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DOOR JAMB (REFER 1X4 1/2" DRYWALL DOOR JAMB (REFER 1X4 1/2" DRYWALL DOOR JAMB (REFER F X4 F11/2" DRYWALL MAX. 8" UNACCEPTABLE INSTALLTION TO SHT. SDW2-K1 P.T. F TO SHT. SDW2-K1 F TO SHT. SDW2-K1 PROPER INSTALLATION DO NOT DO THIS 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. FOR CONN. DETAILS FOR CONN. DETAILS rVr-% %aV1111. tAILO —1 X 4 X 4 g " I X 4 1 FURRING 3/16"0 X 3" LONG FURRING 3/16"0 X 3-1/2" LONG 3-1/4" LONG X 3/16"0 FURRING TAPCONS TAPCONS STAGGERED 2X8 JX8 P.T. r, F TAPCON. INTO STAGGERED @ 16" JVQ BLOCK@ SPACING O.C. 2-ROWS INTO P.T. STAGGERED @ 16" O.C. 1X8 PER MANUFACTURE 1" DETAIL MASONRYTHROUGH 2-ROWS INTO 1X4 P.T. & 1X8 P.T. 1-1/211 DETAIL MASONRYTHROUGH 311 DETAIL IIX8 P.T. & 2X8 P.T. 3/16" x 3 -1/2" x TAPCON @ 16" 1 X4 P.T. O.C. & 4" FROM 3/16" x 3 -1/211 DOOR JAMB (REFER A04 1/2" DRYWALL W 11 X4 LEACHEND W/ MIN DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR DOOR JAMB (REFER S1 TO SHT. SDW2-KI 2" EDGE DIST. TO SHT. SDW2-K1 CONN. DETAIL FOR CONN. DETAILS, F R CONN. DETAILS C. 1X4 1 Od @ 12" O.0 3/16"0 X FURRING 2X8 P.T. WITH 3/16"(3 X 3" ws, 0 T LONG TAPCONS L 2x P.T. AS REQ'D 2X8 P.T. STAGGERED @ 116" O.C. 2X8 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1/411 DETAIL AR #5 REBAR (TYP,) 3W PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON @ 6"O.C. EDGES AND 12"O.C. FIELD Al I ACHED VVALL,-jIl1tA I MINU I U 2X BOTTOM PLATE W1 8d @ 4- O.C., 2 ROWS STAGGERED A D. 90- HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 1 Od @ TOP & BTTM CHORD, AND (8) 7YP.) FACE NAILS 10d @ TRUSS VERT. WEB IL L C NOTE: tE- - LAP SHEATHING TO LA BOTTOM OF BAND BC OIST TYPICAL J Jo 4_ 1100 ±2" NNOTC FIRST COURSE USP HGAM1 0 @ 12- O.C. w/4-SDS 1/411/2" SCREWS INTO BAND 'xl " WEDGE JOIST & (4) 3/16 -3/4 THE BOLTS INTO K.O. BLOCK ES LED CELL PER BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGSKCC`� FOUNDATION PLAN FILLED CELL INSTALLATION SCALE: N.T.S. � �H RETROFIT FOR MISSING EMBEDDED STRAP 1_,, �s SCALE: N.T.S. � �S SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 945 # FOR 1 STRAP W/ 1/4"x 3 1/4" TAPCON ( 11/4" MIN. A -A -FILL 1st4 COURSES = 1890 4 FOR 2 STRAPS SOLID W/GROUT EMBEDMENT INTO BLK.) 1/4" MAX )T Z_ 811 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. &BILICK USP RT1 6M W/ (8) NAII 1 NAILS & (6) T' x 2T' TAPCONS 1/2" DRYWALL SS IS 2 PLY INSTALL USP HTWM1 6 W/ (6) 10d NAILS x 1j'NAILS AND 8d NAILS AT 8" O.C. AT BUCK .. . ...... (4) k X 1 t'WEDGE BOLTS (1) STRAP 1225 2 x 8 45' DIAGONAL LEAVE A CUT OUT IN O.S.B. ON THE (4) 10d NAILS INTO (2) STRAPS 2450#]) BRACE(S) INSIDE TO ALLOW FOR INSULATION 2 x 8 BRACE/ BLKG. TO BE INSTALLED FOR OVERHANGS BETWEEN OVER 1 7116" OSB BOND BEAM OR CAST 112" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR CONTACT ENGINEER OF RECORD FOR IN PLACE BEAM FURTHER INSTRUCTIONS. 'A, !4 'JA POLY -CELL IN THIS AREA SCRIBE (NOTCH) ARCH W/ (3) 1 Od NAILS N 2 x 8 45 DrAGONAL BRACE AT EA. FACE OF BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 OVERHAN 4 :4 AT EA. END RETROFIT TRUSS DETAIL ,A CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. INSTALL WDW. SCREW ANCHOR—� \,\,-2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB PROVIDE TAPCON WITHIN INTO ARCH BLKG. PER ARCH FACES W (4) 1 Od NAILS THRU OSB INTO 2 x 8 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF RETROFIT WALL OVERHANG DETAIL (NTS) INSTALLATION DETAILS A -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 1112" 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 Z-13" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. START OF ARC IF TRUSSES USED) W1 (3) #6 X 4%" WOOD (2) 10d NAILS @ 8" O.C. 4'MAX. RAD. SCREWS @ 16" O.C. MAX, OR IF MASONRY to TO TRUSS TOP CHORD ARCH DETAIL i WALL USE (3) 114" X 3 1/2" TAPCONS AT 16" + 11-011 51-011 SCALE: N.T.S. SS O.C. 12 + + r/y PLYWOOD SHEATHING L JACK TRUSS PROVIDED BY SEE + + 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 3 1/4" TAPCON (1114" MIN. ROOF SHEATHING ATTACHED + REQUIRED B-B EMBEDMENT IN PER NAILING SCHEDULE LL TO SUPPORT /4" MAX TRUSS + . 