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DOOR JAMB (REFER 1X4 1/2"DRYWALL DOOR JAMB (REFER 1X4 1/2" DRYWALL DOOR JAMB (REFER-,\ i-1 F F X4 F 112"DRYWALL MAX. 8" 41�# UNACCEPTABLE INSTALLTION TO SHT. SDW2-K1 -1-P.T. F TO SHT. SDW2-Kl TO SHT. SDW2-K1 FOR CONN. DETAILS PROPER INSTALLATION NO% DO NOT DO THIS. 2'x BOT. PLATE W/ (2) 1 Od @ 6- O.C. FOR CONN. DETAILS FOR CONN. DETAILS X 4 v X 4 #6 REBAR (TYPj 3/4"PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO X 4 3-1/4N LONG X 3/16"0 FURRING 3/16"0 X 3" LONG FURRING 3/16-0 X 3-1/2" LONG FURRING #5 REBAR AND NAILED W1 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 TAPCONS STAGGER STAGGERED @ 16" (Typ') BLOCK@ SPACING 1" DETAIL 1X8 P.T. STAGGERED @ 16' 0 .. O.C. 2-ROWS INTO 2-ROWS INTO 4 I PER MANUFACTURE MASONRYTHROUGH MASONRYTHROUGH 1-1/211 DETAIL 3" DETAIL STD. 90A 90- HOOK (TYP.) D 2xBAN JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1X8 P.T. I x8 P.T. & 2x8 P.T. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB TAPCON @ 16' O.C. & 4" FROM 1X4 P.T. -1/2" DOOR JAMB (REFER 3/16" x 3 1X4 DRYWALL I IL v 4% —1 . 11� METAL SEAT PLATE NOTE: DOOR JAMB (REFER EACH END W/ MIN, DOOR JAMB (REFER TAPCON TO SHT. SDW2-Kl FOR F1/2" . LAP SHEATHING TO TO SHT. SDW2-K1 2"EDGE DIST. TO SHT. SDW2-K1 CONN. DETAIL — BOTTOM OF BAND JOIST TYPICAL FOR CONN. DETAJLS FOR CONN. DETAILS 10d @ 12- O.C. 1X4 4% jolt FURRING 2X8 P.T. WITH 3/16"01 X 3' LONG TAPCONS ±2K —NOT*C%V FIRST COURSE USP HGAM1 0 @ 12' O.C. w14-SDS 1/4xl 1/2"SCREWS INTO BAND 2X8 P.T. 2X8 2x P.T. AS REO'D STAGGERED @ 16' O.C. �_ *41k* JOIST & (4) 3/16'xl-3/4' WEDGE 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1/4" DETAIL ±5A NOTCH WEB AT THE FIRST 2 COURSES BOLTS INTO K.O. BLOCK OVER BUILDOUT SIZE DOOR -WINDOW ROUGH OPENINGSrCC FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION � �H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. �S SCALE: N.T.S. 1\1-1 �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 = 1890 # FOR 2 STRAPS 771 /-FILL 15t4 COURSES EMBEDMENT INTO BLK.) 1/4"MAX 7-0" 8" I -PLY PRE-ENGINEERED TRUSS SOLID W/GROUT I X 4 FURRING SOLID BLKG. AT TOP BTWN1. 1/4" x 3 1/4" TAPCONS USP RT16MW1(8) NA11 NAILS& (6)kx2r BLOCK HEADER ARCH BLKG. & BUCK TAPCONS 1/2" DRYWALL .. ........ (IF T RUSS IS 2 PLY INSTALL USP HTWM16 W/ (6) 10d NAILS x 1? NAILS AND 8d NAILS AT 8" O.C. AT BUCK LEAVE A CUT OUT IN O.S.B. ON THE (4) k X 1 r WEDGE BOLTS 1 (1) STRAP 1225 A 2 x 8 45 DIAGONAL (4) 10d NAILS INTO INSIDE TO ALLOW FOR INSULATION (2) ST RAPS 2450#]) BRACE(S) 2 x 8 BRACE/ BLKG. 7/16"OSB TO BE INSTALLED BOND BEAM OR CAST FOR OVERHANGS BETWEEN OVER 1 1/T CUT HOLE IN O.S.B. FOR BUILT UP PLWD. BUCK ARCH PANEL POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. IN PLACE BEAM CONTACT ENGINEER OF RECORD FOR FURTHERINSTRU ........ 7 SCRIBE (NOTCH) FACE OF ARCH W/ (3) 10d NAILS .. BACKSIDE TO FIT ARCH I t.1__ L--A (4) 1 Od NAILS INTO 2 x 8 I AT EA. END RETROFIT TRUSS DETAIL OVERHANG_L'...�.. CONNECT W/ 8d NAILS BRACE/ BLKG. \_2 N.T.S. x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB PROVIDE TAPCON WITHIN INSTALL WDW. SCREW ANCHOR-�� ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF 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 314"TO 1 1rr 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'-W O.H. START OF ARC IF TRUSSES USED) W/ (3) #6 X 4%' WOOD NOTE: FOR OVERHANGS LESS THAN 314* - NO REPAIR REqD. 4'MAX. RAD. SCREWS @ 16- O.C. MAX. OR IF MASONRY )(Ov (2) 10d NAILS @ 8' O.C. ARCH DETAIL WALL USE (3) 114' X 3 1/2' TAPCONS AT 16" jej TO TRUSS TOP CHORD SCALE: N.T.S. �S O.C. 12 + + + rA, PLYWOOD SHEATHING 1 1-011 51-011 L L JACK TRUSS PROVIDED BY SE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24' O.C. + + + + NISH FLOQ I 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS % WITH 1/4" x 3 1/4" TAPCON (11/4' MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED C EMBEDMENT INT PER NAILING SCHEDULE LL TO SUPPORT '---#5 /4"MAX 2'-0" 8N + TRUSS SOFFIT