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lx4 1/2" DRYWALL DOOR JAMB (REFER F DOOR JAMB (REFER lx4 1/2" DRYWALL F DOOR JAMB (REFER TO PRODUCT lx4 1/2" DRYWALL TO PRODUCT P.T. TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. x4 X 4 3-1/4" LONG X 3/16"0 lx4 P.T. FURRING 3116"0 X 3" LONG TAPCONS FURRING (2) ROWS 3/16" x 3-1/2" FURRING TAPCON. INTO STAGGERED @ 16" lx8 P.T. TAPCON @ 16" O.C. & 4" 11 FROM EACH END w/ MIN. 2X8 lo lX8 BLOCK@ SPACING PER MANUFACTURE 11' DETAIL O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH MASONRYTHROUGH 1-1/2" DETAIL 1 x8 w/ (2) ROWS 8d NALS 3" DETAIL lx4 P.T. & lx8 P.T. STAGGERED @ 12" O.C. 3/16" x 3 -1/2" TAPCON 16" lx4 P.T. DOOR JAMB (REFER DOOR JAMB (REFER TO PRODUCT APPROVAL FOR CONN. O.C. & 4" FROM DOOR JAMB (REFER TO PRODUCT 1/2" DRYWALL N. 1/2 APPROVAL FOR CONN. lx4 1 EACH END W/ MIN. TO PRODUCT �x4 2" EDGE DIST. )N.j APPROVAL FOR CONN. 2x8 P.T. wl (2) ROWS 3/1611 3/1 x 3-1/2" TAPCON @ 16" (2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH FURRIN MEE TAPCON @ 16" O.C. & L END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'ID MIN. 2" EDGE DIST. (2) ROWS 10clx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" O-C- 3-1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON ( 11/4" M IN. EMBEDMENT INTO BILK.) 1 X4 FURRING BLOCK HEADER 112" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45^ DIAGONAL (4) 10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR 17A POLY -CELL IN THIS AREA SCRIBE (NOTCH) Q (4) 1 Od NAILS INTO 2 x 8 BACKSIDE TO FIT ARCH CONNECT W1 8d NAILS BRACE/ BLKG \\\-2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL SCALE: N.T.S. INSTALL WDW. SCREW ANCHOR-1 INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 BUCK - CONNECT TO BLOCK 2'-0" SECTION A -A 8" WITH 1/4" x 3 19" TAPCON (1 1/4" MIN. EMBEDMENT INTO vi ��) 2'- 0 /4" MAX BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 1 Od PROVIDE 2 x 8 DIAG. BRACE BTWN,, NAILS AT EA. END VERT. BRACES WHEN HGT. OF 1\ BRACE EXCEEDS 24" LEAVE A CUT OUT IN)O.S.B. ON T 2 x 8 VERT, BRACE(S) 1��ULN INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS "'-2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS B-13 ARCH DETAIL rK SCALE: N.T.S. �S 1/4" x 3 1/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 2 x 8 45 DrAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 1 Od NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4'MAX. RAD. SECTION B-B 8" EQUAL PROVIDE 2x PROVIDE (2) MIN. TAPCON AT EA. SIDE CONT. W/ (3) 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC PROPER INSTALLATION MAX. 8" #5 REB (TYP.) FILL SOLID BOTH CELLS STD. 90' HOOK (7 NOTCH WEB AT ±511 FIRST 2 COURSI APACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"xl 1/2" SIDS SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 wl (16) 16d SINKERS AND (7) 1/4"11/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4Y21- WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE� TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE LL SIMP ON (5) 12d NAILS H2.5A 2X6 TO 2X4 W/ (10) 8d NAILS --- T-r/ NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8'. PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT _L 20 ga. PANEL id. rml-qr REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER HOR ANCHOR COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. /4.. EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS -L 9 ga. PANEL F PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING 'ING REINFORCING j SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL 17HER (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. C COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W1 COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR FED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PILASTIC 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 SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL 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 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UPTO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BY--/ TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4%" WOOD SCREWS @ 16" O.C. MA. X. OR IF MASONRY TAPCONS AT 16" WALL USE (2) 1/4" X 3 1/2 O.C. SECTION @ ENTRY SCALE: 3/4" V-0" 1\ �s (1) #5 BARS CONT. TOP WITH MIN. 3" MASONRY WALL. SEE PLAN FOR REINFORCING, PROVIDE LOWER HOOKED DOWEL WHERE THIS CONDITION W.W.M. AT PERIMETER OCCURS COVER F.F. A D, GR DE A* Cn m \---(2)#5 REBAR. MIN. 3" 16" MIN. 00, COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" V-0" FILLED CELL PER FOUNDATION PLAIN R YP.) rH E S moll 0-1 Ifill *in as tllW4Ik ffWm d FILLED CELL INSTALLATION f H SCALE: N.T.S. SS ARCH PLAN AND FIR�- NCI Z( 3U[, ALUIV BR G WALL TYPE I PF P PL AN I 1 `_,S N,� F H 4,1 1,', F 1 -4 - FAS7ENED PER I NOTF 2 13FLCAV - I L F L (RL �CKIN(,_� N,Ai�ED 71 T�T,l (_,'�')NT �K4 NAILED T(D - FILOCKING wi 2-12'd NAI[LS Ch()H() FVFRY f.")fHFRl TRUS<," W 3-12d NAILS, TYP. - --- --- .