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DOOR JAMB (REFER 1x4 1/2" DRYWALL 1/2" DRYWALL DOOR JAMB REFER DOOR JAMB (REFER —1x4 ( 1x4 1/2" DRYWALL MAX. UNACCEPTABLE INSTALLTION 8" TO PRODUCT P,T, TO PRODUCT TO PRODUCT APPROVAL FOR CONN. PROPER INSTALLATION DO NOT DO THIS 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1 X 4 ` #5 REBAR ( TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 1x4 P.T. 3-1/4" LONG X 3/16" 0 FURRING 3/16"0 X 3" LONG FURRING �� (2) ROWS 3/16 x 3-1/2 FURRING #5 REBAR ` ' AND NAILED W/ $d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCONS TAPCON @ 16" O.C. & 4" STAGGERED @ 16" 2XgE (TYPO ` BLOCK@ SPACING 1" DETAIL 1x8 P.T. FROM EACH END w/ MIN. O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRYTHROUGH _ rr 1x8w/ 2 1 1!2 DETAIL () ROWS 8d NALS 311 DETAIL STD. 90^ ` D. 90° HOOK (TYP.} x A T W/O E NAIL 8) @TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. „ STAGGERED @ 12 O.C. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" TAPCON @ 16" DOOR JAMB REFER 1x4 P.T. TO PRODUCT VL IN TAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2"DRYWALL 11L P 0/a 7/' TE: tB DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT P SHEATHING TO TTOM OF BAND TO PRODUCTVZOED13EDIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" IST TYPICAL APPROVAL FOR CONN(2) ROWS 3116" x 3-1/2" x 3-1/2" TAPCON @ 16" 1x4 O.C. & 4" FROM EACH ME/Ex TAPCON @ 16" O.C. & END w/MIN. 2" EDGE DIST. 4" FROM EACH END w/ FURRING +2 NOTC @FIRST COURSE MPSON HGAMIOKTA @ 12" O.C. 2xg P.T. ATTACH SECOND PLY w/ MIN. 2 EDGE DIST. 2x8 ' - w/ (4)1/4x1 1I2"SDS SCREWS ..REQ'D (2) ROWS 10dx3" NOTCH ` INTO BAND JOIST & (4)1/4"13/4" 2x DETAIL 2 1l4r' DETAIL STAGGERED @ 12" O.C. 3-1l4rt DETAIL +5A WEB AT THE ' FIRST 2 COURSES ` TITEN INTO K.O. BLOCK BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION KH 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 = 805 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. = 1610 # FOR 2 STRAPS soup t4 COURW/GROUSES EMBEDMENT INTO BLK.) 1/4" MAX •' 2�_0�r 1 X 4 FURRING n SOLID BLKG. AT TOP BTWN. 811 1 PLY PRE-ENGINEERED TRUSS ` Aa BLOCK HEADER ARCH BLKG. & BUCK 1/4" x 31/4" TAPCONS SIMPSON HM9KT w/ (4) 1/4"x1 1/2" SDS 1/2" DRYWALL * SCREWS & (5)1/4" x 2 1/4" 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 1 112" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR CONTACT ENGINEER RECORD FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. FURTHER INSTRUCTIONS. a BACKSIDE TO FIT ARCH (4) 1Od NAILS INTO 2 x 8 FACE OF ARCH W/ (3)10d NAILS AT EA. END RETROFIT TRUSS DETAIL OVERHAN '. :d CONNECT W/ 8d NAILS BRACE/ BLKG. ••a N.T.S. INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) 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 INSTALLATION DETAILS A -A 2 X 4 #2 SYP SCAB TO SIDE OF 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 BETWEEN 3/4" 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 4Ya" WOOD ) () * DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL (TO ARCH DETAIL 4' MAX. RAD. i USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ kO�F TRUSS TOP CHORD yqN MIN. 4" EMBEDMENT AT 16" O.C. + CFNG, 1 t_On 5r_On SCALE: N.T.S. SS 12 TH PLYWOOD SHEATHING 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 ° WITH 1/4" x 31/4" TAPCON (1 1/4" MIN, B_B ROOF SHEATHING ATTACHED + REQUIRED > ' „ EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL TO SUPPORT e o: /4 MAX 2-4' 8" TRUSS + SOFFIT ° , y . > A ; > P #5 BAR BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON + 4 p 10 ° a . CENTERED W/ 1 X 4 FURRING BLKG. &BUCK 2X6 TO 2X4 H2.5A w/ (10) 2X4 SYP r ®e ► e ' °a 9 K IN TOP o 8d NAILS EACH TRUSS o .0 . ' KNOCKOUT / N It e ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)1 Od .