36446-36468 Well Hill Way - Laserfiche WebLink

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DOOR JAMB (REFER 1 4 1/2" DRYWALL DOOR JAMB (REFER F-1x4 /2" DRYWALL DOOR JAMB (REFER 1x4 1x4 1/2" DRYWALL TO PRODUCT -FPx T F TO PRODUCT TO PRODUCT APPROVAL FOR CONN. N. APPROVAL FOR CON 91, 1x4 P.T. ?\\-FURRING APPROVAL FOR CONN. E X 4 FURRING 3-1/4" LONG X 3/16"0 3/16"0 X 3" LONG TAPCONS FxU4RR,N. (2) ROWS 3/16"x 3-1/2"' TAPCON. INTO STAGGERED @ 16" L1x8 TAPCON @ 16" O.C. & 4" 2X8 LL11X8 BLOCK@ SPACING 1" DETAIL O.C. 2-ROWS INTO P.T. FROM EACH ENDw/ MIN. 2" EDGE DIST. ATTACH PER MANUFACTURE MASONRYTHROUGH 1-1/211 DETAIL 1 x8 w/ (2) ROWS 8d NALS 3" DETAIL 1x4 P.T. & I x8 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 IN. APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN. TO PRODUCT F TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. ,/j 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 1:1 TAPCON @ 16" O.C. & L END w/ MIN. 2" EDGE DIST. FURRIN( Z 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ L 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 0� M=A 11 1) 1 IAIII nCTAII STAGGERED@ 12"O.C. -i-i/All nPTA11 BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS SCALE: N.T.S. 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 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45^ DIAGONAL (4) 1 Od 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) X8 27 BACKSIDE TO FIT ARCH (4) 1 Od NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB y ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 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. 1\1!s� INSTALL WDW. SCREW ANCHOR—1 INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX ir SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 BUCK - CONNECT TO BLOCK 2'-0- WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. EMBEDMENT IN 0 K.) /4" MAX 2'-0" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 1 Od NAILS AT EA. END T PROVIDE 2 x 8 DIAG. BRACE B WN,,� VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) ) 1��UL 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 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL INSTALL WDW, SCREW THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL rK 13-13 SCALE: N.T.S. 1\ �S — SECTION A -A 810 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) 10d NAILS AT EA, END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4'MAX. RAD. SECTION B-B 811 EQUAL PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC PROPER INSTALLATION MAX. 8" FILL SOLID BOTH CELLS #5 RE& (TYP.) STD. 90, HOOK (I 7 ±511 LNOTCH WEB AT FIRST 2 COURSI �AFAUI I T = t$U*;F 1-UK I b I KAIJ = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT W/ (4) 1/4"X1 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 4W 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 EE S TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 2X6 TO 2X4 (5) 12d 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 "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 COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PERANCHOR) 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) 0 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: SEALANT PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. .. �� 1. 1:. * 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 NOTE: REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS 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 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. SIMPSON H2.5A W/ (10) 8d NAILS 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4Y." 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 #5 CONT. TOP & MID " MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS WITH MIN. 3 CO VER-� 6-011 1 A VA GRADE 0. t> C%j C%j SIN— (2) #5 REBAR. (1 -STORY) 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY 10 f SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN ,R YP.) rHE S 10 UNACCEPTABLE INSTALLTION DO NOT DO THIS 0 0 #5 REBAR (TYPj *TD. 90- HOOK (TYP.) 10 B @ FIRST COURSE *4* *# FILLED CELL INSTALLATION H I SCALE: N.T.S. SS SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW 2x SUB FASCIA ALUM DRIP EDGE BRG WALL TYPE ALUM FASCIA PER PLAN I I 1-3/4" TRIM PAINTED SS NAIL W/ 5/16" HEAD F CHANNEL, V_ FASTENED PER DIA. @ 24" O.C. NOTE 2 BELOW—i—N--L 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. 11. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED i ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. i 12. 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"XII/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE Q EACH GROOVE STRUCTURAL SOFFIT S SF01 REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER CALE: 3/4" = V-0" (--) FOR ALUMINUM SOFFITS �/ITH SPANS THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* 2 X 4 #2 SYP SCAB TO SIDE OF �2)r 0 TRUSS AS SHOWN FOR O.H. UP TO Z-13" + (2) 1 Od NAILS @ 8" O.C. DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H. 71y TO TRUSS TOP CHORD + + + + PLYWOOD SHEATHING + + + BLOCKING AS + REQUIRED TO + SUPPORT SOFFIT + 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL- SCHED. ENTER SOFFIT PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION SCALE: 3/4" = V-0" SIMPSON HTT4 W/ (18) 10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD 'SET' EPDXIEDW/ SIMPSON EPDXY MIN. 6" EMBEDMENT 6 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: >_ cr z 0 0) < 2 U. 0 LU L) 2"x BOT. PLATE W/ (2) 10d @ 6" O.0 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 METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND SIMPSON HGAM10KTA @ 12" O.C. x INTO BAND JOIST & (4) 1/4"x2 3/4' L TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. Le- FILL 1 st 4 COURSES 'I SOLID WIGROLIT FOR OVERHANGS BETWEEN OVER 1 1/2" L CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS.� 0 RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4"TO 11/2" NOTE: FOR OVERHANGS LESS THAN 3/4"- NO REPAIR REQ'D. 1 -011 11-011 5 NISH 1�r A .. it' —#5 BAR 0, CENTERED W1 2 10 - IN TOP a 9 KNOCKOUT/ N 1101 1 , * CHAIR BLOCK % 0. MONO FOOTING SIZE AND REINF. PER PLAN AND SECTION DETAILS CLEAN FILL ;2� DIRT STANDARD 90r HOOK #5 BAR IN -1 �` t FILLED CELL JV VL, I I'L L L zi5:_7 TING SIZE AND STEMWALL FOO REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SECTION DETAILS SCALE: 3/4"= V-0" OTE: 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 I-W/ SAW CUT SECTION EXISTING FOOTING SCALE: N.T.S'. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. on C= cc o; >0 C3 I E! iB C= ft V-- C= 16i Cj �z E2 L< 1% V; C C'4 E CIA Cc, C14 CD C14 C14 L No P 50 ST�A TE OF 0 ...... 03.% iiiii10% ti To the best of the Enginser'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 drewing pages bearing Engineer's signature and seal, 00 9 E 8 04 0 8 g - I - 0 0 - n (:01 1- Z 12 W, 0) 4 �04 0 103 M U_ u_ z 0. a �E C� W W 0 z 0 z Ln uj C, Z z Cj CD :;7- < C1 Q) 0 V) LU Un LU -rig C4 CM M< z LL- E W M0 Z < 8 Do. U 0 E 0. ro C 0. I 6 .2 z co a) __j . � 1z < � zo- 0 0 W EE 0. it z M C*4 N_ C,� L_ CO 00 C:) 00 to U) 2 60 00 :3= 0 CN cv) 04 to 0 C%j to r 04 E M T z E E 0 0 �2 :8 M < _j JOB NO 23-13121-13124 SCALE AS NOTED SHEET NO. SS