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1/2"DRYWALL DOOR JAMB (REFER X 4 11/2" DRYWALL DOOR JAMB (REFER 1X4 1/2"DRYWALL DOOR JAMB (REFER F-1 X4 F 1 X '1'4 L' UNACCEPTABLE INSTALLTION MAX. 8" 4�# 0* TO SHT. SDW2-K1 TO SHT. SDW2 -K1 P.T. TO SHT. SDW2-K1 FOR CONN. DETAILS PROPER INSTALLATION DO NOT DO THIS. ##* 2-x BOT. PLATE W/ (2) 10d @ 6" 01C.. FOR CONN. DETAILS FOR CONN. DETAILS X 4 X 4 V #5 REBAR (TYP,) 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ _1 X 4 F 3/16"0 X 3" LONG FURRING 3/16"0 X 3-1/2" LONG FURRING 3-1/4" LONG URRING TAPCONS #5 REBAR 040 AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD 8d @ 4- O.C., 2 ROWS STAGGERED TAPCONSSTAGGERED 2X8 X TAPCON. INTO STAGGERED @ 16' (TYP,) #40 , r 1 ya BLOCK@ SPACING O.C. 2-ROWS INTO 1X8 P.T. STAGGERED @ 16- O.C. 1X8 1" DETAIL 2-ROWS INTO 41 2x PER MANUFACTURE MASONRYTHROUGH 1-1/211 DETAIL MASONRYTHROUGH 3" DETAIL 90- HOOK (TYP.) STD. 90A BAND JOIST W/ FACE NAIL 1 Od @ TOP & BTTM CHORD, AND (8) 1 x4 P.T. & 1 x8 P.T. 1x8 P.T. & 2x8 P.T. FILL SOLID HOOK (TYP.) 4%, BOTH CELLS FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" 'x METAL SEAT PLATE VN TA P TAPCON @ 16" CO N 0 C 4 FR O.C. & 4" FROM 1X4 P.T.— 3/16" x 3 -1/2" DOOR JAMB (REFER 1/2" DRYWALL 1X4 F 7 /1 U Lil 1%� I r :1 1 7 NOTE: C LA LAP SHEATHING TO EA H E ND V� EACH END W/ MIN, DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR DOOR JAMB (REFER K FOR T --- BOTTOM OF BAND B 2H EDGE DIST. 2 EDGED IS_ TO SHT. SDW2-K1 TO SHT. SDW2-K1 CONN. DETAIL 6 4 1% JOIST TYPICAL FOR CONN. DETAILS, FOR CONN. DETAILS 1X4 10d @ 12" 0 C *4 1�* 41 FURRING TZ/ v \- 2X8 P.T. WITH ". X 3/16" X 3" ±27 NOT FIRST COURSE L CNIC SIMPSON HGAM10KTA @ 12" O.C. 'S P T LONG TAPCONS 2X8 P.T. w/ (4) 1/4xl 1/2"SDS SCREWS ) 2 p T A" x P.T. AS REQ'D STAGGERED @ 16" O.C. 2f%8 IWO BAND JOIST & (4) 114')Q 3/4' TITEN INTO K.O. BLOCK 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1/411 DETAIL NOTCH WEB AT THE ±5A FIRST 2 COURSES I 1 1 41*1 -WINDOW ROUGH OPENING BUILDOUT OVER SIZE DOOR SrCC LED CELL PER 1\ FOUNDATION PLAN FILLED CELL INSTALLATION t H� RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. �S SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE� N.T.S. � �S 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION A -A UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 3 1/4" TAPCON ( 11/4" M IN. = 1610 # FOR 2 STRAPS F LL 1 st 4 COURSES EMBEDMENT INTO BLK.) 1/4"MAX 2' 81- SOLID W/GROUT 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 1/2" DRYWALL IS 2 PLY INSTALL SIMPSON LGT2 wif (16) 16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) 2 x 8 45A DIAGONAL (4) 10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE INTO BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION BLKG 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 11/2" CUT HOLE IN O.S.B. FOR BUILT UP PLWD. BUCK ARCH PANEL OLEIN 0 S�j B - FOR ,7 LL 1: S POLY CELL IN THIS AREA 2 x 8 45 DrAGONAL BRACE AT EA. CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. SCRIBE (NOTCH) FACE OF ARCH W/ (3) 1 Od NAILS nr R BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 AT EA. END \\\-2 RETROFIT TRUSS DETAIL OVERHAN CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. INSTALL WDW. SCREW ANCHOR--' 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 A RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4"MIN. OF BRACE A 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION DETAILS -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 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 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. START OF ARC IF TRUSSES USED) W/ (3) #6 X 4Y2" WOOD NOTE: FOR OVERHANGS LESS THAN 3/4"- NO REPAIR REM. 4'MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY 0 (2) 10d NAILS @ 8- O.C. ARCH DETAIL WALL USE (3) 1/4" X 3 1/2" TAPCONS AT 16" TO TRUSS