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Home My WebLink AboutFLOOR PLAN AT ROOFWOOD FRAMING COMPONENTS: DEMOLITION NOTES LUMBER 21-FU3b ABBREVIATIONS: 1. MATERIALS 1. PLANNING AND EXECUTING OF DEMOLITION SHALL BE DONE IN ACCORDANCE WITH APPLICABLE ANSI-A10 STANDARDS. A. ALL WOOD AND WOOD CONSTRUCTION SHALL COMPLY WITH THE FOLLOWING SPECIFICATIONS AND CODES INDICATED IN AB ANCHOR BOLT MAX MAXIMUM 2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH ALL LOCAL CODE AND ORDINANCES. THE DESIGN CRITERIA: y AFF ABOVE FINISHED FLOOR MECH MECHANICAL 3. CONTRACTOR SHALL TAKE APPROPRIATE MEASUREMENTS IF LEAD -BASE PAINT OR ASBESTOS IS FOUND OR SUSPECTED TO BE ON THE B. LUMBER SHALL BE IN ACCORDANCE WITH THE NATIONAL GRADING RULES AND SHALL BEAR GRADE STAMP OF SPIB, OR OTHER 0 ADJ ADJACENT MIN MINIMUM AREAS TO DEMOLISH. ASSOCIATION RECOGNIZED BY THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION. ARCH ARCHITECTURAL NTS NOT TO SCALE 4. CONTRACTOR SHALL TAKE MEASUREMENTS TO MINIMIZE THE AMOUNT OF DUST CREATED, THE POTENTIAL RELEASE OF MOLD INTO THE C. LUMBER 2" OR LESS IN NOMINAL THICKNESS SHALL NOT EXCEED 19% IN MOISTURE CONTENT AT THE TIME OF INSTALLATION BLDG BUILDING O.C. ON CENTER ATMOSPHERE, AND THE AMOUNT OF VIBRATION PRODUCED THAT MIGHT AFFECT SURROUNDING STRUCTURES OR THE OPERATION OF AND SHALL BE STAMPED "S-DRY", "K-D", OR "MC15". ALL LUMBER SHALL BE S4S. BM BEAM OPT OPTIONAL NEARBY EQUIPMENT. D. ALL ROOF FRAMING MEMBERS SHALL BE SOUTHERN PINE #2 GRADE OR BETTER. BOT BOTTOM OSB ORIENTED STRAND BOARD 5. ERECT AND MAINTAIN TEMPORARY BRACING, SHORING, LIGHTS, BARRICADES, SIGNS AND OTHER MEASURES AS NECESSARY TO PROTECT 2. EXECUTION BRG BEARING PLY PLYWOOD THE PUBLIC, THE WORKERS AND ADJOINING PROPERTY FROM DAMAGE FROM DEMOLITION WORK. A. WOOD FASTENING SHALL BE SPECIFIED IN THE DRAWINGS. CJ CONTROL JOINT PSI POUNDS PER SQUARE INCH 6. PROTECT ALL EXISTING AREAS AND UTILITIES THAT ARE NOTTO BE DISTURBED. B. FASTENING NOT SPECIFICALLY IDENTIFIED ON DRAWINGS SHALL COMPLY WITH THE REQUIREMENTS OF THE BUILDING CODE. CL CENTERLINE PSF POUNDS PER SQUARE FOOT 7. VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO STARTING WORK. C. INTERIOR BEARING AND EXTERIOR WOOD FRAMED WALLS SHALL BE NOMINAL 4 INCHES WIDE SPACED AT 16" ON CENTER CMU CONCRETE MASONRY UNIT PT PRESSURE TREATED 8. IN CASE OF ANY DISCREPANCIES BETWEEN PLANS AND EXISTING FIELD CONDITIONS. NOTIFY ENGINEER. MAXIMUM, UNLESS NOTED OTHERWISE ON THE DRAWINGS. O COL COLUMN REINF REINFORCEMENT 9. ALL MATERIALS TO BE REMOVED FROM SITE AND DISPOSED OF IN AN APPROVED