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306 NE 102 St (11)c ( z x 0 ARCHITECTURAL IN ASSOCIATION WITH ARTHUR PYLE, ARCHITECT 1610 N.E. 114th ST. BIS CAYN\TE PARK, FLA. 33161 LIC. # 7174 TEL: (305)778 -1081 ARCHITECTURAL A -0 A -1 A -2 A -3 A -4 A -5 COVER SHEET SITE PLAN & GENERAL NOTES DEMOLITION PLAN & NOTES REVISED FLOOR PLAN & SCHEDULE REVISED ELEVATION & DETAILS SECTIONS & TYP. WALL SECTION STRUCTURAL STRUCTURAL ENGINEER MR. ALI ARBAB, P.E. ARBAB ENGINEERING, INC. 11900 BISCAYNE BLVD., SUrrE # 508 N. MIAMI, FL. 33181 LIC.# 35460 'TEL. (305)891 -5049 S -1 FOUNDATION PLAN & SCHEDULES S -2 ROOF _FRAMING PLAN, NOTES & SCHEDULES REVISIONS D CO EIGAT N . mtAK Y, FLORIDA 33161 2 IN ASSOCIATION W/ ARTHUR G. PYLE ARCHITECT NO. 7174 PHONE (305) 892 -9669 FAX (305) 893 -7222 E —moil; smithdgnOaol.com " MR. & MRS . PENA RESIDENCE " 306 NE 102nd STREET' MIAMI SHORES, FL. 33138 MECHANICAL ENGINEER MR. ED KRANZ, P.E. COVENANT ENGINEERING 3001 W. HALLANDALE BEACH BLVD., SUITE #301 PEMBROKE PARK, FLA. 33009 LIC.# 49453 TEL. (954) 894 -9112 MECHANICAL M -1 A/C REVISED PLAN, NOTES, DETAILS ELECTRICAL E -1 REVISED PLAN, NOTES, PANEL & RISER BY 01 DRAWN c1- clues DATE MARCH 28, 2005 SCALE A5 NOTED JOB NO. 04 -3 A -O SHEETS ZONING IDATA ZONING, RU- I 0001 RESIDENTIAL - SINGLE FAMILY FLOOD ZONE: "X" BABE FLOOD ELEV. 8.0' SETBACKS= R2EQUIRE0: R 30VIDED= FIRST FLOOR A/C AREA 2 ,325.88$ FRONT (NORTH) 25100' 29103' (TO MAIN HOUSE) REAR (BOOTH) 15'-0" 12.91' EXIST. (TO MAN HOUSE) RIGHT SIDE (SIDE STREET • WEST) 150 14.35' EXIST. (tO MAIN HOUSE) LEFT 810E (EAST) 10 � 1360' (TO MAIN HOUSE) MAX STORIES 2 1 MAX BUILDING NEK,Nt RRO WN Of ROAD EVE CROW— A50VE G7.OUN CF ROAD NOTE: AVERAGE CALCULATED CROWN OF ROAD 4 .954' Nta.V.D. AREA CALCULATIONS LOT AREA Q. FT. -- 11 ,36581* LOT AREA SQ. FT. -- EXIST. MAIN HOUSE: FIRST FLOOR A/C AREA 2 ,325.88$ ADDITION A/c AREA 135• ADDITION COVERED PA110 251.1* EXIST. GARAGE: NON - A/C AREA 228.35* poOI- t pAtIO -- N/A DRIVEWAY - - WA TOTAL ENCLOSED AREA 2,68993* GROUND COVER CALC. DESCRIPTION AREA 9b LOT AREA SQ. FT. -- 1I ,36581* 100% BUILDING ENVELOPE 2,68983* 23k6% IMPERVOU3 AREA 551.1* 5% LANDSCAPED AREA 9,108A2* 11.34% ARCHITECTURAL 4 DEMO GENERAL NOTES 1. WINDOW NOTES : A. ALL WINDOW 14UM13ER8 REFER TO P,GT. PRODUCTS WINDOW DESIGNATION. B. "14EAD HEIGHT' DIMENSIONS 12E1=ER 10 HEIGHT FROM TOP OF FINISH FLOOR TO TOP OF WINDOW. C. AN O R.4 LE AND FIXED COMBINATION WINDOW IS TO BE MADE AS ONE INTEGRAL UNIT WITH THE OPERABLE ON TOP OR/AND BOTTOM AS INDICATED ON THE EXTERIOR ELEVATIONS. D. GLASS: FIXED AND OPERABLE TO BE GRAY TENTED LAMINATED TEMPERED TO MEET IMPACT RESISTANT STANDARDS AND TESTS. E. "BOTTOM OF ROUGH OPENING' DIMENSIONS REFER TO HEIGHT FROM TOP OF FNISH FLOOR TO BOTTOM OF ROUGH OPENING. F. OMIT. G. FRAMES: TO BE WHITE DURACON ALUMINUM FNISH. N. CHARCOAL FIBEF LA88 SCREEN N FRAMES TO MATCH WINDOWS. L GLASS AREA: SHALL COMPLY WITH FLORIDA BUILDING CODE 1O t-E, THIC01E68 AID AREA OF GLASS TO WIND LOADS. J. FIXED GLASS SAEGAUARRDS: N/A K OPERABLE WINDOW SAFEGUARDS: N/A L. EGRESS NOTE: REQUIRES AN oUt81DE WINDOW OR DOOR OPERABLE FROM TINE NSIDE WITHOUT TINE USE OF TOOLS t PROVIDING A CLEAR OPENING ON NOT LESS 20 NCHEB IN WIDTH, 24 INCHES N 14EIGT14, t 5.1 SOFT. IN AREA THE BOTTOM OF THE OPENING SHALL NOT BE MORE Tl4AN 44 ABOVE THE FLOOR. M. WIND LOADING: CONTRACTOR TO SUBMIT ENGINEER SIGNED AND SEALED WIND LOAD CALCULATIONS FOR WINDOW AND DOOR ASSEMBLIES A8 DESIGNED ON THE WORKING DRAWINGS. CONCEALED STRUCTURAL. REINFORCING IS PERMITTED WIfHN "DESIGN PERIMETERS. CHANGES N WNDOW AND DOOR CONFIGRATIGN WILL NOT BE PERMITTED WITHOUT ARCHITECT'S PRIOR WRITTEN APPROVAL. 2 GARAGE NOTES: A. raARAGE 18 NOT A PART OF THIS CONTRACT. EXISTING 3. DOOR NOTES: A. UNDERCUTTING: INTERIOR DOOR BOTTOMS TO BE UNDERCUT FOR A/C RETURN AIR, WHERE NO RETURN AIR GRILLE IS INDICATED ON A/C PLANS, SEE SHOP DRAWING. B. N/WDICA DOOR OPENI EXISTING 4. FIREPROOFING NOTES: A. ALL INTERIOR DRYWALL CEILINGS ARE EXISTING. ALL NEW AND PATCHED CEILINGS WILL MATCH EXISTING. B. ALL NEW NTERRIOR BEARING WOOD COLUMNS, WOOD STUD BEARING WALLS t HEADERS TO BE SHEATHED WITH 1 LAYER 518' TYPE 'hX" DRYWALL EACH SIDE TO OBTAIN A ONE HOUR FIRE !RATED. C. ALL NEW INTERIOR STEEL COLUMNS BUPPORtING ROOFS AND OR BEAMS 70 BE CONC. FILLED AND SHEATHED WITH ONE LAYER 5/8' TYPE "X" DRYWALL TO OBTAIN A ONE HOUR FIRE RATED 6HEATHNCG, STEEL COLUMNS TO BE CONCRETE FILLED. D. DRAFt3tOP6: 1 STUD PARTITIONS: PROVIDE 2" X 4" AID /OR 2" X 6" DRAFT3TOP6 N ALL NEW WALLS AT MID- HEIGHT WITH SPACING BETILEIE N HEADER AND SILL NOT TO EXCEED 8' -0" OG. 2 NEW AGREED_ WALLS: PROVIDE I' X 2" P.T. WOOD DRAFTSTOPG N ALL NEW RIRRRED WALLS AT INTERSECTION OF WALLS WITH FLOORS AND CEILINGS AND AT MID- I4EIGHT WITN SPACING NOT TO EXCEED 8' -0" O.C_ 5. ROOF TRUSSES: CONTRACTOR TO ASSUME ALL RE3f G1* BILITY RESOLING FROM TRUSS DESIGN CHANGES AND TO PAY ANY ADDITIONAL COSTS FOR MODIFICATIONS IN DESIGN AND INSTALLATION FOR A/C, PLUMBING AND /OR ELECTRICAL. A. DESIGN LOAD (MIN) : ROOF TRUSSES - 65 P. F. B. LATE 0ACNG: NEW ROOF TRU66ES: PROVIDE 2" X 4" CONTINUOUS LATERAL ERACING AT ALL PANEL POINTS BUT NOT TO EXCEED 10-0' OTC. MAX SPACING. SEE STRUCTUTLIRAL ORAUJINNGS. 6. WATERING NOTES: WA 1. BATHROOM NOTES: A. SHOWER ENCLOSURES: ALL TUB AND SHOWER SLIDING t SUNG DOOR ENCLOSURES INCLUDING FIXED PANELS TO BE TEMPERED SAFETY/GLASS. SPANNING OVER 6' TO NAVE REINFORCED HEADER TRACK OR DOUBLE HEADER TRACK ALL EXTERIOR WINDOWS N SHOWER OR AROUND TUBS TO HAVE TEMPERED SAFETY GLASS. (MIN) SEE WNDOW 6140P DRAWINGS. RECESSED TILEA1ARBLE NICHES: GENERAL CONTRACTOR TO PROVIDE A ROUGH WALL OPENING LARGE ENOUKa 4 TO ALLOW THE TILE/MARBLE CONTRACTOR TO ADJUST THE OPENING SO THAT THE NICHE LINES UP NEATLY WITH THE TILE/MARBLE JONTS BONN HORIZONTALLY AND VERTICALLY. THE OPENNG 13 TO BE POSITIONED USING FULL TILE 1 MARBLE WHERE POSSIBLE AVOIDING UNNECESSARY MID UNSIGHTLY CUTTING. SEE WORKING DRAWINGS FOR EXACT SIZE AND LOCATION. BOTTOM OF NICHE TO BE LEVEL. C. TILE OR MARBLE SHOWERS t TUBS: TILE IN SHOWERS AND AROUND TUB AREA 13 TO BE INSTALLED ON MUD BASE ON METAL LAIN OVER STRUCTURAL FRAMING (3/4" MARINE PLYWOOD AT CUB DECKS) ° DENS - SHETLD" MAY ALSO BE USEO N LIEU OF METAL LATH AND MUD, BUT THN SET ON MR. DRYWALL IS NOT PERMITTED. D. WOOD BLOCKING :, GENERAL CONTRACTOR TO PROVIDE WOOD BLOCKING N WOOD STUD WALLS FOR INSTALLATION OF ALL PLUMBING FIXTURES, CABINETS, SANITARY ACCESSORIES, LIGHT FIXTURES, PAPER HOLDER TOWEL BARS, ETC. TO PROPERLY SECURE AND PROVIDE v1BRATION FREE USAGE OF ALL WALL 14UNG ACCESSORIES ANC EQUIPMENT. 8. LAIDSCAPNG, SPRINKLER, AND TREE REMOVAL: UNDER SEFERATE CONTRACT BY oWANER SEE SPECIFICATIC 3. S. PANTING: BY OWNER. I. VENTILATION OF ATTIC SPACES: ATTIC SPACE BETWEEN CEILING JOISTS AND ROOF RAFTERS SHALL BE EFFECTIVELY CROSS- VENTILATED WITN VENT OPENINGS. VENT OPENINGS SHALL BE PROTECTED WIN SCREENING OR MESH HAVING OPENINGS NOT GREATER THAN 114 ". THE RATIO OF TOTAL NET FREE VENTILATING AREA TO THE AREA OF THE CELNG SHALL BE NOT LESS THAN 11150. A. SOFFIT VENTILATION: (MN. STANDARD AS PER CODE) 1 SOFFIT VENTILATION SHALL MATCH EXISTNG. N6FECT AND REPLACE EXIST. AS REQUIRED. II. HURRICANE PROTECTION NOTES: A. WINDOW AND DOOR OPENING WIND LOADING: CONTRACTOR TO 04.1I11T ENGINEERED SIGNED AND SEALED WIND LOAD AND IMPACT CALCULATIONS FOR WINDOW AND DOOR ASSEMBLIES. CONCEALED STRUCTURAL REINFORCING IS PERMITTED WITH "DESIGN PERIMETERS' CHANGES IN WIDOW AND DOOR CcNFIGURA110N WILL NOT BE PERMITED WITHOUT ARCHITECT'S APPROVAL. THE FOLLOWING PROTECTION ASSEMBLIES ARE USED IN THIS CONSTRUCTION AS SHOWN ON ENGINEERED SHOP DRAWINGS. I. "STRUCTURAL* WINDOWS, DOORS, AND GLASS A. STRUCTURAL COMPONENTS: SEE STRUCTURAL DRAWINGS Pc.R WIND LOAD CALCULATIONS AND CONNECTION DETAILING. ElNG1N ,,.;RED SHOP DRAWINGS ARE TO BE INCLUDED. B. FINISH AND DECORATIVE CLAlf ,4ENTS: ALL MATERIALS AND ASSEMBLIES TO HAVE PRODUCT APPROVAL MTIBERB. 12. ROOF NOTES : A. 31-1EATHNG: 9, 'a" PLYWOOD STAGGERED JOINTS AND ANCHOR WIN 10d NAILS e 6" C.C. ALONG THE EDGES t 11 TERMINATE SUPPORTS, 4' C.G. AT DIAPHRAGM EDGES. B. CORING: TILE, (TO MATCH EXIST) TILE. SET IN FULL BED OF TYPE M OR 8 MORTAR AND ALL TILE IN ALL COURSES TO BE NAILED WITN NON - CORROSIVE NAILS. TILES TO EXTEND 3 4' MIN. 2' MAX AT TINE EVES, IF AND AS IREQUIREO AS PER PRODUCT APPROVAL SPECIFICATIONS. TILE TO HAVE HEAD LAP OF NOT LESS THAN 2'. PRODUCT APPROVAL REQUIRED. C. ANCHOR SHEET: ONE LAYER 30 LB: FELT LAPPED 2" (MIN) AND 1TJR$NED UP VERTICAL SURFACES 4° (MIN). TN TAGGED AT 12" 0.C. FOR BUILDINGS 0' -0" TO 20'- 0 ",11" O.C. FOR BUILDINGS 20' -0' TO 30' -0 AND 10" O.CFOR BUILDINGS 30-0" AND HIGHER WITH 12 GAUGE RING- SHANCED NAILS TO PENETRATE PLYWOOD PLUS 3116" (MIN). D. CAP SHEET: ONE LAYER 90 L. MINERAL SURFACED CAP SHEET LAPPED 2' (MIN) AND TURNED UP VERTICAL SURFACES 4' (MIN). THOROUGHLY 140T MOPPED WITH BITUMINOUS COMPOUND. E. ROOF ACCESSORIES: SHALL 13E 16 GA COPPER JOINTS TO 13E 3" MIN. (MATCH EXIST) F. TRUSS ANC$ -ORS: ALL TRUSSES MUST BE STRAPPED TO CONCRETE BEAM WITH 1 I/2' w. x I/8" tilt, 22 GA. GALV. STEEL SCRAP EMBEDDED 4' MIN. INTO CONCRETE BEAM, LOOPED UNDER BEAM REINFORCING AND NAILED TO TRUSS WITH 9 - 8d NAILS (MN), STRAP TO EXTEND UP AND OVER TRUSS TOP CHORD 8" (MN). VERIFY MA NIPACTOR SPECIFICATIONS FOR SIZE AND LOAD REQUIREMENTS WIN TRUSS SHOP DRAWINGS AND ENGINEERED FRAMING PLANS. G. ROOF TRUSSES: TRUSSES FABRICATED WITH 2' x 4' (MN) TOP AND BOTTOM CHORDS, SPACED AT 24° O.C. (MAX). CONTRACTOR TO SUBMIT ENGINEERED APPROVED SHOP DRAWINGS FOR ARCHITECT !REVIEW. PROVIDE CONTINUOUS 2 x 4 (MN) LATERIAL BRACING � // � NAILED t0 COP OF BOTTOM CHORD At PANEL PONT B I0 Ut NOT TO EXCEED ' -0' APART. H. DRAFT STOPS: IN ATTIC SPACES, PROVIDE VERTICAL FIRE STOPS OF l it' tF FIRE RATED PLYWOOD OR DRYWALL, FROM CEILING TO ROOF DECK ABOVE. MAX a Ft. AREA NOT TO EXCEED 3000 60. FT- THIS /REQUIREMENT 13 TO APPLY TO EXISTING AND NEW ATTIC SPACES. I. FIRE STOPS: PROVIDE FIRE STOPS BETWEEN (ROOF SPACES, N CONCEALED WALL SPACES OVER 8' - 0, 1 ALL SIDES OF POCKET DOORS. J. ATTIC ACCESS: PROVIDE 20' x 30" ATTIC ACCESS N ALL ATTICS AVERAGE OF 30' N HEIGHT AND ABOVE. K I X 6 'V' JOINT T.46. WOOD CEILING TO 13E STAIN GRADE CYPRESS. CEILING OF NEW COVERED PATIO. SEE PLANS ADDITION AND ALTERATION NOTES: 1 EXISTING PR'PER1T CONTRACTOR TO TAKE CARE TO PREVENT DAMAGE AND OR LOSS TO ALL EXISTING PROPERTY NOT A PART OF THIS PROJECT AND TO PREVENT DAMAGE TO ADJACENT PROPERTIES. CONTRACTOR TO REPAIR AND OR REPLACE AT HIS EXPENSE. 