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ZE CK !2 1 94 :W C�41 7 3M 10 11,4 U DOOR JAMB (REFER 1X4 1/2"DRYWALL IIX4 DOORJAMB(REFER 1x4 /2" DRYWALL DOOR JAMB (REFER TO PRODUCT 1x4 F 1/2" DRYWALL TO PRODUCT 4 )N APPROVAL FOR CONN. .T. P.T TO PRODUCT :*)NN. APPROVAL FOR CONN. x4 APPROVAL FOR CONN. f- X 4 x4 P.T. 3/16"0 X 3" LONG FURRING 3-1/4" LONG X 3/116"0 FURRING TAPCONS FURRING F x 3-1/2" (2) ROWS 3/16" x 3 TAPCON. INTO STAGGERED @ 16" L1x8 TAPCON @ 16" O.C. & 4' 4" 2X8 2X8 BLOCK@ SPACING 1" DETAIL O.C. 2-ROWS INTO P.T. FROM EACH END w/ 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 1/2"DI APPROVAL FOR CONN. 1/2"DRYWALL N. jx, 1x4 DOOR JAMB (REFER EACH END W/ MIN. TO PRODUCT TO PRODUCT 2" EDGE DIST. ,#,','EDGE D1,S7 APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" �j 6"* APPROVAL FOR CONN. (2) ROWS 3/16"x 3-1/2" x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH 1 x4 TAPCON @ 16" O.C. & L FURRIN� END w/ MIN. 2" EDGE DIST. D IST. 4" FROM EACH END w/ 2x8 P.T. W/ ATTACH SECOND PLY w/ 9 PT A P:r 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 1 Odx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" 0' 3-1/4" DETAIL BUILDOUT" OVER SIZE DOOR -WINDOW ROUGH OPENINGS( cc (U—) SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4"x 3 1/4" TAPCON ( 1 1/4" MIN. EMBEDMENT INTO BILK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK A 2 x 8 45 DIAGONAL (4) 10d NAILS INTO BRACE(S) 7/16" OSB 2 x 8 BRACE/ BLKG. ARCH PANEL CUT HOLE IN O.S.B. FOR BUILT UP PLWD. BUCK 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 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL i SCALE: N.T.S. �S 7A 2X8 INSTALL WDW. SCREW ANCHOR -I INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX 1 SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 BUCK - CONNECT TO BLOCK 2'-0" WITH 1/4" x 3 1/4" TAPCON (11/4" MIN. EMBEDMENT IN TO 14" MAX 2'-0" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK I 8d NAILS @ 8' O.C. AT BUCK L1=41-2 x 8 VERT. W/ (2) 10d NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE B VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" S B ON T LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) ------- v�� )0 1��ULATION INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS '--2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL INSTALL WDW, SCREW!"�M I i I THRU OSIB INTO 2 x 8 ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL rK B-13 SCALE: N.T.S. �S SECTION A -A 8. 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 FACE OF ARCH W/ (3) 10d NAILS 2 x 8 45 DrAGONAL BRACE AT EA. AT EA. END \_ PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4'MAX. RAD. SECTION B-13 8" EQUAL PROVIDE 2x CONT. W/ (3) PROVIDE (2) MIN. TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC MAX. 8" PROPER INSTALLATION FILL SOLID 130TH CELLS #5 REB) (TYP,) STD. 90' T_ HOOK 0 L 7 ±5A NOTCH WEB AT FIRST 2 COURSI -,APACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT W/ (4) 1/4"X1 1/2" SIDS SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 W/ (116) 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) W1 (3) #6 X 4Y," WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 112' HD TITEN (CENTERED) W/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE N TRUSS COMPANY OR "�N 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5) 12d NAILS 2X6 TO 2X4 A E 7 NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS DESIGNED ONLY FOR THE HIP. 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 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 4" EXPANSION BOLT (2 1P/ER E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL ANCHOR) 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 (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 M ORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: SEALANT PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED 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 NOTE: REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. < H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS 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 UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2X4 " O.C. #2 SYP @ 24 SIMPSON H2.5A W/ (10) 8d NAILS 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" � �S #5 CONT. TOP & MID " MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS WITH MIN. 3 COVER 61-011 X to . . i GRADE A' C-4 '_�(2)#5 REBAR.