16' %A #5 BAR 21-0" 811 z + SOFFIT .1.011 BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 5) -12d NAILS + V L CENTERED W1 9T IN TOP b BLKG. & BUCK 2X6 TO 2X4 USP RT3A 2X4 SYP 1 X 4 FURRING EACH TRUSS KNOCKOUT/ N A CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK A 2 x 8 VERT. W/ (2) 1 Od CONNECTOR NAILS AT EA. END PROVIDE 2x MONO F TING PROVIDE 2 x 8 DIAG. BRACE B PROVIDE (2) MIN. CONT. W/ (3) SIZE AND REINF. PE P N VERT. BRACES WHEN HGT. OIT� TAPCON AT EA. SIDE 12d NAILS SEE LINTEL AND SECTION DETAILS BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY--/ SCHED. LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF 7 TRUSS COMPANY OR 2x4 CLEAN FILL 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. IT DIRT 2� TO BE INSTALLED 00, BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL 0 1 /.XNDARD 99 HOOK SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN TO FIT ARCH CONNECT W1 IF TRUSSES USED) W1 (2) #6 X 4%" WOOD FOR OVER HANG FILLED CELL, 8d NAILS '-2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") BTWN. OSB ARCH FACES W/ (4) 1 Od NAILS EQUAL EQUAL _j 4'MAX. RAD. WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16- L INSTALL WDW, SCRE ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 O.C. PER INSTALLATION DETAILS ARCH DETAIL NSION N— STEMWALL FOOTING SIZE AND B-13 - rK SECTION @ ENTRY SECTION @ ROOF EXTE MONO TO STEMWALL FOOTING REINF. PERLAN AND STEMWALL SCALE: N.T.S. SCALE: 3/4"= V-0" SCALE: 3/4" V-0" SECTION DETAILS � �s 1\ �s 1111LS SCALE: 3/4"= V-011 GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD, MAKE CERTAIN EXPANSION STRIP FOR ADDITIONAL INSTRUCTION. EXTENDS T 1 0 SILL. MASONRY WALL. SEE PLAN FOR EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. REINFORCING. PROVIDE LOWER D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS HOOKED DOWEL 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND DRILL 3/4"X6" MIN. HOLE TYPE "S" OR "Now. 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 SET BAR IN EPDXY REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR HTT16W/(18)-16d NAILSTO CAP TO PREVENT LEAKAGE BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W , W , M * AT PERIMETER STUDS & (1) - 5/8' DIA. ALL COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 (1) #5 BARS CONT. WHERE THIS CONDITION #5X6'EMBEDDED INTO E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) OCCURS THREAD ROD EPDXIED W/ EXISTING BOND BEAM TOP WITH MIN. 3" SIMPSON "SET"EPDXY MIN. z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING 0 COVER 61-0" --F.F. 5" EMBEDMENT & 3" MIN. SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OT EDGE DISTANCE FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) HER EXPANSION STRIP U_ LU NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE 0 2 Uj _j THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL 0 CL REINFORCING AS FOLLOWS: J-1. CID ITIW I I.' U� a. SEALANT PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. ME 0 X6'EMBEDDED INTO PRESS PANEL REINFORCING INTO PLACE. 6"MIN. LAP SPLICE W/ EXISTING FOOTING -#5X6' IN C 2 ONC. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL LO FILLED CELL C%j DRILL 34%6" MIN. HOLE SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT SET BAR IN EPDXY GRADE FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6w MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS, SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE C14 NOTE: REMAIN FREE OF MORTAR. Cn z SEE GLASS BLOCK INSTALLATION NOTES. C14 H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS Ott SEALANT SAW CUT TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE 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 16" MIN. 00, COVER EA. WAY 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 SECTION 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. SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE rDF�SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. SCALE: 3/41' = V-011 SCALE: 3/4" = V-0" RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. FILL SOLID BOTH CELLS #5 REB (TYP5 STD. 90 HOOK Ml� ±5A NOTCH WEB AT FIRST 2 COURS 0 0 —0 z 0 z CL - z V) Uj LU U LU 0 F- E 0 00 E 8 off 0 Cn tM M C M c) 'm -0 Cn 0'r- C14 .20 C) (10D U_ do 15 .00 0.2 i� 0 B N C,B,D,C v C=� z P,;! C0 W z 99 F I Z C) LL LU " fit dc)'17 III IS 0 El 1771 To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. c::) z r4 0 a) N �--4 4_j C:) %D CS) z4-J In V7<7 Zu 0 Ln L_ U_ CL Z I_ rn 0 E Z3: z LU LU 0 22 z LU U. Lu z ,0 Iz- ga, U 6 Nn 0 "z z L) Z 0 Cr Z>- =�Zzgz E g _65, 00 S) 8 0 W 0 U - O� = 0 LU N 15 oe F- a. 0 z Uj z LL1 C) Ln 17*4 r*4 Ln 0 0 ful, U 2 9 z Z �t W0,; CY z Uj i!�50 z LU U, U Tt 8 F<- 6 0 LL z 00 T-4 < gg� LL 0 0 z LU > z SCALE AS NOTED PLOT DATE: 12/7/2012 TECH: FLORES VERSION NO. 1122 JOB NO: 17-1800 SHEET NO. SS I 'lot