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1X4 1/2" DRYWALL DOOR JAMB (REFER -1 X4 F 1/2" DRYWALL DOOR JAMB (REFER F X4 F1/2" DRYWALL UNACCEPTABLE INSTALLTION DOOR JAMB (REFER-,,, P.T. TO SHT. SDW2-K1 TO SHT. SDW2-K1 F TO SHT. SDW2-K1 FOR CONN. DETAILS' PROPER INSTALLATION MAX. 8" DO NOT DO THIS 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C.. FOR CONN. DETAILS FOR CONN. DETAILS X 4 1 X 4 #5 REBAR (TYP) 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 1 X 4 3-1/4" LONG X 3/16"0 FURRING 3/16"0 X 3" LONG FURRING 3/16"0 X 3-1/2" LONG TAPCONS FURRING A #5 REB R (Typ') AND NAILED W/ 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 STAGGERED STAGGERED @ 16" , r 1X8 P.T. STAGGERED @ 16" 0 . C . 2X8 JY2 1X8 BLOCK@ SPACING PER MANUFACTURE 1'1 DETAIL O.C. 2-ROWS INTO 2-ROWS INTO MASONRYTHROUGH 1-1/211 DETAIL MASONRYTHROUGH D. 90' HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 1 Od @ TOP & BTTM CHORD, AND (8) 311 & 1 P.T. DETAIL FILL SOLID STD. 90A /—FACE 1 x4 P.T. x8 1x8 P.T. & 2x8 P.T. BOTH CELLS HOOK (TYP.) NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" TA P 1 TAPCON @ 16" co METAL SEAT PLATE 0 4 O.C. & 4" FROM c FR 1 X4 P.T. 3/16" x 3 -1/2" DOOR JAMB (REFER 1 1/2" DRYWALL X4 NOTE: LAP SHEATHING TO EN_ c H N D DOOR JAMB (REFER EACH END W/ MIN, E�EDGE K1FOR DOOR JAMB (REFER TAPCON TO SHT, SDW2-K1 FOR BOTTOM OF BAND 2" EDGE DIST. TO SHT. SDW2-K1 2 DIS TO SHT. SDW2-K1 CONN. DETAIL JOIST TYPICAL FOR CONN. DETAILS ,)6 FOR CONN. DETAILS 1 Od @ 12" O.C.. C 2A 1X4 '0 FURRING pt\- 'doo, 3/16 .3 '.0 2X8 P.T. WITH 3/16"0 X 3" TC @ FIRS COURSE USP HGAM10 @ 12" O.C. w/4-SDS S LONG TAPCONS - 1/41 1/2" SCREWS INTO BAND , , , ,:, 2x P.T. AS REQ'D T 2X8 P.T. STAGGERED @ 16- O.C. 2X8 M±5 �_ L JOIST & (4) 3/16"x1-3/4" WEDGE 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY DETAIL NOTCH WEB AT THE FIRST 2 COURSES BOLTS INTO K.O. BLOCK .3-1/4" BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGSKCC FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION (H"� RETROFIT FOR MISSI'NG EMBEDDED STRAP SCALE: N.T.S. �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 U L"* W/ 1/4" x 3 1/4" TAPCON ( 11/4" MIN. A -A = 1890 # FOR 2 STRAPS FILL Ist 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 8" 1 -PLY PRE-ENGINEERED TRUSS SOLID W/GROUT 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 3 1/4" TAPCONS T USP RT1 6M W/ (8) NA1 1 NAILS & (6) J" x 2T' BLOCK HEADER ARCH BLKG. &BUCK TAPCONS 1/2" DRYWALL (IF TRUSS IS 2 PLY INSTALL USP HTWM 16 W/ (6) 10d NAILS x 1j" NAILS AND 8d NAILS AT 8" O.C. AT BUCK —LEAVE A CUT OUT IN O.S.B. ON THE (4) X 1 t'WEDGE BOLTS (1) STRAP 1225 2 x 8 45A DIAGONAL (4) 10d NAILS INTO INTO INSIDE TO ALLOW FOR INSULATION (2) STRAPS 2450#]) BRACE(S) 2 x 8 BRACE/ BLKG. BLKG 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST FOR OVERHANGS BETWEEN OVER 110 OLEIN B - FOR CUT HOLE IN O.S.B. FOR BUILT UP PLWD. BUCK ARCH PANEL i C LL I O� S IS POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. IN PLACE BEAM CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. SCRIBE (NOTCH) FACE OF ARCH W/ (3) 1 Od NAILS j OVERHAN ,7 1 n tj Allz ImTn I � 5z BACKSIDE TO FIT ARCH (4) 1 Od 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 ANCHOR4 ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN 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 ORTHRU TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 314"TO 11/2" 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" 0. H. NOTE: FOR OVERHANGS LESS THAN 314' - NO REPAIR REQ'D. START OF ARC IF TRUSSES USED) W/ (3) #6 X 4%" WOOD (2) 1 Od NAILS @ 8" O.C. 4'MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY 0 TO TRUSS TOP CHORD 11-011 51-011 ARCH DETAIL WALL USE (3) 1/4" X 3 1/2' TAPCONS AT 16" + SCALE: N.T.S. Ss O.C. 12 + + Irl/y PLYWOOD SHEATHING L JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN + + 2x6 #2 SYP @ 24" O.C. + + Al-f INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION ROOF SHEATHING ATTACHED + + BLOCKING AS REQUIRED WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. EMBEDMEN B-B PER NAILING SCHEDULE LL + TO SUPPORT * A __1 /4" MAX 2'-0' 8" + TRUSS + SOFFIT A n� BAR BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5) -12d NAILS USP RT3A 2X4 SYP 9(UT CENTERED W/ IN TOP BLKG. & BUCK 1 X 4 FURRING 