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"L N 00 N y W J �N JopCO-.3 LL r__ t` :0 T� C) t L #5 REBAR (TYP,) 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO ; AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" '� ® ® O.C., 2 ROWS STAGGERED 6" O.C. EDGES AND 12" O.C. FIELD ti+ r • `STD. 90° HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 10d"V ;# @ TOP & BTTM CHORD, AND (8) a (TYP.) ® FACE NAILS 10d @ TRUSS VERT. WEB V l i) METAL SEAT PLATE NOTE: ID �:/O/, I LAP SHEATHING TO BOTTOM OF BAND ® JOIST TYPICAL t2" NOTC @FIRST COURSE USP HGAM10 @ 12" O.C. W/4-SDS 1/41 1/2" SCREWS INTO BAND <� JOIST & (4) 3/16"xl-3/4" WEDGE THE ` - BOLTS INTO K.O. BLOCK J FILLED CELL PER ;, '<.� \, `'-'i ••• " BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FOUNDATION PLAN SCALE: N.T.S. FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP % z SS SCALE: N.T.S. ' ZV4� SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. ,pJI F. z •� - �� - I 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 945 # FOR 1 STRAP Ij W/ 1/4" x 31/4" TAPCON (1 1/4"MIN. " A -A =1890 # FOR 2 STRAPS SFILL 11st 4 CO OLID WIGROUTES EMBEDMENT INTO BLK.) 1/4 MAX 2'-0" 8" 1-PLY PRE-ENGINEERED TRUSS - 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 3 1/4"TAPCONS ARCH BLKG. & BUCK -... USP RT16M W/ (8) NA11 NAILS & (6) k x 2 " BLOCK HEADER ss TAPCONS ^:�y}0.ttltf/tfl�/jPf 1/2" DRYWALL * (IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6) 1 Od NAILS x 1�"' NAILS AND = a W • rn� i; 8d NAILS AT 8" O.C. AT BUCK / 4 X 1 WEDGE BOLTS 1 STRAP 1225 # f ° LEAVE A CUT OUT IN O.S.B. ON THE O (() D 2 x 8 45 DIAGONAL (4)10d NAILS INTO `'' ' ' `' " ~' (2) STRAPS 2450#1) WN a ;. ; BRACE(S) 2 x 8 BRACE/ BLKG. ° Z INSIDE TO ALLOW FOR INSULATION a. ;,.. i3 r o x r 7l16" OSB TO BE INSTALLED - FOR OVERHANGS BETWEEN OVER 1 1l2' = o BOND BEAM OR CAST CONTACT ENGINEER OF RECORD FOR BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR �a�g�U'I' Q� , C POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. IN PLACE BEAM `° " `' �. C)�`` ,= SCRIBE (NOTCH) FURTHER INSTRUCTIONS. ' ' '•• " '• ' w m O 4 O c N FACE OF ARCH W/ (3)10d NAILS Z �+ N . • �'� BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 OVERHAN : ., �, W CONNECT W/ 8d NAILS BRACE/BLKG. AT EA. END W a o v z RETROFIT TRUSS DETAIL N.T.S. .t . z 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB o o u: INSTALL WDW. SCREW ANCHOR--1�- ° g = 4 = Q INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN m o RETROFIT WALL OVERHANG DETAIL (NTS) 4H MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF N o w 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' T01 1/2' Q El a. 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'$" TO 4'-O" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. U � START OF ARC IF TRUSSES USED) W/ (3) #6 X 4/z" WOOD ��o� wasa:ra�e�m 1 4' MAX. MD. SCREWS @ 16" O.C. MAX. OR IF MASONRY / X0In, (2)10d NAILS @ 8" O.C. j ARCH DETAIL WALL USE (3)1/4" X 31/2" TAPCONS AT 16" / ygN TO TRUSS TOP CHORD SCALE: N.T.S. SS O.C. 12 + FNO 1 1-0" 51-011 JACK TRUSS PROVIDED BY SEE + + Ty PLYWOOD SHEATHING TRUSS COMPANY OR PLAN + + T UJ o L 2x6 #2 SYP @ 24" O.C. ALfINISHFLOQI 2 x 8 BUCK - CONNECT TO BLOCK / + 7 BLOCKING AS m " TAPCON 1 1/4" MIN. SECTION ROOF SHEATHING ATTACHED + REQUIRED , ° -""' 0 F WITH 1/4 x 31l4 CO 5 EMBEDMENT INTO ) B-g PER NAILING SCHEDULE ALL TO SUPPORT - , W /4 MAX 2 �� 8" TRUSS + + SOFFIT - 10 #5 BAR Q BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5) -12d NAILS + +' " CENTERED W/ g z 1 X 4 FURRING BLKG. &BUCK 2X6 TO 2X4 USP RT3A 2X4 SYP ° so H IN TOP 4 z EACH TRUSS KNOCKOUT / N 9 " CHAIR BLOCK NAILO.C.AT BUCK - — --- o 8d S@ 8 0 C 2 x 8 VERT. W/ (2) 10d ECONNECTOR I -- - w v MONO FOOTING -- y Z N PROVIDE 2x / � � L.L NAILS AT EA. END PROVIDE (2) MIN. CONT. WI (3) SIZE AND REINF. PER PLAN I r ' PROVIDE 2 x 8 DIAG. BRACE B TAPCON AT EA. SIDE 12d NAILS SEE LINTEL AND SECTION DETAILS -) k Z O7 VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24 BUCK - (1) WITHIN 4 JACK TRUSS PROVIDED BY i SCHED. 0 L(7 CO I> LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF / -� " .�' ° Q z 2 x 8 VERT. BRACES INSIDE TO ALLOW FOR INSULATION ARCH TRUSS COMPANY OR 2x4 DIRT FILL ..,- , . ° - o ^ (V O #2 SYP @ 24" O.C. ENTER SO IT r' z L.L TO BE INSTALLED ° 2 w . 4'-0" MAX SEE PLAN 'L STANDARD "LO BUILT UP PLWD. BUCK - PRECAST LINTEL '. q o 7/16" OSB ARCH PANEL 90' HOOK Q L1J CV SCRIBE (NOTCH) BACKSIDE 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN aLd Q 7 TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4'/i' WOOD FOR OVER HANG FILLED CELL Z 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 UJ 4 MAX• RAD. WALL USE (2)1/4" X 31/2" TAPCONS AT 16" E. ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 O.C. a V� �s a 'r .� r �, w d Q STEMWALL FOOTING SIZE AND O PER INSTALLATION DETAILS B-g ARCH DETAIL K SECTION @ ENTRY L SECTION @ ROOF EXTENSION M REINF. PERLAN AND STEMWALL z SCALE: N.T.S. SS SCALE:3/4"= 1'-0" SS SCALE:3/4"= V-0" SS MONO TO STEMWALL FOOTING SECTION DETAILS z Z O SCALE: 3/4" =1'-0" o W Q Q 00-0 GLASS BLOCK INSTALLATION NOTES o NOTE: IF RETROFIT FILLED CELL CONDITIONS �y A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY L.L AT LEAST 2 HOURS BEFORE PLACING MORTAR. EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD Z B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP FOR ADDITIONAL INSTRUCTION. W\ EXTENDS TO SILL. o / C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR EXISTING BOND BEAM. F RIEINFORCING. PROVIDE LOWER 0 !^ D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS HOOKED DOWEL U) v J 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 Z UJ 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 SET BAR IN EPDXY 0 REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHORNEL HTT45 W/ (18) -10d NAILS TO MORE INFO CAP TO PREVENT LEAKAGE 0 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 } #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 THREAD ROD EPDXIED W/ z EXISTING BOND BEAM z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING TOP WITH MIN. 3" SIMPSON "SET" EPDXY MIN. a 0 COVER 61_0" 5" EMBEDMENT & 3" MIN. SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER F•F FILL CELL FULL HEIGHT W/ UJ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP EDGE DISTANCE ,� w NON SHRINK GROUT. Ir LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE 0 2 To THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL o ;' P W a A REINFORCING AS FOLLOWS: _ ¢ a j w SEALANT-1 I=I I=I I -I I —I I= * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. ~.:.._'y ; `;,t : p°.=I I=I i=I I I I -III-' g 0 �. -: 5X6 EMBEDDED INTO * PRESS PANEL REINFORCING INTO PLACE. — = = .: :..:;.:::_: ' " 6" MIN. LAP SPLICE W/ A ° z I � Ell I —I � I- � g EXISTING FOOTING 2-#5X6 IN CONC. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL I=� I=I I= a SMOOTH. DO NO FURROW. ' III==III—I N `r' FILLED CELL DRILL 3/4"X6" MIN. HOLE 0 F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT I —III —I I FURROW. MAINTAIN UNIFORM JOINT WIDTH. ^` ~ 6 MIN. LAP p • ° III —III- ` \ �- GRADE o P r SET BAR IN EPDXY O w title: G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE ii ° w W REMAIN FREE OF MORTAR. NOTE: Cn z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r P : z TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° a ;4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ (2) #5 REBAR. MIN. 3" no. 2017447 TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE Z project 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 A SECTION w checked: AB/MC 0 AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING o GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. m drawn: J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP RETROFIT FILLED CELL DETAIL LO date: 07-27-17 MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" N scale: FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. Q H I _O } a SS 0 The structural design of this building is in accordance with the FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL and :s certified as such. 1X4 /2" DRYWALL DOOR JAMB (REFER 1 X 4 /2" DRYWALL DOOR JAMB (REFERV2X8 1/2" DRYWALL DOOR JAMB (REFER P.T. TO SHT. SDW2-K1 TO SHT. SDW2-K1 TO SHT. SDW2-K1 FOR CONN. DETAILS FOR CONN. DETAILS FOR CONN. DETAILS 1 X 4 1 X 4 3-1/4" LONG X 3/16"0 1 X 4 FURRING 3/16" 0 X 3" LONG FURRING TAPCONS 3/16"� X 3-1/2" LONG FURRING TAPCON. INTO STAGGERED 16" TAPCONS STAGGERBLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO 1X8 P.T. STAGGERED @ 16" O.. 2-ROWS INTO PER MANUFACTURE MASONRY THROUGH 1-1 /2" DETAIL MASONRY THROUGH 31� DETAIL 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. 3/16"x3-112" TAPCON @ 16" O.C. & 4" FROM 1X4 P.T*3 /2" DOOR JAMB (REFER 1 X 4 1l2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN DOOR JAMB (REFER TO SHT. SDW2-K1 FOR TO SHT. SDW2-K1 2" EDGE DIST. TO SHT. SDW2-K1CONN. DETAIL FOR CONN. DETAILS / ' FOR CONN. DETAILS10d @ 12" O.C. 1 X 4 FURRING 2X8 P.T. WITH 3/16"0 X 3" 2x P.T. AS REQ'D .. LONG TAPCONS STAGGERED @ 16" O.C. 2X8 2x DETAIL 21 /4" DETAIL 2-ROWS INTO MASONRY 3-1 /4" DETAIL I` o '2 1 Q x f� MAX8' ® UNACCEPTABLE INSTALLTION o 3 PROPER INSTALLATION DO NOT DO THIS ' 2"x BOT. PLATE W/ (2)10d @ 6" O.C. ® r, FILL SOLID #5 REB (TYPI) STD. 901