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Im 0 P n N N a N 1X4 1/2" DRYWALL U i a N M DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL UNACCEPTABLE INSTALLTION DOOR JAMB (REFER TO SHT. SDW2-K1 P.T. TO SHT. SDW2-K1 TO SHT. SDW2-K1 FOR CONN. DETAILS MAX 8„ ` PROPER INSTALLATION DO NOT DO THIS ' 2"x BOT. PLATE W/ (2)10d @ 6" O.C. FOR CONN. DETAILS FOR CONN. DETAILS 1 X 4 1 X 4 ` #5 REBAR (TYP,) ' 3/4' PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE 1 X 4 3-1/4" LONG X 3/16" 0 FURRING 3/16"0 X 3" LONG FURRING " " OJ X 3-1T LONG TAPCONS FURRING #5 REBAR AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD W/ 8d @ 4" O.C., 2 ROWS STAGGERED TAPCON. INTO 11 TAP STAGGERED @ 16 TAPCONS STAGGERED 2X8 (TYP) BLOCK@ SPACING „ 1 DETAIL 1X8 P.T. STAGGERED @ 16" O.C. O.C. 2-ROWS INTO 2-ROWS INTO 1X8 2x BAND JOIST W/ FACE PER MANUFACTURE MASONRY THROUGH 1-1 /2" DETAIL MASONRY THROUGH 3 11 DETAIL • STD. 90^ ` D. 90 HOOK (TYP.) 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 3/16" x 3 -1/2" TAPCON @ 16" METAL SEAT PLATE O.C. 4" FROM 1X4 P.T. NOTE: & 3/16" x 3 -1/2" DOOR JAMB (REFER 1 X 4 1/2" DRYWALL EIE L:�la LAP SHEATHING TO EACH END W/ MIN 2" EDGE DEl DOOR JAMB (REFER IST. DOOR JAMB REFER TAPCON TO SHT. SDW2-K1 FOR TO SHT. SDW2-K1 CONN. DETAIL BOTTOM OF BAND TO SHT. SDW2-K1 JOIST TYPICAL FOR CONN. DETAILS FOR CONN. DETAILS " 10d @ 12 O.C. 1 X 4 J FURRING 2X8 P.T. WITH 3/16"0 X 3" ' +211 LL= NOTC @ FIRST COURSE SIMPSON HGAM10KTA @ 12" O.C. w/ (4)1/4x1 1/2"SDS SCREWS LONG TAPCONS 2X8 P.T. 2X8 2x P.T. AS REQ'D STAGGERED @ 16" O.C. ` INTO BAND JOIST & (4)1/4"x2 3/4" 2x DETAIL 21 /4" DETAIL 2-ROWS INTO MASONRY 3-1 /4" DETAIL +5n NOTCH WEB AT THE '' FIRST 2 COURSES ` TITEN INTO K.O. BLOCK WL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC LED 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 A -A UPLIFT CAPACITY _ W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. 16010 # FOR 2 STRAPS FILL 1st4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 21 /\N -ti OII SOLID W/GROUT o 1 PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1/4"x1 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"x21/4" TITEN = 2150 #) 2 x 8 45' DIAGONAL (4)10d NAILS INTO LEAVE A CUTOUT IN O.S.B. ON THE BRACES) 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 D�+,GONAL BRACE AT EA. CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. SCRIBE (NOTCH) FACE OF ARCH W/ (3)10d NAILS OVERRAN BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL •° CONNECT W/ 8d NAILS BRACE/ BLKG. \_2 N.T.S. x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHO ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER A 4" MIN. OF BRACE 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 Z-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 4'/z" WOOD NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1 4 MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY x0 (2)10d NAILS @ 8" O.C. j/FRygN ARCH DETAIL J WALL USE (3)1/4" X 31/2" TAPCONS AT 16" TO TRUSS TOP CHORD SCALE: N.T.S. SS O.C. 12 + + cFN�ry PLYWOOD SHEATHING �� it 11_ O 51- O _ JACK TRUSS PROVIDED BY + 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 >• ` ► ' ,p „ EMBEDMENT INTO .) /4 MAX PER NAILING SCHEDULE ALL TO SUPPORT TRUSS + •.. • >.. #5 BAR •� ' BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 2'-0" 8" () SIMPSON 5 12d NAILS + SOFFIT + + > 1 •.'