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1/2" DRYWALL DOOR JAMB REFER x4 1/2"DRYWALL 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 (UNACCEPTABLE , INSTALLTIONP.T. DOORJAMB (REFER TO PRODUCT TO PRODUCT TO PRODUCT APPROVAL FOR CON)ji MAX. 8" DO NOT DO THIS90 PROPER INSTALLATION ` ' 2"x BOT. PLATE W/ (2)10d @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR CONN. x4 X 4 #5 REBAR (TYP,) ` ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 3-1/4" LONG X 3/16"� FURR NG 3/16"0 X 3" LONG FURRING (2) ROWS 3/16" x 3-1/2FURRING 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 @ 16" O.C. & 4" 2X8 ITAPCON. INTO STAGGERED @ 16" (TYP,) 1x8 P.T. FROM EACH END w/MIN. 1X8 BLOCK@ SPACING „ O.C. 2-ROWS INTO 1 DETAIL 2" EDGE DIST. ATTACH PER MANUFACTURE MASONRY THROUGH �� 1x8 w/ 2 ROWS 8d NALS ��F I 1-1 /2 DETAIL () 3 DETAIL D. 90 HOOK (TYP.) STD. 90 ` /j 2x BAND JOIST W/ FACE NAIL 10d @ TOP & CHORD, AND 1 x4 P.T. & 1 x8 P.T. STAGGERED @ 12 O.C. FILL SOLID BOTH CELLS HOOK (TYP.) NAILS 1 O FACE NAILS 10d @TRUSS VERT. R WEB 3/16" x 3 -1/2" TAPCON @ 16" 1x4 P.T. DOOR JAMB (REFER METAL SEAT PLATE TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 l/2" DRYWALL EACH END W/ MIN TO PRODUCT4DI NOTE: LAP SHEATHING TO DOOR JAMB (REFER*2' TO PRODUCT GE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" BOTTOM OF BAND x 3-1/2" TAPCON @ 16" JOIST TYPICAL APPROVAL FOR CO(2) ROWS 3/16" x 3-1/2" 1x4 O.C. & 4" FROM EACH — -J TAPCON 16" O.C. & FURRING C°� END wl MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ +2ti I NOTC @FIRST COURSE ' - " SIMPSON HGAM10KTA @ 12" O.C. w/ (4)1/4xl 1/2" SDS SCREWS ..AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 I ` INTO BAND JOIST & (4)1/4'S2 3/4" TITEN 2x DETAIL 21 /4" DETAIL STAGGERED @ 12" 0' 3-1 /411 DETAIL NOTCH WEB AT THE ' 15A FIRST 2 COURSES ` INTO K.O. BLOCK BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION rHSCALE: FOR MISSING EMBEDDED STRAP N.T.S. SSRETROFIT 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 W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. _ 1610 # FOR 2 STRAPS ' FILL tst4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8" SOLID w�GRour 1 X 4 FURRING * SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS 1 PLY PRE-ENGINEERED TRUSS 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)1AN21/4" TITEN = 2150 #) 2 x 8 45' DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT 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 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 FURTHERINSTRUCT SCRIBE (NOTCH) FACE OF ARCH W/ (3)10d NAILS BACKSIDE TO FIT ARCH (4)10dNAILS INTO 2x8 AT EA. END RETROFIT TRUSS DETAIL OVERHAN •.. .,. ,•, ;. 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 PER WDW. INSTALLATION DETAILS OR THRU 2 X 4 #2 SYP SCAB TO SIDE OF -A PROVIDE TAPCON 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO Z-6" FOR OVERHANGS BETWEEN 3/4" TO 1110 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED) W/ (3) #6 X 4%," WOOD * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL NOTE: FOR OVERHANGS LESS THAN 3/4"- NO REPAIR REO'D. 4' MAX. RAD. ARCH DETAIL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ X 0� (2) 10d NAILS @ 8" O.C. FR TO TRUSS TOP CHORD NqN ..I MIN. 4" EMBEDMENT AT 16" O.C. + �F NC'Ty l r-Orr 51-011 SCALE: N.T.S. SS 12 + + PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + 09LfINISH 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 .) PER NAILING SCHEDULE ALL TO SUPPORT " MAX 2 �� 8„ TRUSS + SOFFIT + , , ° ° #5 BAR BLOCK HEADER/4 SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON + p 10„ ° ° ° ° CENTERED W/ BLKG. & BUCK 2X6 TO 2X4 H2.5A w/ (10) 2X4 SYP ° ° °D H IN TOP q 1 X 4 FURRING 8d NAILS EACH TRUSS ° KNOCKOUT / N 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d j CHAIR BLOCK NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE B PROVIDE (2) MIN. TAPCON AT EA. SIDE PROVIDE 2x CONT. W/ (3) CONNECTOR .� MONO FOOTING SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF 12d NAILS ° BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BYJ SEE LINTEL SCHED. AND SECTION DETAILS -I LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 - ° 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT CLEAN FILL ° ° z DIRT TO BE INSTALLED BUILT UP PLWD. BUCK - 4 -MAX SEE PLAN PRECAST LINTEL 9 " SCRIBE NOTCH BACKSIDE 7/16 OSB ARCH PANEL (NOTCH) 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION ° LSTANDARD #5 BAR IN 9� HOOK N 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) l0d 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. ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL K SECTION ENTRY L @ SECTION ROOF EXTENSION M STEMWALL FOOTING SIZE AND _ B B N.T.S. MONO TO STEMWALL FOOTING REINF. PERLAN AND STEMWALL SCALE: SS SCALE: 314" =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 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 R� 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 5l8" DIA. ALL THREAD ROD >' #5x6' EMBEDDED INTO EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. HE SAME SPACING (T REINFORCING TOP WITH MIN. 3" EPDXIED w/ SIMPSON "SET" � O SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER COVER g�_p" 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 LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° 0 v NON SHRINK GROUT. THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL p' o LU _ A REINFORCING AS FOLLOWS: -U a 1 SEALANT PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. : o , e • g H g PRESS PANEL REINFORCING INTO PLACE. v z #5x6' EMBEDDED INTO 6" MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL o' P EXISTING FOOTING 2 #5x6 IN CONC. a () SMOOTH. DO NO FURROW. ° o ° N FILLED CELL F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE ► `. DRILL 3/4"x5"MIN. HOLE SET BAR IN EPDXY• FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP e. p e ` G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: M ° .p REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. z r g . H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS to: 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 \ t 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 SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING A 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 APPL.ICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAYBE 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. 0 0 0 O W •\o VSE tv _ �.•� �� 40 O F E S S I Oa,\��\\ r� �fNftIllIIII10 \ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 8th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. � !- pp a�t8 NNa! O V Lo C J 00 r C1 LL co')N to fA • f J-0 LL J a �LL N LL a 0 vi M W rn N C LLL 4. d 0 Z �� o Ix m° W pw t,� �2 "f" ILU NQM0 Q0 t— 00013 W z z g M d 13 U) N ) N �-J 'Zn _v V- C CD � o U a O _IF w N c _ U a 120 0 _ U Q _ • S� w O z. 1-2. 2 g Z}p� aA zQ Q2 0 cc (6o ~ wj xU oa IS-0 Z 0 C N as ~O � O K tt Z. N <z a =y w� 10 �z Z J� �p f n g0_ O U W ita 43 �M 0 = CC to Al W �o .� 00 L0 CL c (0 ^, m . � J 04 O r LO I 00 IC) N 04 C)oo T- E M Z Z E 0 E In m a. U Q p JOB NO: 20-1786 SCALE : AS NOTED SHEET NO. ��