MANNER. BURYING OF TRASH AND DEBRIS ON THE SITE IS D. ALL LUMBER IN CONTACT WITH CONCRETE/MASONRY/DIRT OR EXPOSED TO THE WEATHER SHALL BE NATURALLY DURABLE _ CONC CONCRETE READ REQUIRED NOT PERMITTED. MATERIALS OR PRESSURE TREATED. y COND CONDITION RO ROUGH OPENING 10. REMOVE AND REPLACE ALL ROTTEN, DECAYED OR DAMAGED WOOD FROM EXISTING STRUCTURE. FASTENERS: 0 CONT CONTINUOUS RTU ROOFTOP UNIT 11. DURING DEMOLISHING DISCOVERY, ANY MATERIAL THAT IS DAMAGED FROM AGE, WATER, WIND ETC., INCLUDING BUT NOT LIMITED TO 1. MATERIALS CONST CONSTRUCTION SC SAWCUT ALL CORRODED OR RUSTED METAL, WATER DAMAGED MATERIALS, OR ROOFING MATERIALS TO BE REPLACED. A. FASTENERS AND CONNECTORS USED ON UN -TREATED WOOD EXPOSED TO THE WEATHER SHALL BE HOT DIPPED GALVANIZED CLG CEILING SCH SCHEDULE 12. ANY DAMAGE TO EXISTING FIRE RATED PARTITIONS, SHAFTS OR FIRE PROTECTION SURFACES TO BE REPAIRED TO COMPLY WITH REQUIRED OR STAINLESS STEEL. DEL DOUBLE SHTHG SHEATHING FIRE PROTECTION CODES. B. FASTENERS AND CONNECTORS (INCLUDING TRUSS PLATES, NAILS, BOLTS, ANCHORS, ETC.) USED IN CONTACT WITH TREATED DIA DIAMETER SIM SIMILAR WOOD SHALL BE COMPATIBLE WITH THE TREATMENT METHOD AND AS FOLLOWS: DR DOOR SMS SHEET METAL SCREWS a. WOOD TREATED WITH DOT SODIUM BORATE - MINIMUM G90 ZINC COATING DWG DRAWING SP SOUTHERN YELLOW PINE CONCRETE: b. WOOD TREATED WITH ACQ-C OR ACQ-D OR OTHER BORATE (NON -DOT) - MINIMUM G185 ZINC COATING EA EACH SPF SPRUCE PINE FIR C. FOR ALL OTHER TREATMENT - COMPLY WITH THE RECOMMENDATIONS OF THE PRESERVATIVE WOOD SUPPLIER C 1. MATERIALS z EJ EXPANSION JOINT STL STEEL d. STAINLESS STEEL CONNECTORS MAY BE USED FOR ANY TYPES OF TREATED OR UNTREATED WOOD ELECT ELECTRICAL STR STRUCTURAL A. ALL WORK SHALL BE MIXED, PLACED, AND CURED IN ACCORDANCE WITH THE AMERICAN CONCRETE INSTITUTE ACI 318. e. SEE CHART BELOW FOR NAIL SIZE CONVERSION WITH CONNECTOR CHARTS. FOR ENGINEER OF RECORD SGD SLIDING GLASS DOOR B. CONCRETE SHALL HAVE THE FOLLOWING SPECIFICATIONS UNLESS NOTED OTHERWISE: 0 TYPE DIAMETER N W i- H EQUIP EQUIPMENT SO. SQUARE AREA STRENGTH (PSI) SLUMP AGGREGATE SIZE 0 8d COMMON 0.131" p cn FF FINISH FLOOR T&G TONGUE AND GROOVE SLAB 2,000 PSI (28 DAYS) 4"-6" 3/4" - 2" 0 10d / 12 COMMON 0.148" a r FT FOOT/ FEET TOB TOP OF BEARING C. GENERAL CONTRACTOR SHALL SUBMIT MIX DESIGN TO THE ENGINEER OF RECORD FOR REVIEW AND APPROVAL PRIOR TO 16d COMMON 0.162" M GA GAUGE TYP TYPICAL PLACING ANY CONCRETE. 