2X6 TO 2X4 Lo EACH TRUSS KNOCKOUT/ CIA A CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 1 Od NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ (3) CONNECTOR MONO FOOTING A A. V PROVIDE 2 x 8 DIAG. BRACE BTIA� SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE BUCK - (1) WITHIN 4- 12d NAILS SEE LINTEL AND SECTION DETAIL; BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF JACK TRUSS PROVIDED BY-J TRUSS COMPANY OR 2X4 SCHED. N CLEAN FILL 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. %I tENTER SOFTIT . DIRT TO BE INSTALLED 00, J -A 4'-0" MAX SEE FG�N_ PRECAST LINTEL V-STANDARD BUILT UP PLWD. BUCK - 90r HOOK 04 SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN TO FIT ARCH CONNECT W/ START OF ARC IF TRUSSES USED) W/ (2) #6 X 4%" WOOD FOR OVER HANG FILLED CEL 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") L v k. Uo V Lo . BTWN. OSB ARCH FACES W/ (4) 1 Od NAILS EQUAL EQUAL WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16' N '' P % V V V I V ",kv e INSTALL WDW, SCREW__""� THRU OSB INTO 2 x 8 O.C. ANCHOR INTO ARCH BLKG. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS ARCH DETAIL rK SECTION @ ENTRY rL SECTION @ ROOF EXTENSION rM REINF. PERLAN AND STEMWALL B-B MONO TO STEMWALL FOOTING SCALE: N.T.S. SCALE: 3/4" V-0" I\ �S SCALE: 3/4" V-0" � �S SECTION DETAILS SCALE: 3/4" V-0" 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. FOR ADDITIONAL INSTRUCTION. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO 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 "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR SET BAR IN EPDXY A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO 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 WWM AT PERIMETER STUDS & (1) - 5/8" DIA. ALL COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHE'RE THIS CONDITION (1) #5 BARS CONT. THREAD ROD EPDXIED W/ #5X6'EMBEDDED INTO E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PERANCHOR) OCCURS TOP WITH MIN. 3" SIMPSON "SET"EPDXY MIN. z EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 6-0- 5" EMBEDMENT & 3" MIN. 0 U) SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER �_FF EDGE DISTANCE < FILL CELL FULL HEIGHT W/ 2 OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS COURSE) e— EXPANSION STRIP LL LU NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE 0 9 A THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL Uj _j REINFORCING AS FOLLOWS: SEALANT 0- PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. 5X6'EMBEDDED INTO PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ EXISTING FOOTING 2-#5X6'IN CONC. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL U) U C14 FILLED CELL SMOOTH. DO NO FURROW. DRILL 3/4"X6" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT ��Z GR DE SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP A' G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: C14 REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. C14 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 SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL (2) #5 REBAR. MIN. T' TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) 16" MIN. OF COVER EA. WAY (�A 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. RETROFIT FILLED CELL DETAIL SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. Qs-,o/j FOR WIND SPEEDS UP TO 110 MPH', PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. (D LO Z co 0 ID 0 z z Z U_') 4--J Lu n U oLU V) 0 23 cl) V) _'c' a5 F- C14 LU E 0 Cl) CD co mm -0 ce) 0 - C14 -T, q .20 U_ 00 'i �� 6 0 of 0) Ac UO) 20. 1-- C:, LO 0 V < 00) 0 A I W N C-B-D-C 1vxk_;r 001011111 -6 Eli F wflk N CS �A U0 CN4 -C LI: CL ILLJ a - ALL" -w' I x 9L 4r g 4 v 0 FLC . z ........ LL Ila 14 = . '.. (IF E S S I 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:) C� z N 0 cu 14 4-J C:) Ul) c) > z CY) V) M Ln in Z IU Ln C LL U Cl 00 z z LU c) W C:) _j %0 ,2Z 0 US LL LUZ � 2 CWL LL, M Z , r U 2:,Unj a 0 zo op zo)- 16 Z �j <z U 2:%< �XZZPZ Z : LLj uj cc _j US 8 . �: Wo - 04 F- 0 Z LU Z C) U-11 r_j r_j Ln _j 0 <' L U 0,1 zo - 0 < U �Lu t7; 2 ro- Z. Z z Z LLJ 0 0 LIJ 8 V LU 0 LL Z 0< �U_ 2 c, r'-4 < (yx u_ Anx Z Z< 0 =I uj < CL F- C) rt-) u_ LU > 0 Z z PA _j SCALE AS NOTED PLOT DATE: 12/7/2012 TECH: FLORES VERSION NO. 15v25 JOB NO: 17-1426 SHEET NO. SS ir Ll Ll