2 1:16,11;E/ALUSPIX11,1EM ALL NEW MATERIALS, FINISHES AND FIXTURES TO BE APPROVED BY THE OWNER BEFORE INSTALLATION AND TO MATCH EXISTING ADJACENT SURFACES WHERE APPLICABLE, UNLESS OTHERWISE ISE NOTED. 3 PATCHNG: WHERE WALLS, wiNpOWS, OR DOORS ARE REMOVED, ADJACENT SURFACES ARE TO 13E PATCHED AND FpNISHED TO MATCH EXISTING. 4 EXISTING UTrLITI S: CONTRACTOR To ISOLATE AREAS CF CCNSTRUCTICN FROM EXISTING SYSTEMS 60 AS NOT TO INTERRUPT SERVICE TO ANY AREA NOT A PART CF THIS CONTRACT. 5 PLIVESING= ALL WORK TO BE DONE 8Y A CERTIFIED AND LICENSED PLUMBER AND IN ACCORDANCE TO LOCAL AND NATIONAL CODES. 6 An SE M - I 1 ELECTRICAL: SEE ELECTRICAL PLAN MID NOTES. a EiTiaum ALL INTERIOR 4 EXTERIOR SURFACES TO BE PANTED, BY caret t�.,u :- Lit4L4 POL S r r EXISTING DRAIN FEILD EXIST. WOOp FENCE 0 0 - 0 - 4'UL SELF CLOSING GATE REQUIRED SErOAGK (NOU6E) r � FUTURE POOL SWIM -OUT EX STRING BE1'1IG 1 0 FUTURE POOL. PATIO J SITE 4 ROOF PLAN SCALE i/8" s 1' - PITCHED ROOF AREA 2880.6.3 SQ.?T. FLAT ROOF AREA 360 SOFT. RATIO 12.4% ( ALLOWED 15%) N E. 10211d STREET PROPERTY LINE, 100.0' 5 89 °59 W - PROPERTY LINE, 14.94' N 89 °59'16" E 5' WIDE SIDEWALK 2T WIDE PARKWAY GRASS 15' ALLEY 13.5' ASPWAL T PAVEMENT EXIST. PINE O EXIST. WATER METER C) EXIST. OAK REQUIRED 6ETiAr K 1 GRASS EXIST. WALK PLANTNO 0 EXIST. OAK t � r E OLSS UTILI EXl6T. FLA. 16' WIDE IP NL� DI co O IN ASSOCIATION W/ ARTHUR G. PYLE ARCHITECT NO. 7174 IN NITIA • FLt `33161 PHONE (305) 892 -9669 FAX (305) 893 -7222 E -mail; smithdgn®aol.com ZONINC1 DATA ZONING: RL 1 -1 0001 RESIDENTIAL - SINGLE FAMILY FLOOD ZONE: "X" SASE FLOOD ELEV. 8.0' SETQACKS: REQUIRED: PROVIDED: FIRST FLOOR A/C AREA 232588* FRONT (NORTH) 25.00' 25.03' (TO MAIN NOUOE) REAR (SOUTH) 15' -0" 12.91' EXIST. (TO MAN HOUSE) RIGHT SIDE (SIDE STREET • WREST) 150 14.95' EXIST. (TO MAIN HOUSE) LEFT SIDE (EAST) 100 *36.0' (TO MAIN HOUSE) MAX STORIES 2 1 MAX BUILDING HEIGHT AEOVE CF ROAD ROAD Af3pyE C CP ROAD NOTE: AVERAGE CALCULATED CROWN OF ROAD 9 +SS4' NA.V.D. AREA CALCULATIONS LOT AREA 60. PT. -- 11365.87* LOT AREA 60. FT. -- EXIST. MAIN HOUSE: FIRST FLOOR A/C AREA 232588* ADDITION A/C AREA 135* ADDITION COVERED PATIO 251.1* EXIBT, GARAGE: NON- A/C AREA 228.95* POOL_ t PATIO -- WA DRIVEWAY - - N/A TOTAL ENCLOSED AREA 2,689.83* GROUND COVER CALC. DESCRIPTION AREA 9° LOT AREA 60. FT. -- 11365131* leo% SCALE AS NOTED JOB NO 04 -3 BUIL DING ENVELOPE 2 2366% IMPERVOUS AREA 551.1* 59. LANDSCAPED AREA 8,108.42* 1134% ARCHITECTURAL 4 DEMO GENERAL NOTES 1. WINDOW NOTES : A. ALL WINDOW NUMBERS REFER TO P.G.T. PRODUCTS WINDOW DESIGNATION. B. "HEAD HEIGHT" DIMENSIONS REFER TO HEIGHT FROM TOP OF FINISH FLOOR TO TOP OF WINDOW. C. AN ORDERABLE AND FIXED COMBNATION WINDOW 18 TO BE MADE AS ONE INTEGRAL UNIT WITH THE OPERABLE ON TOP OR/AND BOTTOM AS INDICATED ON THE EXTERIOR ELEVATIONS. GLASS: FIXED AND OPERABLE TO BE GRAY TENTED LAMNATED TEMPERED TO MEET IMPACT RESISTANT STANDARDS AND TESTS. E. "BOTTOM OF ROUGH OPENING" DIMENSIONS REFER TO HEIGHT FROM TOP OF FNISH FLOOR TO BOTTOM OF ROUGH OPENING. F. OMIT. FRAMES: TO BE WHITE DURACON ALUMIA IM FINISH. k SCREEN: CHARCOAL FIBERGLASS SCREEN IN FRAMES TO MATCH WINDOWS. L GLASS AREA: SHALL COMPLY 1111114 FLORIDA BUILDING CODE TO TYPE, THICKNESS AND AREA OF GLASS TO WIND LOADS. J. FIXED GLASS SAFEGAUARDS: N/A K OPERABLE WNDOW SAFEGUARDS: N/A EGRESS NOTE: REQUIRES AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS 4 PROVIDING A CLEAR OPENING ON NOT LESS 20 INCHES N WIDTH, 24 INCHES IN HEIGTN, t 5.1 SOFT. IN AREA THE BOTTOM OF NE OPENING SHALL NOT BE MORE THAN 44" ABOVE THE L. FLOOR. M. WIND LOADING: CONTRACTOR TO SUBMIT ENGINEER SIGNED AND SEALED LUND LOAD CALCULATIONS FOR WINDOW AND DOOR ASSEMBLIES AS DESIGNED ON NE WORKING DRAWINGS. CONCEALED STRUCTURAL REINFORCING IS PERMITTED WITHIN "DESIGN PERIMETERS. CHANGES N WINDOW AND DOOR CONFIGRATION WILL NOT BE PERMITTED WITHOUT ARCHITECT'S PRIOR WRITTEN APPROVAL. 2 GARAGE NOTES: A. GARAG 16 Not A PA RT OF THIS CONTRACT. EXISTING 3. DOOR NOTES: A UNpERCUTTNG: INTERIOR DOOR BOTTOMS TO EE UNDERCUT FOR A/C RETURN AIR, U14ERE NO RETURN AIR GRILLE 16 INDICATED ON A/C PLANS, SEE SHOP DRAWING. B. HANDICAPPED DOOR OPENING: EXISTING 4. FIREPROOFING NOTES: A. ALL NTERIOR DRYWALL CEILINGS ARE EXISTING. ALL NEW AND PATCHED CEILINGS WILL MATCH EXISTING. B. ALL NEW INTERIOR BEARING WOOD COLUMNS, WOOD STUD BEARING WALLS t HEADERS TO BE SHEATHED WIN I LAYER 5/S" TYPE "X" DRYWALL EACH SIDE TO OBTAIN A ONE HOUR FIRE RATED. C. ALL NEW INTERIOR STEEL COLUMNS SUPPORTING ROOFS AND OR BEAMS TO BE CONC. FILLED AND SHEATHED WITH ONE LAYER 5/8" TYPE "X" DRYWALL TO OBTAN A ONE HOUR FIRE RATED SHEATNNG, STEEL COLUMNS TO BE CONCRETE FILLED. D. DRAFTSTOP3: STUD PARTITIONS: PROVIDE 2" X 4" AND /OR 2" X 6" DRAFTSTOPS IN ALL NEW WALLS AT MID - HEIGHT WITH SPACING BETWEEN HEADER AND SILL NOT TO EXCEED 8' -0" O.G. 2 NEW FURRED WALLS: PROVIDE I" X 2" P.T. WOOD DRAFTS IN ALL NEW FURRED WALLS AT INTERSECTION OF WALLS WITH FLOORS AND CEILINGS AND At MID - HEIGHT WITN SPACING NOT TO EXCEED 8' -0" 0.C.. 5. ROOF TRUSSES: CONTRACTOR TO ASSUME ALL RESPONSIBILITY RESULTING FROM TRUSS DESIGN CHANGES AND TO PAY ANY ADDITIONAL COSTS FOR MODIFICATIONS IN DESIGN AND INSTALLATION FOR A/C, PLUMBING AND /OR ELECTRICAL. A DESIGN LOAD (MIN.) : ROOF TRUSSES - 65 P.SF. E. LATERAL i3RACING: NEW ROOF TRUSSES: PROVIDE 2" X 4" CONTINUOUS LATERAL BRACING AT ALL PANEL POINTS, BUT NOT TO EXCEED 10-0" 00. MAX. SPACING. SEE STR.ICTUTURAL DRAWINGS. 6. WATERPROOFNCI NOTES: N/A 1. BATHROOM NOTES: A. SHOWER ENCLOSURES: ALL TU8 AND SHOWER SLIDING 4 SWING DOOR ENCLOSURES INCLUDING FIXED PANELS TO BE TEMPERED SAFETY /GLASS. SPANNING OVER 6' TO HAVE REINFORCED HEADER TRACK OR DOUBLE HEADER TRACK ALL EXTERIOR WINDOWS IN SHOWER OR AROUND TUBS TO HAVE TEMPERED SAFETY GLASS. (MIN.) SEE WINDOW SHOP DRAWINGS. B. RECESSED TILE/MARBLE NICHES: GENERAL CONTRACTOR TO PROVIDE A ROUGH WALL OPENING LARGE ENOUGH TO ALLOW THE TILEMARBLE CONTRACTOR TO ADJUST NE OPENING 80 THAT THE NICHE LINES UP NEATLY WITH THE TILE4'1ARI3LE JOINTS EON HORIZONTALLY AND VERTICALLY. THE OPENING IS TO BE POSITIONED USING FULL TILE / MARBLE WHERE POSSIBLE AvO1DNG UNNECESSARY AND UNSIGHTLY CITING. SEE WORKING DRAWINGS FOR EXACT SIZE AND LOCATION. BOTTOM OF NICHE TO BE LEVEL. C. TILE OR MARBLE SHOWERS 4 TUBS: TILE N 6NOIiER0 AND AROUND TUE AREA 16 TO BE NSTALLED ON MUD BASE ON METAL LATH OVER STRUCTURAL FRAMING (3/4" MARINE PLYWOOD AT TUB DECKS). "DENS- 614EILO" MAY ALSO BE USED N LIEU OF METAL LAN AND MUD, BUT THN SET ON MR. DRYWALL IS NOT PERMITTED. D. WOOD BLOCKING: GENERAL CONTRACTOR TO PROVIDE WOOD BLOCKING IN WOOD STUD WALLS FOR N6TALLATION OF ALL PLUMBING FIXTURES, CABINETS, SANITARY ACCESSORIES, LIGHT FIXTURES, PAPER HOLDER TOWEL BARS, ETC. TO PROPERLY SECURE AND PROVIDE VIBRATION FREE USAGE OF ALL WALL DOING ACCESSORIES AND EQUIPMENT. 8. LANDSCAPING, SPRINKLER AND TREE REMOVAL: UNDER 6EPERAtE CONTRACT BY OWNER. SEE SPECIFICATIONS, 9. PANTING: BY OWNER 10, VENTILATION OF ATTIC SPACES: ATTIC SPACE BETWEEN CEILING JOISTS AND ROOF RAFTERS SHALL BE EFFECTIVELY CROSS- VENTILATED WIN VENT OPENINGS. VENT OPENINGS SHALL EE PROTECTED WITN SCREENING OR MESH HAVING OPENINGS NOT GREATER THAN I/4 ". THE RATIO OF TOTAL NET FREE VENTILATING AREA TO THE AREA of THE GELLING SHALL BE NOT LESS THAN 1/150. A. SOFFIT VENTILATION: (MIN. STANDARD AS PER CODE.) 1. SOFFIT VENTILATION SHALL MATCH EXISTING. INSPECT AND REPLACE EXIST. AS REQUIRED. IL HURRICANE PROTECTION NOTES: A. WINDOW AND DOOR OPENING WND LOADING: CONTRACTOR TO SUMIT ENGINEERED SIGNED AND SEALED WIND LOAD AND IMPACT CALCULATIONS FOR WINDOW AND DOOR ASSEMBLIES. CONCEALED STRUCTURAL REINFORCING 15 PERMITTED WITH "DESIGN PERIMETERS" CHANGES IN WINDOW AND DOOR CONFIGURATION WILL NOT BE PERMED UJIfHOUT ARCHITECT'S APPROVAL. THE FOLLOWING PROTECTION ASSEMBLIES ARE USED IN THIS CONSTRUCTION A6 SHOWN ON ENGINEERED 6140P DRAWINGS. I. "STRUCTURAL" WINDOWS, DOORS, AND GLASS A STRUCTURAL COMPONENTS: SEE STRUCTURAL DRAWINGS FOR WIND LOAD CALCULATIONS AND CONNECTION DETAILING. ENGNEEFED SHOP DRAWINGS ARE TO BE INCLUDED. E. FINISH AND DECORATIVE COMPONENTS: ALL MATERIALS AND ASSEMBLIES TO HAVE PRODUCT APPROVAL NUMBERS. 12. ROOF NOTES : A SHEATHING: PLYWOOD STAGGERED JOINTS AND ANCHOR WITH 10d NAILS it 6" C.G. ALONG THE EDGES t iNTEU' 1EDIATE SUPPORTS, 4" C.C. AT DIAPHRAGM EDGES. B. COVERING: TILE, (TO MATCH EXIST.) TILE. SET IN FULL BED OF TYPE M OR 6 MORTAR AND ALL TILE N ALL COURSES TO BE NAILED WITN NON - CORROSIVE NAILS. TILES TO EXTEND 3 4" MIN. 2" MAX. AT THE EVER, F AND AS REQUIRED AS PER PRODUCT APPROVAL SPECIFICATIONS. TILE TO HAVE HEAD LAP OF NOT LESS THAN 2 ". PRODUCT APPROVAL REQUIRED. C. ANCHOR SHEET: ONE LAYER 30 LB. FELT LAPPED 2" (MN) AND TURNED UP VERTICAL SURFACES 4" (MN). TN TAGGED AT 12" 0.C. FOR BUILDINGS 0' -0" TO 20- 0',11" D.G. FOR BUILDINGS 20' -0" TO 30-0", AND 10" O.CFOR BUILDINGS 30 AND NIGHER WITH 12 GAUGE RING- SHANKED NAILS TO PENETRATE PLYWOOD PLUS 3/16" (MIN). D. CAP SHEET: ONE LAYER 90 L. MINERAL SURFACED CAP SHEET LAPPED 2" (MN) AND TUWED UP VERTICAL SURFACES 4" (MIND. THOROUGHLY HOT MOPPED WITH BITUMINOUS COMPOUND. E. ROOF ACCESSORIES: SHALL BE 16 CIA COPPER JOINTS TO BE 3" MIN (MATCH EXIST.) F. TRUSS ANCHORS: ALL TRUSSES MU8T BE STRAPPED TO CONCRETE BEAM 1111114 1 I/2" w. x VS" t}*., 22 GA GALV. STEEL STRAP EMBEDDED 4" MIN. INTO CONCRETE BEAM, LOOPED UNDER BEAM REINFORCING: AND NAILED TO TRUSS WITH 9 - Sd NAILS (MIN), STRAP TO EXTEND UP AND OVER TRUSS TOP CHORD S" (MN.). VERIFY MANUFACTOR SPECIFICATIONS FOR SIZE AND LOAD REQUIREMENTS WITH TRUSS SHOP DRAWINGS AND ENGINEERED FRAMING PLANS. G. ROOF TRUSSES: TRUSSES FABRICATED WITH 2" x 4" (MN) TOP AND BOTTOM CHORDS, SPACED AT 24" O.G. (MAX.). CONTRACTOR TO SUBMIT ENGINEERED APPROVED SWOP DRAWINGS FOR ARCHITECT REVIEW_ PROVIDE CONTINUOUS 2 x 4 (MN.) LATERIAL BRACING NAILED TO TOP OF BOTTOM CHORD At PANEL POINTS, BUT NOT TO EXCEED 10' -0" APART. H. DRAFT STOPS: N ATTIC SPACES, PROVIDE VERTICAL FIRE STOPS OF 1 /2" ttlk. FILE RATED PLYWOOD OR DRYWALL, FROM CEILING TO ROOF DECK ABOVE. MAX. So. FT. AREA NOT TO EXCEED 3,000 SQ. Ft. THIS REQUIREMENT 16 TO APPLY TO EXISTING AND NEW ATTIC SPACES. 