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1X4 1/2" 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. SDW2-K1 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 CONN. DETAILS FOR CONN. DETAILS 1 X 4 1 X 4 #5 REBAR (n'P,) 3/4 PLYWOOD DECKING GLUED " ATTACHED WALL SHEATHING TO 1 X 4 3-1/4" LONG X 3/16" FURRING TAP 9b X S LONG FURRING 3/16"0 X 3-1/2" LONG TAPCONS FURRING �P �� N AIL / 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED TAPCON. INTO STAGGERED @ 16" TAPCONS STAGGERED 2X8 BLOCK@ SPACING �� 1 DETAIL O.C. 2-ROWS INTO 1X8 P.T. STAGGERED @ 16" O.C. 2-ROWS INTO 1X8 PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL MASONRY THROUGH 1f 3 DETAIL STD. 90" D. 90 HOOK (1YP.) 2x BAND JOIST W/ FACE 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. 3/16" x 3 -1/2" TAPCON @ "7 L> Z/ :D1 METAL SEAT PLATE „ O.C. & 4 FROM 1X4 P.T. „ 3/16 x 3 -1/2 DOOR JAMB (REFER „ 1/2 DRYWALLL0/a ILWEB NOTE: 1 X 4 T LAP SHEATHING TO DOOR JAMB (REFER EACH END W/ MIN DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FORJLJIL BOTTOM BAND TO SHT. SDW2-K1 2" EDGE DIST. TO SHT. SDW2-K1 CONN. DETAIL 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" t2„ NOTC @FIRST COURSE USP HGAM10 12" O.C. W/4-SDS LONG TAPCONS 2X8 P.T. L2X8 1l4x1 1/2" SCREWS INTO BAND " 2x P.T. AS REQ'D 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 BOLTS INTO K.O. BLOCK t5" FIRST 2 COURSES BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC L FILLED CELL PER —E FOUNDATION PLAN FILLED CELL INSTALLATION rH RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION A -A UPLIFT CAPACITY = 945 #FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4"MIN. =1890 # FOR 2 STRAPS • ' ; FILL 104 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8" 1-PLY PRE-ENGINEERED TRUSS 00 SOLID W/GROUT • 1 X 4 FURRING A SOLID BLKG. AT TOP BTWN. 1/4" x 3114" TAPCONS USP RT16M W/ (8) NA11 NAILS & (6) k x 2k.:.� 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 NAILS AT 8" 0. . AT BUCK 8d C LEAVE A CUT OUT IN O.S.B. ON THE ` - • (4)" X 1" WEDGE BOLTS [ (1) STRAP =1225 2 x 8 45 DIAGONAL (4)10d NAILS INTO BRACE(S) BLKG. INSIDE TO ALLOW FOR INSULATION " ' ` ' ` ' ��' . ,`~ '"�`�' � ' ' ` - •'" (2) STRAPS 2450#]) • ; 2 x 8 BRACE/ 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST FOR OVERHANGS BETWEEN OVER 1 1/2' BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. IN PLACE BEAM FOR CONTACT ENGINEER URTHER (INSTRUCTIONS. . SCRIBE NOTCH (NOTCH) FACE OF ARCH W/ (3)10d NAILS • .• .' . BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL OVERHANG �,'':+� :• •.: CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. ' ' :•: ; ;; . 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHO ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 PROVIDE WITHIN :.:. •.• RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4" MIN. OF BRACE 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 1/7 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 REQ'D. 