TOP CHORD SCALE: N.T.S. O.C. 12 + + + PLYWOOD SHEATHING 11-011 51-011 JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + ojt�FINISH FLOQ 1 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS WITH 1/4" x 3 1/4"TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED EMBEDMENT INT PER NAILING SCHEDULE LL TO SUPPORT /4" MAX 21-0" 811 TRUSS + + SOFFIT BAR BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5) 12d NAILS SIMPSON + + CENTERED W/ BLKG. & BUCK 2X6 TO 2X4 H2.5A wif (10) 2X4 SYP IN TOP 9 1 X 4 FURRING 8d NAILS EACH TRUSS KNOCKOUT/ N 7�717 CHAIR BLOCK 8d NAILS @ 8' O.C. AT BUCK 2 x 8 VERT. W/ (2) 1 Od NAILS AT EA. END PROVIDE 2 8 DIAG. BRACE BTVY4., PROVIDE (2) MIN. PROVIDE 2x CONT. W/ CONNECTOR q,- 14 T MONO FOOTING x (3) T SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE BUCK - (1) WITHIN 4" 12d NAILS SEE LINTEL 7 AND SECTION DETAILS BRACE EXCEEDS 24" JACK TRUSS PROVIDED BY-J 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. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. bENTER SOFTIT DIRT k TO BE INSTALLED 00, BUILT UP PLWD. BUCK - 4'-0" MAX SEE PI PRECAST LINTEL ffTANDARD SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DE PTH SEE ELEVATION gor HOOK #5 BAR IN TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4%" WOOD FOR OVER HANG FILLED CEL START OF ARC 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') BTWN. OSB ARCH FACES W/ (4) 1 Od NAILS EQUAL EQUAL_ WALL USE (2) 1/4' X 3 1/2' TAPCONS AT 16" INSTALL WDW, SCREW--,--� THRU OSB INTO 2 x 8 O.C. Sk ANCHOR INTO ARCH BLKG. rK�� STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-B ARCH DETAIL SECTION @ ENTRY rL SECTION @ ROOF EXTENSION rM REINF. PERLAN AND STEMWALL - MONO TO STEMWALL FOOTING SCALE: N.T.S. �s SCALE: 314" V-0" SCALE: 3/4"= V-0" � �S 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"x5" 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 SIMPSON HTT4 w/ (18) 1 Od x 1 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) - -A COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4" EXPANSION BOLT (2 (1) #5 BARS CONT. WHERE THIS CONDITION 5/8" DIA. ALL THREAD ROD �i #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 "SEr' z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 6-4- EPDXY MIN. 6" EMBEDMENT & 0 SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER ,-F F 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- Uj NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE 0 THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL h. Uj REINFORCING AS FOLLOWS: SEALANT PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. CL 15 PRESS PANEL REINFORCING INTO PLACE. #5x6'EMBEDDED INTO 6" MIN. LAP SPLICE W/ EXISTING FOOTING (2) #5x6 CONC. IN COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL 0 U-) FILLED CELL SMOOTH. DO NO FURROW. C14 DRILL 3/4"x5" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE 101. 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: REMAIN FREE OF MORTAR. 2� H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. 0 t<, TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT 16 -'0 SAW CUT 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 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. 01 COVER EA. WAY SE CTION 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\111 � 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-101" 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. V) (D (a) —/"3 C 4-J LLj C5 IT0 0 LU I(D V), (-) LU F-- C14 A a I D. .0! CP 0 0 C3 0 To the best of the Engineer's knowledge, information, and n 3 within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 Z C'4 0 0) N 4-j CD M Ln z < 2 Ln F- fa 0� U a 00 .< . E W z z LU Z., z � ox, pi Ch $ 1 00 00 z Lr) 0 U C/) Lu igg U-i 0 Z LU I L!j 2: < < z 0 " z Z Uj 0 rn 06 T-4 :5 01- V) SCALE AS NOTED DATE 1/4/2018 TECH: ERAND VERSION No' 10 SHEEr NO. SS