— - ----- -- - 1, G,C.1 BUILDER TO VERirypRovix SOFFIT MATERIAL SPAN CAPACIT ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CL LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2 FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM, INC. FL# 16544 PRODUCT APPROVAL) IF CHANNEL FASTENED TO� CMU W T NAIL.09T'DLk @ 2411 O.C. w,� 518" MIN_ EMBEDMENT WOOD me(3)16 GA_ 314"xllt' CROWN STAPLES @b 24" MAX. C.C� IIN PATTERN SUB FASCIA ml 16 GA. 314"xlJ4" CROWN STAPLE 0_ EACH GROOVL- STRUCTURAL SOFFIT SF01 REV. 09.23 2021 > V-4", INSTALL MID SPAN BLOCK iN �:7 - -1-11 & SCALE3�j4" - V-0" (-)FOR ALUMINUM SOFFITS VvI THE SOFFIT FL PA INSTALLATION ('Il FRI' 'REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETA I LS. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. Lj','uDLr Ok (2) 1 Od NAILS @ 8" O.C. 4 ��/y To USS. q1V TO TRUSS TOP CHORD -1 + /y PLYV� + + 7_/y PLYWOOD SHEATHING + + + + + + + + + BLOCKING AS + REQUIRED + TO SUPPORT + TRUSS + SOFFIT - %1 1% + 2X4 SYP Le EACH TRUSS CONNECTOR SEE LINTEL SCHED. CENTER SOFFIT PRECAST LINTEL SEE ELEVATION 2X2 #2 P.T. MIN. FOR OVER HANG W/J-CHANNEL SECURED - (MAX. 4'-0") @24" O.C. FASTENED TO ClAU W/ 3" LONG T-NAILS @ 24" O.C. SECTION @ ROOF EXTENSION rm SCALE: 3/4" V-0" SS SIMPSON HTT4 w/ (18) 10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA, ALL THREAD ROD EPDXIEDw/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR WE MSTAM STRAP QPP QWPPT M) AKIr) m z 0 fn < U- W D L) < 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ / 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD I O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND SIMPSON HGAM10KTA @ 12" O.C. w/ (4) 1/4xl 1/2" SIDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1 st 4 COURSES SOLID WIGROUT FOR OVERHANGS BETWEEN OVER 1 1/2 lll� CONTACT ENGINEER OF RECORD FOR" L . 4.1 1 FURTHER INSTRUCTIONS.�: OVERI RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 11/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR RECIT). [NISH FLO op �o E 0 CY) M Co u V) -0-0- u M ol 6 M 4 E -= 0 = Co a: � (4 : 1j'o Lu Cl "I C 7C) 16m 00 E �2 0 a CO -g) 0 Ld (6 Lu 0 W F_ LU _j WmF.0 LLJ Lu wl�-< Wm_j ZX Z x 0 � _j < 0 �e 0 LLI D - U) 9 Ix U) u- 0 0 u- _j 0 =<, a 8 � z a, u- 0 z m 0 , �- :� F: < F- OcnW OzOE00'moz z "' Z) o o U) W 0. W V5 W W lu V5 W fr a. > Z F- Z Z -OLUOWI <ow�m_wz Q a o z �2 < ow ow U- < 0 U- CY) 04 0 Z! 00 u') < z Lu 0 z < 11E #5 BAR I C) 10"2 CENTERED Wl C) 1*19 : A; IN TOP 9 z r_4 0 KNOCKOUT/ N 0 Lu CHAIR BLOCK U') -n I G I IE� V) C) MONO FOOTING in SIZE AND REINF. PER PLAN �; M r < Ln _j AND SECTION DETAILS V) LL. z V) CLEAN FILL uj :4 Ln DIRT CIO rej STANDARD 9 oo 99 HOOK ZN z z F_ #5 BAR IN FILLED CELL V V W uj _j C:) C) sk L.0 V_ STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL mi MONO TO STEMWALL FOOTING SECTION DETAILS 04 Ce) Ce) SCALE: 3/4" = V-0" CN 04 CN 0 N 0 CIq 0 C%j OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC' ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. c;: 4 0 I (14 04 C14 DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE 00 0) C.0 oo 00 0 o o T.- 0 _ o T_ f1c) N 0 C-4 0 N 0 C%4 0 TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT `� `� �1' `� C� C� C� N1 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY 2") 0) 04 C11) 0 C) C:) 00 04 CY) 0 L C) qt 0) 0) 6 6 04 #5x6'EMBEDDED INTO EXISTING BOND BEAM 0 0 0 CD 0 0 FILL CELL FULL HEIGHT W/ 14ON SHRINK GROUT. U-) r > T-:CIIIIIIIi C:) C) o o CD CD #5x6'EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY EXISTING FOOTING RETROFIT FILLED CELL DETAIL 1 I if I I I LoInc vittual Review Assist ved Cr i and appro planS Review completei z I Z C 7th EditiOn U) for compulan \4djbtmlR17q 00 0 Lu (4 w LU 0 41 m r > 0 0 X LLJ 0 a. z: z W Lo M z W III.- W 'V. < SAW CUT in 0 LD 0 t= LL Z SECTION >- rA >.< W C a 2 Z m SCALE: N.T.S. - Z Z LL 0 SCALE: N.T.S. 0 0 W Co z z 0 32 0- >- LL V T z 2 C C z z z W _j W Cf) 04 0 LAST PLOT DATE >c) May. 8, 23 STRUCTURAL Z '0 _J DETAILS—RETRO F17