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Cn ck� is LO LO LID 42 0 Cr V) 111 0 C'4 LID C tR_1 E E LZ 0 .2 .3 tz C'4 C-4 Lo a C14 C14 C> LO �i INSTALL WDW. SCREW ANCHOR-1 INTO ARCH BLKG. PER INSTALLATION DETAILS BLOCK HEADER 1 X4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BT VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" 2 x 8 VERT. BRACE(S) BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW-----' ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS IX4 DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL F DOOR JAMB (REFER TO PRODUCT x4 1/2" DRYWALL X4 TO PRODUCT 4N. APPROVAL FOR CONN. P'T. P,T. TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. *1 X 4 x4 3-1/4" LONG X 3/16"0 , / , , x4 P.T. FURRING 3/16"0 X 3" LONG TAPCONS FURRING (2) ROWS 3/16" x 3-1/2" FURRING TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4" 2X8 BLOCK@ SPACING 1" DETAIL O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END wl MIN. 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRYTHROUGH 1-1/211 DETAIL 1 x8 w/ (2) ROWS 8d NALS 3" DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. -3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER N. APPROVAL FOR CONN. 1/2" DI 1X4 1/2" DRYWALL 1x4 DOOR JAMB (REFER EACH END W1 MIN� TO PRODUCT APPROVAL FOR CONN. 2x8 P.T. 6" ROWS 3/16" F - TO PRODUCT 2" EDGE DIST. w/ (2) �j APPROVAL FOR CONN. (2) ROWS 3116" x 3-1/2" x 3-1/2" TAPCON @ 16" O.C. & 4" FRO M EACH i)D 1x4 TAPCON @ 16" O.C. & L IST. END w/ MIN. 2" EDGE DIST. FURRIN( 4" FROM EACH END w/ 2x8 P.T. W/ ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 1063" 2x8 2 DETAIL 2 1 4" STAGGERED@ 12"O.C. 1_11A11 nPTAII x T OVER SIZE DOOR -WINDOW ROUGH OPENINGS BUILDOU 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 BLK.) 1/4" MAX 2'-0" Ir 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. BLOCK HEADER ARCH BLKG. & BUCK 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45' DIAGONAL (4) 10d NAILS INTO BRACE(S) 7116" OSB 2 x 8 BRACE/ BLKG. BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA SCRIBE (NOTCH) BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 CONNECT W/ 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 rHK. OR MORE BUCK WITHIN 6" MIN, OF START OF ARCH ARCH DETAIL SCALE: N.T.S. � �S - 7nNTO BLKG 1 OLEIN S B FOR CELL INO�� IS AREA I 'i MAII., _ , I MT( 1 )"5z 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 3 1/4" TAPCON (11/4" MIN. EMBEDMENT INTO 1/4" MAX 1 1 SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END LEAVE A CUT OUT IN O.S.B. ON T INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16" OSB ARCH PANEL X4 SOLID BLKG. (FULL WIDTH OF WALLS) 8TWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL THRU OSB INTO 2 x 8 ARCH DETAIL -B B rK SCALE: N.T.S. 2'-0" SECTION A -A 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 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d 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. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC 4'MAX. RAD. PROPER INSTALLATION MAX, 8" #5 REB (TYR) FILL SOLID BOTH CELLS S STD, 90, - HOOK( L 7/71 x Lill Z/�// �/7/ L NOTCH WEB AT F1 RST 2 COURS1 ...... APACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY P RE -ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"xl 1/2" SDS SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7) 1/4"x2 1/4" 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 4Y2" 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 IMPSON (5) 12d NAILS 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS S NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS R THE HIP. DESIGNED ONLY FO INSTALLATION OF SHINGLE AND METAL ROOF FINISH F 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 4Y," WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION@ ENTRY rL SCALE: 3/4" V-0" 1\1!s� 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. MASONRY WALL, SEE PLAN FOR 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 MINU REINFORCING. PROVIDE LOWER S HOOKED DOWEL 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE _YPE "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 20 ga. PANEL 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 ANCHOR W W M AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION — — E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) #5 CONT. TOP & MID — OCCURS IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING WITH MIN. 3" COVER 6-0" SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. 