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1437 W Park Ter (2)2x8 PLATE FASTEN WIND DESIGN CRITERIA AND EACH END TO EXISTING FULL HEIGHT STUDS AT EXTREME COMPONENTS AND CLADDING: ENDS OF BAY WINDOWS WITH BASIC WND SPEED (ASCE 7-05) ——-—-———— 120 MPH DESIGN SPECIFICATIONS. s * ' IMPORTANCE FACTOR----'---------- 1.00 2-A34 ANGLE {1-TOP AND EXISTING owl MEAN ROOF HEIGHT-------------- 15.0 FT 1-BOTTOM). FASTEN PLIES ROOF PITCH ----------------- 7/12 DESIGN CODE: 2007 FLORIDA BUILDING CODE RESIDENTIAL TOGETHER WITH 2—ROWS OFSTUDSBUILDING CATEGORY———————— II------ 10d COMMONS CcD 6" O.C. , EXPOSURE CATEGORY—————————————— B ENCLOSURE CLASSIFICATION -----------ENCLOSED WOOD: ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR SOIL SHALL BE _j 3/4" PLYWOOD. FASTEN TO INTERNAL PRESSURE COEFFICIENT--------- t .te PRESSURE-TREATED. WOOD FRAMING SHALL BE IN ACCORDANCE WITH FBC-R, UNLESS OTHERWISE NOTED HEREIN. PT Lou Pontigo and LUMBER INDICATED IN SECTIONS PRESERVED WITH SODIUM BORATE (DOT-DISODIUM OCTABORATE TETRA HYDRATE). IF 2x4 OUTRIGGERS AND (2)2x4 Associates, Inc. COMPONENTS do CLADDING DESIGN PRESSURES \�", PLATE WITH 0.113X2" GUNAILS HOWEVER, ACO OR NON-DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED © 3►► 0 C. 420 Osceola Avenue TRIBUTARY INTERIOR EDGE STRIP �PSF): GALVANIZED. IF ACZA PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALL BE STAINLESS STEEL. AREA (sf) ZONE (PSF) o' 4'-0 tp +25.9 -28.1 +25.1 -34.7 ax. Beach, Florida 32250 Ph. 242-0908 Fax.241-9557 MEANS AND METHODS: THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL QB. BE RESPONSIBLE FOR CONSTRUCTION FL:CA#8344 SC:CA#3579 50 +23.2 -25.4 +212 -zs.zMEANS, METHODS, TECHNIQUES, PROCEDURES, OR SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY 100 +22.0 -24.2 +22.0 -26.9 OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF THEM TO CONSTRUCT THE WORK IN - TS coNrAcrusw YDLarn��n�El--- CONINIENTSOLP-ACOM 1. ALL COMPONENT do CLADDING WALL ELEMENTS SHALL BE DESIGNED ACCORDANCE WITH THE CONTRACT DOCUMENTS. _ FOR BOTH POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. 2. LINEAR INTERPOLATION IS PERMISSIBLE, LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBIUTIES: THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, WOOD PANEL SHEARWALLS, WALL _ 3. PLUS PRESSURE AND MINUS sucrloN. FRAMING AND REQUIRED SHEATHING. ITEMS NOT DESIGNED WATER PROOFING, ARCHITECTURAL,: MECHANICAL OR ELECTRICAL 4, THE DISTANCE 'a' FROM OUTSIDE CORNERS of BUILDING SHALL BE SYSTEM. NOV 2 3 20 (4)2x4 SYP#2 PLATES DESIGNED FOR EDGE STRIP PRESSURES. 5. DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE FASTEN EACH PLY WITH P 6 3311 RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER dt SHALL MEET VERY IMPORTANT NOTE S �� "I THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. Yz" PLYWOOD GUSSET, 2-ROWS OF 10d COMMONS (2)2x8 PLATE FASTEN � -- - = SEE PROPOSED SECTION. ® 6" O.C. VALID ONLY WHEN EACH END TO EXISTING FULL I -- FASTEN TO 2x4 SIGNATURE IS w BLUE INK HEIGHT STUDS AT EXTREME OUTRIGGER WITH CONT. CD _ Aft RAISED SEAL ENDS OF BAY WINDOWS WITH ADDHESSIVE & 6d j REVISIONS DATE 2x4 OUTRIGGER 1x4 BUCK 2-A34 ANGLE (1-TOP AND COMMONS @ 6" O.C. 0 16" O.C. 1-BOTTOM) 94 ELEVATION VIEW Y2" PLYWOOD GUSSET, SEE DETAIL AT RIGHT 2x4 OUTRIGGERS OVERLAP EACH PLY FASTEN TO 2x4 2x4 BLOCKING ------ AS SHOWN AND OUTRIGGER WITH CONST. BETWEEN EACH FASTEN WITH FIELD ALTERATION ADDHESSIVE & 