39795 Harmon Grove Ct - Laserfiche WebLink

Browse Search

A 1x4 1/2" DRYWALL DOOR JAMB (REFER 1X4 1/2" DRYWALL DOOR JAMB REFER ix4 1/2" DRYWALL MAX 8„ UNACCEPTABLE INSTALLTION 40 DOOR JAMB (REFER TO PRODUCT P.T. TO PRODUCT PROPER INSTALLATION DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" o.c. TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. 1 x4 1 X 4 ` #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING To 2X BOTTOM PLATE W/ 8d 4" 1x4 P.T. 3/16"� X 3" LONG „ FURRING FURRING 2 ROWS 3/16 x 3-1/2 () #5 REBAR ` ' AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD @ O.C., 2 ROWS STAGGERED 3-1/4" LONG X 3/16"0 FURRING TAPCONS " " (n'PI) TAPCON. INTO STAGGERED @ 16" TAPCON @ 16 O.C. & 4 2X8 ` 040 1x8 P.T. FROM EACH END w/ MIN. 1X8 BLOCK@ SPACING „ O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH 1 DETAIL STD, g0° HOOK 2x BAND JOIST W/ FACE NAIL 10d JOIST PER MANUFACTURE MASONRY THROUGH 1-1 /2" DETAIL 1x8 w/ (2) ROWS 8d NALS 1� 3 DETAI L (TYP.) STD. 90" ` @TOP & CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. FILL SOLID HOOK (TYP) BOTH CELLS'r FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. TO PRODUCT METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL NOT LAP SHEATHING TO DOOR JAMB (REFER EACH END W/ MIN. TO PRODUCT 11 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16 ' ` BOTTOM OF BAND D JOIST TYPICAL �.... TO PRODUCT x 3-1/2" TAPCON @ 16" 1X4 APPROVAL FOR CONN. 2 ROWS 3/16" x 3-1/2" () O.C. & 4" FROM EACH FURRING TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. + NOTC @ FIRST COURSE SIMPSON HGAM1OKTA @ 12" O.C. 4 FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ ' -2 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" TITEN INTO K.O. BLOCK 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O.C. 3-1 /4" DETAIL NOTCH WEB AT THE t5^ FIRST 2 COURSESFILLED 40*1 BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC 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 ist4 COURSES SOLID W/GROUT EMBEDMENT INTO BLK.) 1/4" MAX ° '-0" 8 2 1 PLY PRE-ENGINEERED TRUSS t n 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS BLOCK HEADER ARCH BLKG. &BUCK SIMPSON HM9KT w/ (4)1/4"x1 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"x21/4" TITEN = 2150 #) ;.... 2 x 8 45^ DIAGONAL (4) 10d NAILS INTO —LEAVE A CUT OUT IN O.S.B. ON THE 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 FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER CUT HOLE IN O.S.B. FOR BUILT UP PLWD. BUCK ARCH PANEL 2 x 8 45 DIAGONAL BRACE AT EA. POLY -CELL IN THIS AREA FURTHER INSTRUCTIONS. w :..; . SCRIBE (NOTCH) FACE OF ARCH W/ (3) 10d NAILS OVERHAN •, .•' ,. BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. INSTALL WDW. SCREW ANCHO 2 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 RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION DETAILS A -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%' WOOD * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL (2)10d NAILS @ 8" O.C. xO�FR 4' MAX. RAD. USE (1) SIMPSON 1/2" HD TITEN (CENTERED) wl 4 TO TRUSS TOP CHORD hq ARCH DETAIL MIN. 4" EMBEDMENT AT 16" O.C. + �GTy 1 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. + + + BLOCKING AS INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1!4" x 31/4" TAPCON (1 1/4"MIN. ROOF SHEATHING ATTACHED � + + REQUIRED >•�, •: � '•� "� B-B EMBEDMENT INTO ) PER NAILING SCHEDULE ALL TO SUPPORT TRUSS •.. • ! #5 BAR ' /4" MAX 2'-0" 8" + SOFFIT ►' ��' .'