRYWALLMAx 8 , UNACCEPTABLE INSTALLTIONDOOR JAMB (REFER TO PRODUCT — DO NOT DO THIS 2N BOT. PLATE W/ (2)1Od @ 6" O.C. P.T. TO PRODUCT PROPER INSTALLATIONTO PRODUCT APPROVAL FOR CON APPROVAL FOR CONN. APPROVAL FOR CONN. 1 X 4 �r" ix4 P.T. r 1x4 � FURRING ATTACHED WALL SHEATHING TO 3-1/4" LONG X 3/16"� L 3/16"� X 3" LONG L FURRING 2 FURRING TAPCONS O ROWS 3/16 x 3-1/2 TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4"LL'1X8 X8 BLOCK@ SPACING „ 1x8 P.T. FROM EACH END w/MIN. PER MANUFACTURE 1 DETAIL MA 2-Rows INTO 2" EDGE DIST, ATTACH MASONRY THROUGH 1-1 /211 DETAIL 1x8 w/ (2) ROWS 8d NALS " 1X4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3 DETAIL 3/16" x 3 -1/2" DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN.rx4l" DRYWALL DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. �, x 3-1/2" TAPCON @ 16"1x4 (2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACHFURRING TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" x 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" 0' 3-1/41' DETAIL FILL SOLID BOTH CELLS #5 REB (TYPE) STD. 90 HOOK DI E�� L/ L I ±5A NOTCH WEB AT FIRST 2 COURS AR ` #5 REBAR (TYR) ' 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED ` `STD. 90° HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL ` .. } SIMPSON HGAMIOKTA @ 12" O.C. w/ (4)1/41 1/2" SDS SCREWS ' +2 NOTC @ FIRST COURSE ` THE ES - INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS �ccFILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY W/ 1/4" x 31/4" TAPCON 1 1/4"MIN. A -A _ 16010 #FOR 2 STRAPS FILL 1st4 COURSES • SOLID W/GROUT EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" ,t 8" 1 PLY PRE-ENGINEERED TRUSS SEE ARCH PLAN AND 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS PRE-ENG TRUSS DESIGN BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1/4"xl 1/2" SDS SEE NOTE 1 BELOW a 1/2" DRYWALL * SCREWS & (5)1/4" x 21/4" 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 2 x 8 45" DIAGONAL (4)10d NAILS INTO LEAVE A CUTOUT IN O.S.B. ON THE ALUM DRIP EDGE BRACE(S) 2 x 8 BRACE/BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM BRG WALL TYPE ALUM FASCIA FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA BRACE PER PLAN 1-3l4' TRIM PAINTED I I FURTHER INSTRUCTIONS. • ' ,w' ' ' •� . :.A' SCRIBE (NOTCH) FACE OF ARCH W/ 3 NAILS () SS NAIL w/ 5/16"HEAD F CHANNEL, OVERRAN �: BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL DIA. @ 24" O.C. FASTENED PER CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. NOTE 2 BELOW L LCONT VENTED OR SOLID SOFFIT .: A INSTALL WDW. SCREW ANCHOR :::,\\\-2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN, OSB PROVIDE TAPCON WITHIN CONT 2x4 NAILED TO 2x BLOCKING NAILED TO TOP RETROFIT WALL OVERHANG DETAIL NTS INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 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 w/ 3-12d NAILS, TYP. (**) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD NOTE: FOR OVERHANGS LESS THAN 3/4' - NO REPAIR REO•D. 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING ARCH DETAIL J 4' MAX. RAD. USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ , 16" O.C. LISTED IN THE DESIGN CRITERIA ON SHEET SN. �- �� r- rr 'I MIN. 4" EMBEDMENT AT 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL O 5 O SCALE: N.T.S. SS 12 PRODUCT APPROVAL) F CHANNEL FASTENED TO: JACK TRUSS PROVIDED BY SEE - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT TRUSS COMPANY OR PLAN - WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND INISH FLO 2x6 #2 SYP @ 24" O.C. PATTERN 2 x 8 BUCK - CONNECT TO BLOCK SECTION ROOF SHEATHING ATTACHED i - SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @ EACH GROOVE • �.► ► iD WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B_g PER NAILING SCHEDULE ALL - -- -- - ° EMBEDMENT INTO K.) • , :• !.• #5 BAR /4„ MAX _ , 2 0 8 STRUCTURAL SOFFIT i ►' p • 1'0 • CENTERED W/ BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) S F01 SCALE: 3/4" = 1'-0" (**) FOR ALUMINUM SOFFITS WITH SPANS .' P' ,- - ► ° ' IN TOP c BLKG. &BUCK 1 X 4 FURRING 8d NAILS REV. 09.23.2021 > 1'-4", INSTALL MID SPAN BLOCKING PER ► .'' KNOCKOUT / iv i THE SOFFIT FL PA INSTALLATION CRITERIA - - -- ; ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d PROVIDE 2x *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* - Ir MONO FOOTING ' NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE B PROVIDE 2 MIN. O CONT. W/ 3 O � - - ,' ►• • I PER PLAN SIZE AND RE NF P VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS , AND SECTION DETAILS BRACE EXCEEDS 24" „ BUCK - (1) WITHIN 4" JACKUS TRUSS PROVIDED BY—/ • LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2X4 CLEAN FILL e • • BRACE(S) INSIDE TO ALLOW FOR INSULATION 2 x 8 VERT. BRAC ARCH #2 SYP @ 24" O.C. 2 X 4 #2 SYP