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3 a to tl') u7 v o- N 0 0 0 J 00 N a I x rr a co M M L0 L cn 00 0 J 00 N O Ln v 0 3 a N a E O v c c J N cL U 0 U y a U i z to I Y O O 0 J Ez N N :3 0 0 a N M 0 0 r.,.r m 0 lx4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 112" DRYWALL INSTALLTION MAX.MAx. g , DOORJAMB (REFER TO PRODUCTNACCEPTABLE TO PRODUCT P.T. TO PRODUCT PROPER INSTALLATION ♦ DO NOT DO THIS ' 2"x BOT. PLATE W/ (2)1Od @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. 1 X 4 '" j r 1 x4 �C 1x4 P.T. � /AND FURRING #5 REBAR (TYP,) ♦ 3/4" PLYWOOD DECKING GLUED @ IDGES ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" 3/16 0 X 3' LONG 2 ROWS 3/i6" x 3-1/2" 3-1/4" LONG X 3/16"� / FURRING � �j FURRING O #5 REBAR ♦ ' % 6" O.C. AND 10MOONFIELD O.C., 2 ROWS STAGGERED i, TAPCONS (TYP,) TAPCON. INTO TAPCON @ 16 O.C. & 4 2X8 STAGGERED @ 16 E`IX8 ♦ ' BLOCK@ SPACING 1x8 P.T. FROM EACH END w/ MIN. 1" DETAIL O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH n 1-1/2" DETAIL 1x8 w/ (2) ROWS 8d NALS 3�� DETAIL TD. 90° HOOK (TYP.) STD. 90^ ♦ /j @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. FILL SOLID BOTH CELLS HOOK (TYR) FACE NAILS 1 Od @ TRUSS VERT. WEB 3/16" x 3 -1/2" DOOR JAMB (REFER 1x4 P.T. METAL SEAT PLATE TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL APPROVAL FOR CONN. 1x4 / — ! i U NOTE: LAP SHEATHING TO EACH END W/ MIN TO PRODUCT / %�% DOOR JAMB (REFER TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. / /j / 2x8 P.T. w/ (2) ROWS 3/16' 3-1/2" TAPCON @ 16" ' ` BOTTOM OF BAND JOIST TYPICAL APPROVAL FOR CONN. /r / 2 ROWS 3116" x 3-1/2" % �� 1x4 O O.C. & 4" FROM EACH FURRINTAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. i 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ ' +2., NOTG @ FIRST COURSE SIMPSON 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)1/4"x2 3/4" K.O. 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" 0' 3-1 /4" DETAIL NOTCH WEB AT THE ' FIRST 2 COURSES ♦ � TITEN INTO BLOCK +5A i— BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FounloaTONP AN 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 A -A UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. = 1610 #FOR 2 STRAPS FILL 1st4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8" SOLID W/GROUT 1 PLY PRE-ENGINEERED TRUSS SEE ARCH PLAN AND 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 3 1/4" TAPCONS PRE-ENG TRUSS DESIGN BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4) 1/4"1 1/2" SDS SEE NOTE 1 BELOW 01 1J2" 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"x21/4" TITEN = 2150 #) 2x SUB FASCIA ' 2 x 8 45^ DIAGONAL (4)10d NAILS INTO LEAVE A CUTOUT IN O.S.B. ON THE "' ALUM DRIP EDGE •• BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION a 7/16" OSB CUT HOLE IN O.S.B. FOR TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM BRG WALL TYPE ALUM FASCIA FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR BUILT UP PLWD. BUCK ARCH PANEL POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. PER PLAN I I 1-3/4" TRIM PAINTED FURTHER INSTRUCTIONS. SCRIBE (NOTCH) BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 FACE OFARCH W/ (3)10d NAILS AT EA. END RETROFIT TRUSS DETAIL F CHANNEL SS NAIL w/ 5/16" HEAD DIA. @ 24" O.C. OVERHAN •�. CONNECT W/ 8d NAILS BRACE/ BLKG.A. FASTENED PER N.T.S. NOTE 2 BELOW CONT VENTED OR SOLID SOFFIT .. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHOR ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN CONT 2x4 NAILED TO 2x BLOCKING NAILED TO TOP RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4"MIN. OF BRACE BLOCKING w/ 2-12d NAILS ( ) CHORD EVERY OTHER TRUSS INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH w/ 3-12d NAILS, TYP. (**) FOR OVERHANGS BETWEEN 3/4" TO 1 112" 1-112" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH START OF ARC IF TRUSSES USED 3 'Y2" WOOD ) W/ O #6 X 4 NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING ARCH DETAIL 4' MAX. RAD. USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ , LISTED IN THE DESIGN CRITERIA ON SHEET SN. MIN. 4" EMBEDMENT AT 16" O.C. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL rr r rr -Q 5 -Q SCALE: N.T.S. SS 12 JACK TRUSS PROVIDED BY SEE PRODUCT APPROVAL) F CHANNEL FASTENED TO: TRUSS COMPANY OR - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT PLAN 2x6 #2 SYP @ 24" O.C. - WOOD w/ (3) 16 GA. 3/4"xl/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 31/4" TAPCON (1 114" MIN. ROOF SHEATHING ATTACHED /A/ PATTERN - SUB FASCIA w/ 16 GA. 3/4"x1l4" CROWN STAPLE @EACH GROOVE°/4" B_B MAX EMBEDMENT INTO K.) PER NAILING SCHEDULE e ° "•• #5 BAR 2'-0" 8 SIMPSON STRUCTURAL SOFFIT gyp' 10 °L., • D. e ° CENTERED W/ BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5) 12d NAILS S FO 4 : e' 9 IN TOP BLKG. & BUCK 2X6 TO 2X4 H2.5A w/ (10) SCALE: 3/4" = V-0" ** FOR ALUMINUM SOFFITS WITH SPANS > e ' o 1 X 4 FURRING 8d NAILS >) REV. 09.23.2021 1 -4' , INSTALL MID SPAN BLOCKING PER •d •• • > KNOCKOUT / c� THE SOFFIT FL PA INSTALLATION CRITERIA e ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END PROVIDE 2x *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* I MONO FOOTING I PROVIDE 2 x 8 DIAG. BRACE BT PROVIDE 2 MI O N CONT. W/ (3) , .