39822 Harmon Grove Ct - Laserfiche WebLink

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3 x c Q v 's LO C m 0 i a �4 it N x rn 0 N Ir i C 3 5 a N N E E i m 0 cg i 66: '4 0 a 0 0 R-i IA 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER ix4 1/2" DRYWALL , UNACCEPTABLE INSTALLTION , DOOR JAMB (REFER P T TO PRODUCT TO PRODUCT TO PRODUCT PROPER INSTALLATION MAX. 8' DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1 X 4 ` #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d 4" x P.T. 3/16"0 X 3" LONG FURRING FURRING ROWS x 3-1/2" 3-1/4" LONG X 3/16"0 FURRING TAPCONS #5 REBAR ` ' (nP) AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD @ O.C., 2 ROWS STAGGERED 16" TA TAPCON. INTO TAPCON @ 16" O.C. & 4" 2Xg STAGGERED @ 16 ` ' 1x8 P.T. FROM EACH END w/ MIN. 1X8 BLOCK@ SPACING „ O.C. 2-ROWS INTO PER MANUFACTURE 1 DETAIL 2" EDGE DIST. ATTACH � `STD. 90 HOOK 2x BAND JOIST W/ FACE NAIL 10d MASONRY THROUGH 1-1 I2++ DETAIL 1x8 w/ (2) ROWS 8d NALS ++ 3 DETAIL (TYP.) STD. 90^ ` @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. FILL SOLID HOOK (TYP.) BOTH CELLS FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" DOOR JAMB (REFER TAPCON @ 1x4 P.T. TO PRODUCT METAL SEAT PLATE O O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL NOTE: 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"EEll LAP SHEATHING TO BOTTOM OF BAND x 3-1/2" TAPCON @ 16" JOIST TYPICAL APPROVAL FOR CONN. " 1x4 (2) ROWS 3/16 x 3-1/2 O.C. & 4" FROM EACH FURRING TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ ±2„ NOTC @FIRST COURSE SIMPSON HGAM10KTA @ 12" O.C. 2x8 P.T. ATTACH SECOND PLY w/ ' wl (4)1/4xl 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 /411 DETAIL NOTCH WEB AT THE ' ±5" FIRST 2 COURSES ` EE L 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 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 UPLIFT CAPACITY W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A _ 1600 #FOR 2 STRAPS FILL 1st 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX -0" 2' 8" SOLID w/GRour 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4 x 31/4 TAPCONS " 1 PLY PRE-ENGINEERED TRUSS 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)16d77 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 CUTOUT 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" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. CONTACT ENGINEER of RECORD FOR N FURTHER INSTRUCTIONS. SCRIBE NOTCH (NOTCH) FACE OF ARCH W/ (3)1 Od NAILS - OVERHAN ' �; BACKSIDETO FIT ARCH (4)10d NAILS INTO 2x8 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 PROVIDE TAPCON WITHIN ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4" MIN. OF BRACE DETAILS A INSTALLATION DETAILS OR THRU 2 X 4 #2 SYP SCAB TO SIDE OF FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" INSTALLATION -A PROVIDE TAPCON PER WDW. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO 2'-6" 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 REQ'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL NAILS 4' MAX. RAD. ARCH DETAIL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ X O�FR TO TRU SP CHORD hqN .J MIN. 4" EMBEDMENT AT 16" O.C. �� RC'T!y 1 r-Orr 51-011 SCALE: N.T.S. SS 12 + + PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE i + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS • • � WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED / + REQUIRED > ► ► " EMBEDMENT INTO ) /4 MAX PER NAILING SCHEDULE ALL TO SUPPORT TRUSS •.: • ►: #5 BAR • ' 2'-I 8" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON i + SOFFIT + ►• �� :'► • p p. 1-0 ° ` • ; ' e ' CENTERED W/ BLKG. &BUCK 2X6 TO 2X4 H2.5A wl (10) 2X4 SYP .. ► • '► IN TOP 4 1 X 4 FURRING 8d NAILS EACH TRUSS ► •s .' KNOCKOUT/ N — CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2 MIN. PROVIDE 2 8 DIAG. BRACE B O PROVIDE 2x CONT. CONNECTOR ', — p MONO FOOTING ' •► j°• x (3) , SIZE AND REINF. PER PLAN ° VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE IL 12d NAILS SEE LINTEL AND SECTION DETAILS -I BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY SCHED. LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL ° • ► 2 x 8 VERT. BRACES INSIDE TO ALLOW FOR INSULATION ARCH () #2 SYP @ 24" O.C. � ENTER SO IT .