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I I I . 1 11 11 - I I I I I I 1 11 � I I I 1 11 1 ; 1 11 1 1 tj IT I I I Cn :Q ro C'4 C) C) LO Ln Ln C"! 15, 04 U'3 U") 2 q0 CN :3 Cr G, :E E 1.2 0 E LZ E2 -9 a 0 E! 0 9 C:1 tz 15 ZZ V) 1x4 1/2" DRYWALL 'X4. U DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 F 1/2" DRYWALL DOOR JAMB (REFER T P.T. TO PRODUCT TO PRODUCT TO PRODUCT 4 APPROVAL FOR CONN. )Nt� APPROVAL FOR CONN. _\_1 x4 APPROVAL FOR CONN. X 4 I *-7 x4 P.T. 3/16"0 X 3" LONG E FURRING 3-1/4" LONG X 3/1,61-0 � FURRING TAPCONS FURRING - (2) ROWS 3/16" x 3 1/2"' TAPCON. INTO STAGGERED @ 16" 8, TAPCON @ 161, O.C. 4" L1_ 2X8 BLOCK@ SPACING 1 DETAIL 1x8 O.C. 2-ROWS INTO P.T. FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRYTHROUGH 1-1/211 DETAIL 1x8 w/ (2) ROWS 8d NALS 3" DETAIL 1x4 P.T. a 1x8 P.T. STAGGERED @ 12" O.C. 1 x 4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. a 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. N. X, 1x4 1/2"DI 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN. TO PRODUCT F_ TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. N.:j 2x8 P.T. w/ (2) ROWS 3/16" 6" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16" O.C. a 4" FROM EACH 1x4 F] TAPCON @ 16" O.C. 8. _F2x8 DIST. END wl MIN. 2" EDGE DIST. FURRIN( 4" FROM EACH END w/ P.T. W/ ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2"EDGE DIST. (2) ROWS 1 Odx3" 2x8 MC:TAII I 1AII ME:TAII STAGGERED @ 12" O.C. ei-v,411 nPTA11 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 ( 1 1/4" M IN. EMBEDMENT INTO BLK.) 1/4" MAX 2'- 1 X 4 FURRING it 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 NT 0 (4) 10d NAILS INTO BRACE(S) LK G. 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK N 1OLEIN O.S. B. FOR ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) L____ - ::: POLY -CELL IN THIS AREA CELL IN TH IS AREA Z J_ 1 BACKSIDE TO FIT ARCH 10d NAILS INTO 2 X 8 (4) 1 Od NAILS INTO 2 x 8 CONNECT W/ 8d NAILS ACE/ BLKG. BRACE/BLKG. INSTALL WDW. SCREW ANCHOR-/ A17A A llrTw () I I I n_n Im n.Qn 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS 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. �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 2 x 8 45 DIAGONAL 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. 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. B-B /4" MAX EMBEDMENT INT O�\ 2'-0" 8" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK I 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END P ROVIDE 2 x 8 DIAG. BRACE B VERT, BRACES WHEN HGT. OT'�� F !0 BRACE EXCEEDS 24" S B ON T LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) 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) INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. BTWN. OSB ARCH FACES W/ (4) 1 Od NAILS EQUAL EQUAL THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS B-B ARCH DETAIL rK SCALE: N.T.S. 11 �S PROVIDE 2x PROVIDE (2) MIN. CONT. W/ TAPCON AT EA. SIDE (3) 12d NAILS BUCK - (1) WITHIN 4" ARCH MIN. OF START OF START OF ARC 4'MAX. RAD. PROPER INSTALLATION MAX. 8" FILL SOLID BOTH CELLS 1 #5 REB, (TYR) STD. 90 HOOK (-I L, Lr/ m��L L ±5A NOTCH WEB AT L\ 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" 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 4%" 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 (5) 12d NAILS SIMPSON 2X6 TO 2X4 H2.5A W/ (10) 8d NAILS Y_/ #2 SYP @ 24" O.C. JACK TRUSS PROVIDED B 00" TRUSS COMPANY OR 2X4 v 4'-0" MAX SEE PLAN 2 X4 SYP #2 CONT (MATCH TRUSS DEPTH 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. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER 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 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. e—SEALANT 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 '0 FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6"' MIN. LLAAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. <S,EALANT 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. __�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 R1 60 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 IMPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. . WOOD IF TRUSSES USED) W/ (2) #6 X 4Y2' 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 MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W M, AT PERIMETER WHERE THIS CONDITION OCCURS #5 CONT. TOP & MID WITH MIN. 3" COVER 6-0" -F. t. [> k t. GRADE A' 7 C14 Cl) 2� C-4 (2) #5 REBAR. (1 -STORY) (3) #5 REBAR. (2-STORY) 16" MIN. (1-STORY) 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY -M m M M., M M SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION *41** DO NOT DO THIS 41#* �R 41# 4% 4% YP.) < Ej I_ 11 ±Z- I i 40# rHE �S FILLED CELL INSTALLATION SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW #5 REBAR (TYP) #** 2reD. 90- HOOK (TYP.) SCALE: N.T.S. 2x SUB FASCIA ALUM DRIP EDGE ALUM FASCIA BRG WALL TYPE PER PLAN 1-3/4" TRIM PAINTED SS NAIL w/ 5/16" HEAD F CHANNEL, DIA. @ 24" O.C. FASTENED PER 2 BELOW L CONT VENTED OR SOLID SOFFIT NOTE 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 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"xl/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 SCALE: 3/4" = V-0" FOR ALUMINUM SOFFITS WITH SPANS F01 REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* ++ 7'/.Y + + + + + + + + + + + TRUSS 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 i + REQUIREDTO + + SUPPORT SOFFIT "L T Vv, + CENTER SOFFIT PRECAST LINTEL % SEE ELEVATION FOR OVER HANG (MAX. 4'-0') SECTION @ ROOF EXTENSION rM SCALE: 3/4" = V-0" SS SIMPSON HTT4W/(18) 10d x I -qPP -qHF=PT n)Amn 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 SCALE3, cr_ z 0 co < M Lj_ 0 U-1 < U) /---ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W1 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 B (d FIRST COURSE P KTA @ " . . w/ (4) 1/411/2" SDS SCREWS 1%, INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SS 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD� SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO FILL 1 st 4 COURSES SOLID W/GROUT 7 FOR OVERHANGS BETWEEN OVER 1 112" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRLICTIONS.� 0 Ilk L__�. - A RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 112" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 11-011 51-011 SCALE: N.T.S.— Aff"If INISH FLOW % I A b > A #5BAR V 16 CENTERED W/ 9 (Or, . . *0 C:) KNOCKOUT/ IN TOP CHAIR BLOCK MONO FOOT SIZE AND REINF. PER PLAN A ING AND SECTION DETAILS DIRT CLEAN FILL --STANDARD 99 HOOK 04 #5 BAR IN .1, , I" 'I . I FILLED CELL Lb- TING SIZE AND STEMWALL FOO "* REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SECTION DETAILS SCALE: 3/4" V-0" )TE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC )NTACT 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 SAW CUT EXISTING FOOTING rA SECTION SCALE: N.T.S. I\Jj RETROFIT FILLED CELL DETAIL SCALE: N.T.S. 0 > 0 r 0 0 CO C14 C, M X _r U_ Cftd -0 0 C C,4 -C _Cccat: C13 C:) _0 0 C: C .-< (A L - 0 �,2' 2 L) a) -0 > C) > 0_0 F_ c M U) 0 0 0 Uj C14 C"> C=) To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Flodda Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. CD W 4 'o '�r E co 0 00 8 - 0 CM4 _j C.: > c: _j 0 W 'on u;- , Lu 0 Cn I- F,� Lu Cj 0 u- a. s 7, cc L� Co LL U_ W 0 0 64 W W OMI co CO M .1� < co _j QL Nz x Ln 0 C14 < z W 0 co CD = a 2-1 N * < :S 1L 11 10 V) C1 4-J 0 V) Ln (0 U E 8 gw U 10 Ci7: 0 44 0 r 'D 10 co co 0 0 z z < --I U_ E -z Za 14 0 E U CL M 0 X. U Q z E 0 0 < Mz �z C14 M .0 Z M0 C/3 Z� 1, 0 z W a� z __j 0 z W 0 -, M, j C) a 0 co -;r I 1, 0 �5 0 '0 C) Lo x LO L0 < cc CV) CO C�q C) C:) 0 M r 0 CN C) C) LO 04 ce) IUD L0 CY) T_ E cle) 0 z M z :3 E IL E 0 0 0 _j 'a M < 0 1 (1) JOB NO 22-02383 SCALE AS NOTED SHEET NO. SS