SCAB TO SIDE OF DIRT • ? z TO BE INSTALLED 00F 4'-0" MAX SEE PLAN 2x OV TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * . � STANDARD o FR DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H. yq e • 90� HOOK iv BUILT UP PLWD. BUCK- 7/16" OSB ARCH PANEL SCRIBE (NOTCH) BACKSIDE 2 CONT. MATCH TRUSS DEPTH 2X4 SYP # CO + c4FN 2 10d NAILS 8" O.C. + + cry () @ #5 BAR IN • TO FIT ARCH CONNECT W/ NOTE: IF TRUSSES USED) W/ (2) #6 X 4%" WOOD + + TO TRUSS TOP CHORD FILLED CELL • O2 8d NAILS x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC 4' MAX. RAD. SHED ROOF ENDS TO BE SCREWS @ 16" O.C. MAX. OR IF MASONRY + + L _ L BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL GABLE ONLY, CORNERS WALL USE 2 1/4" X 31/2" TAPCONS AT 16" () * PLYWOOD SHEATHING + '� .- .• � V.• .• V v r .• • •.- . �.r .• INSTALL WDW, SCREW THRU OSB INTO 2 x 8 SHALL NOT BE FRAMED AS O.C. + ANCHOR INTO ARCH BLKG. HIP. + STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-B ARCH DETAIL f ( DESIGNED ONLY FOR THE SECTION @ ENTRY L BLOCKING AS TRUSS + REQUIRED TO REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS INSTALLATION OF SHINGLE SCALE: 3/4" = 1'-0" SS + SUPPORT SOFFIT SECTION DETAILS AND METAL ROOF FINISH + 2X4 SYP SCALE: 3/4" =1'-0" ... 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 SEE LINTEL EXISTING BOND BEAM. EXTENDS TO SILL. MASONRY WALL. SEE PLAN FOR SCHED. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. REINFORCING. PROVIDE LOWER ENTER SOT DRILL 3/4"x5"MIN. HOLE SET BAR IN D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS HOOKED DOWEL EPDXY CAP TO PREVENT LEAKAGE 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 PRECAST LINTEL —/ TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS 20 ga. PANEL SEE ELEVATION MUST BE PACKED WITH NON SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR 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") r #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) #5 CONT. TOP &MID OCCURS SECTION @ROOF EXTENSION M o NGS SAME IANNEL NG BELOW ALL �N JAMIBS N PANELS. ABOVE NANCHORS IMMEDAPPLY DS REINFORCING WITH MIN. 3" COVER g1_0�� SCALE: 3/4" =1'-0" SS a SHALL 0 PANEWHD USIED AT AND HE N LIEU OF CHHE (EVERY OTHER FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP o v NON SHRINK GROUT. SEE SHEET D2 AND LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE .° ° ►--=� -�—►�— w n A THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL n ► SIMPSON HTT4 w/ (18)10d x 1 FLOOR PLAN FOR a cn REINFORCING AS FOLLOWS: SEALANT e — NAILS TO STUDS & (1) - 1/2 MORE INFO � g * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. ;:;,:;Y ► p — 7}7 I — 5/8 DIA. ALL THREAD ROD U #5x6' EMBEDDED INTO z * INTO PLACE. PRESS PANEL REINFORCING 6 MIN, LAP SPLICE W/ IIr_ , , EPDXIED w/ SIMPSON SET 3 —EXISTING FOOTING (2) #5x6' IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL {� REINFORCING PANEL — — ° EPDXY MIN. 6" EMBEDMENT & `. 3" MIN. EDGE DISTANCE cn In FILLED CELL N SMOOTH. DO NO FURROW. ° ► � DRILL 314"x5"MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT - GRADE ° ► SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP D' e G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: M p REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. - r � \ H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS 400.° 4" SAW CUT 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 R160 MIN. (1-STORY) 3 #5 REBAR.(2-STORY)\ SECTION 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 WITH 20"MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY 20" EXISTING FOOTING 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN SCALE: N.T.S. GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. I J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FILLED CELL DETAIL MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. REV. 07.28.21 SCALE: 3/4" =1' 0" RETROFIT FOR MISSING ,a K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: N.T.S. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR MSTAM STRAP INSTALLATION OF GLASS BLOCK. SCALE: 3/4" = V-0" ;V :•.rt c�v N d � W Oo VIP mWcr n- y cc O •y -a N � d o z a M d 'd c tea• a y a' � E �o 0 d V WN �`• �• •J� •N - 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. 0 W Q pE co . v N o N 1231P e� V m uO •/ ri n _- �R J N a C, V Ok li MLLu_ w n Z °' 0 N c0 W CP Z LLW m w J LO (h Z N J OU 0 N Z ❑ ❑ z z � z o v J U d � N to zC21 L1 0 a--J C, U � 0 $ wul N c U � J E = t B I I <� s 0 o � w M o� Z E Q� a Q Wo Z® t— O X 0 az ]O �U WZ Z N ro ¢ a ate-• (� �C c O z .Yoh 2 U Nm m 0 , ? , Z N Qi J a ° Q W �i yy $2 az N �� W 1 0 C:)w< co >° a �r z < ° LO >M O 1` �o c0 LO O co Q07 c CD V) m � N c O n 2 N • CD ��r CD N Li) .— ui M w M i6 00 o z E T y m a E 0 ¢ o JOB NO: 22-09403 SCALE : AS NOTED SHEET NO. SS