2. EXECUTION i b a. SEE TYP. WALL SECTION FOR INTERIOR GC GENERAL CONTRACTOR UNO UNLESS OTHERWISE NOTED D. MATERIAL FOR CONCRETE SHALL CONFORM TO THE FOLLOWING: A. ALL PRE -MANUFACTURED CONNECTORS SHALL HAVE NAILS / SCREWS / ANCHORS INSTALLED IN ACCORDANCE WITH THE N LLJ a. PORTLAND CEMENT-ASTM C150 FINISHES, TRIM PER OWNER � a GYP GYPSUM VERT VERTICAL CONNECTOR SCHEDULE AND MANUFACTURERS SPECIFICATIONS, FULLY DRIVEN. b. COAT MASONRY WITH LIQUID HGT HEIGHT VIF VERIFY IN FIELD b. AGGREGATES: COURSE AGGREGATE: ASTM C33, LIGHTWEIGHT: ASTM C330, FINE: ASTM C33 HORIZ HORIZONTAL W/ WITH E. WATER SHALL BE FREE OF CONTAMINANTS, CLEAN AND POTABLE. WATERPROOFING, THEN ADD 3 LINES OF HB HOSE BIB WIC WALK IN CLOSET 2. REINFORCING DOORS AND WINDOWS: c SEALANT AT MASONRY, THEN P.T. BUCK INS INSULATION WD WOOD A. REINFORCING SHALL HAVE GRADE IDENTIFICATION MARKS AND SHALL CONFORM TO ASTM A615, GRADE 60. 1. GENERAL d C. SEALANT AT FLANGE TO BUCK m KSI KIPS PER SQUARE INCH WWF WELDED WIRE FABRIC B. REINFORCING SHALL BE FREE OF RUST, SCALE OR OTHER BOND REDUCING COATINGS. A. THE DESIGN PRESSURES FOR THE DOORS AND WINDOWS SHALL BE NOT LESS THAN THE VALUES SHOWN IN THE SCHEDULE OR - J d. 1/4" MAX. NON -DEGRADABLE SHIM W/ m o MAS MASONRY W/0 WITHOUT C. REINFORCING SHALL BE PLACED IN CONCRETE TO PROVIDE MINIMUM COVERAGE IN ACCORDANCE WITH ACI 318 OR AS PLAN. THESE DESIGN PRESSURES ARE LISTED IN ALLOWABLE (ASD) WIND PRESSURES. Q w BACKER ROD AT PERIMETER, TRIM SHIMS di MATL MATERIAL WDW WINDOW INDICATED IN THE DRAWINGS. B. ALL EGRESS WINDOWS SHALL MEET FBC SECTION 1029 OR FBC-R 310, AS APPLICABLE. a f d 1 0 N Z a. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH - 3" C. OPENING NOTATIONS h /4 FROM FACE w ?� w b. CONCRETE EXPOSED TO EARTH OR WEATHER - 1.5" e e. 1/4"r0 TAPCONS AT 10" O.C. MAX. � Q � a. WIDTH (FEET INCHES) x HEIGHT (FEET INCHES). EXAMPLE: 21068 = 2'-10" WIDE x 6'-8" TALL N Q w C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND - 3/4" b. TWIN OR DOUBLES: EXAMPLE (2) 3050 = TWO T-0" WIDE x T-0" TALL WINDOWS MULLED TOGETHER STAGGERED, THEN INSTALL LIQUID c_n N Q CC D. MINIMUM LAP SPLICE (UNLESS NOTED OTHERWISE) 2. MATERIALS •' WATERPROOFING OVER FACE OF BUCK BAR SIZE MASONRY CONCRETE A. THE EXTERIOR DOORS AND WINDOWS SHALL BE INSTALLED IN STRICT COMPLIANCE WITH THE MANUFACTURER'S NOTICE OF f. EXT. FINISH W/ DRIP EDGE, LEAVE 1/4" GAP MATTH EW 1500 PSI 2000 PSI 3000 PSI 4000-5000 PSI APPROVAL (MIAMI NOA OR FBC APPROVAL). g AT DOOR, THEN SEAL 7.24-2 9 SCOPE OF WORK #4 24" 21" 27" 15" B. THE EXTERIOR DOORS AND WINDOWS MUST WITHSTAND THE IMPACT OF WIND BORNE MISSILES, OR SHALL BE PROTECTED g. 3 HEAVY CONT. LINES OF SEALANT AT 1. INSTALL CONCRETE CURB AND STEP PER PLAN. #5 30" 26" 21" 19" WITH AN