36445 Well Hill Way - Laserfiche WebLink

Browse Search

W M LO rr C/) to co C) r0 C14 to C� L0 02 C9 t7, P113 C14 E E 0 LZ PO 8 C14 LO CL C14 LO 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER x4 F 1/2" DRYWALL IX4 u' ## UNACCEPTABLE INSTALLTION JV DOOR JAMB (REFER P.T TO PRODUCT TO PRODUCT TO PRODUCT P.T. APPROVAL FOR CONN. MAX. 8" PROPER INSTALLATION DO NOT DO THIS 4* 2"x BOT. PLATE W/ (2) 1 Old @ 6" O.C.- APPROVAL FOR CONN. X 4 APPROVAL FOR CON)N. 1, 1x4 P.T. E E FURRING r2X8 411#1 # #* #5 REBAR (TYR) 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" 3/16"0 X 3" LONG _E ;Ito 1:1 E G FxU4RRING (2) ROWS 3/16" x 3-1/2" 0 3-1/4" LONG X 3/1E FURRIN 3 #5 REBAR 4k# AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED TAPCONS TAPCON @ 16" O.C. & 4" L2X8 TAPCON. INTO STAGGERED @ 1611 ,'14" 4%# (TYP,) %# BLOCK@ SPACING FROM EACH END w/ MIN. 1X8 1 DETAIL O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH %* AD. 2x BAND JOIST W/ FACE NAIL 10d F: PER MANUFACTURE — MASONRYTHROUGH 1-1/211 DETAIL 1 x8 w/ (2) ROWS 8d NALS 311 DETAIL 4p* 90- HOOK (TYP.) STD. 90A 41## @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. FILL SOLID HOOK (TYP.) 40* BOTH CELLS FACE NAILS 10d @ TRUSS VERT. >< WEB —3/16" x 3 -1/2" TAPCON @ 16- 1X4 P.T. DOOR JAMB (REFER TO PRODUCT /A-] E METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL 1/2" DI NOTE: NC N 1x4 EACH END W/ MIN. TO PRODUCT APPROVAL FOR CONN. 1x4 #411 71 L A LAP SHEATHING TO DOOR JAMB (REFER N. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" TO PRODUCT 2" EDGE DIST. 16" 4% # BOTTOM OF BAND BC JOIST TYPICAL x 3-1/2" TAPCON @ 16" 410# APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH 1x4 FURRING 4* 1 4 1# 4* N_ TAPCON @ 16' O.C. & END w/ MIN. 2" EDGE DIST. 1:1 D IST 4" FROM EACH END w/ L 2x8 P.T. ATTACH SECOND PLY w/ �W/ MIN. 2" EDGE DIST. 2x8 1 T7H WB @ FIRST COURSE #W:tT 4%� 4�* T I SIMPSON HGAM10KTA @ 12" O.C. w/ (4) 1/4xl 1/2" SDS SCREWS 2x P.T. AS REQ'D (2) ROWS 1 Odx3" STAGGERED 12" 0-c- NOTCH WEB AT THE INTO BAND JOIST St (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK @ 3-1 /4" DETAIL 2x DETAIL 2 1/4" DETAIL 41## FIRST COURSES 414 ±5 A 2 BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS/" C�C FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION (H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. \11 SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S.- �S SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 3 1/4" TAPCON ( 11/4" M IN. A -A = 1610 # FOR 2 STRAPS FILL 1 st 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2- 8" SOLID W/GR OUT 1 PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 3 1/4" TAPCONS BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4) 1/4"xl 1/2" SDS SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN 1/2" DRYWALL SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS SEE NOTE 1 BELOW 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 #) 2x845 A DIAGONAL (4) 10d NAILS INTO —,LEAVE A CUTOUT IN O.S.B. ONTHE INTO BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION ,BLKG 7116" OSB TO BE INSTALLED OLEIN OS B FOR CUT HOLE IN O.S.B. FOR BOND BEAM OR CAST IN PLACE BEAM ALUM DRIP EDGE FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR I BUILT UP PLWD. BUCK ARCH PANEL - POLY -CELL IN TH�[S AREA 2 x 8 45 DrAGONAL BRACE AT EA. C LL IS FURTHER INSTRUCTIONS. T SCRIBE (NOTCH) 1 Im 110 ImTrj 9 ",Q FACE OF ARCH W1 (3) 1 Od NAILS n, A