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 t, REINFORCING AS FOLLOWS: SEALANT PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. ko PRESS PANEL REINFORCING INTO PLACE. —11 I—ILI r.—I 6" MIN. LAP SPLICE W/ COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. 7 F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE j FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE C4 NOTE: M . REMAIN FREE OF MORTAR. z SEE GLASS BLOCK INSTALLATION NOTES. C14 H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET, AT THIS SEALANT TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE GLASS BLOCK DETAIL (2) #5 REBAR. (1-STORY) 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) 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY 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 SECTION AT DEEP MONO FOUNDATION MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. 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" FOR WIND SPEEDS UP TO 110 MPH', PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION DO NOT DO THIS A 4 YP.) ]Lill rHE �S FILLED CELL INSTALLATION SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW BRIG WALL TYPE PER PLAN F CHANNEL, FASTENED PER NOTE 2 BELOWI�:� CONT 2X4 NAILED TO BLOCKING W/ 2-12d NAILS #5 REBAR (TYP,) 1TD. 90- HOOK (TYP.) SCALE: N.T.S. 2x SUB FASCIA ALUM DRIP EDGE ALUM FASCIA 1-3/4" TRIM PAINTED SS NAIL w/ 5/16" HEAD DIA. @ 24" O.C. L CONT VENTED OR SOLID SOFFIT OCKING NAILED TO TOP CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. 1 G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED LISTED IN THE DESIGN CRITERIA ON SHEET SN. ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: CMU W/ T NAIL.097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT WOOD W/ (3) 16 GA. 3/4"XII/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN SUB FASCIA W/ 16 GA. 3/4"xl/4" CROWN STAPLE @ EACH GROOVE STRUCTURAL SOFFIT SF01 SCALE: 3/4" = V-13" FOR ALUMINUM SOFFITS 7VITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FIL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* + Li4 + + rly + + + + + + + + + 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL SCHED. 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. (2) 1 Od NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS + REQUIRED TO + + SUPPORT SOFFIT + ENTER SOFFIT PRECAST LINT EL — 9, SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION rM SCALE: 3/4" = V-0" SS Qf=F= QWI=F=T n,) Amn SIMPSON HTT4W/(18) 10dx 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA, ALL THREAD ROD EPDXIED W/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 6 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE:3 z >_ 0 U_ 0 U-1 M C) 2"x BOT. PLATE W/ (2) 1 Od @ 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 O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 1 Od @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB NOTE: LAP SHEATHING TO OM OF BAND " @ FIRST COURSE GAM KTA @ 12 O.C. w/ (4) 1/41 1/2" SDS SCREWS INTO BAND JOIST & (4) 14W 3/4" TITEN INTO K.O. BLOCK *41V* H RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S.— FILL 1st 4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 1 112" A. CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHAN RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 314" - NO REPAIR REQ'D. #5BAR V CENTERED W/ 2 -L2Z - A A IN TOP KNOCKOUT/ A CHAIR BLOCK 1. A MONO FOOTING A SIZE AND REINF. PER PLAN E AND SECTION DETAILS v .10 A. .. . to DIRT A STANDARD C) gg HOOK C\1 #5 BAR IN FILLED CELL L %II TING SIZE AND REINF. PERLAN AND STEMWALL STEMWALL FOO MONO TO STEMWALL FOOTING SECTION DETAILS SCALE: 3/4" V-0" NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY 2") #5x6'EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5X6'EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY EXISTING FOOTING RETROFIT FILLED CELL DETAIL (2) #5x6'IN CONC, FILLED CELL SAW CUT rA SECTION SCALE: N.T.S. SCALE: N.T.S. M C" C2 :x. 13- 40 C_:;� 01 C14 C-4 Z zz� 01 C= 90 vvv " �,-��A �; - -- % 4 t37Y, C) 0 C=� Oet:, 0", 9 ��i�elllq 0 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. W 8 0 0 0 0 4 NO a., u U-. UJ CL 0 Z 2 q i W 9 Co 04 2 r- ;; 0 cp W z co a < d 8 z L) (1) W 0 00 < co C 4-J (a U_.) - Uj �S W 0 U1 U*) CN A I U) LU n = E > V, < 0 9 co Lj_ ce E 55. '. g z < C:)- 0 F= 0 co f6 C1 0 0 0 �< 00 a � 0< E �z 0. z z -S 0, Z, z co �z r. . 0 �z z W -0 xj C:) L� 0 c: 2 C) E2 . LO 0 < 0- a) cc __j 0 CN M Cal L0 < 4-1 0 C'4 C) C-4 LO CF) < LO a) E r_ z M z E 0- E 0 0 0 'a 0 JOB NO 22-06472 SCALE AS NOTED SHEET NO. SS '-- 7 —ITT I Y— I -T--- _T__I I -TT--. _T_