36423-36443 Garden Wall Way - Laserfiche WebLink

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4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL UNACCEPTABLE INSTALLTION ♦� DOOR JAMB (REFER TO PRODUCT TO PRODUCT . TO PRODUCT M'' 8., DO NOT DO THIS ♦♦ PROPER INSTALLATION ♦ ♦ 2"x BOT. PLATE W/ (2)10d @ 6" O.C.. APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CO1x4 E 1 X 4 1 x4 P.T. L 7 t ♦ ♦ �♦ #5 REBAR (TYP,) ♦♦ ♦♦ 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO BOTTOM PLATE W/ 8d 4" 3/16"0 X 3" LONG FURRING 3-1/4" LONG X 31'16"0 ' " E FURRING i - FURRING (2) ROWS 3/16" x 3-1/2" #5 REBAR ♦♦ TYP ♦♦ ♦♦ (TYP,) AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD O. D O.C., 2 ROWS STAGGERED TAPCON @ 16" O.C. & 4"LL,2X8 TAPCON. INTO STAGGERED STAGGERED IN 16 ♦♦ ♦♦ 1x8 P.T. FROM EACH END w/ MIN. 1X8 BLOCK@ SPACING 1" DETAIL O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH JOIST W/ FACE NAIL PER MANUFACTURE MASONRY THROUGH „ 1-1 /2 DETAIL 1x8 w/ (2) ROWS 8d NALS 3rr DETAIL ♦ #s�D.90 HOOK (�'P) '♦♦♦ @BAND @TOP & BTTM CHORD, AND (8) 8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. FILL SOLID HOOK (TYP.) �•• BOTH CELLS ♦ ♦ FACE NAILS 10d TRUSS VERT. WEB TAP x 3 -1/2" DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. TO PRODUCT J METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL NOTE: APPROVAL FOR CONN. 1x4 EACH END W/ MIN TO PRODUCT 1117 M/ LAP SHEAOF THING TO DOOR JAMB (REFER 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/IL 16" TO PRODUCT ♦♦ ♦♦ BOTTOMD PICAL ND x 3-1/2" TAPCON @ 16" ♦ ♦ APPROVAL FOR CONN. (2) ROWS 3/16 x 3-1/2 1x4 O.C. & 4" FROM EACH FURRING it ♦ ♦♦ TAPCON @ 16" O.C. & END w/ MIN. 2"EDGE DIST. 1:14" ♦ NOTC,,�I=o FIRST COURSE "�♦: SIMPSON HGAMIOKTA @ 12" O.C. FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ ♦♦♦ +2r w/ (4)114x1 1/2" SDS SCREWS MIN. 2" EDGE DIST. 2 ROWS 10dx3" 2x8 2x P.T. AS REQ D ( ) ♦ ♦ INTO BAND JOIST & (4) 1/4"x2 3/4" 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O.C. 3-1 /4" DETAIL NOTCH WEB AT THE ♦♦♦ ♦♦♦ FIRST 2 COURSESFILLED TITEN INTO K.O. BLOCK #5" ♦♦♦. , .♦♦♦ BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION KH"� RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION A -A UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. =1610 # FOR 2 STRAPS FILL 1st4 COURSES EMBEDMENT INTO BILK.) 1/4" MAX � SOLID WIGROUT 7-0. 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 PRSEE BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS OTEUS BELOW70, 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 BRACES) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM I I ALUM FASCIA BRG WALL TYPE —I-- FOR OVERHANGS BETWEEN OVER 1 1/2" CUT HOLE IN O.S.B. FOR BUILT UP PLWD. BUCK ARCH PANEL POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. I PER PLAN I I 1-3/4" TRIM PAINTED 1- CONTACT ENGINEER OF RECORD FOR •. FURTHER INSTRUCTIONS. �• SCRIBE (NOTCH) BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3)10d NAILS AT EA. END RETROFIT TRUSS DETAIL I I NAIL w/ 5/16" HEAD F CHANNEL, DIA. @ 24 O.C. OVERHANG" CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. FASTENED PER NOTE 2 BELOW—L--�- CONT VENTED OR SOLID SOFFIT INSTALL WDW. SCREW ANCHOR- x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d 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 w/ 3-12d 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 ) O , �� IFTRUSSES USED O.C.3 #6 X F WOOD SCREWS 16" MAX. OR IF MASONRY WALL --- -- - 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED NOTE: FOR OVERHANGS LESS THAN 3/4" -NO REPAIR REQ'D. @ . ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING ARCH DETAIL i 4' MAX. RAD. 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 Lr L_ n 'IL_ O 5 O SCALE: N.T.S. SS i2 JACK TRUSS PROVIDED BY SEE PRODUCT APPROVAL) F CHANNEL FASTENED TO: TRUSS COMPANY OR - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT PLAN x # - WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND INISH FLO WITH 1QR SECTION 6/4'C 31/4ONNECT TO " TAPCON BLOCK (1 1/4" MIN. ROOF SHEATHING ATTACHED / PATTERN - SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE EACH GROOVE @ �.