APPROVED IMPACT RESISTANT COVERING. E. ACCURATELY PLACE AND SUPPORT REINFORCING WITH CHAIRS, BAR SUPPORTS, SPACERS, OR HANGERS AS RECOMMENDED C. EACH UNIT SHALL BEAR A LABEL WITH THE MANUFACTURER'S NAME AND DESIGN PRESSURES, WHICH SHALL REMAIN UNTIL 1 ° a a THRESHOLD TO CONC., THEN 1/4"0 L7 2. REPLACING TWO EXISTING EXTERIOR DOORS AT ROOF OF BUILDING WITH NEW DOOR PER PRODUCT BY ACI DETAILING MANUAL. - TAPCONS AT 10" O.C. MAX. STAGGERED J Z APPROVAL FORM AND DETAILS. FINAL INSPECTION IS PASSED BY LOCAL AUTHORITY HAVING JURISDICTION. _ Ln F. PLACE (1) ONE ACI STANDARD LAP SPLICE BAR, OF THE SAME SIZE AS FOUNDATION REINFORCING, LOCATED AT THE OUTSIDE D. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. FLUID APPLIED MEMBRANES SHALL MEET (SEE NOTE #2) BAR OF FOUNDATION CORNERS. AAMA 714. THE FLASHING SHALL EXTEND PAST THE SURFACE OF THE EXTERIOR WALL FINISH. ALL LISTED PRODUCTS BELOW OPTIONAL 1" RECESSED SILL AT h. SEALANT AT BUCK TO MASONRY I W m O G. ENGINEER ASSUMES NO RESPONSIBILTY FOR EXPANSION/CONTRACTION CRACKS THAT MAY APPEAR IN CONCRETE SLABS. THE W w y ARE APPROVED ALONG WITH ADDITIONAL PRODUCTS THAT MEET OR EXCEED THEIR PERFORMANCE SPECIFICATIONS. OUTSWING/SLIDING DOORS i. LINTEL PER PLAN/SCHEDULE o USE OF WELDED WIRE MESH AND/OR FIBER MESH WILL GREATLY REDUCE RISK OF THESE TYPES OF CRACKS. THE USE OF a. LIQUID FLASHING: OSI QUAD FLASH, PROTECTOWRAP LWM200, OR TREMCO DYMONIC 100. FILLED CELL W/ #5 VERT. U W rn z DIAGONAL STEEL AT RE-ENTRANT CORNERS IS HIGHLY RECOMMENDED BUT NOT REQUIRED UNLESS NOTED ON THE 3. EXECUTION J Z I_f) N GENERAL NOTES: FODUNDATION PLAN. SLAB CRACKS ARE TYPICALLY EXPECTED AND PREVENTATIVE MEASURES SHALL BE TAKEN TO - Cil > M w A. PRIOR TO INSTALLATION, ALL FRAMES AND BUCKS SHALL BE CHECKED FOR RACK, TWIST, AND OUT OF SQUARE. N 0 ,� M z ISOLATE/CONTROL AND CRACKS THAT MAY AFFECT ARCHITECTURAL FINISHES. B. FOLLOW FMA (FENESTRATION MANUFACTURERS ASSOCIATION) GUIDELINES FOR FLASHING ALL OPENINGS. NOTES: N 0o = o 1. DESIGN CODE H. WELDED WIRE MESH, IF USED, SHALL BE IN ACCORDANCE WITH ASTM A85 AND SHALL BE 6x6-W1.4xW1.4, UNLESS NOTED a. CAULK ALL INSIDE CORNERS OF OPENINGS WITH AN APPROVED SEALANT. Z M oc u z A. TO THE BEST OF THE DESIGN PROFESSIONALS KNOWLEDGE, THESE DOCUMENTS HAVE BEEN PREPARED WITH AND ARE IN OTHERWISE ON DRAWINGS. b. APPLY AN APPROVED FLASHING TO ALL FOUR SIDES OF OPENINGS. 