� NAILS AT EA. END PROVIDE 2x • CONNECTOR _ MONO FOOTING a PROVIDE 2 x 8 DIAG. BRACE B PROVIDE (2) MIN. CONT. W/ (3) •a ;' °" SIZE AND REINF. PER PLAN L VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" TAPCON AT EA. SIDE BUCK- (1) WITHIN 4° 12d NAILS SEE LINTEL AND SECTION DETAILS v LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2x4 SCHED. -I e ' 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT CLEAN FILL .> • DIRT Z TO BE INSTALLED BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL °• °ffTANDARD q SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION > HOOK iv #5 BAR IN V 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") � '• � � ` °- ' °- INSTALLWDW, SCREW BTWN. OSB ARCH FACES W/ (4)1Od NAILS EQUAL EQUAL 4' MAX. RAID. WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" _ • � e .; � V';'• � � � �'' � THRU OSB INTO 2 X 8 O.C. `, `' •� °• `''' sk ' ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS B_B 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" = 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 EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. 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 BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR W.W.M. AT PERIMETER SIMPSON HTT4 w/ (18)10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION 1/2" NAILS TO STUDS & (1) - E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS PER ANCHOR 9 ga. PANEL ) (1) #5 BARS CONT. OCCURS 5/8" DIA. ALL THREAD ROD "SET" #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 a zo 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 & ` �r � � � FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) 3 MIN. EDGE DISTANCE � w LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE EXPANSION STRIP U_ U �w NON SHRINK GROUT. THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL p o D a A REINFORCING AS FOLLOWS: * SEALANT Mill —III=I1 I Q U U_ Cl- PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. D o 1-�1- J PRESS PANEL REINFORCING INTO PLACE. n- II�II .. D — - v z #5x6' EMBEDDED INTO * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL SMOOTH. DO NO FURROW. 6 MIN. LAP SPLICE W/ REINFORCINGAN L P E -— :,::-:;, .'.; ; " — — — — — .a — ' . c= TI� I I I� � � a cn �, EXISTING FOOTING 0 G (2) #5x6 IN CONC. FILLED CELL F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT -:' ,'.,'.:. n GRADE D. Drrr-� `. `. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP O G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE e D REMAIN FREE OF MORTAR. NOTE: M \ I \ H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. � � � o : , • TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT e ° � 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ D 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 EA. WAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN Ifl EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING, 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. I bj '••. S,E ;i•. 0® w U ' ��* o ••. F 1, �. •,.•' �f;/,0"l';ROFE8S`O�`�C � tllt!!lltEilti'�E 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� 0't0 8 N co q�q�� Om IN cz 0 W W LL _j n. a b1 5L-L 3 N j W uj K a ymii aaW Lo z W o R9 W,mOo 'mo�CO mg �_ W co Earn o a IL{�{� ?• 'It dMZIL CJ z U ❑❑❑❑ W z a ogonna z z v Q o � N fM v7 z o . TmTt `0 W n a U O �Ln �L'i � w. � � o v r u rn o all g x� Q o rn 4 m I W Cl)Z� Z. y Z g —1 LL �E w o a2<� z E o F= _® co � $0 x� 00 O E � � ap �0 a . � W C Z$ p Y o Z I o aW. o W8 U ado yz �G 00 Jz a F �F � O cD 5f 5 a .2O � >M L � v> m ^' W .! CU ry O .� > O LL O `0 W 2 o . �. J 04 r N= O r r a (D W T M r M o Z z N c\I E O a E v _5 Q o _ CD JOB NO: 20-1132 SCALE : AS NOTED SHEET NO. SS