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DOOR JAMB REFER 1X4 1/2" DRYWALL ( 1/2" DRYWALL DOOR JAMB REFER DOOR JAMB (REFER 1 X 4 ( 1 X 4 1/2" DRYWALL MAx. UNACCEPTABLE INSTALLTION 8 TO SHT. SDW2-K1 P.T. TO SHT. SDW2-K1 TO SHT. SDW2-K1 FOR CONN. DETAILS 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 1 X 4 3-1/4" LONG X 3/16" 0 FURRING 3/16" 0 X 3" LONG FURRING 3/16" Q X 3-1/2" LONG FURRING #5 REBAR 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 TAPCONS STAGGERED STAGGERED @ 16" 2X8 (TYP,) BLOCK@ SPACING 1 „ DETAIL 1X8 P.T. STAGGERED @ 16" O.C. O.C. 2-ROWS INTO 2-ROWS INTO 1X8 W/ FACE NAIL PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL MASONRY THROUGH 3 �� DETAIL STD. 90A TD. 90° HOOK (TYP.) 2x BAND JOIST 10d TOP & JOIST 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 1 X4 P.T. 3/16 x 3 -1/2 DOOR JAMB (REFER 1 X 4 1/2" DRYWALL NOTE: LAP SHEATHING TO DOOR JAMB (REFER EACH END W/ MIN DOOR JAMB REFER TAPCON TO SHT. SDW2-K1 FOR ( D BOTTOM OF BAND TO SHT. SDW2-K1 2" EDGE DIST. TO SHT. SDW2-K1 CONN. DETAILS JOIST TYPICAL FOR CONN. DETAILS FOR CONN. DETAILS 10d @ 12" O.C. 1 X 4 FURRING 2X8 P.T. WITH 3/16" 0 X 3' +2" NOTC @ FIRST COURSE USP HGAM10 @ 12" O.C. w/4-SDS LONG TAPCONS - 1/4x1 1/2" SCREWS INTO BAND 2x P.T. AS REQ'D 2X8 P.T. STAGGERED @ 16" O.C. 2X8 JOIST & (4) 3/16"x1-3/4" WEDGE 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1/4" DETAIL NOTCH WEB AT BOLTS INTO K.O. BLOCK +5A FIRST2COURSESE BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS rcC LED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION K'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 UPLIFT CAPACITY = # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON " ( 1 1/4MIN. A -A 890 = 190 #FOR 2 STRAPS FILL 1st4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX SOLID w/GRouT 8' 1-PLY PRE-ENGINEERED TRUSS a 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. ARCH BLKG. &BUCK 1/4" x 3 1/4" TAPCONS USP RT16M W/ (8) NA11 NAILS & (6)1" x 2a' ' BLOCK HEADER TAPCONS 1/2" DRYWALL * (IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6) 10d NAILS x 12' NAILS AND 8d NAILS AT 8" O.C. AT BUCK (4) a' X 1' WEDGE BOLTS [ (1) STRAP = 1225 # 2 x 8 45^ DIAGONAL (4)10d NAILS LEAVE A CUT OUT IN O.S.B. ON THE , (2) STRAPS 2450#]) BRACE(S) 2 x 8 BRACE/ INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST FOR OVERHANGS BETWEEN OVER 1 1/2" BUILT UP PLWD. BUCK NARCH PANEL CUT HB. FOR POLYS AREA 7LL 2 x 8 45 DIAGONAL BRACE AT EA. IN PLACE BEAM CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. ' ° •' SCRIBE (NOTCH) BACKSIDE TO FIT ARCHIT (4INTO 2 x 8 FACE OF ARCH W/ (3) 10d NAILSOVERRAN�<` AT EA. END RETROFIT TRUSS DETAIL CONNECT W/ 8d NAILS B.N.T.S.INSTALL WDW. SCREW ANCHOR 2 x4 SOLID BLKG. (FULL ALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) 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 4%" WOOD NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY / NAILS @ 8" O.C. x0TO � TRUSS TOP CHORD FRygN TO TRUSS ARCH DETAIL WALL USE (3) 1/4" X 3 1/2" TAPCONS AT 16" O.C. + �FNGTN + 11-011 5'-011 SCALE: N.T.S. SS 12 + PLYWOOD SHEATHING JACK TRUSS PROVIDED BY TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24 O.C. + + I N I S H 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 >.6 ' : � •� EMBEDMENT INTO K.) 1/4" MAX PER NAILING SCHEDULE ALL TO SUPPORT TRUSS + SOFFIT ° o. ° a ° #5 BAR 2-0 8' + + °D, 101, CENTERED W/ BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5) -12d NAILS + ° . °P 9 H IN TOP 1 X 4 FURRING BLKG. &BUCK 2X6 TO 2X4 USP RT3A 2X4 SYP r ®s o ° ' o KNOCKOUT / N EACH TRUSS o d .' CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK _ PROVIDE 2 x 8 DIAG. BRACE B 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ (3) CONNECTOR p MONO FOOTING •, e. p ° VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SEE LINTEL SIZE