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WS-09-1208_Plans r G REVIS ONS REF. DA_TE BY Q G C, 0 c: ? c c M O P r P � u F O P � d' N CV Cf) W lei 0 W O J U -J co M (nL— } MP I:p 43 43 PA 1E IF 1E I s w-, IRAqL IVI IKI =) - -�S Ol1JQ� W Q C i� -®�L1. Qca 30) 071 -j0_ ��`` O z � j V V.- J; T ERO Ir I w M E N M a l p 0 w I S P L <Y ^ V Q �W 3 It N LO a OO 3 I IN E 1 g o % 15 - Tff ME: E I u l MIAM � tl HffuEnM0t:5 w F O� U Aim 1 T K I " u wdm ' m H T Z W �co U P re U ALL IDEAS, DRAWINGS, PLANS AND ARRANGEMENTS INDICATED OR REPRESENTED BY THESE DRAWINGS ARE OWNED BY AND THE PROPERTY OF THE ARCHITECT OR ENGINEER OF RECORD. THEY WERE CREATED FOR AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. THE IDEAS, DESIGNS, DRAWINGS, PLANS AND ARRANGEMENTS OF THE SPECIFIED PROJECT SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSONS, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF THE ARCHITECT OR ENGINEER OF RECORD. W L C O O Cover Sheet, . . . . . . T5-1 I � I W Notes Sheet. . . , . . . ALI f Site Plan. . . . . . . . . . . . . .,42.sa Demolition Plan . . . . . , . ..42.1 u First Floor Plan. , . . . . . . ,42.2 Ov Exterior Elevations . . . . . , .,43.E Concrete l5ucks Plan . . . . . . . ,44.0 A 1 m R" EY I A T 10 N L Eu E n N E D n n ABV ABOVE CRS COURSE (S) FR FRAME (D), (ING) MH MANHOLE RL RAIL (ING) UC UNDERCUT AFF ABOVE FINISHED FLOOR CFM CUBIC FEET PER MINUTE FUR FURRED (ING) MFR MANUFACTURE (ER) RR RAILROAD UL UNDERWRITER'S LABORATORY ACC ACCESS cur-T. CUBIC FOOT MKBD MARKER BOARD REF REFERENCE UR URINAL 1 � r^ ACOU ACOUSTICAL C CUBIC ', A RP GA GAGE, GAUGE MAS MASONRY REFR REFRIGERATOR UON UNLESS OTHERWISE NOTED l l C ) APC ACOUSTICAL PANEL CEILING GALV GALVANIZED MO MASONRY OPENING REINF REINFORCE (D), (INC.;) rr ,, L1 ADD ADDENPUM DEMO DEMOLISH DEMOLITION GC GENERAL CONTRACTOR MAX MAXIMUM RCP REINFORCED CONCRETE PIPE VERT VERTICAL 6 4 ADJ ADJACENT DTL DETAIL GL GLASS, GLAZING MECH MECHANIC (AL) REQ'D QU VCt RE IRED VINYL COMPOSITION TILE P4 � .+ A/C AIR CONDITIONING DIAG DIAGONAL GB GRAB BAR MED MEDIUM RA RETURN AIR VOL VOLUME ALT ALTERNATE DIA, DIAMETER GWB GYPSUM WALLBOARD MTL METAL REV REVISION (S), REVISED AL, ALUM ALUMINUM DIM DIMENSION MIN MINIMUM RH RIGHT HAND WC WATER CLOSET ANC ANCHOR, ANCHORAGE DIV DIVISION HDW HARDWARE MISC MISCELLANEOUS R/W RIGHT OF WAY WH WATER HEATER ® �I Ag ANCHOR BOLT DR DOOR HTG HEATING MULL MULLION RD ROOF DRAIN WP WATER PROOFING ® 0 / ANGLE DBL DOUBLE HVAC HEATING/VENTILATING /AIR COND. RM ROOM WT WEIGHT ANOD ANODIZED DN DOWN HT HEIGHT NRC NOISE REDUCTION COEFFICIENT RO ROUGH OPENING WWF WELDED WIRE FABRIC ARCH ARCHITECT (URAL) D8 DOWN SPOUT HC HOLLOW CORE NOM NOMINAL W WEST AUTO AUTOMATIC D DRAIN H HIGH N NORTH SCH SCHEDULE W WIDTH, WIDE E I AVE AVENUE DWR DRAWER HM HOLLOW METAL NIC NOT IN CONTRACT SEC SECTION W/ WITH AVG AVERAGE DWG DRAWING HMF HOLLOW METAL FRAME NTS NOT TO SCALE SHT SHEET W/O WITHOUT DF DRINKING FOUNTAIN HORZ HORIZONTAL NO, NUMBER SH SHELF, SHELVING WD WOOD BM BEAM OW DISHWASHER HB HOSE BIBS SIM SIMILAR BLK BLOCK HR HOUR OC ON CENTER (5) SLD STUDENT LEARNING DISABILITIES yp YARD �{ BLKG BLOCKING OPG OPENING SC SOLID GORE Bp BOARD EA EACH IN INCH OFF OPPOSITE S SOUTH BOT BOTTOM E EAST INCAN INCANDESCENT OA OVERALL STC SOUND TRANSMITTANCE COEFFICIENT 15R3 BEARING ELEC ELECTRIC (AL) INCL INCLUDE (D) (ING) OH OVERHEAD SPEC SPECIFICATION (S) BLDG. BUILDING EWC ELECTRIC WATER COOLER INSUL INSULATION OZ OUNCE SPKR SPRINKLER BUR BUILT UP ROOFING EWH ELECTRIC WATER HEATER ID INSIDE DIAMETER OD OUTSIDE DIAMETER SQ SQUARE ELEV ELEVATION INT INTERIOR 65 STAINLESS STEEL CAB CABINET EL ELEVATOR INV INVERT PNL PANEL STD STANDARD CB CATCH BASIN EMER EMERGENCY PTD PAPER TOWEL DISPENSER STL STEEL CI CAST IRON EQ EQUAL JT JOINT PTR PAPER TOWEL RECEPTOR ST STREET DESIGN C.W.F. CLG CEILING EXH EXHAUST PKG PARKING STO STORAGE DESIGN DWG DVW GEM CEMENT EXIST EXISTING KIT KITCHEN PVMT PAVEMENT STIR STRUCTURAL EXPJT, EJ EXPANSION JOINT PLAS PLASTIC 5U5P SUSPENDED WORKING DWG DVW CER CERAMIC EXT EXTERIOR LAB LABORATORY PLAM PLASTIC LAMINATE SYS SYSTEM BID REVIEW DVW CT CERAMIC TILE LAM LAMINATE (D) PL PLATE I LAVATORY PWD PLYWOOD ' TKBD TACKBOARD PERMIT REVIEW DVW CIR CIRCLE FIN FINISH (ED) LW LEFT HAND PVC POLYVINYL CHLORIDE TEL TELEPHONE CCTV CLOSED CIRCUIT TELEVISION FIFE FINISH FLOOR ELEVATION L LENGTH PCF POUNDS PER CUBIC FOOT TV TELEVISION ISSUE DATE 07 -19 -09 CLO CLOSET FFL FINISH FLOOR LINE LLV LONG LEG VERTICAL PSF POUNDS PER SQUARE FOOT THK THICK (NESS) SCALE AS NOTED COL COLUMN FA FIRE ALARM LLH LONG LEG HORIZONTAL P51 POUNDS PER SQUARE INCH THR THRESHOLD GONG CONCRETE FE FIRE EXTINGUISHER LT LIGHT PT PRESSURE TREATED TPD TOILET PAPER DISPENSER JOB NO. 20090717 CMU CONCRETE MASONRY UNIT FEC FIRE EXTINGUISHER CABINET LVR LOUVER PREFAB PREFABRICATE (D) T /SL TOP OF SLAB CONST CONSTRUCTION FH FIRE HYDRANT PL PROPERTY LINE T /ST TOP OF STEEL SHEET CONT CONTINUOUS OR CONTINUE FL FLOOR (ING) T/W TOP OF WALL CONTR CONTRACT (OR) FD FLOOR DRAIN QT QUARRY TILE TB TOWEL BAR CJ CONTROL JOINT FLUB FLUORESCENT T TREAD L CORR CORRUGATED FND FOUNDATION R RADIUS TYP TYPICAL T S-1 EXTERIOR AHITECTURAL WOODWORK REVISIONS CONTINUE FROM SHEET A•1. REF. DATE BY F. F STENERS GENERAL A. SECTION REQUIREMENTS BUILDING DEPARTMENT COMMENT 0 07 -23 -09 DVW EXECUTION i. Fasteners of size and type indicated. Where carpentry is expo ed to i. Submit Shop Drawings. weather, in ground contact, or in area of high relative humi ty, provide ii. Quality Standard: Architectural Woodwork Institute's chitectural A. IN TALLATION fasteners with a hot -dip zinc coating per ASTM A 153 or o Type 304 Woodwork Quality Standards" GENERAL NOTES: i. Fit rough carpentry to other construction; scribe and cope or accurate fit. stainless steel. PRODUCTS 9 P Y P 1. WRITTEN DIMENSIONS IN THESE DRAWINGS SHALL TAKE PRECEDENCE OVER SCALED Correlate location of furring, blocking, and similar support to allow (1) Power - Driven Fasteners: CABO NER -272. A. TERIALS DIMENSIONS. CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS, attachment of other construction. DETAILS AND OR CONDITIONS ON THE JOB WHICH REQUIRE THE ARCHITECT OR ENGINEER EXECUTION i. Hardboard: AHA A135.4. OF RECORDS CLARIFICATION AND OR CORRECTION. THE ARCHITECT OR ENGINEER OF ii. S curely attach rough carpentry work to substrate by anc oring and RECORD IS TO BE NOTIFIED BY THE CONTRACTOR PRIOR TO THE CONSTRUCTION OF ANY astening as indicated, complying with the following: A. INSTALL TION R . Softwood Plywood: PS 1. VARIATIONS OR DISCREPANCY OF THE DIMENSIONS, DETAILS OR CONDITIONS WHICH ARE NOT CLEAR OR SHOWN BY THESE DRAWINGS. THE BUILDER SHALL BE RESPONSIBLE FOR (1) CABO NER -272 for power- driven staples, P -nails and allied I. Fit rpentry to other construction; scribe and cope for accurate fit. iii. eservative Treatment: Comply with NWWDA I.S.4 for items indicated OBTAINING FROM THE ARCHITECT OR ENGINEER OF RECORD AND OR ANY GOVERNMENTAL fasteners. Cor late location of furring, blocking, and similar sup p its to allow to receive water - repellent preservative treatme t. AUTHORITIES ANY CLARIFICATIONS AND CORRECTIONS TO THESE DRAWINGS THAT ARE NOT 2 Published requirements of 'metal framing anchor manufacturer. atta hment of other construction. M „ o OF ALL CLARIFICATIONS AND CORRECTIONS ARE NOT THE RESPONSIBILITY OF THE OWNER o c_ rn Code ii. Securel attach carpentry work as indicated and accor ing to applicable jj. EXTERIO WOODWORK OR THE ARCHITECT OR ENGINEER OF RECORD. ALL EXTRAS OR CHANGES INCLUDING r w 00 iii. Use ho -dip galvanized or stainless - steel nails where ough carpentry is codes and recognized standards. i. Co plete fabrication before shipping to Proje site to maximum extent COSTS SHALL BE APPROVED BY THE OWNER AND THE ARCHITECT OR ENGINEER OF w CO E N rn o M N 9 F. expo d to weather, in ground contact, or in area of high relative o