6d OUTRIGGER COMMONS ® 6" O.C. 2-A34 ANGLE 5-10d COMMONS PONTIGOeASSocNTRACTOR SHALL CONTACT LOU ASSOCIATES PR=M SMUCTLIRAL (1—TOP AND - - --- �,To SWH FIELDWHICH PLYWOOD 1—B O T TOM) C�ONSTTRRUUCTION�CTMLhEMN� FIELD ALTERNATIONS MADE PRIOR TO SOFFIT BRICKLOU VENEER (2)LSTA12 STRAPS �___- B°"�'"�1NALEN INEMM Oft O1�"GOs OVERLAP ASSOCIATES MAY RF.SLJLT IN `� • •` wDOrrI�FCTION FEES. PLATES (HORIZONTAL) AT E TION A—A FASTEN WINDOW HEAD (TYPICAL) CORNERS PLAN VIEW SIMPSON MTS12 0 EACH TO EXISTING SOFFIT FRAMING (2)2x8 CUT DETAIL EXISTING SOFFIT WITH 2-A"x3" LAG SCREWS. EXISTING SECTION AT CORNER FRAMING INSTALLED IN Ye" PRE-DRILLED STUDS HOLES (24" O.C. MIN) 2x4 BLOCKING ,► BOTTOM 0 F WINDOW t� 0 24 O,C, 12 PLYWOOD WALL I [� OVERLAP CORNERS SHEATHING BOTH SIDES FRAMING PLAN (4)2x4 SYP#2 PLATES OF (4)2x4 PLATES FASTEN EACH PLY WITH PER DETAIL ABOVE „ 1,-6;" t" OF WINDOW HEAD. FASTEN _ 2-ROWS OF 10d COMMONS 1'-10" i. (SON FRAMING WITH 0.113x2 ,, I 0 6" O.C. 3U NA LS 0 3 O.C. LLJ KEj x ►� 1 EXISTING v� � TOP PAT . . z TO REMAIN �_ .N ' �2 L TA12 ST1 AP5 . , I - - =At* '041 iCD Y2„ PLYWOOD WALL ( ) EXISTING : HORIZONTALAT CCORNERSSHEATHING BOTH SIDES w HEADER TO REMAIN OF WINDOW HEAD. FASTEN (4)2x4 SYP#2 PLATE 2-SIMPSON LSTA12 X TO FRAMING WITH 0.113x2" J O - " FASTEN EACH PLY WITH I GUN NAILS @ 3" O.C. Q �4 PLYWOOD. FASTEN TO VERT. STRAPS. TOP ► 2x4 OUTRIGGERS AND (2)2x8 2-ROWS OF 10d COMMONS AND BOT. OF CORNER LU Y2 PLYWOOD PLATE WITH 0.113x2" GUNAILS e ® 6" O.C. e STUDS GUSSET CUT DETAIL " ® 3 O.C. N I I I „ o Z 0 2 ROWS OF 0.113x2 Un Z 4 9 ;!, PROVIDE (2)2X4 GUNAILS ® 3 O.C. IROUGOUTRIGGERS WITH ° VERY IMPORTANT NOTE 110LS PLYWOOD GUSSET DIRECTLY BELOW J `i TOENA(2)2x8 PLATE FASTEN 1x4 BUCK CORNER STUDS 00 EACH END TO EXISTING FULL `i' Y2" PLYWOOD WALL (2)2x4 SPF#2 >= HEIGHT STUDS AT EXTREME q oI (1)LSTA12 STRAPS STUDS SHEATHING. FASTEN ENDS OF BAY WINDOWS WITH A TO FRAMING WITH 0.113x2" ` (HORIZONTAL) AT 2-A34 ANGLE (1_BOTTOM TOP AND GUN NAILS ® 3" O.C. CORNERS --I 7 GAUGE SIMPSON ° ° ^ '� -~4 1212HL STRAP AT EACH PLWOOD GUSSET zr a (16" O.C.) 2x4 BLOCKING I I ~- BETWEf:N EACH I I SIMPSON HGA10KT WITH I OUTRIGGER 4—SDS A%%" SCREWS I AT EACH GUSSET Yz" PLYWOOD I (2)LSTA12 STRAPS a PROVIDE (2)2X4 OUTRIGGERS L(HORIZONTAL) AT S�TINDEX ~~� WITH PLYWOOD GUSSET --� P.T. SOLE PLATE CORNERS DIRECTLY BELOW CORNER STUDS BRICK S1.0 BAY NANDOW PLAN FASTEN TO CONC. VENEER WITH Y4"x3" TAPCONS � PLYWOOD GUSSET, ® 6" O.C. SEE DETAIL AT ABOVE. FASTEN TO 2x4 OUTRIGGER WITH CONST. ADDHESSIVE & 6d COMMONS ® 6" O.C. WINDOW PROPOSED I DO NOT SCALE DN��3 N EA610P6 FROM THESE DRAWINGS.IF A DNAENSION 6 EXI STI G 11 1 11 ''I'll\/ UNCLEAR REFER TO THE ARCHI7ECTLRAL DRAWINGS Im CONTACT THE EO R SECTIONSECTI ON REVIEWED FOR CODE COMPLIANCE — PLAN NAME CITY OF ATLANTIC BEACH BAY WINDOW VERY IMPORTANT NOTE SEE pERMITS FOR ADDITIONAL DESIGN/DRAWNKHECKED REQUIREMENTS AND CONDITIO/N�S. CS CS LAP BY: /'J'1 DATE:-Z DATE ALL NEW WINDOW AND DOOR OPENINGS CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS 1SCA E9 I, ARE LOBATED IN THE WIND—BORNE DEBRIS REGION PRIOR TO CONSTRUCTION. DIMENSION ARE SHOWN AS NOTED AND SHALL BE PROECTED PER SECTION R301 . 2. 1 . 2 ON THIS PLAN FOR ESTIMATION PURPOSES ONLY. JOB NO. IT IS THE CONTRACTORS RESPONSIBILITY TO FINALIZE . OF THE ' 2007 FLORIDA BUILDING CODE (RESIDENTIAL) DIMENSIONS PRIOR TO ORDERING MATERIALS SHEET r FILE COPY S190 !37 . ».A.,.m,�.. .. SHEET 1 OF 1