2979 Moulden Hollow Dr - Laserfiche WebLink

Browse Search

kR to .0 co M 3F_ C> E E 0 L= CL 00 1X4 1/2" DRYWALL DOOR JAMB (REFER DOOR JAMB (REFER 1X4 1/2" DRYWALL DOOR JAMB (REFER 1X4 1/2"DRYWALL MAX. UNACCEPTABLE INSTALLTION 8" TO SHT. SDW2-K1 FP.T. F TO SHT. SDW2-K1 TO SHT. SDW2-K1 FOR CONN. DETAILS PROPER INSTALLATION DO NOT DO THIS 2"x BOT. PLATE W/ (2) 1 Dd @ 6" O.C. FOR CONN. DETAILS )tx\_1F FOR CONN. DETAILS X 4 EF 1 X 4 4% #5 REBAR (TYP,) 0#0 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO X 4 t, 3-1/4" LONG X 3/16"0 FURRING /16"0 X 3" LONG 3 FURRING 3/16-0 X 3-1/2" LONG TAPCONS FURRING #5REBAR *411% 40# AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCONS STAGGERIED STAGGERED @ 16" 2X8 (TYP,) 4%# #** BLOCK@ SPACING 1" DETAIL jr O.C. 2-ROWS INTO 1X8 P.T. STAGGERED @ 16" O.C. 2-ROWS INTO 1 Y,2 1X8 4 PER MANUFACTURE MASONRYTHROUGH 1-1/211 DETAIL MASONRYTHROUGH 311 DETAIL STD. 90A 4,,# 90- HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 10d @TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB TAPCON @1 TAPCON @ 16" 1X4 P.T.— METAL SEAT PLATE O.C. & 4" FROM 0 C - & 4" FRI 3/16" x 3 -1/2" DOOR JAMB (REFER 1/2" DRYWALL IA 1X4 NOTE: E H END DOOR JAMB (REFER EACH END W/ MIN. K FOR DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR LAP SHEATHING TO 2" EDGE DIST. ED GED 2 it IS_ TO SHT. SDW2-K1 TO SHT, SDW2-K1 CONN. DETAIL BOTTOM OF BAND JOIST TYPICAL FOR CONN. DETAILS FOR CONN. DETAILS C 10d @ 12" O.C. 1 X 4 44 _j FURRING '.0 X 2X8 P.T. WITH 3/1613 X 3" 4S L LONG TAPCONS _±_2"L No FIRST COURSE TN;c SIMPSON HGAM10KTA @ 12" O.C. w/ (4) 1/4x1 1/2 'SDSSCREWS L 2x P.T. AS REQ'D 2X8 P.T. 2X8 STAGGERED @ 16" O.C. NOTCH WEB 441% INTO BAND JOIST & (4) 114"A2 3/4' 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1/4" DETAIL ±5A AT THE FIRST 2 COURSES TITEN INTO K.O. BLOCK BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGSIII"'it" �cc LED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION //"�H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. 1\ �S SCALE: N.T.S. SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK no SECTION A -A UPLIFT CAPACITY = 805 # FOR 1 STRAP U W/ 1/4"x 3 1/4"TAPCON (11/4" MIN. = 1610 # FOR 2 STRAPS FILL 1St 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX SOLID W/GROUT 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. Z-0. 8- 1 PLY PRE-ENGINEERED TRUSS BLOCK HEADER ARCH BLKG. &BUCK 1/4" x 3 1/4" TAPCONS —SIMPSON HM9KTw/(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 #) 2 x 8 45^ DIAGONAL (4) 10d NAILS INTO INTO -,LEAVE A CUTOUT IN O.S.B. ONTHE BRACE(S) 2 x 8 BRACE/ BLKG. BLKG 7 INSIDE TO ALLOW FOR INSULATION 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR TO BE INSTALLED & _--2 BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 11/2" CONTACT ENGINEER OF RECORD FOR POLY CELL IN THIS AREA SCRIBE (NOTCH) C LL S x 8 45 DIAGONAL BRACE AT EA. FURTHER INSTRUCTIONS. 1 n mail ".q , ImTn BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 FACE OF ARCH W1 (3) 1 Od NAILS AT EA. END RETROFIT TRUSS DETAIL OVERHAN CONNECT W1 8d NAILS BRACE/ BLKG. \-PROVIDE N.T.S. INSTALL WDW. SCREW ANCHOR--/ 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB TAPCON WITHIN INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 RETROFIT WALL OVERHANG DETAIL (NTS) 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH 4" MIN. OF BRACE INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-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 314"- NO REPAIR REaD. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL (2) 10d NAILS @ 8" O.C. ARCH DETAIL 4' MAX. RAD. USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ 01/, Ic TO TRUSS TOP CHORD MIN. 4" EMBEDMENT AT 16"O.C. + 11-0 11 5141 SCALE: N.T.S. �S 12 + + PLYWOOD SHEATHING JACK TRUSS PROVIDED BY EE; + + TRUSS COMPANY OR PLANI� 2x6 #2 SYP @ 24- O.C. + + + INISH FL O"R, 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS A WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED b C=9F2=z= 10 EMBEDMENT /4"MAX 2-4- 8- PER NAILING SCHEDULE LL TO SUPPORT TRUSS + SOFFIT , '----#5 BAR *I-, BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5) 12d NAILS SIMPSON + + + $oil j> CENTERED W/ 1 X 4 FURRING BLKG. & BUCK 2X6 TO 2X4 H2.5A w/ (10) 2X4 SYP &a IN TOP 9 8d NAILS EACH TRUSS ------------ Fz;=.