sible. Disassemble only as needed for s lipping pping and installing. Where RECORD PRIOR TO THE CONSTRUCTION OF SAID EXTRAS OR CHANGES. IT IS THE J � o M co p humid ty. iii. Countersin nail heads on exposed carpentry work an fill holes with no ssary for fitting at Project site, provid for scribing and trimming. BUILDERS RESPONSIBILITY TO MAINTAIN A CONSTRUCTION SUPERVISOR ON THE JOB AT U) U- >" CO wood fil r. ALL TIMES. THE CONSTRUCTION SUPERVISOR SHALL BE AWARE OF AND FOLLOW THE _ p j Q " iv. Installati n of Structural -Use Panels: Comply wit applicable (1) Assemble casings in plant unless lim tations of access to place of (INTENT OF THE DESIGN AT ALL TIMES. WHEN IN QUESTION THE ARCHITECT OR ENGINEER Z U i _ recomm ndations contained in APA Form No. E3 and as follows: iv. Installation of Structural -Use Panels: Com I wit a licable w Q c Of Comply PP installation require field assembly. OF RECORD SHALL BE THE INTERPRETER OF THE INTENT OF THE DESIGN. ALL EXISTING w �, u- o p �-"- recommen ations contained in APA Form No. E3 SURFACE OVERHEAG AND SUBSURFACE CONDITIONS WHICH ARE NOT FORESEEN OR Q CO `� rn 0 Z -' o 0 (1) Co ination Subflooring- Underlayment: G e and nail to ii. Backout or groove backs of flat trim me bers, and kerf backs of other PREDICTED ON THESE DRAWINGS, WHICH MIGHT CAUSE LIABILITY, COSTS, OBLIGATIONS, OR = tJ° Z 0 w rn fro ing. V. Install wood trim with minimum number of joint practical, using full- wide, f t members, except for member with ends exposed in finished DELAYS ARE THE OWNERS RESPONSIBILITY. ALL OWNER'S INSTRUCTIONS TO THE 0 W c ti o � d 00 (2) Subfl oring: Glue and nail to framing. length piec from maximum lengths of lumbe available. Cope at Work. CONTRACTOR BE MADE THROUGH THE ARCHITECT OR ENGINEER OF RECORD. THE Lq � co Q M (3) Sheat ing: Nail to framing. returns and iter at corners to produce tight fitting joints with full- U Q CONTRACTOR IS RESPONSIBLE TO KNOW ALL CURRENT CODES. u) w 3 f- M (4) Under yment: Nail or staple to subfl ring. surface cont ct throughout length of joint. se scarf joints for end -to -end iii. Exterior St riding and Running Trim: Pr mium Grade, made from any L U") vNOTE: Wood -based S ructural -use Panel Roof joints. closed -grain hardwood listed in referenced woodworking standard]. 0 2. The general Contractor (GC) shall verify all existing conditions in the field prior to the � Sheathing Shall Be Rated For Exposure #1 iv. Exterior Ornamental Work: Premium Grade, made from any closed- a Have A Minimu Nominal Thickness Of (1) Match col rand grain pattern across ints. grain hardwoo ist d Q woodw orking standard. bid &execution of any work. The G.C. shall carefully survey the existing job conditions Have Inches And Shall Be Continuous (2) Install trim after gypsum board joint finishing operations are to verify them, and the G.C. shall require all of the sub - contractors to do the some. Over Two Or More S ans With Face Gran completed. v. Exterior Frame an J um Grade, made from an closed - P (3) Install to toler e of / i c i 96 inches (3 mm in 2400 mm) any The GC shall verify all dimensions in the field - on site dimensions take priority over all. Perpendicular To Sup is an R ti g grain hardwood listed in referenced woodworking standard. Use survey to verify. for level and u nst II a joining trim with 1/32-inch 0.8- Y Y PANEL INDENTIFICATfO E Is 2/ 6. P J 9 / ( J P mm maximu of et flu installation and 1 16 -inch 1.6- vi. Shop prime Uod o or n is with one coat of specified wood 4. Any discrepancies between the contract documents and existing conditions shall be W Maximum Span If Blo k e Ed / Supports Is 32 ". Maximum Span Without mm maximum offset for reveal installation. primer. reported to the architect prior to the GC's execution of any work. � I- Edge Support Is (1) Backprime with one coat of primer. Apply 2 coats to items W UM Type CDX. WOOD ROOF TRUSSES ins ailed over concrete or maso ry. 5. Refer to the structural drawings for all- structural sizes and information (all Dimensions shown in the W ~ (1) 8d ring sh k ai E i I. 2 (2) At gable ends, use 8d ring shank nail at 4" o.c. typical , vii. Shop seal woodwork for transparent finis with stain (if required), other architectural drawings are for location purposes only). } �� f first hree trusses. GENERAL require pretreatments, and first coat f specified finish. 6. All work shall conform to the code, County planning agency, in addition to all codes, � QQ Vi. Nailing at win ows. A. SECTION REQUIREM TS (1) ackprime with one coat of sealer ompatible with finish. Apply (,federal, state and local regu!ations). Hurricane calcs are to be followed. C j EXECUTION 2 coats to items installed over con rete or masonry. 7. The building shall comply with all current energy re quirements and calculations. (1) Width -3" or smaller use 2- .097 "� x "long nails at 16" o.c. 9 P Y 9Y q i. Engineer, fob Cate, and erect metal - plate -con ected wood trusses to - fou sides i A. INSTALLAT N withstand d sign loads without exceeding defle tion limits of 8:. All dimensions are from face of studs unless otherwise noted. . Inst I woodwork to comply with AWI Section 170 for grade specified. vii. Nailing at s ding glass doors. ANSI /TPI 1 National Design Standard for Meta Plate- Connected ii. In I woodwork level plumb, true, and strai t. Shim as required with Wood Trus Construction." , P g q 9. Tlhe GC sha!I ensure that existing work on the site is protected at all times. And shall replace and (1) use 2- .097 "N x21" long nails at 16" O.C. c cealed shims. Install to a tolerance of 8 inch in 96 inches (3 mm in damaged work to the satisfaction of the owner. top and bottom and at fixed jamb. ii. In addition to Product Data, submit Shop Drawings and structural 2 00 mm) for level and plumb. w analysis ota, signed and sealed by a qualified pr fessional engineer iii. Scr e and cut woodwork to fit adjoining work, al cut surfaces, and 10. The GC shall be responsible for the design, construction and coordination of all mechanical, MISCELLANEOUS CARPENTRY engaged by the fabricator who is registered in Flo Ida. epair damaged finish at cuts. electrical, plumbing and fire protection work. This includes any drawings, shop drawings, details, PRODUCTS iv. I stall trim with minimum number of joints poss le, using full - length calculations ect, that may be required to properly execute this work. pieces to the greatest extent possible. Stagge joints in adjacent and iii. Engage fabricator who participates in a recognized ality- assurance MASONRY related members. Location of lighting devices, mechanical equipment, plumbing fixtures, and fire - protection A. LUMBER, NERAL progr m that involves inspection by an independent specting and testing devices show on the architectural drawings are for location reference only. agen y acceptable to authorities having jurisdiction. GENERAL O i. Dres ed lumber, S4S, 19 percent maximum moisture ontent for 2 -inch A. S TION REQUIREMENTS Locations, quantities and code compliance of all electrical, mechanical, plumbing and fire - (3 - mm) thickness or less, marked with grade stam of inspec 'on Iv. Comp y with ANSI /TPI 1; TPI HIB, Commentary and i. Minimum compressive strength of block shall be 20 0 psi (net area). protection devices are the sole responsibility of the GC. Rec mmendations for Handling Installing & Bracing Met I Plate a ency. Co nected Wood Trusses "; and AFPA's "National Design Specificati iihall be 1500 psi, relocations, additions or indications to be made in the mechanical, electrical, plumbing and W fo Wood Construction" and its "Supplement." . Minimum prism strenght (f m) s ps, U.O. . B. THE T MATERIALS pp fire - protection systems as required by the building inspector or regulatory agencies, or visable iii. Mortar for masonry shall bet e S or M. existing conditions shall be performed by the GC at no additional expense to the