1. FIRE STOPS: PROVIDE FIRE STOPS, BETWEEN ROOF SPACES, IN CONCEALED WALL SPACES OVER 8' -0, 4 ALL SIDES OF POCKET DOORS. J. ATTIC ACCESS: PROVIDE 20" x 30" ATTIC ACCESS IN ALL ATTICS AVERAGE OF 30" N HEIGHT AND ABOVE. K 1 X 6 'V JOINT T.4G. WOOD CEILING TO BE STAIN GRADE CYPRESS. CEILING OF NEW COVERED PATIO. SEE PLANS ADDITION AND ALTERATION NOTES: 1 EXIBTMG PROPERTY: CONTRACTOR TO TAKE CARE TO PREVENT DAMAGE AND OR L066 TO ALL EXISTING PROPERTY NOT A PART OF THIS PROJECT AND TO PREVENT DAMAGE TO ADJACENT PROPERTIES. CONTRACTOR TO REPAIR AND OR REPLACE AT HIS EXPENSE. 2 MMTERIALO AND FIXTURES; ALL NEW MATERIALS, FINISHES AND FIXTURES TO BE APPRGvED BY THE OIWER BEFORE INSTALLATION AND TO MATCH EXISTING ADJACENT SURFACES WHERE APPLICABLE, UNLESS OTI NOTED. 3 PATCHING: WHERE WALLS, WINDOWS, OR DOORS ARE REMOVED, ADJACENT SURFACES ARE TO BE PATCHED AND FINISHED TO MATCH EXISTING. 4 EXISTING UTILITIES: CONTRACTOR TO ISOLATE AREAS CF CCNSTRJCTICN FROM EXISTING SYSTEMS 60 AS NOT TO INTERRUPT SERVICE TO ANY AREA NOT A PART CF THIS CONTRACT. 5 rLLA1BING: ALL WORK TO BE DONE BY A CERTIFIED MID LICENSED PLUMBER AND N ACCORDANCE TO LOCAL AND NATIONAL CODES. 6 A/C: SEE M -I 1 ELECTRICAL.: SEE ELECTRICAL FLAN AND NOTES. 8 FINISHES: ALL INTERIOR t EXTERIOR SURFACES TO BE PANTED, BY OWNER POLE 0 w LL 6 EXIST. WO Q FENCE - -- 4'W. SELF CLOSING GATE 15' ALLEY 8.5' ASPHALT PAVEMENT N.E. 102nd STREET PROPERTY LINE, 100.0' 3 89 °59 W PITCHED ROOF AREA 2880.63 SOFT. FLAT ROOF AREA 360 SOFT. RATIO 12.49% ( ALLOWED 15%) PROPERTY LINE, 14.94' N 89 6 59'16" E 5' WIDE SIDEWALK 22' WIDE PARKWAY GRASS EXIST. PINE O O EXIST. WATER METER EXIST. OAK REOUIREp 8ETI3ACK I ELEC. METER LOCATION GRASS EXIST. WALK 0 EXIST. OAK EXIST. UTILIT POLE 16' WIDE REVISIONS O c) IN ASSOCIATION W/ ARTHUR G. PYLE ARCHITECT NO. 7174 PHONE (305) 892 - 9669 FAX (305) 893 -7222 E — mail; smithdgn@aol.com BY DRAWN J.C.S. CHECKED A.G.P. DATE: MARCH 28, 2005 SCALE AS NOTED JOB NO 04 -3 ' • SHEET 1V --'-'----- oRF 5 SHEETS ARCHITECTURAL 4 DEMO GENERAL NOTES 1. WINDOW NOTES : A. ALL WINDOW NUMBERS REFER TO P.G.T. PRODUCTS WINDOW DESIGNATION. B. "HEAD HEIGHT" DIMENSIONS REFER TO HEIGHT FROM TOP OF FINISH FLOOR TO TOP OF WINDOW. C. AN ORDERABLE AND FIXED COMBNATION WINDOW 18 TO BE MADE AS ONE INTEGRAL UNIT WITH THE OPERABLE ON TOP OR/AND BOTTOM AS INDICATED ON THE EXTERIOR ELEVATIONS. GLASS: FIXED AND OPERABLE TO BE GRAY TENTED LAMNATED TEMPERED TO MEET IMPACT RESISTANT STANDARDS AND TESTS. E. "BOTTOM OF ROUGH OPENING" DIMENSIONS REFER TO HEIGHT FROM TOP OF FNISH FLOOR TO BOTTOM OF ROUGH OPENING. F. OMIT. FRAMES: TO BE WHITE DURACON ALUMIA IM FINISH. k SCREEN: CHARCOAL FIBERGLASS SCREEN IN FRAMES TO MATCH WINDOWS. L GLASS AREA: SHALL COMPLY 1111114 FLORIDA BUILDING CODE TO TYPE, THICKNESS AND AREA OF GLASS TO WIND LOADS. J. FIXED GLASS SAFEGAUARDS: N/A K OPERABLE WNDOW SAFEGUARDS: N/A EGRESS NOTE: REQUIRES AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS 4 PROVIDING A CLEAR OPENING ON NOT LESS 20 INCHES N WIDTH, 24 INCHES IN HEIGTN, t 5.1 SOFT. IN AREA THE BOTTOM OF NE OPENING SHALL NOT BE MORE THAN 44" ABOVE THE L. FLOOR. M. WIND LOADING: CONTRACTOR TO SUBMIT ENGINEER SIGNED AND SEALED LUND LOAD CALCULATIONS FOR WINDOW AND DOOR ASSEMBLIES AS DESIGNED ON NE WORKING DRAWINGS. CONCEALED STRUCTURAL REINFORCING IS PERMITTED WITHIN "DESIGN PERIMETERS. CHANGES N WINDOW AND DOOR CONFIGRATION WILL NOT BE PERMITTED WITHOUT ARCHITECT'S PRIOR WRITTEN APPROVAL. 2 GARAGE NOTES: A. GARAG 16 Not A PA RT OF THIS CONTRACT. EXISTING 3. DOOR NOTES: A UNpERCUTTNG: INTERIOR DOOR BOTTOMS TO EE UNDERCUT FOR A/C RETURN AIR, U14ERE NO RETURN AIR GRILLE 16 INDICATED ON A/C PLANS, SEE SHOP DRAWING. B. HANDICAPPED DOOR OPENING: EXISTING 4. FIREPROOFING NOTES: A. ALL NTERIOR DRYWALL CEILINGS ARE EXISTING. ALL NEW AND PATCHED CEILINGS WILL MATCH EXISTING. B. ALL NEW INTERIOR BEARING WOOD COLUMNS, WOOD STUD BEARING WALLS t HEADERS TO BE SHEATHED WIN I LAYER 5/S" TYPE "X" DRYWALL EACH SIDE TO OBTAIN A ONE HOUR FIRE RATED. C. ALL NEW INTERIOR STEEL COLUMNS SUPPORTING ROOFS AND OR BEAMS TO BE CONC. FILLED AND SHEATHED WITH ONE LAYER 5/8" TYPE "X" DRYWALL TO OBTAN A ONE HOUR FIRE RATED SHEATNNG, STEEL COLUMNS TO BE CONCRETE FILLED. D. DRAFTSTOP3: STUD PARTITIONS: PROVIDE 2" X 4" AND /OR 2" X 6" DRAFTSTOPS IN ALL NEW WALLS AT MID - HEIGHT WITH SPACING BETWEEN HEADER AND SILL NOT TO EXCEED 8' -0" O.G. 2 NEW FURRED WALLS: PROVIDE I" X 2" P.T. WOOD DRAFTS IN ALL NEW FURRED WALLS AT INTERSECTION OF WALLS WITH FLOORS AND CEILINGS AND At MID - HEIGHT WITN SPACING NOT TO EXCEED 8' -0" 0.C.. 5. ROOF TRUSSES: CONTRACTOR TO ASSUME ALL RESPONSIBILITY RESULTING FROM TRUSS DESIGN CHANGES AND TO PAY ANY ADDITIONAL COSTS FOR MODIFICATIONS IN DESIGN AND INSTALLATION FOR A/C, PLUMBING AND /OR ELECTRICAL. A DESIGN LOAD (MIN.) : ROOF TRUSSES - 65 P.SF. E. LATERAL i3RACING: NEW ROOF TRUSSES: PROVIDE 2" X 4" CONTINUOUS LATERAL BRACING AT ALL PANEL POINTS, BUT NOT TO EXCEED 10-0" 00. MAX. SPACING. SEE STR.ICTUTURAL DRAWINGS. 6. WATERPROOFNCI NOTES: N/A 1. BATHROOM NOTES: A. SHOWER ENCLOSURES: ALL TU8 AND SHOWER SLIDING 4 SWING DOOR ENCLOSURES INCLUDING FIXED PANELS TO BE TEMPERED SAFETY /GLASS. SPANNING OVER 6' TO HAVE REINFORCED HEADER TRACK OR DOUBLE HEADER TRACK ALL EXTERIOR WINDOWS IN SHOWER OR AROUND TUBS TO HAVE TEMPERED SAFETY GLASS. (MIN.) SEE WINDOW SHOP DRAWINGS. B. RECESSED TILE/MARBLE NICHES: GENERAL CONTRACTOR TO PROVIDE A ROUGH WALL OPENING LARGE ENOUGH TO ALLOW THE TILEMARBLE CONTRACTOR TO ADJUST NE OPENING 80 THAT THE NICHE LINES UP NEATLY WITH THE TILE4'1ARI3LE JOINTS EON HORIZONTALLY AND VERTICALLY. THE OPENING IS TO BE POSITIONED USING FULL TILE / MARBLE WHERE POSSIBLE AvO1DNG UNNECESSARY AND UNSIGHTLY CITING. SEE WORKING DRAWINGS FOR EXACT SIZE AND LOCATION. BOTTOM OF NICHE TO BE LEVEL. C. TILE OR MARBLE SHOWERS 4 TUBS: TILE N 6NOIiER0 AND AROUND TUE AREA 16 TO BE NSTALLED ON MUD BASE ON METAL LATH OVER STRUCTURAL FRAMING (3/4" MARINE PLYWOOD AT TUB DECKS). "DENS- 614EILO" MAY ALSO BE USED N LIEU OF METAL LAN AND MUD, BUT THN SET ON MR. DRYWALL IS NOT PERMITTED. D. WOOD BLOCKING: GENERAL CONTRACTOR TO PROVIDE WOOD BLOCKING IN WOOD STUD WALLS FOR N6TALLATION OF ALL PLUMBING FIXTURES, CABINETS, SANITARY ACCESSORIES, LIGHT FIXTURES, PAPER HOLDER TOWEL BARS, ETC. TO PROPERLY SECURE AND PROVIDE VIBRATION FREE USAGE OF ALL WALL DOING ACCESSORIES AND EQUIPMENT. 8. LANDSCAPING, SPRINKLER AND TREE REMOVAL: UNDER 6EPERAtE CONTRACT BY OWNER. SEE SPECIFICATIONS, 9. PANTING: BY OWNER 10, VENTILATION OF ATTIC SPACES: ATTIC SPACE BETWEEN CEILING JOISTS AND ROOF RAFTERS SHALL BE EFFECTIVELY CROSS- VENTILATED WIN VENT OPENINGS. VENT OPENINGS SHALL EE PROTECTED WITN SCREENING OR MESH HAVING OPENINGS NOT GREATER THAN I/4 ". THE RATIO OF TOTAL NET FREE VENTILATING AREA TO THE AREA of THE GELLING SHALL BE NOT LESS THAN 1/150. A. SOFFIT VENTILATION: (MIN. STANDARD AS PER CODE.) 1. SOFFIT VENTILATION SHALL MATCH EXISTING. INSPECT AND REPLACE EXIST. AS REQUIRED. IL HURRICANE PROTECTION NOTES: A. WINDOW AND DOOR OPENING WND LOADING: CONTRACTOR TO SUMIT ENGINEERED SIGNED AND SEALED WIND LOAD AND IMPACT CALCULATIONS FOR WINDOW AND DOOR ASSEMBLIES. CONCEALED STRUCTURAL REINFORCING 15 PERMITTED WITH "DESIGN PERIMETERS" CHANGES IN WINDOW AND DOOR CONFIGURATION WILL NOT BE PERMED UJIfHOUT ARCHITECT'S APPROVAL. THE FOLLOWING PROTECTION ASSEMBLIES ARE USED IN THIS CONSTRUCTION A6 SHOWN ON ENGINEERED 6140P DRAWINGS. I. "STRUCTURAL" WINDOWS, DOORS, AND GLASS A STRUCTURAL COMPONENTS: SEE STRUCTURAL DRAWINGS FOR WIND LOAD CALCULATIONS AND CONNECTION DETAILING. ENGNEEFED SHOP DRAWINGS ARE TO BE INCLUDED. E. FINISH AND DECORATIVE COMPONENTS: ALL MATERIALS AND ASSEMBLIES TO HAVE PRODUCT APPROVAL NUMBERS. 12. ROOF NOTES : A SHEATHING: PLYWOOD STAGGERED JOINTS AND ANCHOR WITH 10d NAILS it 6" C.G. ALONG THE EDGES t iNTEU' 1EDIATE SUPPORTS, 4" C.C. AT DIAPHRAGM EDGES. B. COVERING: TILE, (TO MATCH EXIST.) TILE. SET IN FULL BED OF TYPE M OR 6 MORTAR AND ALL TILE N ALL COURSES TO BE NAILED WITN NON - CORROSIVE NAILS. TILES TO EXTEND 3 4" MIN. 2" MAX. AT THE EVER, F AND AS REQUIRED AS PER PRODUCT APPROVAL SPECIFICATIONS. TILE TO HAVE HEAD LAP OF NOT LESS THAN 2 ". PRODUCT APPROVAL REQUIRED. C. ANCHOR SHEET: ONE LAYER 30 LB. FELT LAPPED 2" (MN) AND TURNED UP VERTICAL SURFACES 4" (MN). TN TAGGED AT 12" 0.C. FOR BUILDINGS 0' -0" TO 20- 0',11" D.G. FOR BUILDINGS 20' -0" TO 30-0", AND 10" O.CFOR BUILDINGS 30 AND NIGHER WITH 12 GAUGE RING- SHANKED NAILS TO PENETRATE PLYWOOD PLUS 3/16" (MIN). D. CAP SHEET: ONE LAYER 90 L. MINERAL SURFACED CAP SHEET LAPPED 2" (MN) AND TUWED UP VERTICAL SURFACES 4" (MIND. THOROUGHLY HOT MOPPED WITH BITUMINOUS COMPOUND. E. ROOF ACCESSORIES: SHALL BE 16 CIA COPPER JOINTS TO BE 3" MIN (MATCH EXIST.) F. TRUSS ANCHORS: ALL TRUSSES MU8T BE STRAPPED TO CONCRETE BEAM 1111114 1 I/2" w. x VS" t}*., 22 GA GALV. STEEL STRAP EMBEDDED 4" MIN. INTO CONCRETE BEAM, LOOPED UNDER BEAM REINFORCING: AND NAILED TO TRUSS WITH 9 - Sd NAILS (MIN), STRAP TO EXTEND UP AND OVER TRUSS TOP CHORD S" (MN.). VERIFY MANUFACTOR SPECIFICATIONS FOR SIZE AND LOAD REQUIREMENTS WITH TRUSS SHOP DRAWINGS AND ENGINEERED FRAMING PLANS. G. ROOF TRUSSES: TRUSSES FABRICATED WITH 2" x 4" (MN) TOP AND BOTTOM CHORDS, SPACED AT 24" O.G. (MAX.). CONTRACTOR TO SUBMIT ENGINEERED APPROVED SWOP DRAWINGS FOR ARCHITECT REVIEW_ PROVIDE CONTINUOUS 2 x 4 (MN.) LATERIAL BRACING NAILED TO TOP OF BOTTOM CHORD At PANEL POINTS, BUT NOT TO EXCEED 10' -0" APART. H. DRAFT STOPS: N ATTIC SPACES, PROVIDE VERTICAL FIRE STOPS OF 1 /2" ttlk. FILE RATED PLYWOOD OR DRYWALL, FROM CEILING TO ROOF DECK ABOVE. MAX. So. FT. AREA NOT TO EXCEED 3,000 SQ. Ft. THIS REQUIREMENT 16 TO APPLY TO EXISTING AND NEW ATTIC SPACES. 1. FIRE STOPS: PROVIDE FIRE STOPS, BETWEEN ROOF SPACES, IN CONCEALED WALL SPACES OVER 8' -0, 4 ALL SIDES OF POCKET DOORS. J. ATTIC ACCESS: PROVIDE 20" x 30" ATTIC ACCESS IN ALL ATTICS AVERAGE OF 30" N HEIGHT AND ABOVE. K 1 X 6 'V JOINT T.4G. WOOD CEILING TO BE STAIN GRADE CYPRESS. CEILING OF NEW COVERED PATIO. SEE PLANS ADDITION AND ALTERATION NOTES: 1 EXIBTMG PROPERTY: CONTRACTOR TO TAKE CARE TO PREVENT DAMAGE AND OR L066 TO ALL EXISTING PROPERTY NOT A PART OF THIS PROJECT AND TO PREVENT DAMAGE TO ADJACENT PROPERTIES. CONTRACTOR TO REPAIR AND OR REPLACE AT HIS EXPENSE. 2 MMTERIALO AND FIXTURES; ALL NEW MATERIALS, FINISHES AND FIXTURES TO BE APPRGvED BY THE OIWER BEFORE INSTALLATION AND TO MATCH EXISTING ADJACENT SURFACES WHERE APPLICABLE, UNLESS OTI NOTED. 