► DIRT • 4 TO BE INSTALLED BUILT UP PLWD. BUCK - 10 - "MAX E PLANJ PRECAST LINTEL STANDARD o • . , 917 HOOK i14 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/ START OF ARC NOTE: IF TRUSSES USED) W/ (2) #6 X 4%" WOOD FOR OVER HANG FILLED CELL • �' • �'' • �'• ' • �' ' 8d NAILS 4' MAX. RAD. " O.C. MAX. OR IF MASONRY (MAX. 4'-0") BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL GABLE ONLY, CORNERS WALL USE (2)1/4" X 31/2" TAPCONS AT 16" � � � � � � INSTALL WDW, SCREW THRU OSB INTO 2 x 8 SHALL NOT BE FRAMED AS O.C. • • •' • •r • •' ANCHOR INTO ARCH BLKG. HIP. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-B ARCH DETAIL �( DESIGNED ONLY FOR THE SECTION @ENTRY rL SECTION @ ROOF EXTENSION M REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS INSTALLATION OF SHINGLE SCALE: 3/4" =1'-0" SS SCALE: 3/4" =1'-0" SS MONO TO STEMWALL FOOTING SECTION DETAILS AND METAL ROOF FINISH SCALE: 3l4" =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 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. 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"4" 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 ANCHOR x 1 SIMPSON2" MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER "SQUEEZED" W.W.M. AT PERIMETER 1/2" NAILS TO STUDS & (1) - NAILHTT4 U S & (1) COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. 5/8" DIA. ALL THREAD ROD r #5x6' EMBEDDED INTO EXISTING BOND BEAM E INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 a. PANEL PER ANCHOR) OCCURS TOP WITH MIN. 3" EPDXIED wl SIMPSON "SET" 1 Cr z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. HE SAME SPACING R REINFORCING COVER 6'-0" 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 g FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LL LL' NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° p U THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL n o' v a A REINFORCING AS FOLLOWS: a * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. _ SEALANT : pp e v z #5x6' EMBEDDED INTO PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ A _ EXISTING FOOTING (2) #5x6' IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL ' cai� in FILLED CELL SMOOTH. DO NO FURROW. e , e C„ �� DRILL 3/4 x5 MIN. HOLE F PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE o. n `. SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6 MIN. LAP C . \ G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE c.t p REMAIN FREE OF MORTAR. NOTE: Cn z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. T n TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° ��'0 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \00 ' (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. i t 1 S I \\1``ti,tttlii .O vf� �SE•�•�. :N %.f 0 01?- F L 4'• �"Out Itlltll�� To the best of the Engineers knowledge, information and beW 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. t» a Co o qg 62 i � O (» ,q "o in x I` a !n LL W a Y ayr�ic ca JLLU_ a 0 Z 0 �. r o O1 N �p m O J L f Mo N Z cc L O h Z z � z J Gn -J N Z v J0 (Q .o N - W W U O—� w S '® C) LU 8 x <C 74 � Cl)o W U_ E o _® A OV � �o wa o� Z E o� �z y O pzp �z � z w Z (� "S H p '<W zCZFF JbZ � � z w Wa c� 3 ' =k ~1 r o CD Z �� 7F ixo a= zlid 3 O > Ln � L d � ^' W � g ._n 0 LO U O) O r O ^�^'' W m SLR V o /� (0 r T� c0 CD r L() ONO r E r C,)o H z z E O E a; m € a U .� Q p � JOB NO: 20-8084 SCALE : AS NOTED SHEET NO. SS