•>e SIZE AND REINF. PER PLAN A ° VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS AND SECTION DETAILS -i ! l BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY 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. 2 X 4 #2 SYP SCAB TO SIDE OF DIRT li z TO BE INSTALLED 4'-0" MAX SEE PLAN TRUSS AS SHOWN FOR O.H. UP TO 2'-6" 2XOI/E eLgSTANDAR D"N BUILT UP PLWD: BUCK - RHq *DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. HOOK ' SCRIBE (NOTCH) BACKSIDE 7/16OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH + + G�Fl1/GT (2)10d NAILS @ 8" O.C. y #5 BAR IN TO FIT ARCH CONNECT W/ START OF ARC NOTE: IF TRUSSES USED) W/ (2) #6 X 4'Y? WOOD + TO TRUSS TOP CHORD FILLED CELL �., 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4' MAX. RAD. SHED ROOF ENDS TO BE SCREWS @ 16" O.C. MAX. OR IF MASONRY + + .: ., . b. , _ ., BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL GABLE ONLY, CORNERS WALL USE (2)114" X 31/2" TAPCONS AT 16" + + PLYWOOD SHEATHING INSTALL WDW, SCREW THRU OSB INTO. 2 x 8 SHALL NOT BE FRAMED AS O.C. + r . .. .- . .. ANCHOR INTO ARCH BLKG. + STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS ARCH DETAIL K B-B DESIGNED ONLY FOR THE SECTION @ ENTRY L BLOCKING AS REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS INSTALLATION OF SHINGLE SCALE: 3/4" = 1'-0" SS TRUSS + REQUIRED TO + ' MONO TO STEMWALL FOOTING SECTION DETAILS AND METAL ROOF FINISH + SUPPORT SOFFIT 2X4 SYP . e SCALE: 3/4" = V-0" EACH TRUSS GLASS BLOCK INSTALLATION NOTES s 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 �' CONNECTOR �� 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 SEE LINTEL EXTENDS TO SILL, EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR SCHED. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL ENTER SO IT DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP PRECAST LINTEL A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL SEE ELEVATION Sir TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR 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 FOR OVER HANG COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (MAX. 4'-0") E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) #5 CONT. TOP &MID OCCURS SECTION @ ROOF EXTENSION M } z #5x6' EMBEDDED INTO EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING WITH MIN. 3" COVER 6'-0" SCALE: 3/4" = V-0" o) SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER SS FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS. RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP � W NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE e. o U SEE SHEET D2 AND SIMPSON HTT4 w/ (18) 10d x 1 THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL e X ♦-� , *-�--c—� ° ° W -j U REINFORCING AS FOLLOWS: * SEALANT NOT _ T FLOOR PLAN FOR 1/2" NAILS TO STUDS & (1) - MORE INFO " Q 1 PLACE LOWER HALF OF MORTAR IN BED JOINT. DO FURROW. I ►- 5J8 DIA. ALL THREAD ROD I- J #5x6' EMBEDDED INTO *�--� INTO PLA E. - AN REINFORCING C PRESS PANEL 6 MIN. LAP SPLICE W/ ` — D — EP XIED wJ SIMPSON ET' a 0 SO S " U z EXISTING FOOTING (2) #5x6 IN CONC. * COVER PANE REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL L - REINFORCING PANEL — Ti��l— r �T—I EPDXY MIN. EMBEDMENT 6& � FILLED CELL SMOOTH. DO NO FURROW. n o I a — — - I III—� 3 MIN. EDGE DISTANCE cv DRILL x5" /4 IN. HOLE 3 M F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING. PANEL REINFORCING - DO NOT GRADE o. ' o , i r— SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6"' IN. LAP .p . G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: C14 M REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r • 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 \ ° (2) #5 REBAR: (1-STORY) 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. (1-STORY) (3) #5 REBAR. (2-STORY) A SECTION I) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. I 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION \� 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. REV. 07.28.21 SCALE: 3/4" =1'-0" RETROFIT FOR MISSING ,a FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR MSTAM STRAP SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. SCALE: 3/4" = V-0" s h- n , c� I Lt- `C.- O ra >'0 rr, tlP Cl) 1 = u tU C . N CV O N M O o .5 A� l 1 * ., s; To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LID F o E � r- 0 0n co r at LL L NJ IN-r ° mo 0w° Qci ci v a Y 3 u_ a 0 Z r m E N co O W 8g�� ¢0 m¢ w a Z N MZ rYL O . L ZOU v�cVi� W ❑ ❑ ❑ 2 N O o � o Q N — N M N z � o +-J [D U O Lu $Ava N N �U') U S.S_I J }— E 2 8 I lf.. `r o S m o w M zo� z U_ '_ E z¢ w� o s Z< o :Z O U ao z® w¢ (Q f — 2 U as U o U o� O E cN z ¢o <z az lxw i Cn C _ y U .2 mo o' z -' <� az �z cntll u o< 5o Q wLL �z T, U < o a �3 00 ao �U V' zl�a •'i 0 2 O = LO m L O O CO C U U) m m Q N N CN N C� c� I.i) M Q M r 0 2 o Z m z N E Occ a E 0 U Q p c JOB NO: 22-02388 SCALE : AS NOTED SHEET NO. SS