BAR BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH -12d (5) NAILS + + CENTERED W/ BLKG. & BUCK USP RT 2X6 TO 2X4 3A 2X4 SYP IN TOP 1 X 4 FURRING EACH TRUSS ---------- Y" KNOCKOUT/ CHAIR BLOCK 8d NAILS@ 8-C.C. ATBUCK 2 x 8 VERT. W/ (2) 1 Od NAILS AT EA. END PROVIDE 2 8 DIAG. BRACE BTWM., PROVIDE (2) MIN. PROVIDE 2x CONT. W/ (3) CONNECTOR MONO FOOTING x SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. F 0 TAPCON AT EA. SIDE 12d NAILS SEE LINTEL AND SECTION DETAILS - - BRACE EXCEEDS 240 BUCK - (1) WITHIN 4' JACK TRUSS PROVIDED BY—/ SCHED. * * . LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 %, A 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24' O.C. bENTER SOOIT CLEAN FILL DIRT TO BE INSTALLED 00, BUILT UP PLWD. BUCK - 4'-0" MAX SEE P PRECAST LINTEL .1721* : A.. * & ,-STANDARD 1 7/16" OSB ARCH PANEL SCRIBE (NOTCH) BACKSIDE I 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BARIN 9(T HOOK TO FIT ARCH CONNECT W/ START OF ARC IF TRUSSES USED) W/ (2) #6 X 4%"WOOD FOR OVER HANG FILLED CEL . L L 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') VL BTWN1. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL WALL USE (2) 1/4' X 3 1/2' TAPCONS AT 16- L.L INSTALL WDW, SCREW-� THRU OSB INTO 2 x 8 O.C. V-;:ro- v ;:r ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL SECTION @ ENTRY rL_"%� SECTION @ ROOF EXTENSION K-M STEMWALL FOOTING SIZE AND REINF. 13-13 MONO TO STEMWALL FOOTING PERLAN AND STEMWALL SCALE: N.T.S. �S SCALE: 3/4"= V-0" �S SCALE: 3/4"= l'-O" \11.1 �S SECTION DETAILS SCALE: 3/4"= l'-O" 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 TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR EXISTING BOND BEAM. 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 314"X6" MIN. HOLE TYPE OS" 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 SET BAR IN EPDXY REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR HTT16W1(I8)-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 COURSES TO PREVENT THE MORTAR FROM BEING"SQUEEZED"OUT. 1/4' EXPANSION BOLT (2 WHERE THIS CONDITION STUDS & (1) - 5/8- DIA. ALL _�#5XVEMBEDDED INTO E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) (1) #5 BARS CONT. OCCURS TOP WITH MIN. 3" THREAD ROD EPDXIED W/ SIMPSON "SEr EPDXY MIN. �E EXISTING BOND BEAM z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 6'-0" 5" EMBEDMENT & 3" MIN. 0 SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER ,-F.F. EDGE DISTANCE FILL CELL FULL HEIGHT W1 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 0 THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL LU A a. REINFORCING AS FOLLOWS: • PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT • PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W1 XIT EMBEDDED INTO 2� EXISTING FOOTING 2-#5X61 IN C ONC. • COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. C14 DRILL 3/4"X6"MIN. HOLE FILLED CELL F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. GRADE t> SET BAR IN EPDXY 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. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ;4" 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. COVER EA. WAY 700, K�A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN _q EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. �� J, 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: 314"= 1'-0" FOR WIND SPEEDS UP TO 110 MPH-, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. z M z (0 Z Arli� CL z V) 0 LU U LU Ln cl LU W -M 00 C) 0 0) CL 0 0f _W < 0 Ln Ci 8 D. % 0 C%A %-� 0-- 3 vkfz ICYS 0 z 0 LL C11 Ar 0 114 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 Sth 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 0 1-4 4-j 15 (n M CE 1, m Ln Ln (n 0 N (" — Lr, L LL CL >% � M U M -I Cl 00 z z § E z M LU C:) F- _j C:) W ko 9z U 03 z 485, in ge ��H L;u Z 8 z 0 Ln 8 0 U U) 0 M W IN Z r_ 1, u, L'. � Z _j Ln x di 120: �j il_ -_ 8 0 rn %0 < z z tu- RIZ 0 Z LU z 0 V) SCALE AS NOTED DATE 2/24/2014 TECH: ERAND VERSION NO 10 SHEET NO. SS