3 PATCHING: WHERE WALLS, WINDOWS, OR DOORS ARE REMOVED, ADJACENT SURFACES ARE TO BE PATCHED AND FINISHED TO MATCH EXISTING. 4 EXISTING UTILITIES: CONTRACTOR TO ISOLATE AREAS CF CCNSTRJCTICN FROM EXISTING SYSTEMS 60 AS NOT TO INTERRUPT SERVICE TO ANY AREA NOT A PART CF THIS CONTRACT. 5 rLLA1BING: ALL WORK TO BE DONE BY A CERTIFIED MID LICENSED PLUMBER AND N ACCORDANCE TO LOCAL AND NATIONAL CODES. 6 A/C: SEE M -I 1 ELECTRICAL.: SEE ELECTRICAL FLAN AND NOTES. 8 FINISHES: ALL INTERIOR t EXTERIOR SURFACES TO BE PANTED, BY OWNER POLE 0 w LL 6 EXIST. WO Q FENCE - -- 4'W. SELF CLOSING GATE 15' ALLEY 8.5' ASPHALT PAVEMENT N.E. 102nd STREET PROPERTY LINE, 100.0' 3 89 °59 W PITCHED ROOF AREA 2880.63 SOFT. FLAT ROOF AREA 360 SOFT. RATIO 12.49% ( ALLOWED 15%) PROPERTY LINE, 14.94' N 89 6 59'16" E 5' WIDE SIDEWALK 22' WIDE PARKWAY GRASS EXIST. PINE O O EXIST. WATER METER EXIST. OAK REOUIREp 8ETI3ACK I ELEC. METER LOCATION GRASS EXIST. WALK 0 EXIST. OAK EXIST. UTILIT POLE 16' WIDE REVISIONS O c) IN ASSOCIATION W/ ARTHUR G. PYLE ARCHITECT NO. 7174 PHONE (305) 892 - 9669 FAX (305) 893 -7222 E — mail; smithdgn@aol.com BY DRAWN J.G.S. Ili CHECKED A.G.P. DATE APRIL 21, 2005 . SCAL13 AS NOTED JOB NO 04 -3 SHEET A 2 J .... OF 5 SHEETS GENERAL DEMO NOTES I. REWORK EXIST. WATER SUPPLY LINES 4 WASTE LINES. TO PREVENT INTERRUPTION OF SERVICE DUBBING CONSTRUCTION. 2. REUJORK ELECTRICAL, TO PREVENT SERVICE INTERRUPTION. 3. EXIST. RESIDENCE, NOT A PART OF THE DEMO, 15 TO BE SECURED BEFORE DEMO 15 STARTED. 4. COVER AREA OF REMAINING ROOF STRUCTURE EXPOSED BY THE REMOVAL OF THE EXISTING FLAT ROOF. TO PREVENT WATER DAMAGE. 5. CONTRACTOR TO ASURE ALL AREAS NOT A PART OF T1-41S DEMOLISHEN ARE NOT DAMAGED, AND WILL REPAIR AT HIS OWN EXPENSE. 6. CONTRACTOR TO REPLACE ALL SUPPLY (HOT 4 COLD) WATER LINES IN BATH *3, EXIST. A/C COMP. EXIST. %• ATI -I EXIST. BED *3 EXIST. BED *2 EXIST. M. BATH EXIST. M. BED EXIST. CL, EXIB A/C REMOVE EXIST. LOWER PATIO REMOVE EXIST FLOOR TILE EXIST. DINING EXIST. DOORS EXIST. FOYER REMIOYE EXIST GLASS, GL. DOORS! COLUMNS AND HEADER 1:3EAM EXIST. FAMILY REMOVE EXIST ROOF STRUCTURE EXIST. LIVING REMOVE EXIST. WALL A/C UNIT, 13LK UP OPENING REPLACE EXIST. WINDOW RELOCATE EXIST. WASHER 4 DRYER, SEE A -3 REMOVE EXIST. STEPS up am A N I EXIST. UJALK EXIST. OFFICE EXIST. ELEC. PANEL REMOVE EXIST. DOOR, JAMEss 4 SIDE LIGHTS XIST. EX ST. Fl t}'LACE E)(18t. CONC. CUFF EXIST. GARAGE DOOR EXIST. GARAGE POOR • JAMI;38 S REMOVE EXIST. REPLACE VANITY t WATE- PIPES INK II REMO ST. 7 PARTITION EXIST. BATH *3 REMOVE ALL EXIST. INTERIOR FINISHES IN E3ATN 41 3 XIST. IIUA REPLACE TOILET 4 WATER PIPES AS -BUILT FLOOR PLAN / G SEE ELECTRICAL PLAN FOR ELECTRICAL REVISIONS IN ASSOCIATION W/ ARTHUR G. PYLE ARCHITECT NO. 7174 PHONE (305) 892 -9669 FAX (305) 893 -7222 E —mail; smithdgn®aol.com ' ARTI- UR 1.. PYLE ARCHITEC NO. 7174 DOOM SCHEDULE THRESHOLD JOB NO: /Yp LOCATION t►aia rrpE MATERIAL FINISH REMARK/3 WIDTH t 0 FAMILY / PATIO 2 -3'-0' 6'4' 13/4' PATIO 19X) /GLASS PAINT ALIMNNYL WOOD Q OFt:ICE / PATIO 2' -8" 6 13/4' PATIO W1 CO /GLd86 ALUMNNYL WOOD WIDTH TO MATCH E 1 T. 0 OFFICE CwSEt 8 6'4" I V4" DI -FOLD WOOD .... ® OFI:ICE 1 GARAGE 2' -6' 6' -8" 13/4' SOLID CORE WOOD ALI.MNNYL 01000 SEE NOTE n Q SIDE ENTRY / GfftGE 2'4" 6' -8" 13/4" PATIO W9000 /GEMS WIDTH TO MATCH EXIST ® BATH 0 3 2'-0' 6'4' 13/4' SOLID CORE WOOD MARBLE WIDTH TO MATCH EXIST WI SIDE ENTRY 3 6'4" 1 3/4" PATIO UI000 /GLASS ALIMNNYL UJ000 SIDE LIGNtt TO MATCH DOORS 0 — - ._......_.__..____ _w __ _. 5/e' Gt YLIALLON3/4'xIV1' P.T. WOOD RRI2SG • 16' oe WOOD FURIe4 AS REGD. 3l o 3 '3l�2 3/4' PI W000 ELOy M: SET N GC CALK 3 I/4' TAPC4NS • 24' OC. Mt4. 3 PER SIDE Mt1 W/ 21/2' MRl PEETRAT10N NTO CONC. TTP. ALL 4 &DE8 31/4' MN. TAPCONS • 24' OTC. NN,3PERSIPEMN.W/ 2 IA' t>a1 PDETRA1101 1410 CONC. TM ALL 4 SIDES 3/4' P.T. WX0 OL.00KIT4 8ET N GP CALK 11W. 314' STOOL LY BUL.LNoSE EDGE WOOD RIFFS4 AS REWIRE> SNOR11UALL ON - 3/4'xIV2' PS. W000 FURRING • i•• oC. SCALE+ 11/2' • 1-0' DOOR NOTES a. . 4 . 4 • • 4 !a • d 4 TYPICAL WINDOW DETAIL CON.. BEAM OR CONC. LNTEI.- BEE STRUCTURAL STUCCO DRJP SCRIBE - TYP. C00. EMI - E TER CALK 111.412 LINE Cf3TU000 FRAI DETCND PGA WN00WO W/ IMPACT aim (SE1? B4321 SHOP oWG6) CALK PERIIEIER • TTT? SLOPE BTIY.GO WASH 13' x 8' LONG SILL U/ 2• CON: EXIDM INTO DON EiOS Nro FILLED CELLO olR COL& TIED INTO UTICA. REM C3� I. APPLY ASTRAGAL TO INACTIVE LEAF 2. METAL SHEATHED, ONE HOUR FIRE RATED WITH AUTOMATIC CLOSER 3. ALL GLASS IN DOORS TO 13E IMPACT RESISTENT 4. ALL GLASS N DOORS TO EE 5 LIGHTS, TO MATCH EXISTING. 5. DOOR '4 t 46 TO EE PANELED TO MATCH EXIST. (SIX PANEL) EXIST. DRAIN FEILD L__ E > IST. SEPTIC L____ r EXIST. A/C Ca EXIST. EXIST. BAT 11 C EXIST. r 2° J LJ 11 I - 1 I I 11 r .. — 1 it I / J 1 f — 1 EXIST. BED #3 EXIST. BATH L_J�L-- 1 I L_J 1\\ EXIST. QED 2 L EXIST. MI. BED 9 "• CAST -STONE COLUME SURROUND 44 CONC. FILLS STEEL COLUME S' -0" A/C EXtsT. OVERHANG 3' -10" EXIST. HALL EXIST. HALL NEW COVEIRED PATIO W/ WOOD CEILING FIN. FL. +10' -8" 6 r GRASS EDGE cP PATIO J BEAM AlE I 12' -1" EXTENDED FAMILY 9' -6" h. CEILING PIN. FL. +II' - 16" TILE FLOOR EXIST. DINING EXIST. FOYER EXIST. LIVING u 4' -0" 2 P AC 4 SWING EXIST. 2' -10" 6 9 0 L L NEW / 4- mice NEW A/C ccMP, $EE M -I 24 CASEMENT I II Ift ISLCCK UP EXI$r. OPENING Pt- : IN EXIST. ELEC. PANEL (JUNCTION BOX) IST. OFF ICE PIN. FL. +10-8" KA, tikt 7 (0 2' -6" NE STEP 1 SIDE ENTRY I-IALL f8' h. CEILING 12" TILE FLOOR (0* 0) 6 W Q. d E�CfST. KITGHF � II L EXIST. RFT. EX 8 T. FIRrrPL J UP EXIST. L NEW CONC. DRIVE EX18T. DOOR EXIST. GARAGE FIN. FL. ►9' -t0" RELOCATED W /I -I EX18T. NEW PORCH RELOCATED EXIST. W ° 5' -8" 11' -2 "j. PANEL 4' [ PANEL ' D. a .--- VENT R , LNEW CLEAR TEMP. GL. SHOWER ENCLOSURE J EXIST. WALK REVISED FLOOI PL4N SCALE : 1/4" : 1' - 0" REVISIONS MAY 31, 2005 JUNE 22, 2005 JUNE 21, 2005 BY J68 J65 J68 00 c*� 1-4 �' 4.1 M G4 m H w LI3 ' V1 N O n ra4 0 IN ASSOCIATION W/ ARTHUR G. PYLE ARCHITECT NO. 7174 PHONE (305) 892 -9669 FAX (305) 893 -7222 E -mail; smithdgn@aol.cam A -3 OF 5 DRAWN J.Crt.B. CHECKED A.Cx.P. DATE APRIL 21, 2005 A5NOT JOB NO. 04 -3 SHEET SHEETS NOS DOOR SCHEDUL _ I!: LOCATION _�.._ F AMILY / PATIO WIDt 2 -3' -0" I .1 I CsNf r 1 PATIO AT ..._ WOOD //A% ....w w�.__�..w... PAINT __... �... .._.. ALI,M _. WOO 00 . M....... .........._......�.__�.._._.... _.__ ..,.. �.._.......... . 6' -8" 13/4" ® OFFICE / PATIO 2' -6" 6'4' 13/4" PATIO W000 /CLASS ALUM/VINYL WOOD WIDTH TO MATCH EXIST. ® OFFICE CLOSEt 8' -0" 6' -8" I V4" BI -FOLD WOOD -- -. ® OFFICE 1 GARAGE 2' -6" 6' -8" 13/4" SOLID CORE WOOD ALI,MJVINYL WOOD SEE NOTE n o SIDE ENTRY / OFFICE 2' -8" 6' -8" 13/4" PATIO WOOD /C,t.A66 WIDTH TO MATCH EXIST. ® BAT14 •3 2' -0" 6' -8" 13/4" SOLID CORE WOOD MARBLE WIDTH TO MATCH EXIST. 0 SIDE ENTRY 3 6' -8" 13/4" PATIO WOOD /CTLA66 ALUM/VINYL WOOD SIDE LIGHTS TO MATCH DOORS 0 Lo .m_w...._______.... _ .._ _ .. _w.._..._._.......:_._ww...._ __. w..ww_...... _ m...._w� .....__ ._.....�w_ .w_�..w.w «__._ .._..._...�... w � .w.�w. .... _...� ._. 518' DRYWALL ON 3/4• x 1 I/1' P.1. WO40 FURRRYB•16' WOOD RIRRlNG a6 FEW. 314' x 3 I/l' FLU '382 WOOD CASNG 314' P.T. WOOD BLO :K BET N BED of CAULK — 3114'T • 24'OC MN. 3 PER SIPE MN UY 2 Irz' 1131 PEtEIRATIGN NTO CONC. TYP. ALL 4 SIDES 3 U4• MIN. TAPCCN9. OZ MN, 3 PER SIDE MN. UV 2 I/2' MR PeE1RATTGN NTO CO. NC TYP. ALL 4 SVE8 3/4' P.T. WOOD BLOC.KNA — SEt N BED c* CALK TYP. 314• STOOL I11/ 13111.408E EDGE WOO RMIG AS REOARED s/S'DRYUALL ON 3/4 x 1 1/1' P.t. WCOO RIM% • W OC. po0R NOTES TYPICAL UJINIDOUJ DETAIL SCALE, Ito. • I' -0" CONC. BEM OR CONC. LNTEL- 6EE STRUCTURAL STUCCO DRIP SCRIBE • TYP. CONT. PERliENTER CALK I4EAD LINE CFSTUCCO Rt4ME BEYOND P61. WINDOW r ENNF eNOP CALK FERMETER . TYP. ELOPE 811.1000 WASH b' x8'CCNGBN.L(W2. 1 5 CONt. EXWDIDNG 1O BOTH DDS NTO FILLED 6E118 OR COLE TEO INTO VERTICAL REF. SILL ( 4 ) '3 1 APPLY ASTRAGAL TO INACTIVE LEAF 2. METAL SHEATHED, ONE HOUR FIRE RATED UMW AUTOMATIC CLOSER 3. ALL GLASS IN DOORS TO SE IMPACT RESISTENT 4. ALL GLASS M DOORS TO ISE 5 LIGHTS, TO MATCH EXISTING. 5. DOOR •4 4°6 TO BE PANELED TO MATCH EXIST. (SIX PANEL) EXIST. DRAIN FEILD 1 EXIST. SEPTIC EX15T. A/C COMP. EXIST r - 1 L__1 N 2" �xIST. .------ T EXIST. BED *3 L_J -T\ 11 - -J L_' EXIST. BED o2 CL. EXIST. I ATII EXIST. L L— \ EXIST. M. BEE) (5"4) CAST -STONE COLUME SURROUND 4 "4 CONC. FILLET. NEW STEEL COLUME COVERED PATIO O W/ UJOOD CEILING 4/C EXIST. 9' -10" OVERHANG EXIST. HALL r EXIST. HALL 1 4' -1" EXIST. EXTENDED FAMILY SI -6" h. CEILING 16" TILE FLOOR EXIST. DOORS EXIST. DINING BEAM AE3OVE 9' -1 12' -1" ' - 6050 PR uP 6 "t EXIST. LIVING J 4' - 2' -4" 0 9 0 L REPLACE 4 RESWING EX(ST. DOOR 2' - l0" NEW 4/C EXIST. ELEC. PANEL (JUNCTION BOX) SIDE ENTRY NALL t8' h. CEILING 24 CA6EMENt il FENCE _1 NEW A/C COMP., SEE NI- BLOCK EXIST. OPENING EXIST. OFFICE 1 O O _ d N 01 t cA NEW RAILING 2' -VI NEJJ ST P 6 r 12" TILE FLOOR EXIST. KITCHEN EXIST. (itris»)) EX FI R 6 4 6 XIST.I E RFT. ST. =PLACE RELOCATED 4 REPLACE W/H W TILE EXIST. GARAGE *3 OOR 5' -8" NEW CONC. DRIVE EXIST. NEW PORCH 2' -3" 9' -0" EXIST. DOOR t4:w vANITY 1 - 2 " 1' - uP •4 PANEL PANEL TILE . I' RELOCATED EXIST. 10 _J ELEC. METER 4 DRYER VENT — NEW CLEAR TEMP. GL. SHOWER ENCLOSURE EXIST. WALK REVISED FLOOR PLA SCALE 1/4" _ 1' -0" C L 1 fa33I- h 1 �4 M M t A i v t f FLOE 1t7 3 161 IN ASSOCIATION w/ ARTHUR G. PYLE ARCHITECT NO. 7174 PHONE (305) 892 -9669 FAX (305) 893 -7222 E —mail; smithdgn®aol.com REVISIONS BY EXIST. WOOD FENCE TOP OF EXIST. GARAGE FLOOR SLAB, +9.8' NGVD EXIST. BEYOND COvERgr: +kV -5/ ( TOP OF EXIST. GARAGE TIE BEAM TOP OF EXIST. GARAGE FLOOR SLAB, +913' NGVD ENTRY EXIST. BEYOND EXIST. P,4T10 EXIST. DOOR EXIST. NEW TILE ROOF TO MATCH EXIST. (COLOR TNRU) r EXIST. TILED - ROOF BLOCK -UP OPENNING L __J E STUCCO r EXIST. ENTRY 24 CASEMENT +5412 EXIST. RIGI -IT SIDE ELEVATION *WEST* F1?ONt ELEVATION •NORM -1• UNCI�0._.. _1 1 L J (NEW CONC. DRIVE, NEW A/C COMP. SEE FLOOR PLAN LEFT SIDE ELEVATION •EAer• EXIST. TILED ROOF 1 EXIST. EXIST. NEW TILE ROOF ` ( C OLOR /1I -IPl 9t.