1. TAPCON ANCHORS TO MASONRY/CONC. SHALL HAVE 1.25 W EMBEDMENT MINIMUM. � > LU w "' "' ni COMPLIANCE WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS AS a. INSTALL WELDED WIRE MESH IN THE MIDDLE OF THE SLAB AND SUPPORT WITH APPROVED MATERIALS OR 2. DO NOT INSTALL ANCHORS IN SILL UNLESS NOTED BY PRODUCT APPROVAL. W Q z ca ca _ C. APPLY A HEAVY, UNINTERRUPTED BEAD OF APPROVED SEALANT TO THE BUCKS PRIOR TO ATTACHING TO THE U DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH CHAPTERS 553 AND 633 OF THE FLORIDA STATUTES. THESE SUPPORTS AT SPACING NOT TO EXCEED THREE FEET ON CENTER OR IN ACCORDANCE WITH THE MANUFACTURERS OPENING PER WINDOW / DOOR DETAILS. 3. LIQUID WATERPROOFING SHALL MEET FBC R-703.4 OR FBC 1405.4 AS APPLICABLE, SEE GENERAL NOTES. • a w N DOCUMENTS MEET OR EXCEED THE REQUIREMENTS OF: SPECIFICATION. d. SEAL BUCKS WITH AN APPROVED FLASHING MATERIAL. 4. SEE PRODUCT APPROVAL FOR ALTERNATE ATTACHMENT METHOD. z C�J a. 2020 FLORIDA BUILDING CODE, SEVENTH EDITION, EXISTING BUILDING, FBC E. b. LAP ALL JOINTS IN WELDED WIRE MESH 12 INCHES. e. INSTALL DOOR / WINDOW AND APPLY BEAD OF APPROVED SEALANT AROUND PERIMETER. - O b. FLORIDA FIRE PREVENTION CODE, SEVENTH EDITION, 2020 FFPC. I. FIBER MESH, IF USED IN LIEU OF WELDED WIRE MESH SHALL BE 2.1 LBS PER CUBIC YARD UNLESS NOTED OTHERWISE. C. APPROVED CORROSION RESISTANT FLASHING SHALL BE APPLIED IN SHINGLE FASHION IN A MANNER TO PREVENT ENTRY OR Ln z N z Ln C. NATIONAL FIRE PROTECTION ASSOCIATION, NFPA. PENETRATION OF WATER TO THE BUILDINGS STRUCTURAL FRAMING COMPONENTS. Door Detail at CMU 2. DESIGN CRITERIA D. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. S0 1 r = 1'-0" A. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH AMERICAN CONCRETE INSTITUTE (ACI) 318 AND 332. 3. PLACEMENT AND FINISHING B. REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ACI 318. A. ALL CONCRETE PLACED UNDER ROOF PROTECTION SHALL BE PLACED OVER 6 MIL POLYETHYLENE VAPOR BARRIER, LAPPED 8 C. ALL WOOD FRAMING SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS LISTED IN THE FLORIDA BUILDING CODE OF THE INCHES MINIMUM WITH ALL SEAMS TAPED UNLESS NOTED OTHERWISE. FOLLOWING REFERENCED DOCUMENTS: B. PLACE ALL EMBEDDED ITEMS (ANCHOR BOLTS, DOWELS, ETC.) IMMEDIATELY PRIOR TO PLACEMENT OF CONCRETE OR DURING 1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION BY THE AMERICAN WOOD FOREST AND CONCRETE PAPER ASSOCIATION (AFPA) C. PROTECT ALL CONCRETE FROM DAMAGE AFTER PLACEMENT. 