owner. i. reservative- Treated Materials: AWPA C2 lumber and A PA C V. C mply with the following: all existing abandoned electrical, mecanical, systems are to be removed from job -site. lywood, labeled by an inspection agency approved by A C's Board of iv. Grout for block cell fill shall have a minimum compressi e strength 11. The architect is not responsible for the coordination, completeness, locations, or content of any eview. After treatment, kiln -dry lumber and plywood t 1 and 15 WL Top Chord 20psf of 3000 psi at 28 days. consultants of contractors. p rcent moisture content, respectively. Treat indicated it s and the Bottom Chord 5psf f lowin 12. All interior non -load bearing partitions shall be comprised of 2x4 wood or metal studs ® 16" o.c. or g' WD Top Chord 20psf as shown. (1 Wood members in connection with roofing, flashing, v or Bottom Chord 5psf 13. Paint: all painted surfaces to receive 1 - primer coat, and 1- finish coat. Colors to be selected by the barriers, and waterproofing. Wind 110 mph GENERAL DESIGN CRITERIA owner Concealed members in contact with masonry or co cre e. 1 3) Wood framing members less than 18 inches (460 m) bove Top ord of trusses to be # 2 Southern Pine FLORIDA BUILDING CODE 2007 WITH 2006 SUPPLEMENTS 16. At exterior building joints shall be filled with sealant. grade. PRODUCTS (4) ood floor plates installed over concrete slabs di r ctly in contact AMERICAN NATIONAL STANDARD ANSI/ASCE 7 -05 ith earth. A. MATERIALS NATIONAL ELECTRICAL CODE (CURRENT) 2006 24. This set of contract documents incorporates hurricane or structural calculations, and energy use • ii. Fire -Reta dont Treated Materials: AWPA C20 lumber nd AWPA C27 L Dimension umber: Comply with DOC PS 20, "American oftwood BASIC WIND SPEED = 146 MPH, WIND EXPOSURE CATAGORY = "C" calculations (by others) .Paid by owner. plywood, interior Type A treatment, labeled by a tes ing and inspecting Lumber St ndard," any species, graded visually or mec anically. DESIGN WIND SPEED = 146 MPH, IMPORTANCE FACTOR = 1.00 25. All exterior windows cre per energy calculations. agency a ceptable to authorities having jurisdiction. ii. Connector PI es: Structural - quality steel sheet, zinc c ated, complying 26. Architect is here by given access to make photographs, videos, images etc. of project & promote & C. LUMBER ALL DOORS AND WINDOWS MUST COMPLY WITH FBC2007 WIND LOADING with ASTM 653, Grade 33, G60 (ASTM A 653M, G ode 230, Z1 80) publish such images and articles in a free and unrestricted manner, place 3'0" x 4'0" sign at site front i. Interior Parti ion Framing: Standard, Stud, or No. 3 grade: Mixed coating desi ation; at least 0.0359 inch (0.91 mm) thick. REQUIREMENTS, INCLUDING THE MANUFACTURER'S RECOMMENDED as needed by architect. ATTACHMENTS southern pi : SPIB iii. Fasteners: Hot dip galvanized per ASTM A 153 or s inless steel, Type 27. (One note on one drawing is applicable to all drawings 00 304 or 316 w ere exposed to weather or to high elative humidities. LIVE LOADS SHALL BE IN ACCORDANCE WITH TABLES 1604.1, 1604.3 w E"+ ii. Other Framing: Construction or No. 2 grade: S uthern pine: SPIB B AND T 28 The architect i the final interpreter f the drawing d discrepancies AALE 1604.6 OF THE FLORIDA BUILDING CODE 2007 . s e nanerpreer oe rawng an any screpances there in. Size and type i dicated. � � � � iii. Exposed Boards: Match Existing. SOIL BEARING CAPACITY ASSUMED TO BE A MINIMUM OF 2500 PSF 29. (On remodels all materials, textures and colors are to match existing, to completely blend in visually iv. Metal Framing An hors: Manufactured from hot- ip, zinc- coated steel IU.O.N. On new homes all materials, textures and colors are to match neiborhood association rules and iv. Concealed Board Mixed southern pine, No. sheet complying ith ASTM A 653, G60 (ASTM 653M, Z180) or codes of any kind governing such things. coating designati ; structural, commercial, or ck- forming quality, as GENERAL NOTES 30. 'WARNING E� standard with ma facturer for type of anchor indicated. LEAVE 2 SPACES MIN AS SPARE ON ALL ELECTRICAL PANELS 'THE STRUCTURAL INTEGRITY OF THE ADDITION SHOWN ON THESE PLANS IS DEPENDENT UPON COMPLETION V. Miscellaneous Lumber: No. 3 or Standard rode of an a Hailers, blocki and N r b g Y species for .ACCORDING TO PLANS AND SPECIFICATIONS. STRUCTURAL MEMBERS ARE NOT SELF - SUPPORTING DURING I� B. FABRICATION GENERAL CONTRACTOR SHALL VERIFY LOCATION OF ALL MECHANICAL 'CONSTRUCTION AND REQUIRE TEMPORARY BRACING UNTIL PERMANENTLY AFFIXED TO STRUCTURE AS E­ LINES BEFORE CASTING FOUNDATIONS OR CAST PROTECTION AROUND (DIRECTED. THE STRUCTURAL ENGINEER ASSUMES NO LIABILITY FOR THE STRUCTURE DURING L Fabricate wood trusses it nu ctu ing tolerances of ANSI /TPI 1 (CONSTRUCTION, UNLESS THE CONSTRUCTION METHOD AND BRACING ARE INCLUDED IN THE PLANS AND E"( C/) D. INTERIOR WOOD TRIM and connect truss me er b al nnector plates. LINES AS REQUIRED. CONTRACTOR TO HAVE SURVEYORS TO SHOOT LINES FOR PLACEMENT 'SPECIFICATIONS OR ARE SUPERVISED BY THE STRUCTURAL ENGINEER DURING CONSTRUCTION. Ea er v Si mo how ite lodgepole, ponderosa, or ii. Contractor responsibl e ' as built job conditions. sugar pine; grade & Ble r pr me. OF FOUNDATIONS TO VERIFY THEY ARE WITHIN GOVERNMENT SETBACKS & 31. V �Nork shall comply with 2007 building code and 2005 additions and suppliments i. Softwood Trim: I GOVERNMENT UTILITY EASEMENTS. ii. Wood Molding Patterns: Stock moldings indicated, made to patterns o s to fit included in WMM A WM 7 and graded under MMPA WM 4; N- EXECUTION ALL FILL UNDER SLABS AND FOUNDATIONS SHALL BE COMPACTED TO 95% Grade for trans orent finish. OF MAXIMUM DENSITY (MODIFIED PROCTOR TEST) AT OPTIMUM MOISTURE E­4 CONTENT. iii. Clothes Rods: 1 1/2 - inch - (38 - mm - ) diamete , clear, kiln - dried A. INSTALLATION FOUNDATION DESIGN BASIS hardwood rod . CONTINUOUS STRIP FOOTINGS AND SPREAD FOOTINGS ARE DESIGNED WITH i. Install and brace trusses according to recommend ions of TPI. Space AN ALLOWABLE SOIL BEARING PRESSURE OF 2500 PSF trusses as indi ated; install plumb, square, and tr e to line; and securely E. PANEL PRODUCTS fasten to sup orting construction. i. Wood -Base Structural -Use Panels: DOC PS 2. rovide plywood ii. Anchor trusses securely at all bearing points using m tal framing anchors complying with DOC PS 1, where plywood is indicat d. and fastens curely. (1) Fac ry mark panels evidencing compliance wit grade iii. Securely Conn ct each truss ply required for forming bui t -up girder re irements. trusses. chor trusses to girder trusses. (2) Mi ellaneous Concealed Panels: APA -rated .sh athing, E posure 1, span rating to suit framing in each location. iv. Install and asten permanent bracing during truss erectio . Anchor ends (3) M scelloneous Exposed Plywood: A -D Interior, th ckness as of perma ent bracing where terminating at walls or beo s. DESIGN C.W.F. dicated. Wood- used Structural -use Panel Roof V. Install w od trusses within installation tolerances of ANSI TPI DESIGN DWG DVW Sheat ng Shall Be Rated For Exposure # 1. Do of alter, cut, or remove truss members. Have Minimum Nominal Thickness Of WORKING DWG DVW 19/3 Inches And. Shall Be Continuous vi. Remove and replace wood trusses that are damaged or defi ient. BID REVIEW DVW Over Two Or More Spans With Face Grain PERMIT REVIEW DVW Per p ndicular To Supports. Span Rating vii. Provide mi mum 1x4 bracing of all 2x members at a maximum o 8' -0" o.c. PA L INDENTIFICATION INDEX Is 32/16. g ISSUE DATE 07 -19 -09 Ma imum Span If Block Or Other Edge including b ttom chord of trusses and diagonal members. Indicate II reactions Su ports Is 32 ". Maximum Span Without including plift. Indicate wind velocity, height above grade, and con ections SCALE AS NOTED E ge Support Is 28 ". Plywood To Be of trusse to trusses, including valley sets. T pe CDX. JOB N0. 