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ts 4 1/2" DRYWALL ix4 1/2" DRYWALL DOOR JAMB (REFER 1x4 r1/2" DRYWALL DOOR JAMB (REFER114"27X8 UNACCEPTABLE INSTALLTION � DOORJAMB (REFER �_ TO PRODUCT TO PRODUCT P.T. TO PRODUCT APPROVAL FOR MAX 8„ PROPER INSTALLATION ♦ DO NOT DO THIS 2"x BOT, PLATE W/ (2) 10d @ V O.C. APPROVAL FOR CONN. CON APPROVAL FOR CONN. % ; 1 X4 #5 REBAR (TYP,) 3/4"PLYWOOD DECKING GLUED//.�1x4 ATTACHED WALL SHEATHING TO P.T. ; i/1x4 FURRING ' 3/16"� X 3" LONG FURRING LONG X 3/16"� �! FURRING � (2) ROWS 3116„ x 3-1/2 #5 REBAR3-1/4" ♦ AND NAILED W/ 8d COMMON @ 6"O.C. EDGES AND 12" O.C. FIELDO.C., 2X BOTTOM PLATE W/ 8d @ 4" 2 ROWS STAGGERED TAPCONS TAPCON. INTO TAPCON @ 16 O.C. &STAGGERED @ 16" (�'P) ♦ '� 1x8 P.T. FROM EACH END w/ M BLOCK@ SPACING �� O.C. 2-ROWS INTO PER MANUFACTURE 1 DETAIL 2" EDGE DIST. ATTACH D. 90 HOOK (TYP.) 2x BAND JOIST W! FACE NAIL 10d MASONRY THROUGH 1-1 /2" DETAIL 1x8 w/ (2) ROWS 8d NAILS �� 3 DETAI L STD. 90^ ` /� @TOP & BTTM CHORD, AND (8) 1x4 P.T. & ix$ P.T. STAGGERED @ 12" O.C. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. TO PRODUCT JL METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. ix4 1!2" DRYWALL 1/, V DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT ; 1171 LAP SHEATHING TO BOTTOM OF BAND 2" EDGE DIST. APPROVAL FOR CONN. % 2x8 P.T. w/ (2) ROWS 3/16" TO PRODUCT j APPROVAL FOR CONN. //, x 3-1/2 TAPCON @ 16 ix4 JOIST TYPICAL / .% �'%�� (2) ROWS 3116" x 3-1/2" =� O.C. & 4 FROM EACH FURRIN TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. L NOTC @FIRST COURSE SIMPSON HGAM1OKTA @ 12" O.C. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ ' ±2• _ 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" TITEN INTO K.O. BLOCK 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" o.c. 3.1 /4" DETAIL NOTCH WEB AT THE ±5" FIRST 2 COURSES BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PER FOUNDATION 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 W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A _ 1610 #FOR 2 STRAPS FILL 1st4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX00 2'-0" $" SOLID W/GROUT r ,r 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 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)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 * 7/16" OSB TO BE INSTALLED CUT HOLE IN O.S.B. FOR BOND BEAM OR CAST IN PLACE BEAM BRG WALL TYPE --� ALUM FASCIA FOR OVERHANGS BETWEEN OVER 1 112" .' 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 OF ARCH W/ (3)10d NAILS AT EA. END RETROFIT TRUSS DETAIL F CHANNEL, SS NAIL w/ 5/16" HEAD DIA. @ 24 O.C. •:. • . OVERRAN �' :..,. CONNECT W/ 8d NAILS BRACE/ BLKG. FASTENED PER N.T.S. NOTE 2 BELOW CONT VENTED OR SOLID SOFFIT L 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ANCHO ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x WITHIN INSTALL DBL 8 PROVIDE TAPCONMIN. CONT 2X4AILED — TOP2x NAILEDOTR RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH GC PER 4 OF BRACE BRACE BLOCKING w/ 2-12d NAILS (*O CHO DCKING EV EVERY OTHER 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 3/4" 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 4%' WOOD 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 . . 4' MAXRAD ARCH DETAIL J 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 r j -Qu 511 r_ 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 OlLf INtSH FLO 2 x 8 BUCK - CONNECT TO BLOCK " SECTION WITH 1/4 x 3 1/4TAPCON (1 1/4 MIN. ROOF SHEATHING ATTACHED i PATTERN - SUB FASCIA w/ 16 GA. 3/4"xl/4" CROWN STAPLE EACH GROOVE @ •: ► '.