3 .V� Terence �t ' �,��°°°°°° 2. TIMBER CONSTRUCTION MANUAL BY THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION D. CONCRETE SHALL BE PLACED WITHIN 90 MINUTES OF BATCHING UNLESS MIX DESIGN SPECIFIES OTHERWISE. T ♦ � 3. STRUCTURE SPECIFICATION 1/ E. CONCRETE SHALL BE PLACED WITHIN THE SLUMP LIMITS SPECIFIED IN THE DESIGN MIX. by I SChft t NOTE THE BUILDING IS EXISTING AND THERE ARE NO PROPOSED CHANGES TO THE BUILDING SPECIFICATIONS. THIS INFORMATION IS ONLY � co O 0 F. WATER ADDED ATTHE SITE SHALL BE KEPT TO A MINIMUM AND WITHIN THE SPECIFIED SLUMP. RUN MIXER FOR THIRTY O ° .. INCLUDED TO SHOW SPECIFICATIONS RELATED TO THIS PROJECT. Dater: 011. 2�.2�� ° Q= REVOLUTIONS AT 8 12 RPM FOLLOWING THE ADDITION OF WATER AT THE SITE. Schlitt ° A. BUILDING OCCUPANCY CATEGORY: II w°U `� G. CONCRETE SHALL NOT BE PLACED DURING RAIN. FOLLOWING PLACEMENT OF CONCRETE, PROTECT FROM RAIN PRIOR TO 1 2:0 �00� � � Oo Z+ B. CONSTRUCTION TYPE: NO CHANGE °"� v N "° U® INITIAL SET. 0 << o C. OCCUPANCY CLASSIFICATION: NO CHANGE `y° °° -� ♦♦ H. PLACEMENT SHALL BE CONTINUOUS UNTIL ALL WORK IS COMPLETED. `' D. WIND SPEED ° I. DO NO USE CONTAMINATED, DETERIORATED, OR RETEMPERED CONCRETE. �j � °°°°0 <a. ULTIMATE !♦ LDD) = J. THOROUGHLY WORK CONCRETE AROUND REINFORCING BARS. � b. ALLOWABLE (ASD) 125 MPH ��I', � �� K. PLACE CONCRETE TO GRADES AND ELEVATIONS REQUIRED FOR PROJECT. E. WIND EXPOSURE CATEGORY: D L. REMOVE ALL GRADE STAKES AFTER PLACEMENT OF CONCRETE. v a v v v o F. ENCLOSURE CLASSIFICATION: ENCLOSED M. AT SLABS GREATER THAN 20 FEET IN ANY DIRECTION °° u v v o v v a v G. INTERNAL PRESSURE COEFFICIENT: +/-0.18 a. PROVIDE SAW CUT CONTROL JOINTS IN CONCRETE AFTER INITIALSETAND PRIOR TO HARDENING EXIST. FILLED a o v , � c c H. ENCLOSURE CLASSIFICATION: b. SAWCUT JOINTS SHALL BE 1/3 THE DEPTH OF THE SLAB. CELL AT JAMB c +� c ° a I. WIND-BORNE DEBRIS AREA: YES EXIST. BEAM � o c •L v v OR POUR SOLID v = ° ° - C. ANY SLAB EXCEEDING 20 FEET SHALL BE DIVIDED AT ALL CORNERS AND SHALL EXTEND IN EACH 90 DEGREE o = = o c v v v J. STRUCTURE HEIGHT: +/- 92 FT DIRECTION. °� .a, a o K. STRUCTURAL LOADS AND DESIGN PRESSURES LISTED IN THESE PLANS ARE ALLOWABLE (ASD) UNLESS NOTED OTHERWISE. N. PROVIDE SURFACE FINISH REQUIRED FOR INTENDED FINAL APPLICATION. 1. PROJECT REQUIREMENTS: 0. SILL PLATE ANCHORS SHALL BE AS SPECIFIED IN SPECIFICATIONS. A. THESE PLANS SHALL REMAIN ON THE PROJECT AT ALL TIMES. P. CONSOLIDATE CONCRETE THOROUGHLY DURING CONCRETE OPERATIONS. aa _ B. THE CONTRACTOR AND SUB -CONTRACTORS SHALL STRICTLY ADHERE TO ALL APPLICABLE CODES DURING THE COURSE OF Q. CURE CONCRETE FOR THREE DAYS TO MINIMIZE SHRINKAGE CRACKS. °°, CONSTRUCTION, INCLUDING ALLSTATE, CITY AND COUNTY BUILDING, ZONING, ELECTRICAL, MECHANICAL, PLUMBING AND a a FIRE CODES, AS WELLAS ANY APPLICABLE HOMEOWNER ASSOCIATION REQUIREMENTS. a C. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL NOTIFY THE DESIGN PROFESSIONAL OF RECORD OF Z a ANY DISCREPANCIES OR CONFLICT WITH APPLICABLE CODES PRIOR TO CONSTRUCTION. APPLY SEALANT AT ALL Z, 1E L9 D. THE ARCHITECT / ENGINEER SHALL NOT BE RESPONSIBLE FOR SAFETY PROCEDURES, THE MEANS AND METHODS OF 0 CONSTRUCTION, TECHNOLOGIES OR THE FAILURE OF THE CONTRACTOR TO COMPLETE THE WORK IN ACCORDANCE WITH JOINTS BEFORE STUCCO a 4. Q U DRAWINGS, SPECIFICATIONS OR THE RELATED CODES. OPEN TO AND FLASHING ° 0 U E. THE CONTRACTOR SHALL FULLY REVIEW ALL ITEMS CONTAINED IN THE DRAWINGS AND SHALL COORDINATE ALL DIMENSIONS, BELOW U LOCATE DEPRESSED SLABS, SLOPES, DRAINS, OUTLETS, RECESSES, EMBEDS, SLEEVES, ETC. Door Schedule a e z n ryM J F. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE ERECTION PROCEDURES AND SEQUENCING. THE GENERAL LL/ CONTRACTOR IS RESPONSIBLE FOR HIRING A DESIGN PROFESSIONAL FOR TEMPORARY SHORING OR LIFTING PROGRAMS. Mark Size and Type Hardware Design Pressure (PSF Min.) P1� W N G. NOTES, DETAILS, AND SECTIONS ON THE DRAWINGS ARE SHOWN AT SPECIFIC LOCATIONS AND ARE INTENDED TO SHOW - - - - - - - 2X P.T. BUCK a L.L 1 +/- 3062 Steel ADA Lever And Self Closing Hardware +50/-91 L GENERAL REQUIREMENTS THROUGHOUT. "TYPICAL" DETAILS SIMPLY REFER TO ALL CONDITIONS TREATED SIMILARLY. - - - - - - - - - W/ 1/4"x 4 TAPCONS i r CONTRACTOR SHALL MAKE MINOR MODIFICATIONS TO ACCOMMODATE MINOR SIMILAR VARIATIONS. AT 10" O.C. MAX. J _ r H. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES OR MODIFICATIONS WITHOUT EXPRESSED WRITTEN APPROVAL OF NOTE: DOOR SHALL HAVE A FIRE DOOR RATING OF 90 MINUTES Q THE ENGINEER OF RECORD IN ADVANCE. ------ DN Florida Product Approval Listings Building Design Pressures Product Design Pressures Category - Subcategory Approval Number Manufacturer Model Number (+PSF / -PSF) (+PSF / -PSF) Exterior Doors - Swing FL 12400.4 R11 Allegion-Schlage Lock Company, LLC. Steel Door - Impact, Door Conf. 9 +50 / -92 +75 / -100 PRODUCT APPROVAL NOTE: I HAVE REVIEWED THE ABOVE COMPONENTS OR CLADDING AND I HAVE APPROVED THEIR USE IN THIS STRUCTURE. THESE PRODUCTS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS SPECIFIED BY CURRENT CODE PROVISIONS. HARD COPIES OF THE PRODUCT APPROVALS SHALL BE AVAILABLE ON SITE FOR INSPECTIONS. EXIST. RAILING - +/- 6" CONC. STEP +/- 6" RAISED CONC. CURB Floor Plan at Roof 1 /2" = 1'-0" NEW CONC. CURB 4" TO 6" (CONTRACTOR TO VERIFY) EXIST. CONC. SLAB New Door W/ Curb Detail 3/4" = 1'-0" SILL FLASHING AT CURB BY DOOR CONTRACTOR #5 BAR 18" LONG D&E W/ 6" EMBED. SEALANT AT ALL JOINTS BEFORE STUCCO AND FLASHING a r- N 0 N ci N O N r M N N ci