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_ — Ll P i i I L11 L_ I I 1 I I I I I I 11 —_L- I' 1 L —1 1 U_ Z. 1/2" DRYWALL 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFERr �♦ UNACCEPTABLE INS1'ALLTION DOOR JAMB (REFER TO PRODUCT P.T. TO PRODUCT TO PRODUCT MAX. 8° •� PROPER INSTALLATION ♦♦ DO NOT DO THIS ♦• 2"x BOT. PLATE W/ (2) 10d @ 6" O.C.. APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CON 1x4 1 X 4 1x4 P.T. ♦ • �1 ♦♦ #5 REBAR (TYP,) ♦♦ ♦♦ 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" 3/16" 0 X 3" LONG FURRING FURRING D 2 ROWS 3/16" x 3-1/2' 3-1/4" LONG X 3/16"� FURRING TAPCONS ( ) #5 REBAR ♦• ♦ ♦ AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCON @ 16" O.C. &(TYPSTAGGERED @ 16" 1x8 P.T. FROM EACH END w/M. BLOCK@ SPACING �� O.C. 2-ROWS INTO PER MANUFACTURE 1 DETAIL 2" EDGE DIST. ATTACH MASONRY THROUGH ♦ �S�D. 90° HOOK (TYP.) JOIST 2x BAND JOIST W/ FACE NAIL 10d P.T. 1-1/211 DETAIL 1x8w/(2)ROWS8dNALS 3" DETAIL STD.90^ ♦♦ ♦� TOP & CHORD AND 8 �° ( ) 1 x4 P.T. & 1x8 STAGGERED @ 12" O.C. FILL SOLID HOOK (TYP.) ♦♦♦ .♦• BOTH CELLS F FACE NAILS 10d @ TRUSS VERT. K WEB 3/16" x 3 -1/2" DOOR JAMB REFER1 TAPCON @ 16" 1x4 P.T. ( TO PRODUCT LJIL. O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALLNOTE: EACH END W/ MIN TO PRODUCT APPROVAL FOR CONN. 1x4 LAP SHEATHING TO DOOR JAMB (REFER TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" x 3-1/2" TAPCON @ 16" ♦♦• ♦♦♦ BOTTOM 0 F BAND CAL APPROVAL FOR CONN. rr 1x4 (2) ROWS 3/16' x 3-1/2 O.C. & 4" FROM EACH ♦♦ FURRING TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. a ♦ ♦ TC FIRST COURSE @ SIMPSON HGAMIOKTA @ 12" O.C. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ •• -t2rr � ♦♦ w/ (4) 1/4x1 112" SDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 ♦• ♦♦♦ L INTO BAND JOIST & (4) 1/4"x2 3/4" 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O.c. 3-1 /4" DETAIL NOTCH WEB AT THE ♦.• TITEN INTO K.O. BLOCK ±5" FIRST 2 COURSES ♦♦♦. ♦♦♦• BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC CELL PER FOUNDATIONFILLED 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 3 1/4" TAPCON (1 1/4" MIN. A -A = 1610 # FOR 2 STRAPS FILL 1st 4 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 31/4" TAPCONS PRE-ENG TRUSS DESIGN BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4) 1/4"x1 1/2" SDS SEE NOTE 1 BELOW 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 #) 2x SUB FASCIA 2 x 8 45' DIAGONAL (4) 10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE ALUM DRIP EDGE 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 I I BRIG WALL TYPE ALUM FASCIA FOR OVERHANGS BETWEEN OVER 1 112" 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. T—' I PER PLAN I I 1-3/4" TRIM PAINTED CONTACT ENGINEER I RECORD FOR FURTHER INSTRUCTIONS. ' � ; • ' ' SCRIBE (NOTCH) BACKSIDE TO FIT ARCH FACE OF ARCH W/ (3) lOd NAILS (4) 10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL I I F CHANNEL, SS NAIL w/ 5/16" HEAD I DIA. @ 24 O.C. OVERHAN , ... , ' CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. FASTENED PER NOTE 2 BELOW—k—L 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 KING NAILED TOP 4 RETROFIT WALL OVERHANG DETAIL NTS INTO ARCH BLKG. PER 4 MIN. OF BRACE BLOCKING w/ 2-12d NAILS (*O CHORDCEV EVERY OTHER TRUO SS 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 314" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH START OF ARC IF TRUSSES USED) W/ (3) #6 X 4h WOOD 1 G. BUILDERT VERIFY/PROVIDESOFFIT NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 4' MAX. RAD. SCREWS 16' O.C. MAX. OR IF MASONRY WALL @ USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ THE NGSED DESIPRESSURES M COMPONENTS AND CLADDING DETAIL JJ MIN. 4" EMBEDMENT AT 16" O.C. LISTED IN THE DESIGN CRITERIA ON SHEET SIN.ARCH 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL 1'-0" 5'-0" 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"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND INISH FLO 2 WITH x 8 BUCK -CONNECT TO BLOCK SECTION 1/4" x 31/4" TAPCON (1 1/4" MIN. ROOF SHEATHING ATTACHED / PATTERNI - SUB FASCIA w/ 16 GA. 3/4"xl/4" CROWN STAPLE @ EACH GROOVE • ,op B-B EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL - - - - • ° : • ' : /4" MAX 2'-0 $ STRUCTURAL SOFFIT ,, a P :. #5 BAR >� e 1'0' • CENTERED W/ BLOCK HEADER - SOLID BLKG. AT TOP BTWN. ARCH (5} 12d NAILS SIMPSON i