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1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 ( UNACCEPTABLE WSTALLTION DOOR JAMB (REFER TO PRODUCT P.T. TO PRODUCT TO PRODUCT PROPER INSTALLATION MAX. 8" ♦♦ DO NOT DO THIS �� ♦ ♦ 2"x BOT. PLATE W/ (2) 1Old @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR CONN. ,'' ' /, ` APPROVAL FOR CONN. / 1x4 1 X 4 ♦ ♦® #5 REBAR (TYP) �. 3/4" PLYWOOD DECKING GLUED r, ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d 4" @ 1x4 P.T. 3/16" 0 X 3" LONG 2 ROWS 3/16" x 3-1/2" FURRING 3-1/4" LONG X 3/16" 0 FURRING / / FURRING O #5 REBAR ♦♦® ®®® AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED TAPCONS(TYP,) TAPCON 16" O.C. & 4"LL,,2X8 ♦♦♦ TAPCON. INTO @ STAGGERED @ 16" BLOCK@ SPACING 1x8 P.T. FROM EACH END w/ MIN. 1X8 1 t� DETAIL O.C. 2-ROWS INTO Z" EDGE DIST. ATTACH ��• 2x BAND JOIST W/ FACE NAIL 1 Od PER MANUFACTURE MASONRY THROUGH ►r 1x8 w/ 2 ROWS 8d NAILS �� �-�12 DETAIL O 3 DETAIL ♦ *TD. 90° HOOK (TYP.) STD. 90^ ♦♦--'�►� @TOP & BTTM CHORD, AND (8) 1x4P.T.&1x8P.T. STAGGERED @ 12 O.C. FILL SOLID ♦ ® BOTH CELLS HOOK (TYP.) ♦® ®� F FACE NAILS10d@TRUS3VERT. WEB DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. TO PRODUCT j = / METAL SEAT PLATE O.C. 4" FROM DOOR JAMB (REFER / & APPROVAL FOR CONN. 1x4 1/2" DRYWALL TO PRODUCT LAP SHEATHING TO DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT 2" EDGE DIST, APPROVAL FOR CONN, /%/ 2x8 P.T. w/ (2) ROWS 3/16" ®.1 ♦♦® BAND BOOTSTOM OF CAL -1/2" TAPCON @ 16" x 3 1x4 ♦ .. APPROVAL FOR CONN. / , / (2) ROWS 3/16 x 3-1/2 O.C. & 4" FROM EACH TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRINGNo' SIMPSON HGAM10KTA 12" O.C. END H B @FIRST COURSE @ / 4" FROM EACH w/ 2x8 P.T. ATTACH SECOND PLY w/ �� - ♦ w/ (4)1/4x1 1l2"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" 2x DETAIL 2 1/4° DETAIL STAGGERED @ 12" O.C. 3-1/411 DETAIL NOTCH WEB AT THE .�♦ FIRST 2 COURSES TITEN INTO K.O. BLOCK ±rJn ♦♦♦. ..�. -- 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. SEE TYP. 2-STORY WALL SECTION FOR ADDL. �S SCALE. N.T.S. SS INFO SCALE: N.T.S. 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" MAX SOLID WiGROUT 2'-0" 8" )T2- 1 PLY PRE-ENGINEERED TRUSS SEE ARCH PLAN AND 1 X 4 FURRING - BLKG. AT TOP BTWN. 1/4" x 3 1/4" TAPCONS PRE-ENG TRUSS DESIGN BLOCK HEADER ARCH BLKG. &BUCK SIMPSON HM9KT w/ (4)114"xl 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"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 ALUM FASCIA BRG WALL TYPE -�--- FOR OVERHANGS BETWEEN OVER 1 1!2" 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. PER PLAN 1 I 1-3/4" TRIM PAINTED CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. ' " a~ '. •• ' SCRIBE (NOTCH) BACKSIDE TO FIT ARCH FACE OF ARCH W/ (3)1Od NAILS 2x8 AT EA. END RETROFIT TRUSS DETAIL I I F CHANNEL, SS NAIL w/ 5/16 HEAD DIA. @ 24 O.C. OVERRAN •.. •. •� CONNECTW/8d NAILS BRACE/BLKG. N.T.S. _ FASTENED PER 1 NOTE 2 BELOW—(—N—L CONT VENTED OR SOLID SOFFIT ;<'. ". x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHOR\_2CONT ARCH FACES W (4)1Od NAILS THRU OSB INTO 2 x 8 PROVIDE WITHIN 2x4 NAILED TO 2x BLOCKING NAILED TO TOP RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER BRACEAPCON 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 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 4Y2' WOOD ) O NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'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' MAX. RAD. ARCH DETAIL J USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ � LISTED IN THE DESIGN CRITERIA ON SHEET SIN. MIN, 4" EMBEDMENT AT 16" O.C. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL r 1Ir n -O 5 -Ou 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 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. ROOF SHEATHING ATTACHED i PATTERNOlLf SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE EACH GROOVE - @ , ° ' yD B_B 1/4" MAX EMBEDMENT INTO K.) 2'-0" 8 PER NAILING SCHEDULE ALL s ° �•• #5 BAR '; SIMPSON STRUCTURAL SOFFIT CENTERED W/ n BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SF01 . 