3071 Nubbin Ridge Ln - Laserfiche WebLink

Browse Search

LZ DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL MAX 8„ UNACCEPTABLE INSTALLTION 00 TO PRODUCT TO PRODUCT P.T. TO PRODUCT APPROVAL FOR CONN. PROPER INSTALLATION DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" O.C.. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 #5 REBAR (TYP,) e 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 1x4 P.T. 3/16"� X 3" LONG FURRING FURRING 3-1/4" LONG X 3/16"� FURRING TAPCONS (2) ROWS 3/16 x 3-1/2 (TYP REBAR ` ' AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED X8 STAGGERED @ 16" TAPCON. INTO TAPCON @ 16" O.C. & 4"LL11X8 ` ' FIELD 1x8 P.T. FROM EACH END wl MIN. BLOCK@ SPACING „ O.C. 2-ROWS INTO �� 1 DETAIL 2 EDGE DIST. ATTACH PER MANUFACTURE MASONRY THROUGH _ �� 1x8 w/ 2 ROWS 8d NALS �� 1 /2 DETAIL () 3 DETAIL � D. 90° HOOK (TYP.) STD. 90 ` / 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) 1 x4 P.T. & 1x8 P.T. STAGGERED @ 12 O.C. FILL SOLID BOTH CELLS HOOK( FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB REFER TAPCON @ 16 METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER TO PRODUCT EACH END O MIN TO PRODUCT APPROVAL FOR CONN. 1x4 1/2" DRYWALL NOTE: LAP SHEATHING TO DOOR JAMB (REFER TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3116" ' BOTTOM OF BAND APPROVAL FOR CONN. x 3-1/2" TAPCON @ 16" 1x4 JOIST TYPICAL — —j TAPCON @/16" O.C. O.C. & 4" FROM EACH FURRINGSIMPSON END MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ C ' +2„ NOTC FN @ FIRST COURSE - HGAMIOKTA 12" O.C. @ w/ (4)1/4x1 1/2"SDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 ` 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 *5� FIRST 2 COURSES ` TITEN INTO K.O. BLOCK BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED 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 = 805 #FOR 1 STRAP W/ 1/4" x 31/4" TAPCON ( 1 1/4" MIN. A -A =1610 # FOR 2 STRAPS FILL 1st4COURSES EMBEDMENT INTO BILK.) 1/4" MAX SOLID WIGROUT 1r 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. Z-0" 8" 1 PLY PRE-ENGINEERED TRUSS ` �• 1/4" x 31/4" TAPCONS BLOCK HEADER ARCH BLKG. &BUCK SIMPSON HM9KT w/ (4)1/4"xl 1/2" SDS 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 LEAVE A CUT OUT IN O.S.B. ON THE 2 x 8 45' DIAGONAL (4)10d NAILS 7THIS BRACE(S) 2 x 8 BRACE/INSIDE TO ALLOW FOR INSULATION •• 7/16" OSB TO BE INSTALLED BUILT UP PLWD. BUCK ARCH PANEL CUT H BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR SCRIBE (NOTCH) POLY 2 x 8 45 DIAGONAL BRACE AT EA. FURTHER INSTRUCTIONS. FACE OF ARCH W/ (3)10d NAILS BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2x8 AT EA. END RETROFIT TRUSS DETAIL OVERHAN CONNECT W/ 8d NAILS BRACE/ BLKG. :�. .• . N.T.S. x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHOR\_2 PROVIDE TAPCON WITHIN INTO ARCH BLKG. PER ARCH FACES W (4)10d N�m AILS THRU CISINTO 2 x 8 RETROFIT WALL OVERHANG DETAIL NTS 4 MIN. OF BRACE INSTALLATION DETAILS A 2 X 4 #2 SYP SCAB TO SIDE OF -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO Z-6" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED W/ 3 #6 X 4%2' WOOD ) () * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL (TO NOTE: FOR OVERHANGS LESS THAN 3I4" - NO REPAIR REO'D. 4' MAX. RAD. ARCH DETAIL i USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ XOVFRy TRUSSILS TOP CHORD qN MIN. 4" EMBEDMENT AT 16" O.G. (F NO7'y 1,-0„ 5,-0„ SCALE: N.T.S. SS 12 + + PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + OJYINISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS ° WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. B B ROOF SHEATHING ATTACHED + REQUIRED D P EMBEDMENT INTO ) /4" MAX PER NAILING SCHEDULE ALL TO SUPPORT ° . 