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8 1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL ix4 1/2" DRYWALL DOOR JAMB (REFER 1x4 F_ �♦ UNACCEPTABLE INSTALLTION •� DOOR JAMB (REFER TO PRODUCT TO PRODUCT P.T. TO PRODUCT MAX 8„ 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 x4 C 1 X 4 1x4 P.T. L ♦ ♦♦ #5 REBAR (TYP,) �� ♦ • 3!4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE w/ 8d @ 4° r 3/16" 0 X 3" LONG If FURRING FURRING � ` FURRING `- (2) ROWS 3/16" x 3-1/2" #5 REBAR ♦♦ •� AND NAILED w/ 8d COMMON @ 12" 11 O.C., 2 ROWS STAGGERED 3-1/4" LONG X 3/16"0 TAPCONS TAPCON @ 16" O.C. & 4" 2X8 (TYP,) ♦♦ •• 6" O.C. EDGES AND O.C. FIELD TAPCON. INTO STAGGERED @ 16" 1x8 P.T. FROM EACH END w/ MIN. 1X8 BLOCK@ SPACING ♦♦ ••• „ O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH PER MANUFACTURE 1 DETAIL MASONRYTHROUGH 1� ♦ �S�D. 90° HOOK (TYP.) ♦• 2x BAND JOIST W/ FACE NAIL 10d 1-1 /2 DETAIL 1 x8 w/ (2) ROWS 8d NALS 3" DETAIL STD. 90^ � ♦ _ @TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED 12" O.C. @ FILL SOLID HOOK (TYP.) ♦♦ •• BOTH CELLS ♦ • FACE NAILS 10d TRUSS VERT. @ WEB 3/16" x 3 -1/2" DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. TO PRODUCT DDI, METAL SEAT PLATE DOOR JAMB NOTE: O.C. & 4" FROM (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL 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' • ♦♦ ND D BOIST TO PRODUCT El x 3-1/2" TAPCON @ 16" 1X4 1010 ♦ TYPICAL 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. ♦ NOTC HB @ FIRST COURSE SIMPSON HGAM1OKTA @ 12" O.C. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ �" • ♦ • ♦ 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" " 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" O.c. 3-1/4" DETAIL NOTCH WEB AT THE •.• FIRST 2 COURSES TITEN INTO K.O. BLOCK t5" ♦♦♦ ♦LED .•.• BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION(11 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 wo SECTION UPLIFT CAPACITY W/ 1/4" x 31/4" TAPCON (1 1/4"MIN. A -A _ 16010 # FOR 2 STRAPS FILL 1st 4 COURSES EMBEDMENT INTO BILK.) 1/4" MAX SOLID w/GRour 1 PLY PRE-ENGINEERED TRUSS SEE ARCH PLAN AND 1 X 4 FURRING SOLID BLKG. AT TOP BTWN.F 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 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 BRG WALL TYPE I I ALUM FASCIA FOR OVERHANGS BETWEEN OVER 1 1/2" �. POLY -CELL IN THIS AREA2 x 8 45 DIAGONAL BRACE AT EA. BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FORSCRIBE T� I PER PLAN I I 1-3/4"TRIM PAINTEDFURTHER CONTACT ENGINEER OF RECORD FOR INSTRUCTIONS. (NOTCH) FACE OF ARCH W/ (3)10d NAILS TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL SS NAIL w/ 5/16" HEADOVERRAN F CHANNEL, DIA. @ 24 O.C. �'BACKSIDE Lfl/ W/ 8d NAILS BRACE/BLKG. N.T.S. FASTENED PERCONNECT NOTE 2 BELOW I IJCONT VENTED OR SOLID SOFFIT INSTALL WDW. SCREW ANCHOR\\_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) B o OSB PROVIDE TAPCON WITHIN ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 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 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%a' WOOD _ - - - - - - ------ 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED NOTE: FOR OVERHANGS LESS THAN 3/4"- NO REPAIR REQ'D. SCREWS @ 16rr O.C. MAX. IF MASONRY WALL ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING 4' MAX. RAD. ARCH DETAIL 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 1'-0" 5'-O" 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 1/4" MIN. ROOF SHEATHING ATTACHED PATTERN - SUB FASCIA w/ 16 GA. 3/4"xl/4" CROWN STAPLE @ EACH GROOVE ' ► B_B /4" MAX EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL - - - - r p ° !