BACKSIDE TO FIT ARCH (4) 1 Od NAILS INTO 2 x 8 AT EA, END RETROFIT TRUSS DETAIL BRG WALL TYPE - PER PLAN 2x SUB FASCIA OVERHANG CONNECT W/ 8d NAILS BRACE/BLKG. 2x2 #2 P.T. MIN, \,_2 N.T.S. FASTENED PER NOTE 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 TAPCON WITHIN 2 BELOW_j__y__j_ CONT VENTED OR SOLID SOFFIT RETROFIT WALL OVERHANG DETAIL (NTS) 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH INTO ARCH BLKG. PER 4" MIN. OF BRACE INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU CONT 2x4 NAILED TO 2x BLOCKING NAILED TO TOP FOR OVERHANGS BETWEEN 3/4" TO 11/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN, OF START OF ARCH IF TRUSSES USED) W/ (3) #6 X 4W WOOD BLOCKING w/ 2-12d NAILS CHORD EVERY OTHER TRUSS START OF ARC SCREWS @ 16- O.C. MAX. OR IF MASONRY WALL w/ 3-12d NAILS, TYP. FNOTE: FOR OVERHANGS LESS THAN 3/4"- NO REPAIR REaD. 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED 4' MAX. RAD. USE (1) SIMPSON 1/2' HD TITEN (CENTERED) w/ ARCH DETAIL MIN. 4" EMBEDMENT AT 16" O.C. ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING 11-011 51-011 SCALE: N.T.S. SS 12 LISTED IN THE DESIGN CRITERIA ON SHEET SN. 12. JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x2 #2 MIN. P.T. w/ J-CHANNEL SECURED @ 24" O.C. FASTEN TO: CMU w/ 3/16"x3" TITEN2 @ 16" O.C. (ALT. PAF 0.145/0.157 & 0.300 WASHER Wit 2x6 #2 SYP @ 24" O.C. MIN. 1" EMBEDMENT @ 16" O.C.) 41L�fINISHFLOQI 2 x 8 BUCK - CONNECT TO BLOCK SECTION WOOD w/ 0.148"x 3 1/4" @ 16" O.C. . : - .,% . .. . % WITH 1/4" x 3 1/4" TAPCON (11/4" MIN. B-B ROOF SHEATHING ATTACHED 3. IF] CHANNEL APPLICATION: 2X2 NOT REQUIRED SEE (PA) INSTALLATION GUIDE EMBEDMENT INTO K.) /4" MAX PER NAILING SCHEDULE LL '-----#5 BAR . ** *. AOK,) 2'-0" 81' SIMPSON STRUCTURAL SOFFIT . * III, I 10"� a CENTERED W/ BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5) 12d NAI H2.5A w/ (10) SF01 FOR (E"RCE� L L ..I 9(r HQ0 IN TOP BLKG. & BUCK 2X6 TO 2X4 P SCALE:3/4" = V-0" ALUMINUM SOFFITS >1'-4" 1 X 4 FURRING 8d NAILS REV. 09.10.2021 BLOCKING REQUIRED, FOR SOFFITS < V-4" KNOCKOUT/ MID BLOCKING NOT REQUIRED CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 1 Od FOR VINYL SOFFITS > V-0" SHALL HAVE MID NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2 x 8 DIAG. BRACE B PROVIDE 2x CONT. W/ (3) BLOCKING PER R704.2.1 MONO FOOTING VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS "REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* SIZE AND REINF. PER PLAN BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED By—/ AND SECTION DETAILS LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF S ON T TRUSS COMPANY OR 2x4 CLEAN FILL �O ULATION 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. 2 X 4 #2 SYP SCAB TO SIDE OF DIRT TO BE INSTALLED 00F 4'-0" MAX SEE PLAN 0 TRUSS AS SHOWN FOR O.H. UP TO 2'-6" BUILT UP PLWD. BUCK - .40 DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. S NDARD 9 SCRIBE (NOTCH) BACKSIDE 7/16" OSI3 ARCH PANEL \\ 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH _j + + 4 r/y + (2) 10d NAILS @ 8" O.C. 90r HOOK #5 BAR IN TO FIT ARCH CONNECT W/ I START OF ARC "2 NOTE: IF TRUSSES USED) W/ (2) #6 X 4%" WOOD I TO TRUSS TOP CHORD FILLED CEL 8d NAILS I x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4'MAX. RAD. SHED ROOF ENDS TO BE SCREWS @ 16" O.C. MAX. OR IF MASONRY + t I v L III L, V .VL, INSTALL WDW, SCREW ---'----**'I I BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL GABLE ONLY, CORNERS WALL USE (2) 1/4' X 3 1/2" TAPCONS AT 16" + PLYWOOD SHEATHING 16V i 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 BLOCKING AS + REINF. PERLAN AND STEMWALL _rK SCALE: N.T.S. 1\ INSTALLATION OF SHINGLE SCALE: 3/4" V-0" TRUSS REQUIRED TO SUPPORT SOFFIT MONO TO STEMWALL FOOTING SECTION DETAILS �S AND METAL ROOF FINISH �S + 2X4 SYP SCALE: 3/4"= V-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. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING, PROVIDE LOWER HOOKED DOWEL tENTER SOFTIT 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 'IS" OR "Nov. 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 N SEE ELEVATION TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT L REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR FOR OVER HANG BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W W M AT PERIMETER 114' COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 I WHERE THIS CONDITION (MAX. 4'-0") rM #5x6'EMBEDDED INTO EXISTING BOND BEAM :� PEI 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 EXTENSIO N Cr z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING USED AT JAMBS AND HEADS IN LIEU OF CHANNEL WITH MIN. 3" COVER—� SCALE: 3/4" = V-0" 0 �2 SHALL APPLY TO PANEL ANCHORS WHEN (EVERY OTHER 1 �S 2 FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP 'A I U_ Uj NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE o . 0 9 SEE SHEET D2 AND THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL X SIMPSON HTT4 w/ (18) 10d x 1 Uj —1 L) REINFORCING AS FOLLOWS: SEALANT FLOOR PLAN FOR 1/2" NAILS TO STUDS & (1) - MORE INFO < U_ PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. 5/8" DIA. ALL THREAD ROD #5x6'EMBEDDED INTO It PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ EPDXIED w/ SIMPSON "SET" z EXISTING FOOTING (2) #5x6'IN CONC. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL EPDXY MIN. 6" EMBEDMENT & 2 = U) U-3 FILLED CELL SMOOTH. DO NO FURROW. . ...... 10'A 3" MIN. EDGE DISTANCE 04 DRILL 3/4"4" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE 4 SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 61 'MIN. LAP t> G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HE AD OF PANEL AND JAMBS MUST SPLICE NOTE: A Cn REMAIN FREE OF MORTAR. z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. 04 0 OL TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT 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 MIN. (1-STORY) -STORY) 16 (3) #5 REBAR. (2 (�A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20- MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY 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 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" = V-0" RETROFIT FOR MISSING FOR WIND SPEEDS UP TO 110 MPH", PER PITTSBURG CORNING RECOMMENDATIONS FOR MSTAM STRAP SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. I I I SCALE: 3/4"= V-0" C" C* -Z 9 .9 r= �V�Crft LU 0% S 0 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 W l- a E T 7t! — 00 Lo rL_0_ r-� V IN 0 cU U. LL aw _j URI 13 z 2" ra a z -6 2 0 '0 Z to C%4 Z LW Cl) IL a 04 < 0 z v) In C C/7) E 0 LU 8 ti) 92L, C14 Ln ZS :§ C/) I— U E U 0 z U_ E —0 a 14 0 9 M E 20 '0 00 0� zC=) z X� z z M C .0 z _j 1z <w 8 < z z 0 � 0 W Cn z fn 0 T < 0 Mj0 CS 0 C:) C:) > L6 0 M co LO :3 IUD < 07 cc 7— U) 04 a. L0 0 0 U') C') 0') C'4 LO LO LO 0 14, C%4 < IT co LO E LO 0 M z 0 E T_ M a. E 0 �0 0 JOB NO: 23-06105 SCALE : AS NOTED SHEET NO. SS