20090717 NOTE: THE TR S LAYOUT SHOWN ON THE DRAWINGS MAY BE ALTERED BY E ii. articleboard: Comply with and factory mark each panel accor ing to TRUSS UPPLIER PROVIDED THAT THE ENGINEER OF RECORD IS NOTIFI SHEET ANSI A208.1. OF AN REVISIONS TO THE ROOF SUPPORT LOCATIONS. (1) Particleboard Underlayment: Grade PBU. IF TH TRUSS SUPPLIER MAKES REVISIONS WITHOUT NOTIFICATION TO TH ENGI ER, THE TRUSS SUPPLIER ASSUMES FULL RESPONSIBILITY FOR TH iii. Hardboard Underla ym en t: ANSI /AHA A135.4, Class 4 (Service), S1 STIR U TURAL DESIGN OF THE SUBSTRUCTURE, INCLUDING WALLS, POSTS, AND FOUNDATIONS. EXTERIOR AR HITECTURAL WOODWORK RL`VS ONS �� _F DATA BY CONTINUE FROM SHEET A•1 °0 F. F STENERS GENERAL A. SECTION REQUIREMENTS EXECUTION i. Fasteners of size and type indicated. Where carpentry is expo ed to i. Submit Shop Drawings. weather, in ground contact, or in area of high relative humi ty, provide if. Quality Standard: Architectural Woodwork Institute's chitectural G ` A. IN TALLATION fasteners with a hot -dip zinc coating per ASTM A 153 or o Type 304 Woodwork Quality Standards" GENERAL NOTES: 4, ` i. Fit rough carpentry to other construction; scribe and cope or accurate fit. stainless steel. PRODUCTS 1. WRITTEN DIMENSIONS IN THESE DRAWINGS SHALL TAKE PRECEDENCE OVER SCALED Correlate location of furring, blocking, and similar support to allow (1) Power - Driven Fasteners: CABO NER -272. A. TERIALS DIMENSIONS. CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS, attachment of other construction. DETAILS AND OR CONDITIONS ON THE JOB WHICH REQUIRE THE ARCHITECT OR ENGINEER EXECUTION i. Hardboard: AHA A135.4. OF RECORDS CLARIFICATION AND OR CORRECTION. THE ARCHITECT OR ENGINEER OF ii. S curely attach rough carpentry work to substrate by anc oring and RECORD IS TO BE NOTIFIED BY THE CONTRACTOR PRIOR TO THE CONSTRUCTION OF ANY astening as indicated, complying with the following: A. INSTALL TION ii. Softwood Plywood: PS 1. VARIATIONS OR DISCREPANCY OF THE DIMENSIONS, DETAILS OR CONDITIONS WHICH ARE NOT CLEAR OR SHOWN BY THESE DRAWINGS. THE BUILDER SHALL BE RESPONSIBLE FOR (1) CABO NER -272 for power - driven staples, P -nails and allied I. Fit rpentry to other construction; scribe and cope for accurate fit. iii. eservative Treatment: Comply with NWWDA I.S.4 for items indicated OBTAINING FROM THE ARCHITECT OR ENGINEER OF RECORD AND OR ANY GOVERNMENTAL fasteners. Cor late location of furring, blocking, and similar sup p its to allow to receive water- repellent preservative treatme t. AUTHORITIES ANY CLARIFICATIONS AND CORRECTIONS TO THESE DRAWINGS THAT ARE NOT � 2) Published requirements of metal framing anchor manufacturer. atta hment of other construction. iv. F steners for Exterior Woodwork: hot -dip golva ized steel nails. CLEAR OR CORRECT BUT THAT ARE DEEMED NECESSARY FOR THE PROJECT. THE COST M o 3) "Table 1705.1 -- Fastening Schedule" of the St ndard Building OF ALL CLARIFICATIONS AND CORRECTIONS ARE NOT THE RESPONSIBILITY OF THE OWNER o t- o� rn Code ii. Securel attach carpentry work as indicated and accor ing to applicable jj. EXTERIO WOODWORK OR THE ARCHITECT OR ENGINEER OF RECORD. ALL EXTRAS OR CHANGES INCLUDING V 00 LU iii. Use ho -dip galvanized or stainless -steel nails where ough carpentry is codes and recognized standards. i. Co plete fabrication before shipping to Proje site to maximum extent COSTS SHALL BE APPROVED BY THE OWNER AND THE ARCHITECT OR ENGINEER OF f_ M o � N expo 9 9 o d to weather, in round contact, or in area of high relative po Bible Disassemble only as needed for ipping and installing. Where RECORD PRIOR TO THE CONSTRUCTION OF SAID EXTRAS OR CHANGES. IT IS THE � � J ° M M . � . iii. Countersin nail heads on exposed carpentry work an fill holes with LU �- _ ,� 0 43 CO humid t Y P P Y ne ssary for fitting at Project site, provid for scribing and trimming. BUILDER'S RESPONSIBILITY TO MAINTAIN A CONSTRUCTION SUPERVISOR ON THE JOB AT � rn O w Q wood fill r. ALL TIMES. THE CONSTRUCTION SUPERVISOR SHALL BE AWARE OF AND FOLLOW THE _ v O > xx iv. Installati n of Structure! -Use Panels: Comply wit applicable (1) Assemble casings in plant, unless lim tations of access to place of INITENT OF THE DESIGN AT ALL TIMES. WHEN IN QUESTION, THE ARCHITECT OR ENGINEER Z Q i ¢ _ � Q recomm r,dations contained in APA Form No. E3 and as follows: iv. Installation of Structural -Use Panels: Comply wit applicable installation require field assembly. OF RECORD SHALL BE THE INTERPRETER OF THE INTENT OF THE DESIGN. ALL EXISTING > m > Z O o recommen ations contained in APA Form No. E3 SURFACE, OVERHEAD, AND SUBSURFACE CONDITIONS WHICH ARE NOT FORESEEN OR Q 3 to O O (1) Cc ination Subflooring- Underlayment: G e and nail to ii. Backout or groove backs of flat trim me bers, and kerf backs of other PREDICTED ON THESE DRAWINGS, WHICH MIGHT CAUSE LIABILITY, COSTS, OBLIGATIONS, OR ��- 0 dU° Z 0 Q � fro ing. v. Install wood trim with minimum number of joint practical, using full- wide, f t members, except for member with ends exposed in finished DELAYS ARE THE OWNERS RESPONSIBILITY. ALL OWNER'S INSTRUCTIONS TO THE 0O w a I­ o W o- 00 (2) Subfl oring: Glue and nail to framing. length piec from maximum lengths of lumbe available. Cope at Work. CONTRACTOR BE MADE THROUGH THE ARCHITECT OR ENGINEER OF RECORD. THE w � co Lo U r Q (3) Sheat ing: Nail to framing. returns and iter at corners to produce tight fitting joints with full CONTRACTOR IS RESPONSIBLE TO KNOW ALL CURRENT CODES. C6 w 3 o - M 4 Under went: Nail or staple to subfl rin surface cont ct throughout length of joint. se scarf joints for end -to -end iii. Exterior St ndin and Runnin Trim: Pr mium Grade, made from an "n ( p 0 ) Y P 9• 9 9 Y cv vNOTE: joints. closed -grain hardwood listed in referenced woodworking standard]. o = _ 117 Wood -based S ructural -use Panel Roof iv. Exterior Ornamental Work: Premium Grade, made from any closed - 2. The general Contractor (GC) shall verify all existing conditions in the field prior to the a a Sheathing Shall Be Rated For Exposure #1 1 Match col r and rain pattern across ' ints. !bid & execution of any work. The G.C. shall carefully survey the existing job conditions Have A Minimu Nominal Thickness Of () 9 P grain hardwoo ist d n f r d woodworking standard. to verify them, and the G.C. shall re uire all of the sub - contractors to do the same. 19/32 Inches And Shall Be Continuous (2) Install trim after gypsum board joint finishing operations are Y 9 completed. v. Exterior Frame an J remium Grade, made from an closed - Over Two Or More Spans With Face Grain Y 3. The GC shall verify all dimensions in the field - on site dimensions take priority over all. (3) Install to toler a Ne f / i c i 9 inches (3 mm in 2400 mm) rain hardwood listed in referenced woodworkin s Perpendicular To Sup an R ti g 9 g 'Use survey to verify. PANEL INDENTIFICATIO 2 6. for level and p nst II a joining trim with 1/32 -inch (0.8- / mm maximu t flu installation and 1 /16 -inch (1.6- vi. Sho rime ood o or n is with one coat of s ecified wood 4. An discrepancies between the contract documents and existing conditions shall be W Maximum Span If Blo d P P P Y P 9 W mm maximum offset for reveal installati on. rimer. reported to the architect prior to the GC's execution of an work. of F_ Supports Is 32 . Maximum Span Without P p p y Edge Support Is (1) Backprime with one coat of primer. Apply 2 coats to items u1 WL0 LO Type CDX. WOOD ROOF TRUSSES ins alled over concrete or moso ry. 5. Refer to the structural drawings for all- structural sizes and information (all Dimensions shown in the W 1-� (1) 8d ring srkaiS R6t i L architectural drawings are for location purposes only). Z U ,� vii. Shop seal woodwork for transparent finis with stain (if required), other >- (2) At gable ends, use 8d ring shank nail at 4 o.c. typical Q= for first hree trusses. GENERAL require pretreatments, and first coat f specified finish. 