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3 IS DRYWALL 1x4 112"DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER UNACCEPTABLE INSTALLTION DOOR JAMB (REFER TO PRODUCT TO PRODUCT P.T. TO PRODUCT APPROVAL FOR CONN. MAX. 8" PROPER INSTALLATION ♦ DO NOT DO THIS 2"x BOT. PLATE W/ (2)1Od @ 6" O.C. ox4"/2" APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1 X 4 #5 REBAR P, ♦ (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 1x4 P.T. FURRING 3l16"� X 3" LONG FURRING (2) ROWS 3/16" x 3-1/2" 3-1/4" LONG X 3/16"0 FURRING E #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 TAPCONS TAPCON. INTO TAPCON @ 16" O.C. & 4° STAGGERED @ 16" (fYP,) ♦ ' 1x8 P.T. FROM EACH END w/ MIN. 1X8 BLOCK@ SPACING „ O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH 1 DETAIL PER MANUFACTURE MASONRY THROUGH 11 1-1 /2 DETAIL 1x8 w/ (2) ROWS 8d NALS 3" DETAIL `STD. 90° HOOK (TYP.) STD. 90" ♦ /j 2x BAND JOIST W/ FACE NAIL 10d @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" DOOR JAMB REFER TAPCON @ 16" 1x4 P.T. ( TO PRODUCT D'o/i TAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER FOR CONN. 1x41!2" DRYWALLP TE: t[B DOOR JAMB (REFER EACH END W/MIN TO PRODUCTAPPROVAL �� APPROVAL FOR CONN. 2x8 P.T. w/ 2 ROWS 3/16" TO PRODUCT 2 EDGE DIST. ' ♦ SHEATHING TO TTOM OF BAND APPROVAL FOR CONN. x 3-1/2"TAPCON @ 16" 1x4IST TYPICAL (2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACHFURRINNOTC TAPCON 16" O.C. & @ END C MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ ±2° @ FIRST COURSE MPSON HGAM10KTA @ 12" O.C. w/ (4)1/4x1 1/2"SDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 '' ♦ INTO BAND JOIST & (4)1/47x2 3/4" 2x DETAIL 21 /4" DETAIL STAGGERED @ 12" 0' 3-1 /411 DETAIL NOTCH WEB AT THE ' ♦ ±5AL 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 STRA SCALE: N.T.S. SS SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T. 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION A -A UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 114" x 31/4" TAPCON (1 1/4"MIN. =1610 #FOR 2 STRAPS FILL 1st 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8" SOLID W/GROUT 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS 1 PLY PRE-ENGINEERED TRUSS f . BLOCK HEADER ARCH BLKG. &BUCK SIMPSON HM9KT w/ (4)1/4"xl 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)1l4"x21/4" TITEN = 2150 #) .,: 2 x 8 45A DIAGONAL (4)10d NAILS INTO LEAVE A CUTOUT IN O.S.B. ON THE . BRACES INSIDE TO ALLOW FOR INSULATION () 2 x 8 BRACE/ BLKG. 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 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 OR FURTHER INSTRUCTIONS. . . SCRIBE (NOTCH) FACE OF ARCH W! (3)10d NAILS .:A' ` BACKSIDE TO FIT ARCH (4)1Od NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL OVERHAN .`L:. ;CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. 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 INTO ARCH BLKG. PER " RETROFIT WALL OVERHANG DETAIL NTS) 4 MIN. OF BRACE INSTALLATION DETAILS A DETAILS OR THRU 2 X 4 #2 SYP SCAB TO SIDE OF -A PROVIDE TAPCON PER WDW. INSTALLATION 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO T-6" FOR OVERHANGS BETWEEN 3/4" TO 1 112" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED) W/ (3) #6 X 4Y? WOOD * 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 10d NAILS @ 8" O.C. 4' MAX. RAD. ARCH DETAIL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ , X OAF TO TR(2) RygN TO TRUSS TOP CHORD MIN. 4" EMBEDMENT AT 16" O.C. (FNO7/y 1 r_Orr 5r-On SCALE: N.T.S. SS 12 + + —PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE i + + 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 > ► ' ► 'Ip „ EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL TO SUPPORT • /4 MAX 2'-0" 8" TRUSS + SOFFIT • . ►' '' .' ► ! #5 BAR BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON i + „' p• 1-0 • ? • • CENTERED W/ BLKG. & BUCK 2X6 TO 2X4 H2.5A w/ (10) 2X4 SYP • ► • '► IN TOP 4 1 X 4 FURRING 8d NAILS EACH TRUSS ► •� .