=p 0 KNOCKOUT/ N CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END PROVIDE 2 8 DIAG. BRACE BTYR4,, PROVIDE (2) MIN. PROVIDE 2x CONT. W/ CONNECTOR MONO FOOTING x (3) SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS BRACE EXCEEDS 24" BUCK - (1) WITHIN 4- JACK TRUSS PROVIDED BY—/ SEE LINTEL SCHED. AND SECTION DETAILS i LEAVE A CUT OUT IN O.S.B. ON T OSB ON T MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL I��UTION 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24- O.C. bENTER SOFTIT DIRT TO BE INSTALLED 011 Ole BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL NRD 9 ffTANDI SCRIBE (NOTCH) BACKSID 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION H K 96 00 #5 BAR IN TO FIT ARCH CONNECT N START OF ARC IF TRUSSES USED) W/ (2) #6 X 4Y2" 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') P j 14, V L, BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL INSTALL WDW, SCRE I WALL USE (2) 1/4" X 3 1/2' TAPCONS AT 16- --v vie. THRU OSB INTO 2 x 8 �� ANCHOR INTO ARCH BLKG. O.C. Sk N"1— PER INSTALLATION DETAILS 13-13 ARCH DETAIL rK SECTION @ ENTRY rL SECTION @ ROOF EXTENSION rM STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL SCALE: N.T.S. �S SCALE: 3/4" V-0" �S SCALE: 3/4" = V-0" \.1 �S MONO TO STEMWALL FOOTING SECTION DETAILS 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. 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 'IS" 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) 1 Od x 1 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY 211) BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W W M AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. /4' 1/4" EXPANSION BOLT (2 1 (1) #5 BARS CONT. WHERE THIS CONDITION 1/2" NAILS TO STUDS & (1) - 5/8" 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" z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER It oil 6- EPDXY MIN. 6" EMBEDMENT & 0 (n SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER I --F.F. 3"MIN. EDGE DISTANCE < FILL CELL FULL HEIGHT W/ 2 OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP U_ W NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE 0 9 THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL Uj _j REINFORCING AS FOLLOWS: 0 — U) PLACE LOWER HALF OF MORTAR IN BED JOINT. DONOTFURROW. SEALANT ko- U_ a. PRESS PANEL REINFORCING INTO PLACE. #5x6'EMBEDDED INTO 6" MIN. LAP SPLICE W/ EXISTING FOOTING CONIC, (2) #5x6' IN COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL FILLED CELL SMOOTH. DO NO FURROW. C14 DRILL 34'4" 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 G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: N CN REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. C14 TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT __0 SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL M Iq \\,--(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. COVER EA. WAY SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 701, AL 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"= V-0" SCALE: 3/4" = V-0" FOR WIND SPEEDS UP TO 110 MPH', PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. E3 0 0 LU Lu C21. U C-_ I U_ 00 -00 I Jz Fz- < §t Al I ulu. C. U) A i P OL: LU in N 0 w ICE z C, U) LL Wi LU 0 0 NO' N N 1 _-j ki --j CS z- F 011t� x 41,�, OFESS\ N\' liiio 'P/1111111101 To the best of the Engineers knotilledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6b) Edition. Engineer's signature and seal 13 only for Enginser's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 1 8 zw < iu z %%-.00 'Itit C/) tjo Uj 5 < z Ili- U.j Lr) 1�21 T-1 I 2: < < z ON cri co v- t-0 06 z Z <11 Uj 9 0 r") T-1 I (L V) 25 SCALE AS NOTED DATE 10/2/2018 TECH: IVIJAMES VERSION No' 4mO SHEET NO. SS