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1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL UNACCEPTABLE INSTALLTION DOOR JAMB (REFER _ TO PRODUCT P.T. TO PRODUCT TO PRODUCT APPROVAL FOR CONN. MAX 8„ PROPER INSTALLATION DO NOT DO THIS 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR CONN.M1x4 1 X 4 #5 REBARATTACHED (TYP,) 3/4' PLYWOOD DECKING GLUED WALL SHEATHING TO 3-1/4 LONG X 3/16 � FURRING 3/16"0 X 3" LONG FURRING (2) ROWS 3/16" x 3-1/2" FURRING +� �� TAPCONS #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 TAPCON @ 16" O.C. & 4"LL,2X8 STAGGERED @ 16" (TYp,) ` 1x8 P.T. FROM EACH END w/ MIN. iX8 BLOCK@ SPACING „ O.C. 2-ROWS INTO 1 DETAIL L 2 EDGE DIST. ATTACH PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL 1A w/ (2) ROWS 8d NALS �� 3 DETAI L d STD. 90" ` TD. 90 HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.G. FILL SOLID HOOK (TYP.) BOTH CELLS FACE NAILS 10d @ TRUSS VERT. WEB x 3 -1/2° TAP DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. TO PRODUCT El E; METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALLJIL NOTE: EACH END W/MIN TO PRODUCT APPROVAL FOR CONN. 1x4 VE71a P/ LAP SHEATHING TO DOOR JAMB (REFER*Z,'EDGE TO PRODUCT DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" ' ` BOTTOM OF BAND JOIST TYPICAL APPROVAL FOR CO - x 3-1/2" TAPCON @ 16" 1x4 (2) ROWS 3/16 x 3 1 /2 O.C. & 4 FROM EACH FURRINGSIMPSON — TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. M 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ ' +2„ NOTC F @FIRST COURSE HGAMIOKTA @ 12" O.C. w/ x1 1/2" SDS SCREWS .T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 ` I � INTO BAND JOIST & (4) 1/4"x2 3/4" 2x DETAIL 21 /4" DETAIL STAGGERED @ 12" 0' 3-1/4" DETAIL � FA FIRS 2 COURSESTE ' ` TITEN INTO K.O. BLOCK BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC LED 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 SECTION UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A =1610 #FOR 2 STRAPS ' < FILL 1st4000RSES EMBEDMENT INTO BILK.) 1/4" MAX SOLID WIGROUT Ir 2'-0" 8" 1 PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS BLOCK HEADER ARCH BLKG. &BUCK SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS ° 1/2" DRYWALL * SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7)1/4"x2 1/4" TITEN = 2150 #) 2 x 8 45' DIAGONAL (4)10d NAILS INTO LEAVE A CUTOUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION ° 7/16++ OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1112 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. CONTACT ENGINEER of RECORD FOR FURTHER 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 • :4' ...• OVERRAN ° CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. a• • INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB PROVIDE TAPCON WITHIN ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 ° RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4" MIN. OF BRACE INSTALLATION DETAILS A 2 X 4 #2 SYP SCAB TO SIDE OF BETWEEN 3/4" -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED W/ 3 #6 X 4Y," WOOD ) O * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. START OF ARC SCREWS @ 16" O,C. MAX. OR IF MASONRY WALL NAILS 4' MAX. RAD. ARCH DETAIL i USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ kO(FR TO TRUSS OP CHOD , NqN MIN. 4" EMBEDMENT AT 16" O.C. + ` FNGr rrr 1r- 0" 5- 0 SCALE: N.T.S. SS 12 + h PLYWOOD SHEATHING JACK TRUSS PROVIDED BY TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24 O.C. + + OLf INISH FLO qR 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 /4" MAX EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL TO SUPPORT TRUSS + °.. ° _ >: #5 BAR BLOCK HEADER 41 T-01+ 8+, * SOLID BLKG. AT TOP BTWN. ARCH 5 12d NAILS SIMPSON (} SOFFIT + + , > D• 10" e P d ° ° 2 CENTERED W/ 1 X 4 FURRING BLKG. & BUCK 2X6 TO 2X4 H2.5A wl (10) 8d NAILS 2X4 SYP . ®s EACH TRUSS o • . ° 'P s H IN TOP 4 o a KNOCKOUT/ N ,'' ; ° CHAIR BLOCK*4% 8d NAILS @ 8" Q.C. AT BUCK PROVIDE 2 8 DIAG. BRACE BTWN., 