6403 Beverly Hills Dr - Laserfiche WebLink

Browse Search

1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 ( UNACCEPTABLE INSTALLTION DOOR JAMB (REFER TO PRODUCT TO PRODUCT P.T. TO PRODUCT MAX.8" ♦♦ DO NOT DO THIS �� PROPER INSTALLATION 2"x BOT. PLATE W/ (2) 1Od @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 r 1 X 4 71x4 P.T. LT ♦♦ #5 REBAR (TYP,) �� ♦♦♦♦ 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO BOTTOM 4 3/111 X 3" LONG FURRING FURRING 2 ROWS 3/16" x 3-1/2" ( ) #TMPEBAR AND NAILED W/ 8d COMMON @ O.C., ROWS STAGGERED 3-1/4" LONG X 3/16"0� FURRING TAPCONS ..�� (TYP,) ♦♦ 6" O.C. EDGES AND 12" O.C. FIELD44 TAPCON. INTO @ �� TAPCON @ 16" O.C. & 4" 2Xg STAGGERED 16 .� ♦ 1x8 P.T. FROM EACH END w/ MIN. 1X8 BLOCK@ SPACING ,r O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH PER MANUFACTURE 1 DETAIL o ♦ �S�D. 0 HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL d MASONRY THROUGH �� 1-1 /2 DETAIL 1x8 w/ (2) ROWS 8d NALS �� 3 DETAIL STD. 90" ♦♦ �� ♦' FILL ♦♦♦ @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. OLIDLS HOOK (TYP.) .�� BOTHTAPCON FACE BE NAILS 10d @ TRUSS VERT. TAP@ 116" 1x4 P.T. DOOR JAMB (REFER TO PRODUCT El L: 41, Lil METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL NOTE: EACH END W/ MIN TO PRODUCT APPROVAL FOR CONN. ix4 LAP SHEATHING TO DOOR JAMB (REFER TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" n x 3-1/2" TAPCON @ 16" .�1 ♦♦♦ BOTTOM OF BAND JOIST TYPICAL APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" `�' O.C. & 4" FROM EACH 1x4 @ END w/ MIN. 2" EDGE DIST. FURRING♦ TAPCON 16" O.C. & +2" NOTCH�t�B @ FIRST COURSE SIMPSON HGAMIOKTA @ 12" O.C. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ - ♦ ♦♦♦ w/ (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" ( ) 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O.C. 3_ 1 /4�� DETAIL NOTCH WEB AT THE �� ♦♦ TITEN INTO K.O. BLOCK t5 FIRST 2 COURSES 010 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 _ 1610 # FOR 2 STRAPS FILL RSES EMBEDMENT INTO BLK.) 1/4" MAX „ 2 -0 8" 1 PLY PRE-ENGINEERED TRUSS SEE ARCH PLAN AND D W/GR UT •oo SOLID w/cRour 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 3 1/4"TAPCONS PRE-ENG TRUSS DESIGN BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS SEE NOTE 1 BELOW 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 j ALUM DRIP EDGE 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 I I ALUM FASCIA WALL TYPE 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. BRG �--- 1 PER PLAN 1 I 1-3/4" TRIM PAINTED CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. :e' SCRIBE (NOTCH) BACKSIDE TO FIT ARCH FACE OF ARCH W/ (3)10d NAILS (BRACENBLKG NTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL I I F CHANNEL, I SS NAIL w/ 5/16 HEAD DIA. @ 24" O.C. .,:• . OVERHANG'�' •,+ , .,. �. CONNECT W! 8d NAILS \_2 N.T.S. FASTENED PER 1 NOTE 2 BELOW-1—- CONT VENTED OR SOLID SOFFIT I L x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHOR ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE WITHIN CONT CEVERY RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4 MIN. OF BRACE RACE OTHER TRUSS BLOCKING w/ 2-12d NAILS (*o CHORD TR SS 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 IF TRUSSES USED 'YV WOOD ) W/3 () #6 X 4 - — - 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED NOTE: FOR OVERHANGS LESS THAN 3/4" • NO REPAIR REO'D. SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING 4' MAX. RAD. ARCH DETAIL ri USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ , I 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# 165" R5 FL r_ 11- Qrr 5 10n SCALE: N.T.S. SS 12 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 2x6 #2 SYP @ 24" O.C. - WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMONDAt-,FINISH PATTERN FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4 x 3 1/4TAPCON (1 1/4' MIN. ROOF SHEATHING ATTACHED i - SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @ EACH GROOVE ° B-B /4" MAX EMBEDMENT IN TO K.) " PER NAILING SCHEDULE ALL - • '� , ►: #5 BAR 2 -0 8 SIMPSON STRUCTURAL SOFFIT 1. ►' " P 1-0 • CENTERED W/ BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS H2.5A w/ (10) S F01 `' ► ' IN TOP c 1 X 4 FURRING BLKG. &BUCK 2X6 TO 2X4 8d NAILS SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS ° ► ' KNOCKOUT / iv REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER , i 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.