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY XO (2)10d NAILS @ 8" O.C. VFl�jy TO TRUSS TOP CHORD ARCH DETAIL i WALL USE (3) 1/4' X 31/2" TAPCONS AT 16" SCALE: N.T.S. SS O.C. 12 + + G'rly PLYWOOD SHEATHING 1 r_On 5r_On 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 e WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED > ► EMBEDMENT INTO ) PER NAILING SCHEDULE ALL TO SUPPORT ° e ' /4" MAX 2' " -0 8 " TRUSS + + SOFFIT , • •' : ► • ' : ► p ► #5 BAR BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5) -12d NAILS + ^ p ' ► • : CENTERED W/ 1 X 4 FURRING BLKG. & BUCK 2X6 TO 2X4 USP RT3A 2X4 SYP .. ► • . '+ IN TOP c EACH TRUSS ► d : ' KNOCKOUT / N • CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d PROVIDE 2 x 8 DIAG. BRACE B NAILS AT EA. END PROVIDE 2 MIN. PROVIDE 2x() CONT. W/ (3) CONNECTOR �� T; -III — 1 _ MONO FOOTING "� ►A °. SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SEE LINTEL AND SECTION DETAILS 1 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 OFTRUSS OR 2x4 ° ► 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24' O.C. O.C. ENTER SO IT CLEAN FILL .► DIRT 6 z TO BE INSTALLED BUILT UP PLWD. BUCK - ' PRECAST LINTEL 'FANDARD•.'. SCRIBE (NOTCH) BACKSIDE 7116" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR INHOOK �► TO FIT ARCH CONNECT W/ START OF ARC IF TRUSSES USED Y.' WOOD ) W/2 () #6 X 4 FOR OVER HANG FILLED CELL 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") ::. BTWNOSB 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. Sk ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL K SECTION ENTRY @ L SECTION @ ROOF EXTENSION M STEMWALL FOOTING SIZE AND REINF. B_B MONO TO STEMWALL FOOTING PERLAN AND STEMWALL SCALE: N.T.S. SS SCALE: 3/4" =1'-0" SS SCALE: 3/4" =1'-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 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 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 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 , #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. Z EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL REINFORCING COVER g�-0^ F.F. 5" EMBEDMENT & 3"MIN. 0 (EVERY OTHER 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 ° 0 U THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL „ °:: ;' ► w a A REINFORCING AS FOLLOWS: ;``=:3`=:' y 4'. ' — Q C 1 • PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. ,... •• SEALANT p' ° — u- * PRESS PANEL REINFORCING INTO PLACE. 'R"';' r. •• ,�;' ::.•.:;r; v z 5XV EMBEDDED INTO :, 5..,..A.. " 6 MIN. LAP SPLICE W/ A ► EXISTING FOOTING 245XV IN CONC. • COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL ::. REINFORCING PANEL .`r. `''` `_"' ``'`" .: ' ¢ t" FILLED CELL SMOOTH. DO NO FURROW. ;> "�` : `'= ' 7° t ; ° 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. v;•''; : <"=".,:"`' �'' ' ` ' `�'* ' ` `:t�' " GRADE >. D ► SET BAR IN EPDXY '4 6"MIN. LAP , G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE 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. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT , ° A" 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. 00,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. 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: 3/4" = V-0" SCALE: 3/4" = V-0" FOR WIND SPEEDS UP TO 110 MPH', PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. U� Zg Z Q a Z Lnn�'' V W cn 4 —J w C) U — O � N = .IV E do U mM w —8 WW ~E C tti M E:v0 ooa _ UI ZLL00 Go aQo Q °vi Ln ado A' 8 Do N C•arD C � N N � W ar S * o N CU Q -J •� mUM •N M ' G^, To the best of the Enginee%l (<gowledgg, Enfprtrktion, and belief, the structural plans and s' f1c, ors 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 Z C) O r� 4-1 � M O M a�M Ln a cn•�� Q vi tL CL z tJ n.00 Q O z E WJ Z M t00 tt f o65 Z vC 00 V �S zz c7 2 �W J S d- wC4 O N Ln o� �3 QQO w� � Z J Uj � W � 0 � Q UJ Za Was LU Z > .. I-'-- .. Z z Q SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: FFLORES VERSION NO. 1525 JOB NO: 17-3664 SHEET NO.