SF01 p. H ` • IN TOP 1 X 4 FURRING BLKG. &BUCK H2.5Aw/ 10 2X6 TO 2X4 ( ) SCALE: 3/4" = V-0" ('*) FOR ALUMINUM SOFFITS WITH SPANS ► • 0 KNOCKOUT / N 8d NAILS > REV. 09.23.2021 V-4", INSTALL MID SPAN BLOCKING PER •0 - 8d NAILS @ 8" O.C. AT BUCK THE SOFFIT FL PA INSTALLATION CRITERIA :e ° CHAIR BLOCK 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END _ PROVIDE 2x *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* MONO FOOTING PROVIDE 2 x 8 DIAG. BRACE B VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" PROVIDE (2) MIN. TAPCON AT EA. SIDE BUCK - (1) WITHIN 4" CONT. W/ (3) 12d NAILS JACK TRUSS PROVIDED BY •°, s' ° SIZE AND REINF. PER PLAN AND SECTION DETAILS LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 `• • ° 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 6 z TO BE INSTALLED 4'-0" MAXSEE PLAN TRUSS AS SHOWN FOR O.H. UP TO 2 -6" 2X OV BUILT UP PLWD. BUCK - F ` DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. RNq ° STANDARD o N SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH + G + + �FNGT (2) 10d NAILS @ 8" O.C. H 0 HOOK go. #5 BAR IN TO FIT ARCH CONNECT W/ START OF ARC NOTE: IF TRUSSES USED) W/ (2) #6 X 4Y�' 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 + + . _, V .,�. ., % J • ., V : Vol, BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL GABLE ONLY, CORNERS WALL USE (2)1/4" X 3 1/2" TAPCONS AT 16" + PLYWOOD SHEATHING 1. •: INSTALL WDW, SCREW _ THRU OSB INTO 2 x 8 SHALL NOT BE FRAMED AS O.C. + •, •• J , •• •• , • •� •• • • •, • , ✓ •• ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL KK DESIGNED ONLY FOR THE SECTION @ENTRY L + + BLOCKING AS STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL _ B B INSTALLATION OF SHINGLE TRUSS + REQUIRED TO MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" = 1'-0" AND METAL ROOF FINISH SS + SUPPORT SOFFIT SECTION DETAILS + 2X4 SYP . ■ . SCALE: 3/4" = V-0" EACH TRUSS 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 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 EXTENDS TO SILL. SEE LINTEL 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 J 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 j A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL N SEE ELEVATION 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 MAYBE 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") } #5x6' EMBEDDED INTO EXISTING BOND BEAM 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 EXTENSIONrM z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL WITH MIN. 3"COVER 6'-0" - SCALE: 3/4" -1'-0" S 0 (EVERY OTHER ¢ FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LL "� NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° p 2 SEE SHEET D2 AND SIMPSON HTT4 w/ (18)10d x 1 THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL ° , w __j A REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT �_T— —I I = r T FLOOR PLAN FOR 1/2" NAILS TO STUDS & (1) - MORE INFO a " a g 1 5/8" DIA. ALL THREAD ROD ~ #5x6' EMBEDDED INTO * PRESS PANEL REINFORCING INTO PLACE. ;: * 6" MIN. LAP SPLICE W/ ° ° I I EPDXIED w/ SIMPSON "SET" i. EPDXY MIN. 6 EMBEDMENT & g EXISTING FOOTING (2) #5x6' IN CONC. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL _ ° _I TI� ¢ _ cn FILLED CELL SMOOTH. DO NO FURROW. ';, / ° n = 3" MIN. EDGE DISTANCE `" DRILL 3LE MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT ' FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP JJ� GRADE o p . n - __ IN . _ SET BARR IN EPDXY O G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: ° M tr REMAIN FREE OF MORTAR. z . 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 ° ° ell 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, ;;;o 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" = V-0" RETROFIT FOR MISSING 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" N r;V N cc c� -u C-D cc Ewa Co P w w, 7• r, fl- N c g, o_ v ,q. N .� C �:- 1 y 4 �rYC ^v� W C " r ` •'•r�, 10,, ...... 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. E Cj CM 0� V COm o% o 10 N Q C J Z L- W J U_ I a a Zm e cr' �a4 Y 5 E (0 N tD ° W O 602 0 Z m Z N Ou U v W ❑ ❑ N M o' 0 9 C3 � o r� V O N �N m f6r- U o O co Ci g � 5Y Z C L_ aE io � GLL <� C C Z® F— 6 � Z o " M $z ao g w d C ¢ m� U z ZF U) Q1° 'aw �w J� �o O CID a� 2O .s = a Ln O �o 0 L �• O T_ m LN O � M N O o L0 m Z Z E O U a JOB NO: 22-08303 SCALE : AS NOTED SHEET NO. SS