�' KNOCKOUT / iv 8d NAILS @ 8" O.C. AT BUCK :; • CHAIR BLOCK PROVIDE 2 x 8 DIAG. BRACE B LSAVERT. EA. E(ND NAILS PROVIDE (2) MIN. PROVIDE 2x CONT. W/ (3) CONNECTOR • = � . MONO FOOTING - _ ., � ,�.. .•►• VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SIZE AND REINF. PER PLAN — BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY SEE LINTEL SCHED. 7 AND SECTION DETAILS LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 -I s 2 x 8 VERT. BRACES () INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT CLEAN FILL .► • DIRT b Z TO BE INSTALLED BUILT UP PLWD. BUCK - 4 - MAX SEE P " PRECAST LINTEL •:. °q SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTHJ SEE ELEVATION ffTANDAIRD #5 BAR IN s HOOK c� TO FIT ARCH CONNECT W/ START OF ARC 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) 4 MAX. RAD. SCREWS @ 16 O.C. MAX. OR IF MASONRY (MAX. 4-0) BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE 2 1/4" X 31/2" TAPCONS AT 16" () . ` '� INSTALL WDW, SCREW -------- CREW THRU OSB INTO 2 x 8 O.C. • , f' r' � • f w , ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL K B-g SECTION @ ENTRY L SECTION @ ROOF EXTENSION M STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL SCALE: N.T.S. MONO TO STEMWALL FOOTING SS SCALE: 3/4" =1'-0" 1.11SS SCALE: 3l4" =1'-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 SIM 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 5/8" 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 0 SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER COVER �� 6 -0 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 LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° 71 o v NON SHRINK GROUT. THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL n 10, ► w _j A REINFORCING AS FOLLOWS: ::' :' ¢ V5 1 * -.. SEALANT PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. ;:',.: p' e U g * :.':: ;;.::;.:-•:::..: PRESS PANEL REINFORCING INTO PLACE. c� #5x6 EMBEDDED INTO z z 6" MIN. LAP SPLICE W/ COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL o' ► EXISTING FOOTING (2) #5x6 IN CONC. Q ;n SMOOTH. DO NO FURROW. ' '" ' `' ''' ,.° �, FILLED CELL ° DRILL 3/4"x5"MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT xd GRADE SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: c� ° ► REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. n TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT a ° a 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ° 2 #5 REBAR. MIN. 3" I TOOL OOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE NTS �LOWER WEDGES FROM 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 7rEXISTING A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 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 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. >>1►1111/�� �QIN � ' �,� '� mot`' 44�•''' � • •�ry 1 Z ; 0 0� G A� s • � 4 AQ' �••. O 0 ,ES,, To the best of the Engineer's knowledge, information and belief, the structural plans and speciticadons contained within these drawings comply with the 2017 Florida Building Code - Residential Sth Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 CQ G N V pp J M M� N� W LL 404 fA LL� u U. _ ui rNi � w to C li tL a W Q(n9 Z z�— I mmo 2ET Z ILLLW tr 9 p O J N Q M z z W z N z M o � —1LLj OW G) N YZL/) c � ao5 Q sr W M M LA_ zc Q E E Z• oa Z E U t@ 'd aE U O i ao w ro N C C �x �f a z i z ii J � �� >Z � w W L 3 tZ 3 T g a a N U aLL � o� MI5 _ co R chi 3 .2 0 J W 0 U 00 'o 22 TT O ^C ^'' 0 Fa C7 CO t— cv CD0) _ d" .� N T— 2 CD � T T M L0 H o Z Z E B iu = a ci _j ¢ o JOB NO: 20-3571 SCALE : AS NOTED SHEET NO. SS