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x • CONT, W/ CONNECTOR si = d MONO FOOTING _ _ .A .p.. . , ° x (3) SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF N, TAPCON AT EA. SIDE 12d NAILS SEE LINTEL AND SECTION DETAILS -I BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY SCHED• -I LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 e CLEAN FILL °• 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 000, BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL ° STANDARD °'. �? SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION n 90 HOOK N #5 BAR IN • TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4%" 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") • • , • , . . ', . '1 v _ . , BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL 4' MAX. RAD. WALL USE (2)1/4" X 31/2" TAPCONS AT 16" _, �' •�'�'• INSTALL WDW, SCREW THRU OSB INTO 2x8 O.C. `�'• � o'''• � � �`� ° � �`�'• Sk ANCHOR INTO ARCH BLKG.STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS e-gMONO ARCH DETAIL K SECTION @ENTRY Kl� SECTION Ca@ ROOF EXTENSIONrm�� REINF. PERLAN AND STEMWALL TO STEMWALL FOOTING SCALE: N.T.S. 111, SS 1' SCALE: 3/4" = -0" SS 1' SCALE: 3/4" =-0" SS SECTION DETAILS SCALE: 3/4" =1'-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER .SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION, ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED, ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE 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 TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR SIMPSON HTT4 w/ (18)10d x 1 " MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2 ) 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 1/2" NAILS TO STUDS & (1) - PER ANCHOR E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL ) (1) #5 BARS CONT. OCCURS 5/$" DIA. ALL THREAD ROD "SET" z #5x6' EMBEDDED INTO EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. THE SAME SPACING ( REINFORCING TOP WITH MIN. 3" EPDXIED w/ SIMPSON > O SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER COVER 6'-0" F.F EPDXY MIN. 6" EMBEDMENT & FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP 3" MIN. EDGE DISTANCE �- I'' NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° O U THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL o ;' u v a A REINFORCING AS FOLLOWS: SEALANT — j t¢ a PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. —— — — - -1�1 #5x6 EMBEDDED INTO PRESS PANEL REINFORCING INTO PLACE. 6 MIN. LAP SPLICE W/�� - S , _ — U z � � EXISTING FOOTING (2) #5x6 IN CONC. _ COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL — —I I i= rLO SMOOTH. DO NO FURROW, °. to FED IL L CELL a — DRILL 3/4"x5" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE o �1= j I- SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP EJ G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE (V ° ' �p \ � 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 P 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 " COVER EA. WAY 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, 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. j SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE 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. = 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. � yt r j '16 0 Ua //llllliil' �, To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W a8 I cecpp O V N 4k 0 s N N LL ��m N ei LL 7 LL �2 L a S W + ui ,6"' CD LL ZS 1 a Z a�a°' �0 a � m o W W M 0 1 � m� MY E� J o a Z IL i N Q M z U z J °d ❑❑❑ W _ M ' Z N O z o z J M CZ N N _ M M 0 4--J � .0 V> Y w o a Q � w � o ® '- U 0° w rn o s 3 =I� = U ) N W ¢ 0 m ° ®® 4 00 o W M z2 o Z LL_ o >o ?® E v wI � C, wa 05 oa 00 °z Z N i ¢o wZ Wo m �� a a o �m mg o Z, aW z J �z u aw Q w ¢ a N W C3 w� 1~ >° o Z ¢ I 61 2M = >M W ' M ns '= ;— O 0 CD W m 00 = c o O N 0) LO L0 N 00 r L0 r I r N N r c O o .— M O E MM z E O y z m C a E U J w Q L] C J JOB NO: 20-2750 SCALE : AS NOTED SHEET NO. SS