► ► iD B_B EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL • ' ►•ILINTOP /4" MAX STRUCTURAL SOFFIT •' #5 BAR 10 • CENTERED W/ BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON H2.5A w/ (10) S F01 V .' • .. ► • : g ► '► 4 1 X 4 FURRING BLKG, &BUCK 2X6 TO 2X4 SCALE: 3/4" = 1'-0" (**) FOR ALUMINUM SOFFITS WITH SPANS • KNOCKOUT / N 8d NAILS '-4 ,4 REV. 09.23.2021 > 1 INSTALL MID SPAN BLOCKING PER _ ► •� •• THE SOFFIT FL PA INSTALLATION CRITERIA _. _ :; ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2D NAILS AT EA. END PROVIDE 2x '• *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* b MONO FOOTING Aj ° PROVIDE 2 x 8 DIAG, BRACE B PROVIDE 2 MIN. O • CONT. W/ (3) ' •' i' ► SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS AND SECTION DETAILS � BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 '" • CLEAN FILL • ► 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 6 z TO BE INSTALLED '-k MAXAX TRUSS AS SHOWN FOR O.H. UP TO OVF � STANDARD • ST BUILT UP PLWD. BUCK - Ryq * DOUBLE 2x4 SCAB FOR Z-6" TO 4'-0" O.H. °. 9 SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH + (F + + /VGT (2)10d NAILS @ 8" O.C. H HOOK N #5 BAR IN TO FIT ARCH CONNECT W/ START OF ARC NOTE: IF TRUSSES USED) W/ (2) #6 X 4Y2' WOOD + TO TRUSS TOP CHORD FILLED CELL �.� �.- 8d NAILS 2 x4 SOLID BLKG. (FULL WIDTH OF WALLS) 4' MAX• RAD. SHED ROOF ENDS TO BE SCREWS @ 16" O.C. MAX. OR IF MASONRY + + . _ .�• ._ �.� ' BTWN. OSB ARCH FACES W/ (4)1 Od NAILS EQUAL EQUAL GABLE ONLY, CORNERS WALL USE 2 1/4" X 31/2" TAPCONS AT 16" () PLYWOOD SHEATHING •; INSTALL WDW, SCREW THRU OSB INTO 2 x 8 SHALL NOT BE FRAMED AS O.C. + ' b* ANCHOR INTO ARCH BLKG. HIP. + STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS ARCH DETAIL �( B_B DESIGNED ONLY FOR THE SECTION @ENTRY L BLOCKING AS REINF. PERLAN AND STEMWALL _ SCALE: N.T.S. SS INSTALLATION OF SHINGLE „_ SCALE: 3/4 - 1-0 SS TRUSS + REQUIRED TO I MONO TO STEMWALL FOOTING SECTION DETAILS AND METAL ROOF FINISH SUPPORT SOFFIT 2X4 SYP L. L. SCALE: 3/4" = V-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 EXTENDS TO SILL. 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 ENTER 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 % I SEE ELEVATION TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR FOR OVER HANG 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 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) #5 CONT. TOP & MID OCCURS 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 6r�rr SCALE: 3/4" = 1'-0" SS 0 (EVERY OTHER < FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP U. w NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° p c� SEE SHEET D2 AND SIMPSON HTT4 w/ (18)10d x 1 THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL a X w A a REINFORCING AS FOLLOWS: ;.:;; <`; SEALANT r FLOOR PLAN FOR 1/2„NAILS TO STUDS & (1) - MORE INFO Q Cn 1 * LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. PLACE LO 0 e 5/8 DIA. ALL THREAD ROD J #5x6' EMBEDDED INTO T * PRESS PANEL REINFORCING INTO PLACE. = 6" MIN. LAP SPLICE W/ ° ° EPDXIED w/ SIMPSON "SET" z EXISTING FOOTING (2) #5x6' IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL EPDXY MI NT & N. 6" EMBEDM E FILLED CELL SMOOTH. DO NO FURROW, ° o ° 3" MIN. EDGE DISTANCE c`nv DRILL 3/4"4" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE >. o SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP u . G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: i" p `' REMAIN FREE OF MORTAR. z \ ' ' H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT , ° 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL xv\ ° (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) A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20"MIN. (2 STORY) WITH MIN. 3" COVER EA. WAY EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 00, SCALE: N.T.S. 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, 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 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" o o C" Cal cC - 0. -a Q C. fi a, 'N C}- D C ric s � JI Li C °W 0 CV CM aLC ��!1! . .` O ' GES G`in'�� Co No PVF.'* STAT "+/ �i r 1` `•��:iiPlt�tti``� To the best of the Engineer's 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. a U9 n O ao �i u wa di N E, V LL ry Q LL LL a 113 °IL io EG xO � Wrnca _j ¢d _ z O it " 8Z d< 58 W ❑ ❑ ❑ z z z � aE3 a N - � z LL �-JLU N U � —� O Lir Un c m C U � 0• Q N Cl) M M J y z Q LL_ E 0 c g s Q 0o a Z O E R° �� n a N no (p C C or y� �LL ri N J� f 4Z4 JU az W T U �w JCD NLL -0 LO > (O T ca ca � c�fl r � L NLMO CV 1co ,-- CO V U) co T N �— 0 � +-r CV LO -� o M T— N U-) CO r C7 r E M o Z N Z W j N E r `m c a U 0 Q oO JOB NO: 22-01714-01709 SCALE : AS NOTED SHEET NO.