* MONO FOOTING 1 - d ►• PROVIDE 2 x 8 DIAG. BRACE B PROVIDE 2 O MIN. CONT. W/ (3) ' A 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 TI 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. � 2 X 4 #2 SYP SCAB TO SIDE OF .► DIRT . 4 Z TO BE INSTALLED 4'-0" SEE 2 xOV TRUSS AS SHOWN FOR O.H. UP TO 7-6" � STANDARD BUILT UP PLWD. BUCK - EiQ * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. Nq . °'• �? i 99 HOOK iv SCRIBE (NOTCH) BACKSIDE „ 7/16 OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH + + �FNGT (2)10d NAILS @ 8" O.C. H #5 BAR IN TO FIT ARCH CONNECT W/ NOTE: IF TRUSSES USED) W/ (2) #6 X 4Yz' WOOD + TO TRUSS TOP CHORD FILLED CELL - - 8d NAILS START OF ARC 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) SHED ROOF ENDS TO BE SCREWS @ 16" O.C. MAX. OR IF MASONRY + + .• , �.,�. �., .�� .� .: • ., BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL 4' MAX. RAD. 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. + + "� '� `� ' ' ANCHOR INTO ARCH BLKG. HIP. + STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS ARCH DETAIL �( B-B DESIGNED ONLY FOR THE SECTION @ ENTRY KT BLOCKING AS + REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS INSTALLATION OF SHINGLE SCALE: 3/4" = V-0" SS TRUSS + REQUIRED TO MONO TO STEMWALL FOOTING SECTION DETAILS AND METAL ROOF FINISH + SUPPORT SOFFIT 2X4 SYP ... SCALE: 3/4" =1'-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. X. 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 SEE ELEVATION TOP SPACE BETWEEN EXISTING GROUT &NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR FOR OVER MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY t 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER HANG 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 M z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING WHEN AT JAMBS AND HEADS IN LIEU OF CHANNEL WITH MIN. 3" COVER V-011 SCALE: 3/4" =1'-0" 0 ¢ SHALL APPLY TO PANEL ANCHORS USED (EVERY OTHER FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS. RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP � v NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° ♦—� O A SEE SHEET D2 AND THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL ► ° > ► S-T SIMPSON HTT4 w/ (18)10d x 1 W a U REINFORCING AS FOLLOWS: _ y. SEALANT FLOOR PLAN FOR 1/2" NAILS TO STUDS & 1) - ( MORE INFO a * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. g► ° „� — _ 5/8" DIA. ALL THREAD ROD = g #5x6 EMBEDDED INTO * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ ► ° EPDXIED w/ SIMPSON "SET" :. 0 ? EXISTING FOOTING (2) #5x6' IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL ° NT & EPDXY MIN 6" EMBEDMENT 3" MIN. EDGE DISTANCE ¢ "' 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 >. a SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP 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 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 ° 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ' (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 O 20"MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 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"=1'-0" RETROFIT FOR MISSING :b 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" N po O co X CL L (a C N Y N QS Q Q o 3 zcp N 3 Q.0 E : :3 C: 0 o �o >�dw-w \\{tfi!(llfr r' F20 W ♦f`�ri •�, • ��ASE v '• G ' q ti o ••• �\ \p •• F l-O'• 4' C,FEsS10� To the best of the Engineers knowledge, information and belief, the structural plans and specifications 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, a 00 I O N v N �� N �u� C cn # - a L rrNi v 2S d�1 �LLLLS — LL a _ _ `2m 0 O o� 1 W U) co Ia Go Z � MZ QIL �2¢Ln0 ZN O U U W ❑ ❑ ❑ z z z a - N Qz 1 0 LL CLU O o �N j _ u ¢ Y < 0 N � r— 0 _j M o _ E SE �= Ze oa zo N � �? M �o z yj C/7 .0 )� W S 8 a W D_ � U� m w �= o xQ tCD D �Iy�y 04 glS US . sn �L J O 9 0 M ca O m O � CV O T N co ♦— E M "� 0 Z c E 10 N E ti �° = a v . i c0 a o c JOB NO: 22-02353 SCALE : AS NOTED SHEET NO. SS