AND REINF. PER PLAN AND SECTION DETAILS -I BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY SCHED. - - ..o LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL A. ° 2 x 8 VERT. BRACE S) ( INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT DIRT � � ' z_ TO BE INSTALLED 2 BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL% ° STANDARD o ° .zlo SCRIBE NOTCH BACKSIDE (NOTCH) 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION o 90 r #5 BAR IN • HOOK iv TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4'Y2" 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") . ,, • , N • ,, . • ,, INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL 4' MAX. RAD. WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" _, ►: .- .• �.- s• • �.- e• •.- s• �.- s• ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 O.C. PER INSTALLATION DETAILS B-g ARCH DETAIL K SECTION @ENTRY L SECTION @ROOF EXTENSION M STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" =1'-0" SS SCALE: 3/4" = V-0" SS SECTION DETAILS SCALE: 3/4" = 1'-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 (3) PER PROJECT, CONTACT ENGINEER OF RECORD AT LEAST 2 HOURS BEFORE PLACING MORTAR. AT B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP FOR ADDITIONAL INSTRUCTION. 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 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 HTT16 W/ (18) -16d NAILS TO CAP TO PREVENT LEAKAGE BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER "SQUEEZED" W.W.M. AT PERIMETER () STUDS & 1 - 5/8" DIA. ALL COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION y #5X6' EMBEDDED 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 "SET" EPDXY MIN. zo EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 6'-0" 5" EMBEDMENT & 3" MIN. Cn 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 W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LL NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° O A THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL u u u w c- REINFORCING AS FOLLOWS: - —I v 1 * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT I=I I—i I —I I —III I- ' ° I=I I I=I I I=I I -I I I I I-' #5X6 EMBEDDED INTO * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ o ° III —III —III- 0z EXISTING FOOTING 2-#5X6' IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL I=I I —I I= Q - CO N FILLED CELL SMOOTH. DO NO FURROW. , ' . III —III —I I—III=� I DRILL 3/4"X6" MIN. HOLE F PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE II II � I I- SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6 MIN. LAP ° «: El G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE `N ° REMAIN FREE OF MORTAR. NOTE: "' z_ H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. �+ r • 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 #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 00, A SECTION I) 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 rDF 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. SS SCALE: 3/4" =1'-0" 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. Z M 0 CD Z Q a. (nv) C� w p - 'U0 LU F o (A V) 0 U LU 1-- a) Cl C f0 M 2 -O M No ® Co) aim O O T N a) r LL CO :5 6 �� O Y N Y N O- O Lr)O V `Q 0 CL � Q O A1 B D. NCBDC XV i'i,iC)�Zo �CV �. q_-__F� 0 R UL .,,C FLi ff .q. us W.(y, py��. c 'M k l: �eI , ❑ ❑ 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. i O Z 0 0 � r-, >��o M Q � Ln a. cn•Ld' LL CL cl� U ClOC) Q E — Z WJo� ;�O oZ wLLo LgZzI.— d w UH�No0 r- z}z¢U zQavOQQ Z ? Z. Z gpLLJ a W U OV)DCeo OLU 04 O F aOz up M J ��"' O Lf) (V Lf� L0 Q J LU LU Boa azvo 0 LU o�,m2 WC Z Z l- z �o� oz Z U-i0 w O z 0 0 J U o0wQ6 N O2 98 Vww0u-za O <o_w20 < Qoo >- Lr)0 ao �oZa 0 re) LU aQ�� O LL LL Z > p :5 z J a SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: FFLORES VERSION NO. 100 JOB NO: 17-5174 SHEET NO.