6. All work shall conform to the code, County planning agency, in addition to all codes, QQ vi. Nailing at win ows. A. SECTION REQUIREM TS (1) ackprime with one coat of sealer ompatible with finish. Apply (federal, state and local regulations). Hurricane calcs are to be followed. EXECUTION 2 coats to items installed over con rete or masonry. 7. The building shall comply with all current energy requirements and calculations. (1) Width -3 j) or smaller use 2 -.097 „ N x ,� long nails at 16 �, cted wood trusses to on -c o.c. i. Engineer, fob cote, and erect metal -plate e fou sides g defle tion limits of A. INSTALLAT N withstand d sign loads without exceeding i. Inst I woodwork to comply with AWI Section 170 for grade specified. 8. All dimensions are from face of studs unless otherwise noted. vii. Nailing at s ding glass doors. ANSI /TPI 1 National Design Standard for Meta Plate- Connected ii. inst I woodwork level, plumb, true, and straig t. Shim as required with Wood Trus Construction." 9. The GC shall ensure that existing work on the site is protected at all times. And shall replace and (1) use 2- .097 "N x2I" long nails at 16" O.C. c cealed shims. Install to a tolerance of 8 inch in 96 inches (3 mm in damaged work to the satisfaction of the owner. top and bottom and at fixed jamb. ii. In addition to Product Data, submit Shop Drawings and structural 2 00 mm) for level and plumb. analysis ata, signed and sealed by a qualified pr fessional engineer iii. Scr e and cut woodwork to fit adjoining work, al cut surfaces, and 10. The GC shall be responsible for the design, construction and coordination of all mechanical, MISCELLANEOUS CARPENTRY engaged by the fabricator who is registered in Flo ida. epair damaged finish at cuts. electrical, plumbing and fire protection work. This includes any drawings, shop drawings, details, PRODUCTS iv. I stall trim with minimum number of joints poss le, using full - length calculations ect, that may be required to properly execute this work. pieces to the greatest extent possible. Stagge joints in adjacent and Engage fabricator who participates in a recognized ality- assurance MASONRY related members. Location of lighting devices, mechanical equipment, plumbing fixtures, and fire - protection A. LUMBER, NERAL progr that involves inspection by an independent specting and testing devices show on the architectural drawings are for location reference only. O agen y acceptable to authorities having jurisdiction. GENERAL i. Dres ed lumber, S4S, 19 percent maximum moisture ontent for 2 -inch A. S TION REQUIREMENTS Locations, quantities and code compliance of all electrical, mechanical, plumbing and fire - iv. Comp y with ANSI /TPI 1; TPI HIB, "Commentary and (3 -mm) thickness or less, marked with grade stem of inspec 'on I. Minimum compressive strength of block shall be 20 0 psi (net area). protection devices are the sole responsibility of the GC. Rec mmendations for Handling Installing & Bracing Met I Plate a enc y . Cc nected Wood Trusses "; and AFPA's "National Design Specificati ii. Minimum prism strenght (f'm) shall be 1500 psi, U.O. Any relocations, additions or indications to be made in the mechanical, electrical, plumbing and fo Wood Construction and its 'Supplement. fire- protection systems as required by the building inspector or regulatory agencies, or visable B. THE T MATERIALS existing onditions shall be performed by the GC at no additional expense to the owner. iii. Mortar for masonry shall be type S or M. all existing abandoned electrical, mecanical, systems are to be removed from job -site. i. reservative- Treated Materials: AWPA C2 lumber and A PAC V. C mpiy with the following: lywood, labeled by an inspection agency approved by A C s Board of iv. Grout for block cell fill shall have a minimum compressi e strength 11. The architect is not responsible for the coordination, completeness, locations, or content of any eview. After treatment, kiln -dry lumber and plywood t 1 and 15 WL To p Chord 20 P sf of 3000 psi at 28 days. consultants of contractors. p rcent moisture content, respectively. Treat indicated it sand the Bottom Chord 5psf f lowing: 12. as A ll interior non WD bearing partitions shall be comprised of 2x4 wood or metal studs ®16" o.c. or WD Top Chord 20psf (1 Wood members in connection with roofing, flashing, v or Bottom Chord 5psf 13. Paint: all painted surfaces to receive 1 - primer coat, and 1- finish coat. Colors to be selected by the barriers, and waterproofing. Wind 110 mph GENERAL DESIGN CRITERIA owner 3� Concealed members in contact with masonry or co cre e. Wood framing members less than 18 inches (460 m) bove Top ord of trusses to be #2 Southern Pine 16. At extericr buildi j oints shall be filled with sealant. rade. g FLORIDA BUILDING CODE 2007 WITH 2006 SUPPLEMENTS g � (4) ood floor plates installed over concrete slabs di r ctly in contact PRODUCTS AMERICAN NATIONAL STANDARD ANSI ASCE 7 -98 ith earth. NATIONAL ELECTRICAL CODE (CURRENT) 2006 24. This set of contract documents incorporates hurricane or structural calculations, and energy use A. MATERIALS calculations (by others) Paid by owner. ii. Fire - Reto dant Treated Materials: AWPA C20 lumber nd AWPA C27 i. Dimension umber: Comply with DOC PS 20, "American oftwood BASIC WIND SPEED = 140 MPH, WIND EXPOSURE CATAGORY = "C" plywood, interior Type A treatment, labeled by a tes ing and inspecting Lumber St ndard," any species, graded visually or mec anically. DESIGN WIND SPEED = 140 MPH, IMPORTANCE FACTOR = 1.00 25. All exterior windows are per energy calculations. _ agency a ceptable to authorities having jurisdiction. ii. Connector PI tes: Structural-quality steel sheet, zinc c ated, complying 26. Architect is here by given access to make photographs, videos, images etc. of project & promote & C. LUMBER with ASTM 653, Grade 33, G60 (ASTM A 653M, G ode 230, Z1180) ALL DOORS AND WINDOWS MUST COMPLY WITH , FBC2007 WIND LOADING publish such images and articles in a free and unrestricted manner, place 3'0" x 4'0" sign at site front coating desi ation; at least 0.0359 inch (0.91 mm) thick. REQUIREMENTS, INCLUDING THE MANUFACTURERS RECOMMENDED as needed by architect. i. Interior Parti ion Framing: Standard, Stud, or No. 3 grade: Mixed ATTACHMENTS cc southern pi : SPIB 27. One note on one drawing is applicable to all drawings M 28. The architect is the final inte of the drawing ii. Other Framing: Construction or No. 2 grade: S uthern pine: SPIB AND TABLE 1604.6 OF THE FLORIDA BUILDING CODE 2007 P 9 and an iii. Fasteners: Not dip galvanized per ASTM A 153 ors finless steel, Type LIVE LOADS SHALL BE IN ACCORDANCE WITH TABLES 1604.1, 1604.3 304 or 316, w ere exposed to weather or to high elative humidities. discr Size and type i dicated. Y there in. P ancies SOIL BEARING CAPACITY ASSUMED TO BE A MINIMUM OF 2500 PSF 29. On remodels all materials, textures and colors are to match existing, to completely blend in visually iii. Exposed Boards: Match Existing. iv. Metal Framing An hors: Manufactured from hot- ip, zinc- coated steel U.O.N. On new homes all materials, textures and colors are to match neiborhood association rules and ® �j co sheet complying ith ASTM A 653, G60 (ASTM 653M Z180) or codes of any kind governing such things. f� i iv. Concealed Board Mixed southern pine, No. coating designati ;. structural, commercial, or ck- forming quality, as GENERAL NOTES 30. 