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,q LO Ul) X LO co co Pi 7 :9 R 0 0- E E CL .2 -01 19 0 9= 16 CL �1 63 DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 F 1/2" DRYWALL P.Ti TO PRODUCT TO PRODUCT TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN X 4 x4 P.T. x4 I I FURRING 3/16"0 X 3" LONG `E FURRING (2) ROWS 3/16" x 3-1/2" 3-1/4" LONG X 3/16"0 "1 FURRING TAPCONS TAPCON @ 16" O.C. TAPCON. INTO STAGGERED @ 16- & 4' 2X8 BLOCK@ SPACING O.C. 2-ROWS INTO 1x8 P.T. FROM EACH ENDw/MIN. LL'1X8 PER MANUFACTURE V DETAIL 2" EDGE DIST. ATTACH MASONRYTHROUGH 1-1/211 DETAIL 1 x8 w/ (2) ROWS 8d NALS 1x4 P.T. & 1x8 P.T. 3" DETAIL STAGGERED @ 12" O.C. /16" x 3 -1/2" 1x4 TAPCON @ 16" TO PRODUCT O.C. & 4" FROM APPROVAL FOR CONN. 1/2" DRYWALL DOOR JAMB (REFER P.T. DOOR JAMB (REFER 1x4 TO PRODUCT EACH END W/ MIN. DOOR JAMB (REFER 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" TO PRODUCT -1/2" TAPCON @ 1 APPROVAL FOR CONN. x 3 6 1x4 (2) ROWS 3/16" x 3-1/2 O.C. & 4" FRO MEACH FURRIN( TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ L 2x8 P.T. ATTACH SECOND PLY w/ MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x P.T. AS REQ'D 0).. 171 C:-r A I 1 0 1 IAII MI=TAII STAGGERED @ 12" O.C. -4-1/Alf r)PTAII N. 1X4 1/2" DI I X4tl 14 P.T 5 )N F 16" DIST. f W/ 2X8 BUILDOUT OVER SIZE DOOR —WINDOW ROUGH OPENIN SCALE: N.T.S. 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 2 x 8 45' DIAGONAL (4) 10d NAILS INTO \ — BRACE(S) 7/16" OSB 2 x 8 BRACE/ BLKG. CUT HOLE IN O.S.B. FOR BUILT UP PLWD. BUCK ARCH PANEL N POLY -CELL IN THIS AREA SCRIBE (NOTCH) I 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 SCALE: N.T.S. IN 1, �S \\N �7A INSTALL WDW. SCREW ANCHOR-1 INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX ir SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 BUCK - CONNECT TO BLOCK 7-01' WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. EMBEDIMEN T INTO��) /4" MAX 2-4- 4 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 NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE B VERT. BRACES WHEN HGT. OT'� F BRACE EXCEEDS 24" 0 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 - IDE SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL INSTALL WDW, SCREW THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL rK 13-13 SCALE: N.T.S. �S 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 DrAGONAL BRACE AT EA. FACE OF ARCH W1 (3) 1 Od NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4'MAX, RAD. SECTION B-B 8-1 EQUAL PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) 12d NAILS TAPCON AT EA. SIDE BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC PROPER INSTALLATION MAX. 8" FILL SOLID BOTH CELLS #5 REB (TYP,) STD. 90, HOOK (I 71 ±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"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 4W, 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 SIMP ON (5) 12d NAILS H2.5A W/ (10) 2X6 TO 2X4 8d NAILS 'j v A OR 2 C 4 0' ING ATTACHED CHEDULE NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS DESIGNED ONLY FOR THE HIP. INSTALLATION OF SHINGLE SH AND METAL ROOF FINI 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) 114" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY rL — SCALE: 3/4" V-0" � �S I 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. MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8' PLUS OR MINUS HOOKED DOWEL 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 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 WHE'RE THIS CONDITION � 1 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) OCCURS #5 CONT. TOP & MID 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) XPANSION 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 T.e 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 GR DE t'. 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: Cl) H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. C14 V.L_� 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 t" (2) #5 REBAR. (11 -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) 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY 4 GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 10 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. kR YP.) L Lil I rHE :S #5 REBAR (TYP,) # D. 90- HOOK (TYP.) FILLED CELL INSTALLATION SCALE: N.T.S. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE I BELOW 2x SUB FASCIA ALUM DRIP EDGE BRG WALL TYPE ALUM FASCIA PER PLAN 1-3/4" TRIM PAINTED SS NAIL w/ 5/16" HEAD F CHANNEL, DIA. @ 24" O.C. FASTENED PER NOTE 2 BELOW ENTED OR SOLID SOFFIT CONT 2X4 N 2x BLOCKING NAILED TO TOP ILED TO BLOCKING W/ 2-12d NAILS CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. I . 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. 12. 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"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" = 1'-0" 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.* G WALL TYPE PER AN PL F CHANNEL �STENED PER OT LOW E2BE CONT VENTE r,nmT 1 4 MAII ;=n Tn nj r.,rk A MAII P:n + L14 �A(Q;,, + + �y + + + + + + + + + + 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 REQUIRED TO + SUPPORT SOFFIT + "'L T Vv, ENTER SOFFIT PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4-4') SECTION Q ROOF EXTENSION SCALE: 3/4" V-0" QF:r- _QI4P:1=T r),) &�jr SIMPSON HTT4 W/ (118) 1 Od x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED W/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: >_ z 0 co U_ 0 Uj C/) @ FIRST COURSE *41*1* H 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 /—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 - 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 FILL I St 4 COURSES SOLID WIGROUT FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR L FURTHER INSTRUCTIONS. . 4. . A OVERHAN RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4"TO 11/2" NOTE: FOR OVERHANGS LESS THAN 3/4"- NO REPAIR RECI'D. 4 SCALE: N.T.S. b #5 BAR CENTERED W/ XETM51�: INTOP KNOCKOUT/ N' CHAIR BLOCK MONO FOOTING A SIZE AND REINF. PER PLAN AND SECTION DETAILS CLEAN FILL DIRT STANDARD C14 90' HOOK #5 BAR IN FILLED CELL. I v a V VL, &L *,� Ve 1% REINF. PERLAN AND STEMWALL STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING SECTION DETAILS SCALE: 3/4" V-0" DTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC' DNTACT 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 /01% ar..L%1 ILI r%e%Llf% SAW CUT LLU SE K�A CTION EXISTING FOOTING I\_ J, SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. __v_ % 0#4 > Wj 011—C 4.; = 1%r E CN = C.4 a) =.= r= W CL C e Z 5 CL U I 4 'a?ko A- ru� 1�� 10 *-. F L ......... 0 Sk \10 fill 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. 0 W E M 8 C14 0 .4L- -. i Cy a (� r,. rZ V S .6, u. , 7� Lu U M U. � EL W 25 9 -CM § t- C� W 0 W z OD z; u') co Z LL N 0 a z W 0 < V) C1 Cf> LU 0 Ln 4' un U) ai LU M M a = = g 0 z Cn i _Cj E g ZR < 0 E CL E ro W 1z 0 z 00 0 z C', t � 0 Cn C C: 0 z z co _j 0 1. �Z. 2 . 2 * 2 0 zz 0 0 W z 3� (D !! Z� ;� �f ll z -0 C .0 LO LO Co 2 to < Q_ co CN CY) __j Cr C) U) 00 M L0 0 cn 04 C.0 CN -0 LL CD 0) 04 04 ce) co 0) V) 04 E 01) 0 z E IN cc a a a. E 0 ;.j 0 'D 1 0 _j < 0 1 _j JOB NO 22-12365 SCALE AS NOTED SHEET NO. SS