—N J /2 3 1 51.93 �� EXIST. STUCCO 6050 I•IR NEW STUCCO To MATGN EXIST. SCALE : 1/4" = I' - 0'• ALL NEW WINDOWS AND DOORS TO NAVE IMPACT GLASS. EXIST. EXIST. TILED ROOF +53.05 -58.10 EXIST. TILED ROOF CAST -STONE COLUMNS {� EXIST. STUCCO COvEREID RATIO R TOP OF EXIST. GARAGE TIE BEAM TOP OF EXIST. GARAGE FLOOR SLAB +9.8' NGVD EXIST. EXIST. EXIST. ' STUCCO NEW TILE ROOF TO MATCH EXIST. (COLOR THRIJ) +53.05 +9.8' NGVD REAR ELEVATION •SOUTH• EXIST. TOP OF EXIST. HOUSE TIE BEAM TOP OF EXIST. HOUSE FIN. FLOOR +11.1' NGVD TOP OF RAISED OFFICE FIN. FLOOR +10.6' NGVD GRADE EXIST. TILED _ _-----..,, ROOF EXIST. EXIST. "---- -------_ EXIST. STUCCO TOP OF EXIST. GARBAGE TIE BEAM TOP OF EXIST. HOUSE FINISH FLOOR EXIST. GRADE +9.8' NGVD ELECTRICAL CTION TOP OF EXIST. I -(OUSE TIE BEAM TOP OF EXIST. GARAGE FLOOR SLAB, +9.8' NGVD ODE REVISIONS BY MAY 31, 2005 JUNE 22, 2005 JG5 JG5 J 1 • IN ASSOCIATION W/ ARTHUR G. PYLE ARCHITECT NO. 7174 00 M w C/C 0 CA PHONE (305) 892 -9669 FAX (305) 893 -7222 E-mail; smithdgn@aol.com A -4 Op 5 DRAWN CHECKED A.G.P. DATE APRIL 21, 2005 A3 SCALE ED YOB NO. 04 -3 SHE SHEETS DRAWN J.G.S. CHECKED A.G.P. DATE MARCH 28, 2005 SCALE AS NOTED JOB NO. 04-3 SHEET A__, 4 , op 5 SHEETS osemmile■■• EXIST. WOOD FENCE ■■111111■._ BE Pim /ER ENTRY Exist. BEYOND A I0 NEW TILE ROOF TO MATCH EXIST. EXIST. ENTRY FRONT ELEVATION •NORTI-1* UNCI-IANGED EXIST. TOP OF EXIST. GARAGE TIE BEAM v EXIST. EXIST. DOOR (,. NEW CONC. DRIVE, SEE FLOOR PLAN E)(IST. EXIST. TILED ROOF BLOCK-UP OPENNING ( EXIST. L STUCCO 1 +54.12 NEW A/C COMP. 24 CASEMENT EXIT. ELEVATION •WEST* EXIST. TILED ROOF XIST. EXIST. LEFT 11:)E ELEVATION •EAOTs - ------------------------- - ------- ----------------- - - - NEW TILE ROOF TO MATCI-1 6050 I-1R NUJ STUCCO TO MACI-1 EXIST. TOP OF EXIST. GARAGE TIE BEAM EXIST. EXIST. TILED ROOF 111111111111111111111111/ VA WA FIXED TEMP. TUCCO -56.10 EXIST. TILED ROOF +53.05 COVERED PATIO (FIXED ;TEMP.' //// EXIST. STUCCO EXIST. 9". CAST-STONE — COLUMNS \ EXIST. STUCCO NEW SIDE /1z H EXIST. NEW TILE ROOF TO MATC1-1 EXIST. +53.05 -56.10 ( STUCCO REv15ED ELEVATIONS 5GALE : 1/4" = - 0" TOP OF EXIST. GARAGE FLOOR SLAB EXIST. REAR ELEVATION •$OLITI-Is EXIST. TOP OF EXIST. HOUSE TIE BEAM TOP OF EXIST. 140USE FIN. FLOOR EXIST. TILED ROOF EXIST. EXIST. STUCCO EXIST. TOP OF EXIST. 1-40U FINIH FLOOR TOP OF EXIST. 1-4011S TIE BEAM EXIST. GRADE TOP OF EXIST. GARAGE TIE BEAM ELECTRICAL METER LOCATION TOP OF EXIST. GARAGE FLOOR SLAB REVISIONS BY it t D ES; f CO RPAi 1 i6 NE . , NJ TAMt; FLOR1DX 33161 IN ASSOCIATION W/ ARTHUR G. PYLE ARCHITECT NO. 7174 PHONE (305) 892-9669 FAX (305) 893-7222 E-mail; smithdgn@aol.com ARTHU PYLE ARCHITE NO. 7174 DRAWN J.G.S. eltecKED A.C.P. DATE OCT. 20, 2004 SCALE AS NOTED JOB NO. 04 -3 SKEET A OP 5 SHEETS EXTEND TOP CHORD OF TRUSS TO EXIST. ROOF FASTENER 4 *3, SEE 5 -2, SCHEDULE FASTENER 01, SEE S -2, SCHEDULE l i�i r yi *eve iii.•i .iii►•i• ►•iiiii m iii•►•i•►•►•►•►•►•i•►•ii• ►•iii• • EXIST. izooP STRUCTURE EXIST. CONG. TIE BEAM EXIST. BLOCK WALL " DRYWALL .�_ REMOVE NC EXIST. 2 x ' P.T. PLATE BOLTED TO BEAM a 1 &" OG. W/ - 15/8"e1) 1-4.5. BOLTS 2 X 6 STEM WALL DETAIL 5 C A L E : 3/4" : 1 - 0 FASTENER *3, SEE 5 -2, SCHEDULE ► i • ► • ► • ► • ► • ► • ► • ► • ► •iiiiiii i� i` i �i � ,, c `_ �'". • R -30 INSULATION 2 x o P.T. PLATE BOLTED TO BEAM fa I &" O.C. W/ 5 /S "t H.S. BOLTS 4 -2 x 12 HEADER BEAM NAILED TOGETHER W/ 16d DEFORMED SHANK NAILS e 12" C.C. ALTERNATE TOP 4 SOT. (130TH SIDES) SCALE : 3/4" = 1' - " DRYWALL EXTEND TOP CHORD OF TRUSS TO EXIST. (ROOF ER 4 1, SEE 2, SCHEDULE HEADER BEAM DETAIL R -30 INSULATION TOP OF EXIST. GARAGE TIE SEAM TOP OF EXIST. HOUSE TIE BEAM TOP OF EXIST. HOUSE FIN. FLOOR EXIST.. GARAGE EXIST. C EXIST. OFFICE NEW CONc OOR SLAB TOP OF EXIST. HOUSE TIE E3EAM CROSS SECTION 'A' 'LOOKING NORTI1' FASCIA TO MATCH EXIST. TOP OF EXIST. HOUSE FIN. FLOOR EXIST. CONC. FL. SLAB E 11�li._I�ii =elf _ COLUMN FC TIf I - -7T-NEW FOOTING LONGITUDENAL SECTION 'IV 'LOOKING WEST' CROSS SECTION 'C' *LOOKING SOUTH' SCALE : 1/4" _ - 01 EXIST. FOOTING i1- n ! . 4T TE141ITE TREATED CLEAN FILL. EXTENDED FAMILY NEW CONC. FLOOR SLAB NEW A/C DUCT Exis-r. CONC. FL. SLAB EXIST. EARTH n It NEW DRYWALL NEW RETURN AIR GRILL SIDE E EXIST. TILE ROOF VTRY HALL EXIST. FOOTING If lI IEII • I 1 -11 1 - I I 1 I IIEII9I �i�lll COLUMN FOOTING STEEL BEAM REMOVE OVERHANG LINE OF EXIST. WALL 4 ROOF REMOVED NEW FLOOR filbralar AP - %I4/ IIII/.////// /I /I /// / /IIIKOW /41/41W /.I /IAIMI EXIST. STRUCTURE EXI57 ROOF STRUCTURE ,r/v A A / I / I /, I'/,/ I / XIS . FL OR TfRUCTU Irr I/ -4111 4 e•►• 4•4 siWi•►.4 i i r Mel 4. O II ►•i•x iii• t MN Il►• ►•. ell" � ❖. ❖.•. ► • ► •p ► .. r I % .i�►rii�i i ii ►iiiiiisiiiiiiiii1s�►�i..riiii r All EXIST. TILE ROOF= EXIST. STUCCO NEW STOOP 4 STEPS EXIST. EXIST. STUCCO FUTUR POOL DECK SECT1OS TkRU EXTENE D FAMILY ROOM TOP OF EXIST. HOUSE TIE [SEAM TOP OF EXIST. HOUSE FIN. FLOOR REVISIONS BY • 1 1 Nt E'+ O z 0 M IN ASSOCIATION W/ ARTHUR G. PYLE ARCHITECT NO. 7174 PHONE (305) 892 -9669 FAX (305) 893 -7222 E -mail; smithdgn®aol.com FOUNDATION SCHEDULE MARK SIZE INCHES ELEV. 1 TOP RE INFORCING REMARKS TOP BOTTOM TC 8" x 12" -- 4 #5 VERTICAL, # DOWELS © 12" C.C., 6 EMBEDMENT INTO EXIST. F -1 24 "w. x 12 "d. I -- -- #5 0 14" c.c. #5 ® 10" c.c. 3 — # CONT. 2 — #5 CONT. MONOLITHIC F -2 16 "w. x 16 "d. F -3 30" x 30" x 12 "d. -- 3 #5 EA. WAY . 3 #5 EA. WAY . SQUARE FOOTING CbLUMN SCHEDULE MARK SIZE INCHES I ELEV. TOP REINFORCING REMARKS TC 8" x 12" -- 4 #5 VERTICAL, # DOWELS © 12" C.C., 6 EMBEDMENT INTO EXIST. 1 8" x 17" -- 4 #6 VERTICAL, CONC. FILLED #3 TIES @ 12 C.C., 4" X 12" X 5/8" T. TOP PLATE, WELDED TO BEAM 12 "x 12 "x 5/8" T. BOT. PLATE, W/ 4 -5/8" 6 "L. 'J' BOLTS P4 4" x 4 x 1/4" -- r EXIST. (DRAIN FILED SEPTIC L - - - - L 1 Os)) 9' -10" 9' -10" 11 EXIST. FOOTING " A 4,4 A riwrisrAmommurvAmmr- r i, V 1111111111111111 :]Illii F .2 4 "t. CONC. BLAB ON W,} 6X6 -10/10 WW1. ON 6 MiL VAPOR BARRIER ON TREATED WELL COMPACTED FILL COVERED PATIO F -2 F -3 F -2 F -3 F -2 12' -1 IIIIIIIIUIIIIII ::IIIIIIIIIIIIIiIUI CCNC FILLED CELL W/ IS VERT. CaNC. FILLED CELL. vERt. UP 6 4 "t. CONC. BLAB ON W/ F-1 6X6 -10/10 W.W.M. ON 6 MIL VAPOR BARRIER ON TREATED 6 WELL COMPACTED FILL x w F -3 9 XIST. ONC 4 "t. CONC. B 6X6 -10/10 W VAPOR BA WELL COT LAB AB AB EXIST. FOOTING F -3 Or NElU F'ORC F1-2" EA UP 17 EXIST. WALK r 1 Al 0 Ai3 ON W/ M.ON6MIL -IERON CTED FILL EX ST. WALK REVISED FOUND4TION PLAN soils Based on rational analysis and soil Investigation as set forth In - the FBC the bearing capacity of the soil to be o. min. of 2,000 psf, and therefore designed the footings for this condition, The contractor must notify the Architect or Engineer of any condition that is different than the above statement, pior to starting foundations. REVISIONS MAY 31, 2005 BY JG3 U c) 3 D L rr 1 N C O oo M w O rN 0 R.-113.th- FLOM - - 3 161 IN ASSOCIATION W/ ARTHUR G. PYLE ARCHITECT NO. 7174 PHONE (305) 892 -9669 FAX (305) 893 -7222 E -mail; smithdgn@aol.com OF 5 DRAWN CHECKED DA'T'E APRIL 21, 2005 SCALE AS NOTED JOB NO. 04 -3 SIIIAEr s -1 SHEETS FOU MARK DATION SCPEDULE MARK SIZE INCHES ELEv. 1 T0F' RE INFORC INCA REMARKS TOP BOTTOM , 5 TC 8" x 12" -- 4 #5 VERTICAL, # DOWELS 0 12" C.C., 6" EMBEDMENT INTO EXIST. F -1 _ 24 "w. x 12 "d. I -- -- #5 0 14" c.c. #5 0 10" c.c. 3 — #5 CONT. 2 — #5 CONT. MONOLITHIC F -2 16"w. x 16"d. F -3 30" x 30" x 12 "d. -- 3 #5 EA. WAY . 3 #5 EA. WAY . SQUARE FOOTING cbLUMN Sc4EDULE MARK SIZE INCHES I ELEv. TOP REINFORCING REMARKS SCALE AS NOTED I JOB NO. 04 -3 , 5 TC 8" x 12" -- 4 #5 VERTICAL, # DOWELS 0 12" C.C., 6" EMBEDMENT INTO EXIST. 1 8" x 17" -- 4 #6 VERTICAL, #3 TIES 0 12" C.C., P4 4" x 4" x 1/4" -- CONC. FILLED 4" X 12" X 5/8" T. TOP PLATE, WELDED TO BEAM 12 "x 12 "x 5/8" T. BOT. PLATE, W/ 4 -5/8" 6 1. 'J' BOLTS L z w a_ 0 0 r EXIST. DRAIN FEILD r - - - -- 1 j SEPTIC j L - - - - -� L_ Om)) F -2 F -2 F .2 4 "t. CONC. SLAB ON Wi, 6X6 -10/10 W.W.M. ON 6 MIL vAPOR BARRIER ON TREATED WELL COMPACTED FILL COV PATIO F -3 F-3 0 11116 1ST. FOOTINC� a / /4_V AW // V F -2 12' -1" F-1__. CONC. FILLED CELL UV 0 9 VERT. E S uP CONC. FILLED CELL U1/ '5 VERT. 4 "t. CONC. SLAB ON W/ WM F -1 6X6 -10/10 .W. ON 6 MIL VAPOR BARRIER ON TREATED WELL COMPACTED FILL X UJ N •� CO ' OV 1ST. ONC. =1 •I • F -3 cS I UP A 811" A7 ' 44 , XIST. ONC LA13 4 "t, CONC. S 6X6 -10/1 W VAPOR B WELL COMr AB " EA NEW PORCH EXIST. 9' -10" -10" 1 5' -8" 1 1l_211 I .4 EXIST. WALK EXIST. FOOTING 7 SCALE : 1/4" I0Il I AB ON WI M.ON6MIL - lER ON TED FILL EXIST. WALK REVISED FOUNDATION PL ,6 REVISIONS BY IN ASSOCIATION W/ ARTHUR G. PYLE ARCHITECT NO. 7174 PHONE (305) 892 -9669 FAX (305) 893 -7222 E -mail; smithdgn@aol.com DRAWN J.C.S. CHEMED A.G.F. DATE MAFRCN 28, 2005 SCALE AS NOTED JOB NO. 04 -3 , 5 SHEBT sHEETs L z w a_ 0 0 r EXIST. DRAIN FEILD r - - - -- 1 j SEPTIC j L - - - - -� L_ Om)) F -2 F -2 F .2 4 "t. CONC. SLAB ON Wi, 6X6 -10/10 W.W.M. ON 6 MIL vAPOR BARRIER ON TREATED WELL COMPACTED FILL COV PATIO F -3 F-3 0 11116 1ST. FOOTINC� a / /4_V AW // V F -2 12' -1" F-1__. CONC. FILLED CELL UV 0 9 VERT. E S uP CONC. FILLED CELL U1/ '5 VERT. 4 "t. CONC. SLAB ON W/ WM F -1 6X6 -10/10 .W. ON 6 MIL VAPOR BARRIER ON TREATED WELL COMPACTED FILL X UJ N •� CO ' OV 1ST. ONC. =1 •I • F -3 cS I UP A 811" A7 ' 44 , XIST. ONC LA13 4 "t, CONC. S 6X6 -10/1 W VAPOR B WELL COMr AB " EA NEW PORCH EXIST. 9' -10" -10" 1 5' -8" 1 1l_211 I .4 EXIST. WALK EXIST. FOOTING 7 SCALE : 1/4" I0Il I AB ON WI M.ON6MIL - lER ON TED FILL EXIST. WALK REVISED FOUNDATION PL ,6 REVISIONS BY IN ASSOCIATION W/ ARTHUR G. PYLE ARCHITECT NO. 7174 PHONE (305) 892 -9669 FAX (305) 893 -7222 E -mail; smithdgn@aol.com DESiGN WIND PRESSURES ZONE GROSS UPLIFT (P.6F) NET UPLIFT (P.