'WARNING p-� standard with ma facturer for type of anchor indicated. LEAVE 2 SPACES MIN AS SPARE ON ALL ELECTRICAL PANELS 'THE STRUCTURAL INTEGRITY OF THE ADDITION SHOWN ON THESE PLANS IS DEPENDENT UPON COMPLETION V. Miscellaneous Lumber: No. 3 or Standard grade of any species for ,ACCORDING TO PLANS AND SPECIFICATIONS. STRUCTURAL MEMBERS ARE NOT SELF - SUPPORTING DURING nailers, blocking, and m' r GENERAL CONTRACTOR SHALL VERIFY LOCATION OF ALL MECHANICAL b B. FABRICATION (CONSTRUCTION AND REQUIRE TEMPORARY BRACING UNTIL PERMANENTLY AFFIXED TO STRUCTURE AS LINES BEFORE CASTING FOUNDATIONS OR CAST PROTECTION AROUND (DIRECTED. THE STRUCTURAL ENGINEER ASSUMES NO LIABILITY FOR THE STRUCTURE DURING i. Fabricate wood trusses it nu ctu ing tolerances of ANSI /TPI 1 CONSTRUCTION, UNLESS THE CONSTRUCTION METHOD AND BRACING ARE INCLUDED IN THE PLANS AND D. INTERIOR WOOD TRIM and connect truss me m er b m al nnector plates. LINES AS REQUIRED. :SPECIFICATIONS OR ARE SUPERVISED BY THE STRUCTURAL ENGINEER DURING CONSTRUCTION. r � � ® � I. Softwood Trim: Ea er ite, I ho w ite lodgepole, ponderosa, or ii. Contractor responsib o e ' II s to fit as built job conditions. CONTRACTOR TO HAVE SURVEYORS TO SHOOT LINES FOR PLACEMENT OF FOUNDATIONS TO VERIFY THEY ARE WITHIN GOVERNMENT SETBACKS 8C 31. ftrk shall comply with 2007 building code and 2005 additions and suppliments sugar pine; grade & Bt le r pr e. GOVERNMENT UTILITY EASEMENTS. ii. Wood Molding Patterns: Stock moldings indicated, made to patterns included in WMM A WM 7 and graded under MMPA WM 4; N- EXECUTION ALL FILL UNDER SLABS AND FOUNDATIONS SHALL BE COMPACTED TO 95% U� Grade for trans arent finish. OF MAXIMUM DENSITY (MODIFIED PROCTOR TEST) AT OPTIMUM MOISTURE E-4 CONTENT. iii. Clothes Rods: 1 1/2 - inch - (38 - mm - ) diamete , clear, kiln - dried A. INSTALLATION FOUNDATION DESIGN BASIS hardwood rod . CONTINUOUS STRIP FOOTINGS AND SPREAD FOOTINGS ARE DESIGNED WITH i. Install and brace trusses according to recommend ions of TPI. Space AN ALLOWABLE SOIL BEARING PRESSURE OF 2500 PSF trusses as indi ated; install plumb, square, and tr e to line; and securely E. PANEL PRODUCTS fasten to sup orting construction. I. Wood -Base Structural -Use Panels: DOC PS 2. rovide plywood ii. Anchor trusses securely at all bearing points using m tal framing anchors complying with DOC PS 1, where plywood is indicat d. and fasten s curely. (1) Fac ry mark panels evidencing compliance wit grade iii. Securely conn ct each truss ply required for forming bui t -up girder re irements. trusses. chor trusses to girder trusses. (2) Mi ellaneous Concealed Panels: APA -rated sh othing, E posure 1, span rating to suit framing in each location. iv. Install and asten permanent bracing during truss erectio . Anchor ends DESIGN C.W.F. (3) M scelloneous Exposed Plywood: A -D Interior, th ckness as of perma ent bracing where terminating at walls or bee s. dicated. DESIGN DWG DVW Wood- ased Structural -use Panel Roof V. Install w od trusses within installation tolerances of ANSI TPI Sheat ng Shall Be Rated For Exposure # 1. Do of alter, cut, or remove truss members. WORKING DWG DVW Have Minimum Nominal Thickness Of BID REVIEW DVW 19/3 Inches And Shall Be Continuous vi. Remove and replace wood trusses that are damaged or defi ient. Over Two Or More Spans With Face Grain PERMIT REVIEW DVW Per ndicular To Supports. Span Rating vii. Provide mi mum 1x4 bracing of all 2x members at a maximum o 8' -0" o.c. PA L INDENTIFICATION INDEX Is 32/16. including b ttom chord of trusses and diagonal members. Indicate II reactions ISSUE DATE 07 -19 -09 Ma imum Span If Block Or Other Edge including plift. Indicate wind velocity, height above grade, and con ections SCALE AS NOTED Su ports is 32 ". Maximum Span Without E ge Support Is 28 ". Plywood To Be of trusse to trusses, including valley sets. JOB NO. 20090717 T pe CDX. NOTE: THE TR S LAYOUT SHOWN ON THE DRAWINGS MAY BE ALTERED BY E SHEET ii. articieboard: Comply with and factory mark each panel accor ing to TRUSS UPPLIER PROVIDED THAT THE ENGINEER OF RECORD IS NOTIFI "r ANSI A208.1. OF AN REVISIONS TO THE ROOF SUPPORT LOCATIONS. (1) Particleboard Underlayment: Grade PBU. IF TH TRUSS SUPPLIER MAKES REVISIONS WITHOUT NOTIFICATION TO TH ENGI ER, THE TRUSS SUPPLIER ASSUMES FULL RESPONSIBILITY FOR TH iii. Hardboard Underlayment: ANSI /AHA A135.4, Class 4 (Service), S1 STIR U TURAL DESIGN OF THE SUBSTRUCTURE, INCLUDING WALLS, POSTS,' AND FOUNDATIONS. �, �; �, 4 � � __ ,�, r (00 RE`.�IS NS REF. DATE BY 000000000000000,4000,,000� 41,401 Notice: In Addition To The Requirements Of This Permit There / I May Be Additional Restrictions Applicable To This Property That May Be Found in The Public Records Of This County. M / Lot Grading Rainwater And Other Liquid Wastes Shall Not Be Allowed To Flow On Or Across Adjoining Pro ert In Violation J g p y Of Local Building Code. Areas Adjacent To Lake Or Canal (If ,Any) To Be Graded So NO �IECHANICAL co WO As To Prevent Direct Overland Discharge Of Stormwater Into o I Lake Or Canal. W M N N 00 CP N O FLU�151NGWCR'Tolo�` W oc ° o� != ch U' � / ZONING INFORMATION: W= � v O W Q FRONT SETBACK -- W Q c Q = F� N O ELE W L I... LL NO 5 1 TE WOf;R< REAR SETBACK -- Q CO cc w Z O0 0 o / I SIDE SETBACK = p Z O L- rn POOL SETBACK -- 0 0 ti o a 00 NO � 5QUA F ADDE D ZONING DESIGNATION -- W�� U Q MAXIMUM LOT COVERAGE -- rn W 3 A ~ CY) / I FLOOR AREA RATIO -- 00 GREENSPACE -- a a MAXIMUM BUILDING HEIGHT -- MINIMUM PERVIOUS AREA -- EXISTING SITE DATA: _J BASE FLOOD ELEVATION (ABOVE MEAN SEA LEVEL N.G.V.D.) 8' -0" _ j GARAGE FLOOR ELEVATION (ABOVE MEAN SEA LEVEL N.G.Y.D.) 8.03 b � Uu / SCREENED PATIO SEWAGE REMOVAL SYSTEM (crry sEwER / sEPTTc) SEPTIC UJ W ul W =� Z U� I Q QQ U Contractor To Coordinate With Surveyer — — — — — — — — — — And Maintain Min. 18" Above Crown Of Road For New Slab And Equipment Elevation. W EXISTING BUILDING RENOVATION ®� (SEE FBC 2007 EXISTING BUILDINGS) C- RESTORATION LEVEL LEVEL 1 O PERCENTAGE OF NEW WORK TO EXISTING 0 % i i / X i ST I�IG C_E3•5_ OCCUPANCY DESIGNATION R5 L1J R SiD NC I- TOP OF EXISTING FiN. FLOOR l / + ll.11' I i SCOPE OF WORK / 1. Selective Demolishion (Per Plans) I PLANTER 2. RETRO FIT WINDOWS WALK I PLANT I AREA CALCULAT � E-4 00 Existing Under Air = 2,033.66 Sq. Ft (Est.) M U �4 � Existing G arage 598.65 Sq. Ft (Est.) P / I Total Existing Under Roof = 2,632.51 Sq. Ft (Est_) New A/C Space 1st Floor = 0 Sq. Ft (Est.) — — — — — — — — — — — — — — — New A/C Space 2nd Floor = O Sq. Ft (Est.) U) I, 141- 00' Total Additional A/C Space 2 0 Sq. Ft (Est.) EXISTING P-4VE0 DRIVEWAY Other New Space Under Roof 2 0 Sq. Ft (Est.) Total Under Air (Existing d New) = 0 Sq. Ft (Est.) N Total Under Roof (Existing 4 New) = 0 Sq. Ft (Est.) E°+ of New to Existing = 0 q, EXISTING PAVED DRIVEWA Existing Lot Area = 11,324.10 Sq, Ft (Est.) �{ Existing Lot Coverage = 23.24 90 s� New Lot Coverage = 0 90 , T Floor Area Ratio = 0 90 NEW LOT COVERAGE _ EXISTING UNDER ROOF (0) + DESIGN C.W.F. DESIGN DWG DVW (Existing Lot Area) 0 = 0% WORKING DWG DVW r BID REVIEW DVW PERMIT REVIEW DVW ISSUE DATE 07 -19 -09 N„ 1 01 S T R T FLOOR AREA RATIO = SCALE AS NOTED EXISTING UNDER AiR (0) + JOB NO. 20090717 TOTAL ADDITIONAL ENCLOSED SPACE (0) SHEET N - t _ (Existing Lot Area) 0 = •0 I —2(90 REF-. D BY D LEGEND EXISTING CONC. BLOCK WALLS TO REMAIN co M C3 EXISTING INTERIOR WOOD rn PARTITON TO REMAIN w ao N 0c) N EXISTING CONC. BLOCK — — — — — — C/) u- � Lo } M � W j p WALLS T O 5E REMOVED SCREENED = o > Q o0 EXISTING INTERIOR WOOD C — - - — — — PATIO �z w � Q ��—, (EXISTING TO REMAIN) Qm 3t O PARTITON TO 5E REMOVED _ o Z h- rn o~ow cti owaoo cv) 3.� � V Q EXISTING SLIDIN G �___� — ___� DOOR TO 5E REMOVED � w -1 v Lo �_= N D 0') o�p EXISTING DOORS TO BE \ � � CL CL REMOVED EXISTING WINDOW TO 5E REMOVED — J — — J F- w OUTLINE OF EXISTING CONC. I I o o � � 8LA5 TO 8E REMOVED I I 1 BAT( -(ROOM u- WLO - - - --i 00 EXISTING TO REMAIN) Z _,- O �Qa © <I TC HEN 1 U (EXISTING TO REMAIN) I 00 DINING ROOM (EXISTING: TO REMAIN) a O O DEMOLITION GENERAL NOTE 1. THE GENERAL CONTRACTOR SHALL IN THE WORK OF ALL TRADES , PERFORM ANY AND ALL CUTTING AND PATCHING NECESSARY TO COMPLETE THE WORK AND SHALL PROTECT THE EXISTING BUILDING FROM DAMAGE CAUSED BY THE WORK THE GENERAL 01 1 1 j CONTRACTOR SHALL REPAIR AND RESTORE SATISFACTION OF THE OWNER AND THE CD ARCHITECT. i C-D 2. THE GENERAL CONTRACTOR SHALL NOT DISRUPT EXISTING SERVICES, OPERATIONS, OR BEDROOM 1 o BEDROOM 2 I O UTILITIES WITHOUT OBTAINING OWNER'S PRIOR APPROVAL AND INSTRUCTIONS IN EACH (EXISTING: TO REMAIN) (EXISTING TO REMAIN) O CASE. W 3. THE GENERAL CONTRACTOR SHALL COORDINATE DEMOLITION AND CONSTRUCTION TO cLO ET I REMAIN, SO AS TO PROVIDE THE BEST POSSIBLE STRUCTURAL START POINT FOR THE NEW WORK TO BEGIN. L IVING ROOM (EXISTING TO REMAIN) T 4. ALL CONSTRUCTION AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF LOCAL CODES. GARAGE 5. THE GENERAL CONTRACTOR SHALL VISIT THE J05 SITE AND BE RESPONSIBLE FOR (EXISTING TO REMAIN) HALL CLOSET THE VERIFICATION OF ALL ELEVATIONS, CONDITIONS, AND DIMENSIONS PRIOR TO FOYE COMMENCING DEMOLITION 4 CONSTRUCTION. 