2�_p�� g�� TRUSS + SOFFIT + p p #5 BAR A 'o BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON + 1,0„ ° o ° ° CENTERED W/ 1 X 4 FURRING BLKG. &BUCK 2X6 TO 2X4 H2.5A w/ (10) 2X4 SYP . ° e o ° °� 9 H IN TOP o 8d NAILS EACH TRUSS o KNOCKOUT / C-"4 8d NAILS @ 8" O.C. AT BUCK III CHAIR BLOCK PROVIDE 2 x 8 DIAG. BRACE B 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE (Z) MIN. PROVIDE 2x CONT. W/ (3)FTk CONNECTOR ° — p il MONO FOOTING - .D Q D ° VERT. BRACES WHEN HGT. OF _ --'—'- TAPCON AT EA. SIDE 12d NAILS SIZE AND REINF. PER PLAN BRACE EXCEEDS 24 BUCK - WITHIN 4 JACK TRUSS PROVIDED BY SEE LINTEL SCHED. AND SECTION DETAILS -I LEAVE A GUT OUT IN O.S.B. ON T MIN. OF START OF S TRUSS COMPANY OR 2x4 -1o D 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT CLEAN FILL D ° DIRT D z TO BE INSTALLED 00, 110 4'-0" MAX SEE PLAN BUILT UP PLWD. BUCK - PRECAST LINTEL ° STANDARD o SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN ' 90° HOOK N I TO FIT ARCH CONNECT W/ START OF ARC IF TRUSSES USED) W/ (2) #6 X 4%." WOOD FOR OVER HANG FILLED CELL 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4' MAX' RAD• SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") fRTHRU INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE (2)1/4" X 31/2" TAPCONS AT 16" ANCHOR INTO ARCH BLKG. OSB INTO 2 x 8 O.C.ilk PER INSTALLATION DETAILS ARCH DETAIL rK SECTION @ ENTRY L SECTION @ ROOF EXTENSIONrM STEMWALL FOOTING SIZE AND SIZE B-g REINF. PERLANANDS EMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4"-1 0 SS �" � �� " �� SCALE: 3/4 - 1 0 SS SECTION DETAILS SCALE: 3/4" =1'-0" 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 AT LEAST 2 HOURS BEFORE PLACING MORTAR. CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT &NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR W.W.M. AT PERIMETER SIMPSON2" 11) x 1 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION NAILHTT4 U S 1/2" NAILS TO STUDS & (1) - E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) (1) #5 BARS CONT. OCCURS 5/8" DIA. ALL THREAD ROD "SET" >- #5x6' EMBEDDED INTO EXISTING BOND BEAM z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING TOP WITH MIN. 3" EPDXIED SIMPSON 1 0 SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER COVER 6'-0" F F N. EPDXY MIN. 6" EMBEDMENT & ` „ FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) 3 MIN. EDGE DISTANCE 1 LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE EXPANSION STRIP ` wo v NON SHRINK GROUT. THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL °. w REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN I SEALANT ORTA _ _ T o �LIII-111_ ¢ cn 1A U_ "- Q BED JOINT. DO NOT FURROW. e _r -11 — — — * PRESS PANEL REINFORCING INTO PLACE. -; :::°`,;'':;.,::. '" ; :>;:<:,>;::':: ;:':=.;: ;.:.: III-11► - — c� z 5x6 EMBEDDED INTO ..:: * REINFORCING .::'::..`: 6" MIN. LAP SPLICE W/ COVER PANEL RE N ORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL o I I r EXISTING FOOTING (2) #5x6 IN CONC. � SMOOTH. DO NO FURROW. u �° N FILLED CELL — — — DRILL 4" " L 3/ x5 MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE o. T SE BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6 MIN. LAP p I ° \ O G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE ° ° n REMAIN FREE OF MORTAR. NOTE: M 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 ° ° ` \ a 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY, GLASS BLOCK DETAIL \ ' (2) #5 REBAR. MIN. 3" 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. Of COVER EA. WAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP 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, SCALE: 3/4 -- 1-0 „_ SCALE: 3/4 -1-0 FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. ® c �;�/1yt�A�<� A� V� N •0 ° R o N (� N�, rtarESS a;' To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W H �E� 00 N (p Gp N 01 O O� 01 V cD J tM r c u- co 0 M � LL # W LL N LL d Q Lu ai LL ° a z ��,go m m m O �Eoa Z ILW N a z Q O aM z N °LL 0 OIDID W z N O 00 z � z o J M d N E31 Wv) M z o 0 (1)_ � LL U a O U1 W ° o �V U m w rn 2 E V y c `n d Q o ® O Q ol N � W M o z < !■ 19wz U c6 E zo oo <� Z® oa o U K ()O O O N @ Fa- �o <o z wz • fa C Y y m� o Oz J m a ° Q W z co a Si Z c) to lo �w o w< L90 >° co 18< �3 0 2M = L W ■> qzT c Nco J ^� Q o O (.0 O r r o 0 E E 3 CV M c� o z z Ecu y E0 U J w ICU Q 0 J JOB NO: 20-1788 SCALE : AS NOTED SHEET NO. SS