°F.) WALL, WINDOWS 4 DOOR PRESSURE (P.SP) ROOFINGS .3 STIRRUPS REMARKS D (1) NEGATIVE -45.45 -45.45 L6 (2) NEGATIVE -73.28 -73.28 (3) NEGATIVE -73.28 -73.28 (2) OVERHANG 102.04 - 102,04 -- (3) OVERHANG - 115.95 - 115.95 TRUSSES / JOIST 4° C.C. (1) NEGATIVE -49.26 -39.26 8" X 12" (2) NEGATIVE - 100.18 -90.18 2 6 (3) NEGATIVE - 100.18 -90.18 (2) OVERHANG - 102.04 -92.04 (3) OVERHANG - 168.36 - 158.36 COVERED PATIO (1) NEGATIVE -62.61 -52.61 (2) NEGATIVE -90 -80.44 (3) NEGATIVE -90.44 -80.44 (2) OVERHANG - 102.04 -92.04 (3) OVERHANG - 130.16 - 120.16 WALLS (4) (FIELD NEGATIVE) -46.80 (5) (CORNER NEGATIVE) -47.98 (4) & (5) (POSITIVE) 41.76 BEAM SCI4EDULE MARK 51ZE INCHES ELEV. TOP REINFOtRCINC 13 .3 STIRRUPS REMARKS D c E NO. SPACING INCH L6 (1) 2" x 8" P.T. WOOD , 5/8" 0 24" c.c. CB -1 8 X 12" -- 2 -6 2 -6 4° C.C. CB -2 8" X 12" -- 2 -6 2 6 4" C.C. SB -1 W 10x12 STEEL BEAM LEDGER SCI- 4EDULE TYPE NO. 4 DIMENSION • VERTICAL LOAD (PSF) BOLT 4 5PACINCz L2 (2) 2" x 8 P.T. WOOD 90.18 5/8" 0 16 c.c. L6 (1) 2" x 8" P.T. WOOD 92.04 5/8" 0 24" c.c. GENERAL STRUCTURAL NOTES All dimensions ehall be verified by contractor at the Job site and to care of any discrepancy Tn drawings, architect and or engineer shall be notified and obta approval before proceeding with work Contractor shalt comply with all the provisions of the 2001 Florida eulidtng Code and the ACI 318 -02 epeciftcattone. Coordination of the work of all trades. letructural, plumbing, electrical, air condittontn and architectural) at e time of erecting the building structure is the contract th contractor's. reeponelbiltty. No additional payments shall be made to the contractor, for the contractor's fatlure to correct conflicting field conditions after the structure has been erected. The engineers shall not be responsible for, nor have control or changes of construction means. Method. of sequence, or procedures, or for safety pre auttc41s and programs. All change orders must be elgned and approved by the owner prior to awroval by the architect and or engtreer. Structural calcutattone shall be breed on wind velocity of 146 MPI4 in accordance with A6CE 1 -98. Ateo needs to comply with the 2001 Florida Suitding Code. COnG'ete Minimum compreestve strength for all structural concrete shall be as follows. Minimum of' 5 bags of cement per cubic yard of concrete (unless otherwt &e specified on the plane), Beane, columns, 4 slab& 3000 P61 • 28 day. All etructurat concrete 3000 P61 a 28 days Cement shall be portland type I, conforming to ASTM 150. Regulaar weight aggregates shall comply with A6TM C -33 and the 2001 Florida eutldfng Code. Aggregate shall be clean and well graded with manufacturer's instruction. admixture ehall be free of calcium chloride. Provide "DURAPEL" Integral water repellent admixture to all slabs on or below grade. Concrete wet cure trite of 1 days minimum. ACI 318, section 53). 3egragatton of concrete material& and retempered concrete are not allowed. Reinforctng steel_ All reinforcing steel shall be A6TM A -615 grade 60 ASTM deformations. Datailing, fabricattone, and placement of' ail reinforcing shall conform to the ACI 318 -02 and CiZ61 specificatton&. Contrator shalt provide adequate chairs to support the reinforcing and to prevent displacement. All dteconttnuous ends of all top reinforcing &hall be hooked. Provide 2 0 5, 6' - 0" long (bent to the middle) corner bars at all corner., placed at the exterior face of the beam. Column dowel& and reinforcing ap Itcee &hall be not tees than 30 bar diameters (for compression members and shall be in accordance with ACi 315 -02 table I thru a Lap top reinforcing steal at the mid span and bottom reinforcing steel over the supports. Reinforcing steel shall be free of ruet, state, and other deleterious matter. Reinforcing clear cover Shall be as follows: Columns ll'2" Beams 2" Slab on grade Footing& 3" 3 EXTRA STOCK: The contractor shall include in hie bid the coat of 500 lbs. of additional reinforcing steel, including fabrication, bending, furnishing, as directed by the architect, the architect's agent, or by the owner's conetructton supervieor. The price of all unused extra stock than be credited to the owner'& account. Structural steak. 6haII be A6TM A -36. Bolts shall be high strength A61 T A - 325 - All welding shall Ps formed by certified welders. Al structuraI steel ehall be free of rust, oil, and s ccale. Contractor :than submit shop drawings for approval prfor to fabrication. All structural steel shall be coated with one ehpp coat rust inhibitive paint. All members shall be welded to develop full strength with E -60 and E -10 electrodes. Slab opening Contractor ehall provide openings through concrete slabs ae required by blocking out prior to concrete cast. No trapping will be permitted. All openings through the concrete floor Blab for ptumbtng, waste, electrical, mechtiintcal, ehall be coordinated with related plans. Testing Materiale Contractor is reeponatbte for the expenses of all required testing, preformed by approved testing laboratory. Contractor shall submit all teat reeuTte to engineer. blood Minimum fiber &trees in bending shall not be lees than 1200 PSI. Approved separating matertall shall be used where wood is in contact with concrete. Lumber used for Joteie, rafters, trusses, beams and / or other structural memebers be of no lees than no. 2 grade of southern ptne,douglas fir, larch, him -fir or spruce pine -fir. Roof Plywood Sheathing °shall be 5 4" ext. plywood w/ 10d nails • 6" c.c. at intermediate supports and two rows of l0d nape • 6° C.C. along the edges, and 10d nails • 4" c.c. for gable end. I x 3 wood furrtnngg strip a 16" c.c. shall be provided for the ceiling for all wood trusses. See architecturaI plan. Furring strip ehaII be nailed to trusses w/ 2- led nails at each truss. Concrete Blocks Shall conform to the latest standards of 2001 Florida IEu1Iding Code. All load bearing walla ehall be type "H" with a minimum average etrengthi of 2,500 P6I. All reinforciinngg masonry unite ehaII be continually filled with concrete. Contractor shall comply with section 2104 of' Building code. Contractor shall provide opening at the bottom of reinforced masonry uniteat each level for insppection. Provide I'S horizontal reinforcing, ladder type for reinforced masonry dnd trues type for all maeorry wallas 16" c.c. Extend wires 4" into concrete column&. Provtde i - vertical reinforcing in grouted cell at each side of openings between 3' -0" and 8' -0 °. Extend reinforcing into concrete beam at the top and bottom, as per column reinforcing detail. Splice length for these reinforcing .hail be minimum 30 ". Reinforced Unit Masonry Lied high stump (super plasticized) where height of lift exceeds 4' - ", use higgh lift grouting technique which requires a clean out opentngs at the bottom of all reinforced cells and placing the grout in maximum 4' -0" lifts with 30 to 60 minutes delay between the lifts. All walls to be reinforced as indicated on the plane. Concretes masonry unite (block) ehall comply with the provision of the standard specifications for the design and construction of load bearing concrete masonry NCMA TR -1513 or ACI -531. All vertical cells with reinforcing shall lee filled with course rout consisting of 3000 P'l concrete with/0 course aggregate. Glum shall be ", : I ". A class "C" lap length ptue 3" or full depth, plus a standard hook. Laps for reinforced masonry shall be 48 bar diameter. Contractor shall coordinate placing of dowels to accommodate module of' masonry unite. All reinforced mad construction, where called for on plane, shall be in dccordance with applicable rovretons of concrete reinforcement, east -in-place concrete and concrete masonry. Preparatton of' Foundation Contractor to follow all plans for th1& protect, and use the F.B.C. as a guide. Frequency of Testing (1) Not less than 3 specimens shali be made for each standard test. (2) Samples for strength of each class of concrete placed each day shall be taken not less than once a day, or leas than once each 50 cubic yard of concrete, nor leas than once for each 5000 sq. ft. of' eurface area for elates or walls. ROOF ZONES a = 3.82' $ >10° < 30° MARK 11 C 7 NVRT22F NVHU 26 EHUH 26 TYPE (1) NVRT22F WOOD BLOCK (2) NVRT22F EHUH 28 -3 NVTP6 12005 FRAMING FASTENER SCHEDULE SEAT / 1- 1EADER STRAPS / TRUSS UPLIFT NOA (9) 16d (9) 16d (9) 16d (20) 16d (20) 16d (40) 16d (2) 2 "x 4" P.T. Wood Ledger New W10x12 Steel Beam DESIGN LOADS ROE 1st FLOOR (9) 16d (11) 16d (5) 1/4" TAPCON (9) 16d (10) 10d x 1 1/2° (10) 10d x 1 1/2' (16) 10d x 1 1/2" (8) 16d MASONRY WALLS : REINFORCED MASONRY WALLS : WOOD TRUSSES / SHEATHING : 11LE: ROOFING : CEILING : MECN / ELECT. / MISCL. : INSULATiON. TOTAL DL : TOTAL LL : TOTAL : CONCRETE 4" SLAB : PARTITIONS : MECH. / ELEC. / MISCL : TiLE : TOTAL DL : TOTAL LL : 60.00 PSF 100.00 PSF 880.0 1135.0 0.0 880.0 1213.0 1200.0 2645.0 1200.0 RT22 By USP, N.O.A. 01 -0912.05 7.00 PSF 12.00 PSF 6.00 PSF 5.00 PSF 3.00 PSF 2.00 PSF 35.00 PSF 30.00 PSF 65.00 PSF 48.33 PSF 20.00 PSF 2.00 PSF 20.00 PSF 90.00 PSF 40.00 PSF 03- 0327.14 03- 0327.14 03- 0327.14 03- 0327.14 03- 0611.05 03- 0611.05 03- 0224.10 5/8" Thru Bolts A307 16" c.c. Staggered RAFTER TO STEEL BEAM CONNECTION x12W is I I I I I R ROOF PR4MINC PLAN REVISIONS MAY 31, 2005 BY JGS 1 U 4t 0 0 ].fi 33v 1St .-i +' N: fi - FLOt3T1YA'`3S161 i IN ASSOCIATION W/ ARTHUR G. PYLE ARCHITECT NO. 7174 PHONE (305) 892 -9669 FAX (305) 893 -7222 E -mail; smithdgnOaol.com ov DRAWN CHECKED J.Cs.S. AE.P. DATE APRIL 21, 2005 SCALE AS NOTED 108 NO. 04 -3 SHEET S -2 SHEETS DESIGN UJIND PRESSURES ZONE GROSS UPLIFT (P.S.F.) NET UPLIFT (P.SF.) WALL, WINDOWS it DOOR PRESSURE (P.6F.) ROOFING (1) NEGATIVE -45.4.5 -45.45 OP 5 (2) NEGATIVE -73.28 -73.28 (3) NEGATIVE -73.28 -73.28 (2) OVERHANG 102.04 - 102,04 (3) OVERHANG - 115.95 - 115.95 TRUSSES / JOIST (1) NEGATIVE 1 -49.26 -39.26 (2) NEGATIVE - 100,18 -90.18 (3) NEGATIVE - 100.18 -90.18 (2) OVERHANG - 102.04 -92.04 (3) OVERHANG 1 - 168.36 - 158.36 COVERED PATIO (1) NEGATIVE -62.61 -52.61 (2) NEGATIVE -90.44 -80.44 (3) NEGATIVE -90.44 -80.44 (2) OVERHANG - 102.04 -92.04 (3) OVERHANG - 130.16 - 120.16 WALLS (4) (FIELD NEGATIVE) -46.80 (5) (CORNER NEGATIVE) -47.98 (4) & (5) (POSITIVE) 41,76 GENERAL STRUCTURAL NOTES : 411 dimenetone ehal► bes verified by contractor at the Job site and In case of any discrepancy in drawings, architect and or engineer shall be notified and obtain their approval before proceeding with work Contractor shall comply with all the provisions of the 2001 Florida retelding Code and the ACI 318 -02 specifications. Coordination of the work of all trades. (Structural, plumbitnngg,� electrical, air conditioning and architectural) at the time of erecting thebuttding structures is the contractor's responsibility. No additional payments shall be made to the contractor, for the contractor's failure to correct conflicting field conditions after the structure has been erected. The engineers shall not be responsible for, no have control or change of construction means. Methods of sequence, or procedures, or for safety precautions and programs. All change orders must be signed and approved by the owner prior to approval by the architect and or engineer. Structural calculations shall be based on wino velocity of 146 MP$4 In accordance with ASCE 1 -98. Also needs to comply with the 2001 Florida Building Code. Concrete Minimum compressive