0 !EXISTING T REMAI (o. ANY CONFLICTS OR OMISSIONS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING 1 .9L// DRAWINGS AND /OR GENERAL NOTES SHALL 5E 5ROUGHT TO THE ATTENTION OF THE — — — -------- — — — ARCHITECT IMMEDIATELY AND BEFORE PROCEEDING WITH ANY WORK SO INVOLVED. CLOSET PLANTER TO REMAIN I �- THE GENERAL CONTRACTORS SHALL COORDINATE AND VERIFY WITH ALL I SUBCONTRACTORS THE S I ZE AND LOCATION OF ALL PIPING, DUCTWORfG, TRENCHES, MASTER SLEEVES, SPECIAL BOLTING, ETC. . BEDROOM O (EXISTING TO REMAIN) I W co S THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MEAN-SAND METHODS FOR I DEMOLITION. THE CONTRACTOR SHALL INFORM THE, ARCHITECT OF ANY CONDITIONS THAT WOULD AFFECT THE STRUCTURAL INTEGRITY OF THE BUILDING PRIOR TO PROCEEDING WITH v DEMOLITION. 9• THE CONTRACTOR SHALL BE RESFON515LE FOR LEAVING ALL FINISH SURFACES CLEAN AT COMPLETION OF THE WORK AND SHALL REMOVE ALL EXCESS MATERIAL AND DE5R15 W E--4 FROM THE JOB REGULARLY. — — — — — — — — — 1 1 � WALK 10. JOB SITE MEASUREMENTS ARE THE FULL RESPONSIBILITY OF THE CONTRACTOR AND /OR SUBCONTRACTOR AND MUST BE TAKEN FOR ALL ITEMS BY ALL PLANTER TO REMAIN SUBCONTRACTORS PRIOR TO FABRICATION. 11_ GENERAL CONTRACTOR RESPONSIBLE FOR INSTALLING SOLID BLOCKING BEHIND ALL DR (EXISTIN TO RE TO REM' MAIN) BATHROOM SHELVING, CABINETS, ETC., OR EQUIPMENT REQUIRING 5ACKiNG. (EXISTING TO REMAIN) E-4 �+ L 12. ALL SALVAGE RIGHTS BELONG TO BUILDING OWNER. Lo • 13. DO NOT SCALE DRAWINGS. g NOTE IT IS TIME CONTRACTORS RESPONS151LITY TO BE THOROUGHLY DESIGN C.W.F. FAMI WITH ALL ARCHITECTURAL 4 STRUCTURAL PLANS IN DESIGN DWG DVW THIS SET PRIOR TO BEGINNING ANY DEMOLITION DEM❑LITI ❑N NOTES WORKING DWG DVW FOR ANY CLARIFICATION OR QUESTIONS CONCERN THE BID REVIEW DVW PROJECT, CALL ARCHITE PRIOR TO PROCEEDING. O1 REMO E XI5TING WINDOW. PERMIT REVIEW DVW ISSUE DATE 07 -19 -09 4 C - NEM UA%m IT SCALE 20 NOTED SCALE: 1/4" v V-011 090717 N0. 20090717 SHEET A I �EV;SIONS FEF* LATE BY M NEW CMU WALL NEW FORMED /POURED CONIC. WALL (SEE WALL SECTION) COLUMN (SIZE /SHAPE VARIES) NEW BEARING WALL NEW 8'x 8' GROUT- FILLED (SEE WALL SECTION) CELL TIE COLUMN SCREENED PATIO �_; o NEW WOOD PARITION ® NEW STEEL COLUMN (EXISTING TO REMAIN) (SEE WALL. SECTIONS) SEE STRUCTURAL PLANS FOR SPECS O w r) E N ao N C W Z) M V EXISTING WALL TO REMAIN ® NEW 4'x 4' P.T. WOOD POST C/) u- W _ a 0 w M � Q � D = � D aa) XX Z Q N 3: 2 ww C: LL d — — — — ITEM ABOVE ZONE 4 _ ° Z O L -50.4 f°w a> �� 00 Q +46.5 w� ro04 LoQ M W2 O �W ?'� U ~� N 0) 000 ap = (Z a O O BATHROOM EXISTING TO REMAIN) uj J J iKITC-IEN Q 0 U-) TO REMAIN) W WLO DOOR WINDOW � ©� DINING-,: RO W �� 1. FABRICATION E INSTALLATION OF ALL NEW DOORS 4 WINDOWS TO BE IN FULL COMPLIANCE WI TH ALL (EXISTING To REMAIN) W3 w3 W2 W3 W3 Q mo WITH ALL APPLICABLE SECTIONS AND AMENDMENTS OF THE "FLORIDA BUILDING CODE 200°1 " . O 0 Q 2. ALL NEW DOORS 4 WINDOWS TO BE MIAMI -DADE APPROVED 'IMPACT CERTIFIED ". ANY NON - IMPA RESISTANT OPENINGS ARE TO BE SHUTTERED - CONTRACTOR SHALL 5U5MIT TESTING REPORTS 4 01 SHOP DRAWINGS OF ALL APPROVED DOORS 4 WINDOWS. 3. THE FRONT ENTRY DOOR IS THE MAIN POINT OF EGRESS d SHALL MEET WIND LOAD REQUIREMENTS O WITHOUT ANY SHUTTER PROTECTION (INCLUDES GLASS SIDE LITE$ 4 GLASS TRANSOM ABOVE" BEDROO I BEDROO 2 O O 4. ALL EGRE55 WINDOWS (IN BEDROOMS) MUST FULLY COMPLY WITH THE "FLORIDA BUILDING CODE 2001' ° O (EXISTING TO REMAIN) (EXISTING t0 REMAIN) WITH ALL OPERATING MECHANISMS NOT MORE THAN 54" ABOVE THE FINISHED FLOOR. 5. ALL FRENCH DOORS, SLIDING GLASS DOORS, 4 ANY OTHER DOORS WITH GLASS PANELo SHAILL HAVE O O CD CATEGORY II SAFETY GLAZING AS PER SECTIONS 2411.3.1.3 4 2405.2.1 OF TH "FLORIDA BUILDING CODE 200'1 ". � � CLo Et A I-- 6. ALL GLASS PANELS (SIDE LITE5) ADJACENT TO DOORS WITH SHALL HAVE CATEGORY 11 SAFETY GLAZING LIVING ROOM O AS PER SECTION 240E)2.1(3) d (4) OF THE "FLORIDA BUILDING CODE 2001". (EXISTING t0 REMAIN) A 1. ALL NEW SKYLIGHTS ON ROOF SMALL BE OF MIAMI -DADE APPROVED "IMPACT - RESISTANT' 4 ADHERE O O TO ALL REQUIREMENTS OF SECTIONS 2404.ro AND 2401 OF THE 'FLORIDA BUILDING CODE 2001 ". WI O GARAGE I— 8. CONTRACTOR SHALL VERIFY ALL REQUIRED ROUGH OPENINGS SIZES WITH SPECIFIED DOOR 4 WINDOW (EXISTING TO REMAIN) HALL CL MANUFACTURER'S PRIOR TO START OF CONSTRUCTION OR INSTALLATION t ADJUST ROUGH OPENINGS SHOWN ON PLANS AS REQUIRED. F0YE IF 9. ALL SLIDING GLASS DOORS SHALL BE CATEGORY II SAFETY GLAZING, AS PER F.B.C. 2411.313 AND (EXISTING T REMAINOA 2405.2.1(1) AND (2). ® 0 O 10. ALL GLASS IN SHOWER ENCLOSERS SHALL BE CATERGORY II SAFETY GLAZING, AS PER F.B.C. 2405.2.1 (2), 2411.3.1.3.2, AND 2411.6.2. SHA BE CATERGORY I1 SAFETY GLAZING, AS PER CLOSET 11. ALL WINDOWS ADJACENT TO TUBS OR SHOWER LL PLANTER TO REMAIN F.B.C. 2411.6.2. W3 MASTER 12, ALL DOOR, WINDOW, SKYLIGHT, 4 HARDWARE SELECTION BY OWNEP, BE DROOM 13. CONTRACTOR SHALL VERIFY ROUGH OPENING REQUIREMENTS OF NEW WINDOWS AND DOORS AND ADJUST ROUGH (EXISTING TO REMAIN) OPENING DIMENSIONS SPECIFIED IN THESE PLANS TO ACCOMODApE PROPER INSTALLATION. 0 ! 14. WE RECOMMEND E.S. WINDOWS O co �, WALK O W3 W3 PLANTER TO REMAIN � cn BATHRO (EXIS - TING t0 REMAIN ) -I 0 cn W Lu I N 2 1 , = ) 0 w 6 CEO� H Fm D u Lm m E--4 � -4 SIZE DIMENSION FRAME GLAZING DRIVEWA MARK CODE DESCRIPTION ( x H) REMARKS (EXISTING TO REMAIN) Lo MATERIAL FrNISH THICK U -VALUE SHADE W1 _ -- EXISTING WINDOWS - -- - -- -- - -- - -- - -- EXISTING t0 REMAIN SINGLE HUNG 36X36 ALUM. WHITE - -- - -- - -- IMPACT W3 ___ SINGLE HUNG 36X48 ALUM. WHITE -- - -- - -- IMPACT - -- SINGLE HUNG 36X60 ALUM. WHITE - -- - -- - -- IMPACT PICTURE WINDOW - 12X60 ALUM. WHITE - -- - -- - -- IMPACT DESIGN C.W.F. L gag� SCHED DESIGN DWG DVW o-)Vco)flii� DRIVEUJAY WORKING DWG DVW SIZE NO. TYPE MATERIAL FINISH THRESHOLD JAMB REMARKS (EXISTING TO 1REMAIN) BID REVI WIDTH HGT. THICK PERMIT REVIEW DVW A -- -- -- EXISTING DOOR -- -- -- -- EXISTING TO REMAIN ISSUE DATE 07 -19 -09 SCALE AS NOTED JOB NO. 20090717 SHEET ®® I A - 2*2 SCALE: 1/4 = V-011 REVISI C,ATEL BY EXISTING ROOF E TRUSSES (TO REMAIN) L M O r � � O 0') c p C r) Q E N z:) J '" ^ J O 3 0 M U) LL. — t� > M r EXISTING / Z _2® W w u.. DOOR ZONE >p �� rZ0o EXISTING GARAGE DOOR 6S -5 6.1 5 = p 0 +43 -1 o Z O LL r ZONE 4 ZONE 4 ZONE 4 r - Q' o � C) Q. 0 00 W � Ca IT � V Q ^ +452 +43.1 +45.2 N p 3 rn ~ 00 v CL z U T H ,�4 L I UNJ J f W I- U W >1 Urn! QQ U EXISTING ROOF t TRUSSES (TO REMAIN) LLI W O / / W EXISTING SLIDING GLASS DOOR ZONE 4 ZONE 4 ZONE 5 -50.4 ZONE 4 -50.4 -56.1 +46.5 - 41.6 +465 +43.1 +43.1 > U X' TING ROOF < TRUSSES Co (T REMAIN) co EXISTING FLAT BUILT -UP ROOF (TO REMAIN) W � 7/// Lo ZONE 5 EXISTING SCREEN ENCLOSURE -58.0 ZONE 5 +44.4 -56.1 +43.1 ZONE 5 — -55b — — — — — — — — — — +43.1 — DESIGN C.W.F. DESIGN DWG DVW WORKING DWG DVW BID REVIEW DVW EAST MLE VAT f ® PERMIT REVIEW DVW ISSUE DATE 07 -19 -09 SCALE AS NOTED JOB NO. 20090717 SHEET 05< E\ 0 f ® E L E 4 T f ScAL : 1/4" V-011 A Q o) 0 G.WB. CORNER 1x2 P.T. FURRING AT 16' G.W.B. CORNER y4' IF THIS DISTANCE RED MAX. -- AD 3 OR 24' O.G. (TYP.) BEAD G.W.B. TAPED SANDED TJS E BY BE 2 /4 T .C. 2 3 /d T.G. SMOOTH � PAINTED LESS THAN 13 LF. DDATE - — R N.O.A. NNOTE: G.W.S. TAPED SANDED 