(1-STORY) 16- MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY f 7r SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4"= T-O" FILLED CELL PER FOUNDATION PLAN 4V# UNACCEPTABLE INSTALLTION DO NOT DO THIS �R 4 YP.) THE :S ## 41111 #5 REBAR (TYP) 0 00 90- HOOK (TYP.) FILLED CELL INSTALLATION SCALE: N.T.S. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW 2x SUB FASCIA ALUM DRIP EDGE ALUM FASCIA BRG WALL TYPE PER PLAN SS NAIL w/ 5/16" HEAD 1-3/4"TRIM PAINTED F CHANNEL, DIA. @ 24" O.C. FASTENED PER NOTE 2 BELOW L CONT VENTED OR SOLID SOFFIT CONT 2X4 NAILED TO 2x BLOCKING NAILED TO TOP BLOCKING W/ 2-12d NAILS CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. 1 . G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FIL 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"x1/4" 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-0" FOR ALUMINUM SOFFITS �ATH 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.* IG WALL TYPEZ PER P N F CHANNEL JIT 9.A MAII n T1r) 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 7-6" * DOUBLE 2X4 SCAB FOR Z-16" TO 4'-0" O.H. I 4 (2) 1 Od NAILS @ 8" O.C. ?1/y TO TRUSS TOP CHORD + PLYWOOD SHEATHING + + + �RU DO S S AS UBLE H NIF R S OW 0 oi� 2X4 CAB FOR 2 -1 j4 (S) 1 Od NAILS To TRUSS Tol + PLYW( BLOCKING AS + Ir + + + REQUIRED TO + + + SUPPORT SOFFIT + 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL- SCHED. PRECAST LINTEL SEE ELEVATION jljl_� FOR OVER HANG MAX. 4--0") SECTION @ ROOF EXTENSION SCALE: 3/4" = V-0" SIMPSON HTT4 W/ (118) 1 Od 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 MIS MSTAM STRAP : ,.t -,j qWF:C:T m Amn z 0 (n < 2 U_ 0 U.1 M 0 @ FIRST COURSE 4% 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED - AND NAILED W/ 8d COMMON @ 6"0, EDGESAND12"O. FIEL ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" 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 JOIST TYPICAL SIMPSON HGAM10KTA @ 12" O.C. w/ (4) 1/4xl 1/2" SDS 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 W/GROUT 1 .00 A FOR OVERHANGS BETWEEN OVER 1112" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHANG-J. RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4"TO 1 1Z NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1 1-011 51-011 '---#5 BAR I> L 9(T K L CENTERED W/ IN TOP KNOCKOUT/ MONO FOOTING JI SIZE AND REINF. PER PLAN AND SECTION DETAILS CLEAN FILL DIRT ANDARD #5BARI HOOK N FILLED CELL," v V L v L L, V V" le STEMWALL FOOTING SIZE AND ST) �a 9a REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SECTION DETAILS SCALE: 3/4" = V-1)" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECI ONTACT 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 SAW CUT rA SECTION SCALE: N.T.S. SCALE: N.T.S. t" >< C�_ cc CD -2 � CI C, U := 3: M C5 N\\\ NN 10 IV ro < �j ��Ql rb FLO 4. 'YoFess\w, "'Mill 11111110 and bel' To the best of Me Engineers knowledge, Information ief. the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residents[ 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a W E 8 0 iq 2 co - P. 0 0 t� -_ !g C14 0 , * 9", u7 _j I U1. z 13 q U. U. CUL - - uj S2 %2- W M § ge q 2 W 63 cp 0: 00 IL 'q 0 z -:4 r z 0 W CIO CD v V) CD 0 Q) 4--J L.0 U 0 LU Ln �n as (n C) LU < C4 r- 93 z _j 1, 2j E 1 � 2 go < 0 E 9 0� wo g Eo 0- Z E W. ro C 0 z zC cz ai 01. 1 W CL 0 mi 2 W C) (0 LO L_ CIO co :3 U) L0 _j �e CT r- r r- U) Y CN 00 ca U') 0 0 04 U_ C) cr) (0 L0 < L0 CNI T E a CY) ce) 0 z M z E C5 E C M a 4) JOB NO 22-12368 SCALE AS NOTED SHEET NO. SS :z z