� • ' ' 4 B_B /4" MAX EMBEDMENT INTO .) " PER NAILING SCHEDULE ALL ► ° • >... ; ... BAR 2 -0 8 SIMPSON STRUCTURAL SOFFIT ► L:::#5 '; ' 1-0° • .' p. ► * CENTERED W/ g BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SF01 ` ; ' ► IN TOP BLKG. &BUCK 2X6 TO 2X4 H2.5Aw/ (10 ) SCALE: 3/4" = 1'-0" (**) FOR ALUMINUM SOFFITS WITH SPANS • ► • • • • •' o 1 X 4 FURRING 8d NAILS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER ► .0.. KNOCKOUT / N THE SOFFIT FL PA INSTALLATION CRITERIA - - --_ --- ; • CHAIR BLOCK 8d NAILS @ 8"O.C. AT BUCK 2 x 8 VERT. W/ 2 O 10d NAILS AT EA. END PROVIDE 2x *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* d MONO FOOTING . PROVIDE 2 x 8 DIAG. BRACE B PROVIDE 2 MIN. O TAPCON AT EA. SIDE CONT. W/ (3) • •► '•'•• SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" 12d NAILS JACK TRUSS PROVIDED BY 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 Z TO BE INSTALLED 00, ' MAXE PLAN TRUSS AS SHOWN FOR O.H. UP TO 2'-6" ?X OBE 2 • STANDARD BUILT UP PLWD. BUCK - Ryq *DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. •: o i 9� HOOK SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH + a 4 + + /VGT (2)10d NAILS @ 8" O.C. H #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 + + .: •. . ., . ., . s It.• BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL INSTALL WDW, SCREW GABLE ONLY, CORNERS WALL USE (2) 1/4' X 31/2" TAPCONS AT 16" + + PLYWOOD SHEATHING � � � � � � •r • •� • �' • •' • •r • THRU OSB INTO 2 x 8 SHALL NOT BE FRAMED AS O.C. + ANCHOR INTO ARCH BLKG. HIP. + STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS 13-13 ARCH DETAIL �( DESIGNED ONLY FOR THE SECTION @ENTRY L BLOCKING AS REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS INSTALLATION OF SHINGLE SCALE: 3/4" = V-0" SS TRUSS + + REQUIRED TO SUPPORT SOFFIT MONO TO STEMWALL FOOTING SECTION DETAILS AND METAL ROOF FINISH + 2X4 SYP SCALE: 3/4" =1'-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 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"4" 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 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") } #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 WITH MIN. 3" COVER 6�-0• SCALE: 3/4" =1'-0" 0 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 ° 0 c� A SEE SHEET D2 AND THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL ° x , ° ° SIMPSON HTT4 w/ (18)10d x 1 LU U co REINFORCING AS FOLLOWS: FLOOR PLAN FOR * HALF F MORTAR IN BED JOINT. DO NOT FURROW. SEALANT PLACE LOWER 0 MO B r ;: `::`:'.`: ` "' ` ' ' o e p 1/2" NAILS TO STUDS & (1) - MORE INFO 5/8 DIA. ALL THREAD ROD a g * PRESS PANEL REINFORCING INTO PLACE. 6 MIN. LAP SPLICE W/ A . o _ EPDXIED w/ SIMPSON "SET' a � #5x6' EMBEDDED INTO � ? , g EXISTING FOOTING (2) #5x6 IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL ;''" ` '. ' € „ `` REINFORCING PANEL — EPDXY MIN. 6 EMBEDMENT & ¢ , cn N FILLED CELL •' SMOOTH. DO NO FURROW. '; '':; : • _ ° 3" MIN. EDGE DISTANCE DRILL 3R MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE o. n IN SET BAR IN EPDXY :..; FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6 MIN. LAP p . G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE N ° •p REMAIN FREE OF MORTAR. NOTE: `' z \ H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT , ° 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 1) 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. 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" = V-0" RETROFIT FOR MISSING `a Ile 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" c t:V 0 � W N cz ati o «S a - CIO C6 c to d o `do c cc T o` A O- v O .'N .,... - U Cv ° s L�� To the hest of the Engineers knowledge, Information and belief, the structural plans and specifications contained within tlhese 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. 9) H Q S 8 N 49 " 6s N Lo M v '6 'u 14 C -8,W LL 13 � LL LL o 0 V W z m�� o L ? O W ��rn M LU CLZ � NZdk z N O U 00 W 13 E3 0 J a N M Ln 0_ LL v CA �O c S N rn U � LU Q p�p 0 N CD V W LL E os =o Lc.L O ` rO X {- U W O gz Z N E �< P ao wz a.� - C o aY$ �a Z�c Ca JfZ N 3 a 0 LL 50 NW W V �o �G eY rw zIa �r v 3 1O J Lo L0 Ltd ^ H N j Y Y O m to Ln t--- v N CD 1 (f i Ln L0 m E N z cc �-- E ui = a 0 � JOB NO: 22-06465 SCALE : AS NOTED SHEET NO. SS