•• #5 BAR 2-0 8 SIMPSON STRUCTURAL SOFFIT ' ► �'o"�° .'• CENTERED W/ D r ' ' BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS H2.5A FO _ r : ' °► IN TOP 4 1 X 4 FURRING BLKG. &BUCK 2X6 TO 2X4 w/ (10) SCALE: 314" = V-0" ('*) FOR ALUMINUM SOFFITS WITH SPANS ► • ' KNOCKOUT / iv 8d NAILS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER ► P . THE SOFFIT FL PA INSTALLATION CRITERIA ;; 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." 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 JAND •�. :' SIZE AND REINF. PER PLAN 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 d Z TO BE INSTALLED ,_0" MAX SEE PLAN TRUSS AS SHOWN FOR O.H. UP TO 2'-6" 2kO�FRHq • --STANDARD BUILT UP PLWD. BUCK - * DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H. N SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH + 4- + NCr (2)10d NAILS @ 8 O.C. N lit #5 BAR IN TO FIT ARCH CONNECT W/ START OF ARC NEQUAL4' NOTE: IF TRUSSES USED) W/ (2) #6 X 4%" WOOD + * TO TRUSS TOP CHORD FILLED CELL — 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) MAX. RAD. SHED ROOF ENDS TO BE SCREWS @ 16" O.C. MAX. OR IF MASONRY + + r : V 16 1 L. . j r ., r : r., INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL GABLE ONLY, CORNERS WALL USE (2)1/4" X 31/2" TAPCONS AT 16" + + PLYWOOD SHEATHING �: 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 �( 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 ... 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 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 SI 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 t 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 I HWHERE THIS CONDITION (MAX. 4'-0") r #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 M z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL WITH MIN. 3" COVER g�_0 SCALE: 3/4" =1'-0" O SHALL APPLY (EVERY OTHER CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP�12�LL- wFILL NON SHRINK GROUT, LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° O 9 A SEE SHEET D2 AND THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL ° x , ° ° SIMPSON HTT4 w/ (18)10d x 1 w CL REINFORCING AS FOLLOWS: SEALANT FLOOR PLAN FOR 1/2" NAILS TO STUDS & (1) - MORE INFO ¢ 1 u- a * PLACE LOWER HALF OF MORTAR IN BED JOINT, DO NOT FURROW. _ 5/8 DIA. ALL THREAD ROD ~ #5x6' EMBEDDED INTO * PRESS PANEL REINFORCING INTO PLACE. " 6" MIN. LAP SPLICE W/ > ° EPDXIED w/ SIMPSON "SET"' i' v z EXISTING FOOTING (2) #5x6' IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL EPDXY MIN. 6 EMBEDMENT & v¢i in FILLED CELL SMOOTH. DO NO FURROW. ° ► ° 3 MIN. EDGE DISTANCE `~1 fl DRILL 3/4"4"MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE o, . o SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP p e G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST 7 SPLICE NOTE: �•, ► `' 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. g 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. 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 MAYBE INSTALLED IN ANY OPENING. REV. 07.28.21 SCALE: 3/4" =1'-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" en C'V o 0 cm- CU =a Q v cr- o �, m tV -'a N C W a m 4 H d N -¢ .d N �y 13.E W Cu CY �W r, CD O C E J M. N O N X To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. f� 8[Q� � J J WW LL tL W a �Ncs, LL uj a Y _ 0 LL U_ U• o $ c rm$ 0,90 m c W W �1ON`° J0 turn d z Z U0 �oW ODIL N M z U tUA Z OU ❑❑❑ W z z z $ Q W f z CzlJ 0 w ANEWw MID M Fo �h ¢s o o z® wa CL U j� � ° Z I-- � ao wg ms yC Buz Z 3 83 __ ao Wm �dp � °LL H w O h � iIK U5 O = > LO CC 0 rn W W Lid (0 N :3 CV ^ Q $ Jam+CN N ') O LO � a..+ O Y M U CO O °0 o Ln r Q n LO r E Ln z E N JOB NO: 23-03654 SCALE : AS NOTED SHEET NO. SS