3/16 DIAMETER FASTENER t5 Not 1 3/4" SMOOTH 4 P 1 3 /4 " CARBON STEEL TAPOON (3) COPIES OF MIAMI -DADE REQUIRED HERE. 1x2 P.T. FURRING AT 16' ALLOWABLE LOADS (LBS) COUNTY PRODUCT CONTROL = "NOTICE OF ACCEPTANCE 5 3/4' 13' MAX 13' MAX 5 3/4' NEW OR EXISTING CONCRETE OR 24' O.G. (TYR) MM 3192 P.S.I. CONCRETE (N.OAJ' SHALL BE SUBMITTED o.c. O.C. — S SMOOTH TAPED S COLUMN OR GROUT- FILLED CELL (AS PER PLANS - TYP.) X 3/16' or 1/4' EDGE DISTANCE TO THE ARCHITECT OF RECORD; PROVIDE [)IA. TAPCON t -t /a' 2 -5 /a' FOR RECORD FOR REVIEW v J 3/16' or 1/4' _ CONT. CAULK ° EMBEDMENT TENSION SHEAR TENSION SHEAR AND APPROVAL. J o c C y D!A_ TAPCON ° a a ix P.T. SUB BUCK W/ a ° ° - I' 128 141 128 151 ° 3/4' NOM. THICKNESS a Ix P .T. SUS B UCK W/ 160 354 229 NOTE: PROVIDE _ 1 -3/4 354 "a 3/4 NOM. THICKNESS CONT. CAULK _ IF TOTAL NUMBERS OF STEEL REBAR (AS CONCRETE 5LOCK a � - -° _ _ a FASTENERS LISTED ON a - PER PLANS -TYP.) e _ EDGE DISTANCE THE FLOOR PLAN OR I WINDOW 4 , ° - 4 :. WINDOW �!s .4 ,d - °. STEEL REBAR (AS t - va' 2 -5/8' ELEVATION PAGE IS x REQUIRED REQUIRED x M Q 4 _ d c ASSEMBLY ° ° °- a ASSEMBLY ° a PER PLANS TYP.) MORE THAN THE -,�� U -�� ch .. d EMBEDMENT TENSION SHEAR TENSION SHEAR u.t REQUIRED POINTS OF u O - t0 u o _ o� � rn 1 -1/4' 94 112 99 19"1 CONNECTIONS SHOWN d Q z _ "— �` F _ z MY w N 04 Ob �- M mom ERE TH E B E - M o H N ISr ( UT D R p _ f- U NEW OR EXISTING CONCRETE p w �® � w 0 COLUMN OR GROUT- FILLED 1/4" DiAMETER � d)z � GLASS 45z lu � c = , > - � c� p ..,• n IL � . � J ch VI) MAX PROVIDE PAINT FINISH THE ADDITIONAL SPACE OVER 2 STUCCO CELL (AS PER PLANS - TYP FASTENERS EVENLY w w ( `� w 3 w rn O w °0c, FIN{5H (TYP.) TYP.) .) X410 STAINLESS STEEL tAPOON �d a x SPACED AS SHOWN. '-" -' `� -1 Q � � * 3 a � V � � � � o ._., ALLOWABLE LOADS (L56) ,� a'� r u w ,� d z Q a, _ - —� w TYPICAL. - ON WN TYP ICAL FI N — - co w �, � �_ o MIN 3192 P.S.I. CONCRETE ni - m co m Of Z —i o h N.T.S. N. T.6, NOTE: REQUIRED REQUIRED O - Q o - p 3 o O w r t EDGE DISTANCE IF TOTAL NUMBER OF ��� ��,a o Z _j Q 1x2 P.T. FURRING AT 16' G.W.B. CORNER i' 2 -t/2' FASTENERS LISTED ON °O. � c N o � o- .- G.W.B. CORNER �+ ``n Q ch BEAD OR 24 O.G. (TYR) BEAD 3 -Y ° T.C. G.W.B. TAPED SANDED EMBEDMEN rENSiON SHEAR TENSION suEAR THE w E FLOOR PLAN OR w i u Ca � U Q d 3 -Yd T.C. SMOOTH 4 PAINTED 3 It m G.W.B. TAPED SANDED ELEVATION PAGE IS N wo rn 1 - SMOOTH 4 PAINTED 1 -3/4' t 166 148 541 2l5 LESS THAN THE m c° 0 i 547 I -3/4' 466 89 412 MINIMUM REQUIRED 1x2 P.T. FURRING AT 16 REQUIRED REQUIRED NEW O EXISTING CONCRETE OR 24 O.G. (TYR.) CONCRETE BLOCK POINTS OF SMOOTH 4 PANTED EDGE D s TAN i� G.W.B. TAPED SANDED COLUMN OR GROUT - FILLED CONNECTIONS SHOWN ~ I cE CELL (AS PER PLANS - TYP) HERE THEN USE THE 311(o' DIA, TAPCON or i/4 � r 2 -tn' MINIMUM REQUIRED � x PROVIDE .4 � -�� 3116 or 1/4 , CONT. CAULK ° EMBEDMENT TENSION SHEAR TENSION SHEAR LAYOUT CONNECTION u O _� D IA. TAPCON ° 1 -1/4' ma toi 16o 279 POINTS AS SHOWN. q z ,0 2 m Z z a 2x P.T. 5UB BUCK W/ }- .4 _ .4 d) x w PROVIDE 1 -1/2' NOM. THICKNESS _ -4 2x P.T. SUB BUCK W/ �n � � p � x p Q_ I _ CONT. CAULK 1 -1/2' NOM. THICKNESS SUBSTITUTION NOTE: p `� OLASGLASS, Ll'�u�i ry U'n 3 -° _ # p - a 9 1/4" DIAMETER ANY SCREW ATTACHEMENTS `� x x `� U 3 H°�° o '� � In }- 3 CARBON STEEL tAPCON OTHER THAN TAPCONS REQUIRE + _� d 4 -4 , P - 1 � a w = = �' x u [(� a ° ° ALLOWABLE LOADS (LBS) MIAMI -DADE COUNTY PRODUCT (� y u �? u Z x U a �Q (3 11 A ° - A STEEL REBAR (AS CONTROL APPROVALS TO BE - m - mQ - } fY� zol ° ; -e ° ° PER PLANS -TYP.) MIN 3192 P.S.I. CONCRETE SUBMITTED TO THE ARCHITECT REQUIRED REQUIRED QQ OF RECORD FOR REVIEW AND W W INDO EDGE DISTANCE APPROVAL PRiOR TO ORDERING U ASSEMBLY DO NEW OR EXISTING CONCRETE 1' 2 -1n' AND /OR INSTALLING ANY ASSEMBLY COLUMN OR GROUT FILLED WINDOWS. EMBEDMENT TENSION SHEAR TENSION SHEAR SPACE CELL (AS PER PLANS TYR) 1/4 MA R PAINT FINISH r 209 Its 212 29l OVER 2 -COAT STUCCO l� I -3/4 5 10 115 5'15 384 PROD OT APPROVAL NOTE - FINISH (TYR) SPECIFIC WiNDOW TYPES 4 SELECTION OF WINDOW TYP ICAL A IN TYP IN CONCRETE MOCK MANUFACTURER BY OWNER - WiNDOW ATTACHMENT W N.T.S. METHOD ILLUSTRATED ON THIS SHEET IS TO BE INSULATION NOTE EDGE D ISTANC E UTILIZED AS A MINIMUM ACCEPTABLE METHOD - FOR INSULATION 5 F INS ULATION -REFER t' 2-1/2' UTILIZED WINDOW ATTACHMENT METHOD TO BE " - TO ENERGY C FOR ULATION 5 13 MAX 13 1 MAX 5 TYPE 4 R -VALUE (TYP.) EMBEDMENt SION SHEAR TENSION SHEAR SELECTED BY CONTRACTOR - METHOD SELECTED O.c_ O.C. SHALL EQUAL OR EXCEED THE "MIAMI -DADE 11� 94 195 264 11= THIS DISTANCE Ty p. AD ANCHORAGE Ty p. H A ANC O A0 MEN FOR NOTICE OF THE PROD BEING INSTALLED QUIRE IS LESS t 15 N O US ING 1X WOO UC CONTRACTOR SHALL SUBMIT MINIMUM OF (2) COPIES REQUIRED ( HERE. USING 2X 00 B UC K OF THE MIAMI -DADE COUNTY PRODUCT APPROVAL STEEL REBAR O N.T_S. N.T -S- TO ARCHITECT OF RECORD FOR APPROVAL. CAS PER PLANS -TYP.) NEW OR EXISTING CONCRETE 3/16' or I/4' BEAM (A5 PER PLANS - TYR.) . WINDOW V t i Oil 3/ib T r 1/4' 3/16' or 1/4' NOTE N.T.S. LLI G.W.B. TAPED SANDED DIA. TAPCON ANY ATTACHMENTS OTHER THAN 'TAPCON' TO C.M.U. SHALL MEET THE FOLL OWING REQUIREMENTS: a : SMOOTH 4 PAINTED a_ ° ^SMOBOT T APED AiN ED PROVIDE PAINT FINISH ° I. A LETTER FROM THE PROFE65iONAL OF RECORD APPROVING ANY CHANGES ATTACHING WOOD DOOR 1x2 P.T FURRING AT ° 1x2 P.7 FURRING AT JAMB TO WOOD SUB BUCK USING 5CREW5 OR OTHER METHODS OF ATTACHMENT SHALL BE REQUIRED. OVER 2 COAT STUCCO ° 16' OR 24' O.G. (TYR) ° _ ° : d ° 16' OR 24' O.G. (TYR) FINISH a ° a ° a, a 2. ANY OTHER ,ATTACHMENTS OTHER THAN SHOWN SHALL EQUAL OR EXCEED METRO -DADE COUNTY a - ° ° ° " ° STEEL REBAR (AS 'NOTICE 01= ACCEPTANCE (N.OA.)' REQUIREMENTS FOR THE PRC UCt BEING INSTALLED. ° ° e ° PER PLANS -TYP.) ° n 3. CHARGES FOR ADDITIONAL WORK PERFORMED SHALL BE NEGOTIATED AT THE PREVAILING RATE. q 3 3/4' SCORED DRIP 3/4' SCORED DRIP G.W.B. CORNER WINDOW G.W.B. CORNER WINDOW PROVIDE BEAD PROVIDE BEAD 2x P.T. SUB BUCK W/ ASSEMBLY x P.T. SUB BUCK W/ LY CONT. CAULK ASSEMBLY CONT. CAULK s 1 -1/2' NOM_ THICKNE55 SCHEDULED SILL 3/4' NOM. THICKNESS SCHEDULED SILL X X co d _ m m _ a P ROVIDE CONT. m ° a a a � C/) p PGRAULK OVIDE CONT. ° d = a - °" 4 • ° G.W.B. TAPED SANDED GONG. WINDOW ° ° ' SMOOTH 4 PAINTED = SILL (AS PER a_ - A ° SILL (AS PER CONE. WINDOW _ = ° d 1x2 P.7 FURRING AT PLANS - TYR) ° : d : a d � - PLANS - TYP.) '4 .. ' 16' OR 24' O.C. (TYP.) � � I PROVIDE PAINT FINISH G. OTH P D SAN 3116' 4 OVER 2 -GOAT STUCCO 3/16 or 1x2 P -T PROVIDE PAINT FINISH T DIA FINISH (TYR) FINISH (TYP.) STEEL REBAR TAPGONS FURRING AT 16' OVER 2 -COAT STUCCO (AS PER PLANS -TYP.) OR 24' O.C. (TYP.) FINISH (TYP.) TYP. SILL ANCHOR443 Typ. SILL ANCHORAGIN P-4 USIN A 2x WOOD UCH. USING A ix WOOD UCH • p WINDOW PROVIDE WINDOW PROVIDE 2x P.T. SUB BUCK W/ .ASSEMBLY 1 -i/2 NOM_ THICKNESS 7 1� GONT. CAULK 2x P.T. SUB BUCK W ,ASSEMBLY CONT. CAULK 1 -1/2' NOM_ THICKNESS SCHEDULED SILL / SCHEDULED SILL PRE -CAST SILL FIRE -CAST SILL X X t � F DESIGN C.W.F. � -._-_ - zi _ .� _ _ •:, _ _ � DESIGN DWG DVW PROVIDE CONT. a N PROVIDE CONT. m CAULK m CAULK WORKING DWG DVW m a _ - d BID REVIEW DVW . a G.W.B. TAPED SANDED = SMOOTH 4 PAINTED a ° G.W.B. TAPED SANDED PERMIT REVIEW DVW o- - PROVIDE PAINT FINISH °� '_ a ° 1x2 P.T FURRING AT ° °. ° SMOOTH 4 PAINTED ISSUE DATE 07 - 19 - 09 OVER 2 -GOAT STUGGO _ 16' OR 24' O.G. (TYR; 1x2 P.T FURRING AT SCALE AS NOTED PROVIDE PAINT FINISH 16 OR 24' O.C. (TYP.) JOB NO. 20090717 OVER 2 -COAT STUCCO 3/16 , or FINISH (TYP.) 3/1� , or i/4' 1) [A. 1/4 DIA. BLO WALL (TYR) TaP CONS BL U ALL (NC. ) TAPCONS SHEET TYP. SILL. ANCHORAGE TYP. SILL. ANCHO USING A CAST ILEL. USING A CASE' iLL. A - 4 * ( ) 4 2X WOOD UCH 4 iX WOOD UC{G a .� C C C AJftL F y - Al PER MI Miami Shores Village APPROVED BY DATE ZONING DEPT BLDG DEPT SUBJECT TO COMPLIANCE �RaL „O��S STATE AND C0I!N R '� c� i l r 4 "af New �t R(I , - 7� — � z � hdJv-t55# jqp.1� lo3s