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2316 Beachcomber Trl 2014 window 1 4 L �� w Ld � Lq GENERAL NOTES jz (� go co- as 1. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE CODES AND AUTHORITIES HAVING 0 1_ _7 .a z W JURISDICTION OVER THE WORK. L'i n w z " fn w 0. 2. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO COMMENCING, ul09 W CONSTRUCTION, z �, 0. `s Vii.Jr C7 3. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR THIS JOB ONLY, DETAILS SHALL GOVERN z "i__, CONSTRUCTION FOR THIS JOB UNLESS OTHERWISE NOTED ON THE PLANS. s v)CL LL W �J 4. IT IS THE CONTRACTORS RESPONSIBILITY TO PROVIDE ALL TEMPORARY SHORING C BRACINi TO SUPPORT THE 0 c LJ 0 EXISTING STRUCTURAL ELEMENTS IN PLACE DURING CONSTRUCTION. THE STRUCTURE SHOULD NOT BE CONSIDERED STABLE UNTIL ALL STRUCTURAL ELEMENTS HAVE BEEN CONSTRUCTED IN ACCORDANCE WITH THE CONTRACT j DOCUMENTS. CE o__1 w >_ L q z Z DESIGN SPECIFICATION � LJ Z (3 z a z 0DLJ ccU mU DESIGN CODE: 2010 FLORIDA BUILDING CODE - EXISTING BUILDING - ALTERATION LEVEL N Er Q , a U. w OCCUPANCY: RESIDENTIAL GROUP R-3 r CONSTRUCTION: TYPE V =� ('n ow4 z BAST(:; WIND SPEED: 130 MPH J RISK CATEGORY: II z a o Y w WIND EXPOSURE: B - LJ G"1 INTERNAL PRESSURE COEFFICIENT: (-�,�-) 0.18 ENCLOSED BUILDING � � L_ 'o <t MAXIMUM DESIGN C&C WIND PRESSURES (PSF): N/A n v J a; C_j n ` DESIGN LIVE LOADS: w c� a�- SG, V ROOF: 20 PSF 4 z = w � `) Z - W Ln WOOD: 00 � o I cel c. ALL NEW WOOD FRAMING SHALL BE MIN. SYI #2 <t� � 3 L_ LO METAL CONNECTORS: D Li Z O � Ld c' W ALL METAL CONNECTORS SHALL BE SIMPSON STRONG-TIE CONNECTORS UNLESS Z �� Q �y 4 J L:J Z (� OTHERWISE APPROVED BY THE ENGINEER OF RECORD (E.O.R,) METAL W CONNECTORS: (ALL METAL CONNECTORS SHALL BE FASTENED TO MEMBERS PER w�F t�� I , C SIMPSON STRONG-TIE RECOMMENDATIONS w/ MAX. NAILING WHERE APPLICABLE Z w fm � d' Ci) Z -r __ UNUNLESS NOTED OTHERWISE ON THESE PLANS) �-------------------________________.___- � L u) _ t � � i w z t .n { W <t 4 n I < U I { f { m LL- I I r/Jl E;-A I z {il+� .st,,'erzti I MIN, (2)2x4 STUDS BELOW �- -- — EA. END OF HDR. f% E BEARINGom � WALL (TYP.) Z 0 O Q o 0 c D U= W , > _ �,� W Gl �, �I'M 6 27 III m EXIST. STUD (TYP.)---,,,\ \� _ '. CSI NEW 2x4 INFILL ' STUDS © WINDOW a �i LOCATION <CLo CL Q C�d W EXISTING FRONT10 DOOR LOCATION 1 FASTEN EA. EXIST. (2)2x10 HDR. w/ 1/2" — STUD TO NEW HDR, PLYWOOD FLITCH NAILED w 1 LSTA 12 STRAP � . W/(,3) 1063" NAILS @ 12" o.c. LLJ (2)LSTA12 STRAPS v CONTRA(JOR TO i� " Q VERIFY EXIST. UPLIFT CONNECTION ON EA. i END OF HDR. CONTACT THE E.O.R. MIN. (2)2x4 JACK FOR APPROVAL STUDS � � � ` MIN. (2)2x4 KING �i� o �' R E V I 10 1\1 STUDS N0. DATE REVISED �. a o AII HEADER w lit DETAIL A _ --- --- _ HEADER LAN ' SCALE: 1 /2"=1 -0 ' C:' f4 w (tI 7) , „ '.