9 K ' °b IN TOP 1 X 4 FURRING BLKG. &BUCK H2.5Aw/ 10 2X6 TO 2X4 ( ) SCALE: 3/4" = 1'-0" (**) FOR ALUMINUM SOFFITS WITH SPANS ► ° • •' 9 KNOCKOUT/ N 8d NAILS REV. 09.23.2021 > 114", INSTALL MID SPAN BLOCKING PER _ s •d . THE SOFFIT FL PA INSTALLATION CRITERIA _ ; ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. WI (2)10d NAILS AT EA. END PROVIDE 2x *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* MONO FOOTING jI b PROVIDE 2 8 DIAG. BRACE B PROVIDE (2) MIN. CONT. W/ x (3) SIZE AND REINF. PER PLAN j --- °• VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS AND SECTION DETAILS -I BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY r LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 GLEAN 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 .e DIRT Z TO BE INSTALLED 4'-0" MAX SEE PLAN TRUSS AS SHOWN FOR O.H. UP TO 2'-6" O 2x VE e STANDARD o BUILT UP PLWD. BUCK- '�hq * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. °' > 9� HOOK w SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH + 4E + + NGT (2)1 Old NAILS @ 8" O.C. h #5 BAR IN TO FIT ARCH CONNECT W/ START OF ARC NOTE: IF TRUSSES USED) W/ (2) #6 X 4Y2" WOOD + + TO TRUSS TOP CHORD FILLED CELL - - - - • ' ' 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4 MAX. RAID. SHED ROOF ENDS TO BE SCREWS @ 16 O.C. MAX. OR IF MASONRY + + 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 .•Sk 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 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" TRUSS + REQUIRED TO + + MONO TO STEMWALL FOOTING SECTION DETAILS AND METAL ROOF FINISH SS + SUPPORT SOFFIT 2X4 SYP r ®s 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"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 20aPANEL g. SEE ELEVATION TOP SPACE BETWEEN EXISTING GROUT &NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR FOR OVER HANG 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 (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 EXTENSION rM 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" SS O (EVERY OTHER < FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP �- " U NON SHRINK GROUT. LAP REINFORCING NOT LESS'THAN 61NCHES WHENEVER IT IS NECESSARY TO USE MORE ° p v SEE SHEET D2 AND SIMPSON HTT4 w/ (18)10d x 1 THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL = ° ° w -' U A REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT ' o e I = - I— � FLOOR PLAN FOR 1/2 NAILS TO STUDS & (1) - MORE INFO ¢ T _ > �� III If 5/8" DIA. ALL THREAD ROD � #5x6' EMBEDDED INTO • PRESS PANEL REINFORCING INTO PLACE. 6 MIN. LAP SPLICE W/ , — L' D I"11 EPDXIED w/ SIMPSON SET ., "SET" U Z - EXISTING FOOTING 2 #5x6 IN CONC. () * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL j A '` "` "' SMOOTH. DO NO FURROW. REINFORCING PANEL o ° .: TI I= Tf EPDXY MIN. 6 EMBEDMENT & 3" MIN. EDGE DISTANCE ¢ _ U) "' N FILLED CELL "4" — DRILL 3/4MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT '' " L -- GRADE u. a TT� SET BAR IN EPDXY,: FURROW. MAINTAIN UNIFORM JOINT WIDTH. : 6 MIN. LAP ¢� p . ° O G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE CN ° Q 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. T 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 SECT 10 N 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. j 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 OR WI D SPEEDSUP TO 110 M H*, PER PITTSBURG CORNING RECOMMENDATIONS FOR MSTAM STRAP SCALE: N.T.S. OF GLASS INSSCALE: 3/4" = V-0" e +�r o ® _ W L .0 .� n, cc N C f0 O d V ' O N11IUAare� eey�*,�1111 O W N xk '2z", o 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. 61 W �E 0 8 (� C p h 0 M v u Q C u_ W CoU_ V- a. ♦� W Z N C Cp W w Z 0 N m ° Jau')MZ IL 13 U oO L W 0p z N M o g z W � laws z � � — N M I� V O 0 r.r.r s V) W � notU d F-- s - 8 I x� U o ¢ N co M • e l� o < � M o z E W K Q ;z o E L) �� rz Za o": (O �OU UO N i ¢a a o ¢o O W Z �� rp CO Cy z mE O OK Z NN ym ¢W 1Z 5Z f1 � 0� N W WLL <o .j ci l ma >° a .Lo T L ai m N t� l� r- cQ E ca N Lc') co CD fV � O' Lc-.) M T C m Co CD O 00 �'- Lo p N N N r N Ltd oM N M Cfl t M O • Q N r- N �- LO E O r- Z z N E O i � m tl J Q J JOB NO: 22-11681-11674 SCALE : AS NOTED SHEET NO.