! • P +: p 10 • • [::::CENTERED W/ BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON i H2.5A w/ (10) + 2X4 SYP ° : ► • '► IN TOP o BLKG. & BUCK 1 X 4 FURRING 2X6 TO 2X4 8d NAILS .. EACH TRUSS o e ' KNOCKOUT / N • ° CHAtR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONNECTOR — b MONO FOOTING ' •� �.:. , ° PROVIDE 2 x 8 DIAG. BRACE B CONT. W/ (3) SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SEE LINTEL AND SECTION DETAILS BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY SCHED. _ LEAVE A CUT OUT IN O.S.B. ON TI 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. � ENTER SO lT DIRT • ? z TO BE INSTALLEDJ'-0" 000, MAX SEE PLAN PRECAST LINTEL •; • . • STANDARD 4 BUILT UP PLWD. BUCK - i 90' HOOK iv SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN TO FIT ARCH CONNECT W/ NOTE: IF TRUSSES USED) W/ (2) #6 X 4%" WOOD FOR OVER HANG FILLED CELN, L • •. • �� • START OF ARC 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4' MAX. RAD. "4'-0" SHED ROOF ENDS TO BE SCREWS @ 16 O.C. MAX. OR IF MASONRY —(MAX.( ) .: • . . ... .: . j , BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL GABLE ONLY, CORNERS WALL USE (2) 1/4' X 31/2" TAPCONS AT 16" •• �•, •� •, �• 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 �( DESIGNED ONLY FOR THE SECTION @ ENTRY L SECTION @ ROOF EXTENSION REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS INSTALLATION OF SCALE: 3/4" = V-0" SS SCALE: 3/4" = V-0" SS SECTION DETAILS AND METAL OOF FINISH SCALE: 3/4" = V-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 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. EXISTING BOND BEAM. MASONRY WALL. SEE PLAN FOR C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. PROVIDE LOWER 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 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE HOOKED DOWEL 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 ANCHOR SIMPSON HTT4 w/ (18)10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAYBE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER 1/2" NAILS TO STUDS & (1) - COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. 5l8" DIA. ALL THREAD ROD >- #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 TOP WITH MIN. 3" EPDXIED w/ SIMPSON "SET' � o IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 6t0" � EPDXY MIN. 6" EMBEDMENT & SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER 3"MIN. EDGE DISTANCE FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP U- v NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° o THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL ;.;;. > o' er n — . V a. REINFORCING AS FOLLOWS: U- a * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT #5x6' EMBEDDED INTO * PRESS PANEL REINFORCING INTO PLACE. W/ `:;.; ;:' . 6 MIN. LAP SPLICE A ° EXISTING FOOTING 2 #5x6' IN CONC. ( ) q :.' * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL .: N N FILLED CELL SMOOTH. DO NO FURROW. � � .° � \ „ � DRILL 3/4 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 " .p G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: M ` REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. r z \ \ ` H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEALANT • o ° 4" SAW CUT TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE ° \ '0 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 BLOCKS AND POINT THE VOIDS WITH MORTAR.) BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. COVER EA. WAY SECTION WEDGES FROM LOWER COURSES OF SOLID GLASS BLOCK SHALL A 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. 1 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. P �d 0FE35\0a* '/"/III I I I111100 To the best of the Engineers knowledge, information and belief, the structural plans and spedcabons 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. to n p ;n ao as LL a d! Q Lu NMv� LL a le JLLIi a W Z o rn I 0 19 W = _$ w N (O ix 0 J a Z LLW ad a N M Z y Q Z O U 6_3 W o00 - 0 v z z 1 J Q.- LO 13 - N V) (]) -0 z -8 CD 0 (a Ira w UO to U Q � w S o � W � f O z a I.L ff O O �� 0 S Z2 Q z• E� 70W Z _� OCL Na0 do wZ cn O �o m0 1E gw z °_' `° �o �Q 33 00 a W o � �L iu W 1= o N > .-. Q Y o O r T�e 04 di LO E M N M y z E a Ci _j Q p JOB NO: 20-8092 SCALE : AS NOTED SHEET NO. SS