> ` p • e • ° CENTERED W/ BLKG. &BUCK 2X6 TO 2X4 H2.5A wl (10) 2X4 SYP • . ° ° N 1 X 4 FURRING 8d NAILS EACH TRUSS o' a.. CKOUT / _ _ KNOIN CKOUT/ e CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d CONNECTOR d PROVIDE 2 x 8 DIAG. BRACE B NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ (3) MONO FOOTING ' •, •:. .', • SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE BUCK - (1) WITHIN 4" 12d NAILS SEE LINTEL AND SECTION DETAILS BRACE EXCEEDS 24" JACK TRUSS PROVIDED BY SCHED. LEAVE A CUT OUT IN O.S.B. ON TI MIN. OF START OF TRUSS COMPANY OR 2x4 • CLEAN FILL e • ' 2 x 8 VERT. BRACES INSIDE TO ALLOW FOR INSULATION () ARCH #2 SYP @ 24" O.C. ENTER SO IT .> DIRT 4 z TO BE INSTALLED 1� 1/ 4'-0" MAX SEE PLAN PRECAST LINTEL ° STANDARD e•'. Q BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN ° WHOOK iv TO FIT ARCH CONNECT W! IF TRUSSES USED) W/ (2) #6 X 4%" WOOD FOR OVER HANG FILLED CELL • -. • -., • -.� , • -. , 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC 4 MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-1 . s • & . a - J • ., v 'It" ]EI BTWN, OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE (2) 1/4' X 31/2" TAPCONS AT 16" ° INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. O.C.ANCHOR �' ►• �.- �• � • �- ►• � � r e � �� • INTO ARCH BLKG. rK STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-B ARCH DETAIL SECTION @ ENTRY L SECTION @ ROOF EXTENSION rm REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" = V-0" SS SCALE: 3/4" = V-0" SS 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)10d 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 WHERE THIS CONDITION (1) #5 BARS CONT. 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 a. PANEL PER ANCHOR) g OCCURS TOP WITH MIN. 3" EPDXIED w/ SIMPSON "SET' a � IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 61_011 � 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 NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° 0 A THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL , ; o a REINFORCING AS FOLLOWS: 1 '- * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT �' _ _ P° g EDDED INTO #5x6T MB T * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ P ° 0 z EXISTING FOOTING (2) #5x6' IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL Q cn N FILLED CELL SMOOTH. DO NO FURROW. ° v ° DRILL 3/4"x5"MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE a. o 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 REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. z 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 . • a 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ #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 C 16" MIN. COVER EA. WAY SECTION A 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 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: 3/41 1-011 = , " 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. U' z g Z c�Oy z a z ncnJ�' C9 W _ +--+ W (D °U — 1.1.1 0 =3 E o0 U L J ~ CDCO t0 2 O N.UIN yyyy = y tt��n _ - O D ¢�,o W -. VJ , yo- , 9� p Q1 N N(�1 Z &I Z W 1100��0 m rn � �� A/ � li N 0 z W lL W � _c�. W�nM � a z Z .t$a Cv mm ZW°g 2P LLei ¢� o W t�aO� C-> O ❑❑ To the best of the Engineer's knowledge, Information, and belief, the structural plans and specifications contained 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. O Z N 0III C) > M O z M Q -gyp Ln C) Ln qg U CL a E 00 Z W J � Lu z ao_ f¢ gQgo Z Z �w ��g U W L^, W iz � � U y , 11Y �3 L � N U = J�Z Lu F '; 0 QI-o LU Qd. �owce $g Z W !lid rl a M -J W Q cW L Z Z V W~ N O Z Z {{�.,� m O 0o g W = W rn —1 0- cn E SCALE : AS NOTED DATE : 3/19/2018 TECH: MJAMES VERSION NO. 5m0 SHEET NO.