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1X4 /2" DRYWALL 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. JAMB(RE 1 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 FOR CONN. DETAILS 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"� FURRING 3/16" 0 X 3" LONG FURRING TAPCONS 3116"0 X 3-1/2" LONG FURRING #5 REBAR (TYP') AND NAILED W/ N COMMON I 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERE2X BOTTOM PLATE W/ 8d D 4" TAPCON. INTO STAGGERED @ 16" TAPCONS STAGGERED 2X8 BLOCK@ SPACING „ 1 DETAIL 1X8 P.T. STAGGERED @ 16" O.C. O.C. 2-ROWS INTO 2-ROWS INTO 1X8 2x BAND W/ FACE PER MANUFACTURE MASONRY THROUGH „ MASONRY THROUGH �� 1-1 /2 DETAIL 3 DETAIL A STD. so . 90° HOOK (fYP.) JOIST 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" j/ TAL SEAT PLATE O.C. & 4" FROM 1X4 P.T. 3/16" x 3 -1/2" DOOR JAMB (REFER 1/2" DRYWALL 1 X 4]OIL t[N TE: P SHEATHING TO EACH END W/ MIN DOOR JAMB (REFER--,2" DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR TTOM OF BAND D TO SHT. SDW2-K1 EDGE DIST. TO SHT. SDW2-K1 CONN. DETAIL IST TYPICAL FOR CONN. DETAILS FOR CONN. DETAILS n 10d @ 12 O.C. \_ 1 X 4 FURRING2X8 92 P.T. WITH 3/16"0 X 3" #2" NOTC @ FIRST COURSE P HGAM10 @ 12" O.C. w/4-SDS LONG TAPCONS 2X8 xl 112" SCREWS INTO BAND 2x P.T. AS REQ D 2X8 P.T. STAGGERED @ 16" O.C. JOIST & (4) 3/16"x1-3/4" WEDGE 2X DETAIL 21 /4" DETAIL 2-ROWS INTO MASONRY 3-1/4" DETAIL NOTCH WEB AT THE FIRST 2 COURSES BOLTS INTO K.O. BLOCK t5" BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED 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 ow SECTION UPLIFT CAPACITY = 945 # FOR 1 STRAP W/ 1/4" x 3114" TAPCON (1 1/4" MIN. A -A =1890 # FOR Z STRAPS FILL 1st 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8" 1-PLY PRE-ENGINEERED TRUSS SOLID w/GRour n 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31l4" TAPCONS USP RT16M W/ (8) NA11 NAILS & (6) " x 2� :.•.,, BLOCK HEADER ARCH BLKG. & BUCK = TAPCONS 1/2" DRYWALL * (IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6) 10d NAILS x 1? NAILS AND 8d NAILS AT 8" O.C. AT BUCK _ 4 " " X 1 WEDGE BOLTS 1 STRAP -1225 # I ( ) 2 x 8 45A DIAGONAL (4) 10d NAILS INTO ( LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION '° ` ;; (2) STRAPS 2450#)) BRACE(S) 2 x 8 BRACE/ BLKG. ' `` ` 7/16" OSB CUT HOLE IN O.S.B. FOR TO BE INSTALLED - BOND BEAM OR CAST FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER RECORD FOR BUILT UP PLWD. BUCK ARCH PANEL POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. -, .. . IN PLACE BEAM FURTHER INSTRUCTIONS. '• '.. �. '•: SCRIBE (NOTCH) FACE OF ARCH W/ (3)10d NAILS OVERHANG-- BACKSIDE TO FIT ARCH 1od NAILS INTO 2 x 8 (4) CONNECT W/ 8d NAILS BRACE/ BLKG. AT EA. END RETROFIT TRUSS DETAIL N.T.S. x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHO\\,--2 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 OR THRU TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4" TO 110 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 XO (2)10d NAILS @ 8" O.C. �FRygH TO TRUSS TOP CHORD ARCH DETAIL J WALL USE (3)1/4" X 31/2" TAPCONS AT 16" SCALE: N.T.S. SS O.C. 12 + + + �ENGr H PLYWOOD SHEATHING r_ n r- n 1 0 5 0 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR P� 2x6 #2 SYP @ 24" O.C. + + + + + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + BLOCKING AS + . "� ' WITH 14' x 31/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED >• ` •: ► '•� EMBEDMENT INTO �1/4 MAX ) " 2'-0- g PER NAILING SCHEDULE ALL TO SUPPORT TRUSS + SOFFIT • ° • � . ►• • ..' ► ' • %: ►': #5 BAR t " • p +L7—:CENTERED W/ BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5) -12d NAILS 2X6 TO 2X4 USP RT3A + 2X4 SYP a ► +► ► ' c 1 X 4 FURRING BLKG. & BUCK EACH TRUSS ° d.. ' KNOCKOUT / EN► CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END 2 8 DIAG. BRACE B PROVIDE 2 MIN. () PROVIDE 2x CONT. W! 3 O — s� CONNECTOR �• — MONO FOOTING •a j °• ° PROVIDE x VERT. BRACES WHEN HGT. OF TUCK - (AT EA. SIDE BUCK - (1) WITHIN 4 12d NAILS SEE LINTEL SIZE AND REINF. PER PLAN AND SECTION DETAILS BRACE EXCEEDS 24" JACK TRUSS PROVIDED BY—/ SCHED. - LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL .► •. ° 2 x 8 VERT. BRACES INSIDE TO ALLOW FOR INSULATION () TO BE INSTALLED ARCH #2 SYP @ 24" O.C. ENTER SO IT DIRT • 6 z 2 SEE PLAN °ffANDARD•� 4'-0" MAX PRECAST LINTEL . BUILT UP PLWD. BUCK- SCRIBE (NOTCH) BACKSIDE 7/16"OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR INHOOK ' N TO FIT ARCH CONNECT W/ START OF ARC IF TRUSSES USED) W/ (2) #6 X 4%' WOOD FOR OVER HANG FILLED CELL • -. • - • • - • • •. , �L 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4 MAX. MD. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") . _ ♦ ♦ - . ;, ♦ :. L, 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. ANCHOR INTO ARCH BLKG. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-g ARCH DETAIL K SECTION @ ENTRY L SECTION @ ROOF EXTENSION M 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 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 3MIN. 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 BARR IN N E 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 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 WHERE THIS CONDITION (1) #5 BARS CONT. THREAD ROD EPDXIED W/cc >• #5X6' EMBEDDED INTO E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS PER ANCHOR 9 ga. PANEL ) 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 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 U_ W NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE °• O U A THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL '.:, , o' ► w a REINFORCING AS FOLLOWS: * " SEALANT -- ► e ¢ c 1 PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. `' ;; P v 5X6' EMBEDDED INTO * PRESS PANEL REINFORCING INTO PLACE. +;.. ;::- .,.. • :. ;;:: ..- 6" MIN. LAP SPLICE W! ,'-'`" `` ` ' �.. A ' > z 3 EXISTING FOOTING 2-#5X6' IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL ''< REINFORCING PANEL ::;�:-•;::.�-;'::_: N N FILLED CELL SMOOTH. DO NO FURROW. " s: C. . ►.• n DRILL 3/4"X6" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. '^'': ' w:., 6" MIN. LAP GRADE ►, p •' P I ° SET BAR IN EPDXY t" G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: M REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. g H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS e ► 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 EAWAY 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 DF 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: 3l4" =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. QD z Q J o_ z w U — w 0 iti o Vi U o to CD M w — 8 W ~E a� c o2 � O oa C LL � Q� rn v; o A ' BD. N C B D C F' � Itar ll.Ut c, Q a .- Il: a'tA c• \ OOZZ ar � LL Z\\� t WEs 'Hilt ' ❑ ❑ 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. i O N Z OIL In M O M Q 0 'a d Vf "i d' HL_ L CL .-. Q CO Z WJ %D d- 0 w lri W z m � 0 CC� iOgZ}�aV ` Z Z Z � z N CS 3: 8 �i�0 516® co ��z ,-a n N WO� �3 0z09o� 0 Z �1 Q 0� o�z�� W Z W 1 — LU QWGzd�r ~~� W � W0M 5 } � cv N z ♦--I MoM T .2 W � �O Z .. .. > :5~ Z 0- SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: FFLORES VERSION NO. 1525 JOB NO: 17-4136 SHEET NO.