strength for Minimum of 5 bags of cement per on the plane), Beams, columns, 4 slabs All structural concrete Cement shall be portland type I, conforming to ASTM 150. Reguiaar weight aggregates shall comply with ASTM C-33 and the 2001 Florida 13uildtng Code. Aggregate shall be can and well graded with manufacturer's instruction. admixture shall be free of calcium chloride. Provide "DURAPEL" Integral water repellent admixture to all slabs on or below grade. Concrete wet cure time of 1 days minimum. ACI 318, section 5.5.1. Segragatton of concrete materials and retempered concrete are not allowed. Reinforcing steel all structural concrete shall be as follows. cubic yard of concrete (unless otherwise specified 3000 PSI • 28 days 3000 PSl • 28 days .411 reinforcing steel shall be AWN A -619 grade 60 ASTM deformations. Detailing, fabrications, and placement of all reinforcing shall conform to the ACI 318 -02 and CRSI specifications. Contrator shall provide adequate chairs to support the reinforcing and to prevent displacement. All discontinuous ends of all to reinforcing shall be hooked. Provide 2 0 5, 6' -0" long (bent in the middle) corner bars at all corners, placed at the exterior face of this beam. Column dowels and reinforcing &polices shall be not less than 30 bar diameters (for compression members and shall be In accordance with ACI 318 -02 table 1 thru 8. Lap top reinforcing steel at the mid span and bottom retnforctng steel over the aupporte. Reinforcing steel shall be free of rust, scale, and other deleterious matter. Reinforcing clear cover shall be as follows: Columns Beams Slab on grade Footings 3" 1i/ 2" 3" EXTRA STOCK: The contractor shall include in hie bid the cost of 500 lbs. of additional reinforcing steel, including fabrication, bonding, furnishing, as directed by the architect, the architect's agent, or by the owner's construction supervisor. The price of all unused extra stock shall be credited to the owner's account. Structural steel Shall be ASTM A -36. Bolts shall be high strength ASTM A- 325 -X. All welding shall be performed by certified welders. All structural steel shall be free of rust, oil, and scale. Contractor shall submit shop drawings for approval prior to fabrication. All structural steel shall be coated with one shop coat rust inhibitive paint. All members shall be welded to develop full strength with E -60 and E -10 electrodes. Slab opening Contractor shall provide openings through concrete slabs as required by blocking out prior to concrete cast. No chipping will be permitted. All openings through the concrete floor slab for plumbing, waste, electrical, mechanical, shall be coordinated with related plans. Testing Materials Contractor is responsible for the expenses of all required testing, preformed by approved testing laboratory. Contractor shall submit all test results to engineer. Wood Minimum fiber stress in banding shall not be leas than 1200 PSI. Approved eaparatin material, shall be used where wood is in contact with concrete. Lumber used for Joi rafters, trusses, beams and / or other structural memebers be of no less than no. 2 grade of southern ptne,douglas fir, larch, htm -fir or spruce pine -fir. Roof Plywood Sheathing Shall be se" ext. plywood w/ 10d nails • 6" c.e. at intermediate supports and two rows of I0d malls • 6" c.c. along the edges, and I0d nails • 4" c.c. for gable end. I x 3 wood furring trip • 16" c. shall be provided for the ceiling for all wood Sees trusses. Se architectural .c tectural plan. Furring strip shall be nailed to trusses w/ 2- 10d nails at each truss. Concrete Blocks Shall conform to the latest standards of 2001 Florida Building Code. All load bearing wails shall be type "N" with a minimum average strength of 2,500 P61. All reinforcing masonry units shall be continually filled with concrete. Contractor shall comply with section 2104 of Building code. Contractor shall provide opening at the bottom of reinforced masonry unitsat each level for insppection. Provide 0 8 horizontal reinforcing, ladder type for reinforced masonry and truss type for all masonry walls • 16" c.c. Extend wires 4" into concrete columns. Provide I - vertical reinforcing in grouted cell at each side of openings between 3' -0" and a' -0". Extend reinforcing into concrete beam at the top and bottom, as per column reinforcing detaT. Splice length for these reinforcing shall be minimum 30 ". Reinforced Unit Masonry Use high stump (super plasticized) where height of lift exceeds 4' -0 ", uses high 1111 grouting techniques which requires a clean out openings at the bottom of all reinforced cells and placing the grout to maximum 4' -0" lifts with 30 to 60 minutes delay between the lifts. All walls to be reinforced as indicated on the plans. Concrete masonry unite. (blocks) shall comply with the provision of tha standard specifications for the design and construction of load bearing concrete masonry NCMA TR -15B or ACi -531. All vertical cells with reinforcing shall be filled with course grout consisting of 3000 PSl concrete with 0 8 course aggregate. Slum shall be 9 ", : 1 ". A class "G" lap length plus 3" or full depth, plus a standard hook Laps for re ed inforc masonry shall be 4g bar diameter. Contractor shall coordinate placing of dowels to accommodate module of' mason units. All reinforced mas construction, where called for on plans, shall be in masonry with applicable ovisions of concrete reinforcement, cast -in -place concrete and concrete masonry. Preparation of Foundation Contractor to follow all recommendations of geotecl engineer for this protect and uee the original soil report as a guide. Frequency of Testing (1) Not leas than 3 specimens shall be made for each standard test. (2) Samples for strength of each class of concretes placed each day shall be taken not less than one a day, nor less than once each 50 cubic yard of concrete, nor leas than once for each 5000 eq. ft. of surface area for slabs or walla. ROOF ZONES a = 3132' $ >10° < 30° ROOF FRAMING FASTENER SCWEDULE MARK n P1 n 5 6 n TYPE NVRT22F (1) NVRT22F W000 BLOCK (2) NVRT22F NVHU 26 EHUH 26 EHUH 28 -3 NVTP6 SEAT / HEADER (9) 16d (9) 16d (9) 16d (11) 16d (20) 16d (20) 16d (4.0) 16d STRAPS / TRUSS (5) 1/4" TAPCON 1 (9) 16d (9) 16d (10) 10d x 1 1/2 (10) 10d x 1 1/2" (16) 10d x 1 1/2" 1 (8) 16d UPLIFT 880.0 1135.0 0.0 880.0 1213.0 1200.0 2645.0 1200.0 NOA 03- 0327.14 03- 0327.14 03- 0327.14 03- 032714 03- 0611.05 03- 0611.05 03- 0224.10 IBE4M SCI- E ULE MARK CB -1 CB -2 SB -1 SiZE INCHES 8 " X12" 8" X 12" W 10x12 ELEV. TOP REINFORCING A 2 -6 2 -6 B 2 -6 2 -6 *3 STIRRUPS NO. SPACING INCH 4" C.C. 4 C.C. REMARKS STEEL BEAM LEDGER SCI-4EDULE TY PE L2 L6 (2)2 x8 " P.T.WOOD (1) 2 " x 8. P.T.WOOD NO. 4 DIMENSION UDE 1st FLOOR VERTICAL LOAD (PSF) 90.18 92.04 DESIGN LOADS WOOD TRUSSES / SHEATHING : TILE : ROOFING : CEILING : MECH / ELECT. / MISCL : INSULATION. • TOTAL DI : TOTAL LL : TOTAL : CONCRETE 4" SLAB : PARTITIONS : MECH. / ELEC. / MISCL : 11LE : TOTAL DL : TOTAL LL : 5/8" ® 16" c.c. 5/8" 0 24" C.C. BOLT 4 SPACING MASONRY WALLS : REINFORCED MASONRY WALLS : 60.00 PSF 100.00 PSF 7.00 PSF 12.00 PSF 6.00 PSF 5.00 PSF 3.00 PSF 2.00 PSF 35.00 PSF 30.00 PSF 65.00 PSF 48.33 PSF 20.00 PSF 2.00 PSF 20.00 PSF 90.00 PSF 40.00 PSF s • AN C; r A` I T • N . TIE , •E • P • TE 41.2 G IN ASSOCIATION IV/ ARTHUR G. PYLE ARCHITECT NO. 7174 0 WO," FLO111/1 3,3161 PHONE (305) 892 -9669 FAX (305) 893 -7222 E -mail; smithdgn@aol.com DRAWN J.C.S. CHECKED A.G.P. DA'r8 MARCIA 2E3, 2005 SCALE A5 NOTED JOE NO. 04 -3 OP 5 si;r ' 2 arm sHEBTS GENERAL STRUCTURAL NOTES : 411 dimenetone ehal► bes verified by contractor at the Job site and In case of any discrepancy in drawings, architect and or engineer shall be notified and obtain their approval before proceeding with work Contractor shall comply with all the provisions of the 2001 Florida retelding Code and the ACI 318 -02 specifications. Coordination of the work of all trades. (Structural, plumbitnngg,� electrical, air conditioning and architectural) at the time of erecting thebuttding structures is the contractor's responsibility. No additional payments shall be made to the contractor, for the contractor's failure to correct conflicting field conditions after the structure has been erected. The engineers shall not be responsible for, no have control or change of construction means. Methods of sequence, or procedures, or for safety precautions and programs. All change orders must be signed and approved by the owner prior to approval by the architect and or engineer. Structural calculations shall be based on wino velocity of 146 MP$4 In accordance with ASCE 1 -98. Also needs to comply with the 2001 Florida Building Code. Concrete Minimum compressive strength for Minimum of 5 bags of cement per on the plane), Beams, columns, 4 slabs All structural concrete Cement shall be portland type I, conforming to ASTM 150. Reguiaar weight aggregates shall comply with ASTM C-33 and the 2001 Florida 13uildtng Code. Aggregate shall be can and well graded with manufacturer's instruction. admixture shall be free of calcium chloride. Provide "DURAPEL" Integral water repellent admixture to all slabs on or below grade. Concrete wet cure time of 1 days minimum. ACI 318, section 5.5.1. Segragatton of concrete materials and retempered concrete are not allowed. Reinforcing steel all structural concrete shall be as follows. cubic yard of concrete (unless otherwise specified 3000 PSI • 28 days 3000 PSl • 28 days .411 reinforcing steel shall be AWN A -619 grade 60 ASTM deformations. Detailing, fabrications, and placement of all reinforcing shall conform to the ACI 318 -02 and CRSI specifications. Contrator shall provide adequate chairs to support the reinforcing and to prevent displacement. All discontinuous ends of all to reinforcing shall be hooked. Provide 2 0 5, 6' -0" long (bent in the middle) corner bars at all corners, placed at the exterior face of this beam. Column dowels and reinforcing &polices shall be not less than 30 bar diameters (for compression members and shall be In accordance with ACI 318 -02 table 1 thru 8. Lap top reinforcing steel at the mid span and bottom retnforctng steel over the aupporte. Reinforcing steel shall be free of rust, scale, and other deleterious matter. Reinforcing clear cover shall be as follows: Columns Beams Slab on grade Footings 3" 1i/ 2" 3" EXTRA STOCK: The contractor shall include in hie bid the cost of 500 lbs. of additional reinforcing steel, including fabrication, bonding, furnishing, as directed by the architect, the architect's agent, or by the owner's construction supervisor. The price of all unused extra stock shall be credited to the owner's account. Structural steel Shall be ASTM A -36. Bolts shall be high strength ASTM A- 325 -X. All welding shall be performed by certified welders. All structural steel shall be free of rust, oil, and scale. Contractor shall submit shop drawings for approval prior to fabrication. All structural steel shall be coated with one shop coat rust inhibitive paint. All members shall be welded to develop full strength with E -60 and E -10 electrodes. Slab opening Contractor shall provide openings through concrete slabs as required by blocking out prior to concrete cast. No chipping will be permitted. All openings through the concrete floor slab for plumbing, waste, electrical, mechanical, shall be coordinated with related plans. Testing Materials Contractor is responsible for the expenses of all required testing, preformed by approved testing laboratory. Contractor shall submit all test results to engineer. Wood Minimum fiber stress in banding shall not be leas than 1200 PSI. Approved eaparatin material, shall be used where wood is in contact with concrete. Lumber used for Joi rafters, trusses, beams and / or other structural memebers be of no less than no. 2 grade of southern ptne,douglas fir, larch, htm -fir or spruce pine -fir. Roof Plywood Sheathing Shall be se" ext. plywood w/ 10d nails • 6" c.e. at intermediate supports and two rows of I0d malls • 6" c.c. along the edges, and I0d nails • 4" c.c. for gable end. I x 3 wood furring trip • 16" c. shall be provided for the ceiling for all wood Sees trusses. Se architectural .c tectural plan. Furring strip shall be nailed to trusses w/ 2- 10d nails at each truss. Concrete Blocks Shall conform to the latest standards of 2001 Florida Building Code. All load bearing wails shall be type "N" with a minimum average strength of 2,500 P61. All reinforcing masonry units shall be continually filled with concrete. Contractor shall comply with section 2104 of Building code. Contractor shall provide opening at the bottom of reinforced masonry unitsat each level for insppection. Provide 0 8 horizontal reinforcing, ladder type for reinforced masonry and truss type for all masonry walls • 16" c.c. Extend wires 4" into concrete columns. Provide I - vertical reinforcing in grouted cell at each side of openings between 3' -0" and a' -0". Extend reinforcing into concrete beam at the top and bottom, as per column reinforcing detaT. Splice length for these reinforcing shall be minimum 30 ". Reinforced Unit Masonry Use high stump (super plasticized) where height of lift exceeds 4' -0 ", uses high 1111 grouting techniques which requires a clean out openings at the bottom of all reinforced cells and placing the grout to maximum 4' -0" lifts with 30 to 60 minutes delay between the lifts. All walls to be reinforced as indicated on the plans. Concrete masonry unite. (blocks) shall comply with the provision of tha standard specifications for the design and construction of load bearing concrete masonry NCMA TR -15B or ACi -531. All vertical cells with reinforcing shall be filled with course grout consisting of 3000 PSl concrete with 0 8 course aggregate. Slum shall be 9 ", : 1 ". A class "G" lap length plus 3" or full depth, plus a standard hook Laps for re ed inforc masonry shall be 4g bar diameter. Contractor shall coordinate placing of dowels to accommodate module of' mason units. All reinforced mas construction, where called for on plans, shall be in masonry with applicable ovisions of concrete reinforcement, cast -in -place concrete and concrete masonry. Preparation of Foundation Contractor to follow all recommendations of geotecl engineer for this protect and uee the original soil report as a guide. Frequency of Testing (1) Not leas than 3 specimens shall be made for each standard test. (2) Samples for strength of each class of concretes placed each day shall be taken not less than one a day, nor less than once each 50 cubic yard of concrete, nor leas than once for each 5000 eq. ft. of surface area for slabs or walla. ROOF ZONES a = 3132' $ >10° < 30° ROOF FRAMING FASTENER SCWEDULE MARK n P1 n 5 6 n TYPE NVRT22F (1) NVRT22F W000 BLOCK (2) NVRT22F NVHU 26 EHUH 26 EHUH 28 -3 NVTP6 SEAT / HEADER (9) 16d (9) 16d (9) 16d (11) 16d (20) 16d (20) 16d (4.0) 16d STRAPS / TRUSS (5) 1/4" TAPCON 1 (9) 16d (9) 16d (10) 10d x 1 1/2 (10) 10d x 1 1/2" (16) 10d x 1 1/2" 1 (8) 16d UPLIFT 880.0 1135.0 0.0 880.0 1213.0 1200.0 2645.0 1200.0 NOA 03- 0327.14 03- 0327.14 03- 0327.14 03- 032714 03- 0611.05 03- 0611.05 03- 0224.10 IBE4M SCI- E ULE MARK CB -1 CB -2 SB -1 SiZE INCHES 8 " X12" 8" X 12" W 10x12 ELEV. TOP REINFORCING A 2 -6 2 -6 B 2 -6 2 -6 *3 STIRRUPS NO. SPACING INCH 4" C.C. 4 C.C. REMARKS STEEL BEAM LEDGER SCI-4EDULE TY PE L2 L6 (2)2 x8 " P.T.WOOD (1) 2 " x 8. P.T.WOOD NO. 4 DIMENSION UDE 1st FLOOR VERTICAL LOAD (PSF) 90.18 92.04 DESIGN LOADS WOOD TRUSSES / SHEATHING : TILE : ROOFING : CEILING : MECH / ELECT. / MISCL : INSULATION. • TOTAL DI : TOTAL LL : TOTAL : CONCRETE 4" SLAB : PARTITIONS : MECH. / ELEC. / MISCL : 11LE : TOTAL DL : TOTAL LL : 5/8" ® 16" c.c. 5/8" 0 24" C.C. BOLT 4 SPACING MASONRY WALLS : REINFORCED MASONRY WALLS : 60.00 PSF 100.00 PSF 7.00 PSF 12.00 PSF 6.00 PSF 5.00 PSF 3.00 PSF 2.00 PSF 35.00 PSF 30.00 PSF 65.00 PSF 48.33 PSF 20.00 PSF 2.00 PSF 20.00 PSF 90.00 PSF 40.00 PSF s • AN C; r A` I T • N . TIE , •E • P • TE 41.2 G IN ASSOCIATION IV/ ARTHUR G. PYLE ARCHITECT NO. 7174 0 WO," FLO111/1 3,3161 PHONE (305) 892 -9669 FAX (305) 893 -7222 E -mail; smithdgn@aol.com SPLIT SYSTEM SCHEDULE (TRANS) AIR HANDLING UNIT AIR COOLED CONDENSING UNIT SYSTEM DATA MARK MODEL CFM ESP FAN HEATER MARK MODEL WT ELECTRICAL COMPRESSOR REFRIG. LINES I UNIT TOTAL MAX CAPACITY MBH SEER ELECTRICAL VOLTS -PH -HZ SMOKE CONTROL X NO. TOTAL OA HP KW STEP NO. LBS VOLTS -PH -HZ QTY TONS FLA UQUID SUCTION FLA FUSE TOTAL SENS. AHU -2 PNE030 900 - 0.5 1/3 3 1 ACCU -2 TTP024 194 230 -1 -80 1 2 - 5/18 3/4 10.0 25 24.0 18.9 12.0 230 -1 -80 SPUT SYSTEM NOTES: 1. OUTSIDE AIR DESIGN CONDITIONS: 91 FDB - 79'FDB. 5. INSULATE REFRIGERANT SUCTION LINE WITH 3/4" FIRE 2. PROVIDE A/C UNITS WITH HEATING AND COOUNG THERMOSTAT WITH RETARDANT ARMAFLEX. ON -OFF SWITCH SUB -BASE. 6. INSTALL CHEMICAL DRYER AND STRAINER IN REFIRIGERANT UQUID UNES. 3. SIZE AND RUN REFRIGERANT PIPING AS MANUFACTURER'S 7. PROVIDE BUILT -IN DISCONNECT WITH ALL AIR HANDLING UNITS. PUBUSHED RECOMMENDATIONS. 8. PROVIDE 5 YEARS WARRANTY ON COMPRESSOR 2 YEARS ON UNITS 4. PROVIDE PROPER VIBRATION ISOLATORS AS PER ISOLATION MANUFACTURER'S RECOMMENDATIONS. PROVIDE FILTER RACK UNDER AHU. HVAC DESIGN REQUIRES: YES NO DUCT SMOKE DETECTOR CFM X FIRE DAMPER(S) VOLTS X SMOKE DAMPER(S) 60 X FIRE RATED ENCLOSURE 120-1-60 X FIRE RATED ROOF /FLOOR CEILING ASSEMBLY x FIRE STOPPING X SMOKE CONTROL X f >) PLENUM r NEOPRENE PAD TYPICAL VERTICAL AIR UNIT DETAIL N.T.S. SUPPLY AIR DUCT \--CEILING STRUCTURE FLEX - CONNECTION AIR HANDLING UNIT WALL STRUCTURE PROVIDE 4' CLEAR ALL AROUND THE UNIT REFRIGERANT LINES CONDENSATE DRAIN VITH TRAP AND CLEANOUT RETURN AIR PLENUM WITH 2'X4' a STEEL ANGLE FRAME ".f CONDENSING UNIT SECURE CONDENSING UNIT TO CONCRETE PAD MATH 1" WIDE GALVANIZED SHEETMETAL STRAPS NEOPRENE VIBRA1I0N ISOLATORS 4" CONCRETE HOUSEKEEPING PAD -r- CONDENSING UNIT MOUNTING DETAIL N.T.S. EXTERIOR WALL REFRIGERANT UNES SLEEVE PIPE THRU WALL AND SEAL WATER11GHT HVAC NOTES( 1. HVAC SUB - CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIAL, TOOLS AND EQUIPMENT TO INSTALL A COMPLETE AND OPERA A/C SYSTEM. 2. HVAC SUB - CONTRACTOR TO PROVIDE ALL REQUIRED HVAC PERMITS. 3. COMPLY WITH NFPA -90A AND ALL APPUCABLE CODES. THIS IS THE CONTRACTOR'S RESPONSIBIUTY. 4. SUPPLY AND RETURN AIR DUCTS SHALL BE 1.5" THICK FIBERGLASS DUCT WITH VAPOR BARRIER (R -6 MINIMUM) 5. ALL EXHAUST AND OUTSIDE AIR DUCT SHALL BE GALVANIZED SHEET METAL CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH ASHRAE AND SMACNA STANDARDS. 6. ALL AIR DEVICES SHALL BE OF ALUMINUM CONSTRUCTION. TITUS, METALAIRE OR AS APPROVED BY ENGINEER. 7. HVAC SUB - CONTRACTOR SHALL TEST AND BALANCE TO NE AIR QUANTITIES ON THE PLAN. PROVIDE TEST & BALANCE REPORT IN ACCORDANCE WITH AIR BALANCE COUNCIL STANDARDS, SIGNED AND SEALED BY A REGISTERED FLORIDA ENGINEER. 8. HVAC SUB - CONTRACTOR SHALL PROVIDE ALL CONTACTORS, RELAYS AND THERMOSTATS. THE ELECTRICAL SUB - CONTRACTOR SHALL PROVIDE ALL SWITCHES, DISCONNECTS AND CONTROL WIRING. THERMOSTATS SHALL BE APPROVED BY EQUIPMENT MANUFACTURER. 9. ALL DUCT SIZES ARE CLEAR INSIDE DIMENSIONS. 10. ALL WORK OF THIS TRADE SHALL BE COORDINATED WITH ALL OTHER TRADES TO AVOID ANY INTERFERENCES THAT MAY DELAY PROGRESS OF CONSTRUCTION. 11. HVAC SUB - CONTRACTOR SHALL INSTALL ALL NECESSARY OFFSETS, BENDS AND TRANSITIONS REQUIRED TO PROVIDE A COMPLETE SYSTEM AT NO ADDITIONAL COST TO OWNER. 12. COORDINATE LOCATION OF CEILING DIFFUSERS, GRILLES AND REGISTERS IN THE FIELD WITH ELECTRICAL AND ARCHITECTURAL ELEMENTS. 13. CONTRACTOR TO FURNISH SHOP DRAWINGS FOR DUCTWORK AND AIR DEVICES. NOTE' HANG DUCTS ACCORDING TO SMACNA STANDARDS TYPICAL HANGING STRAP AND SADDLE HANGING DETAIL TYPICAL Z BAR AND WIRE DUCT HANGING DETAIL METHODS OF HANGING DUCTS DETAIL N,T,S, TYPICAL CHANNEL AND STRAP DUCT HANGING DETAIL DUCT STRAP SUPPORT EVERY 48" OC AND AT EACH ELBOW FLEXIBLE DUCTWORK COMPRESSION FITTING PROVIDE REDUCER WHEN DUCT SIZE IS SMALLER THAN DIFFUSER NECK NOTE; SUPPORT GRILLE AS RECOMENDED BY MANUFACTURE SUPPLY AIR DUCTWORK SPIN IN FITTING WITH 45' SCOOP CEILING DIFFUSER LAY -IN CEILING CEILING DIFFUSER DETAIL NOT TO SCALE r�= 12X6 SR 150 CFM 20X20 RAG 8X6 12X6 12X6 SR 4. __E}"" _ (1- 200 CFM AHU 12X6 SR 100 CFM �• 8X6 CONTROL DAMPER 45• SHOETAP W/ TRANSITION TO ROUND. INSULATE NOTES' 1. PREFERRED FITTING WHERE ALLOYED BY SPACE IS THE BELLMOUTH FITTING WHICH REQUIRES A MINIMUM OF 2' ADDITIONAL DUCT CLEARANCE (NOTES 1' OF FLANGE MAY BE BENT OVER. FOR INSTALLATION SEE MANUFACTURER'S RECOMMENDATION. 2. SHOE TAP SHOULD BE SIZED TO PROVIDE A MINIMUM OF 140X LARGER OPENING THAN ROUND DUCT SIZE. DUCT TRANSITION DETAIL N.T.S. FIBERGLASS OR STEEL SUPPLY DUCT APPLY DUCT SEALER ALL AROUND APPLY SPIN - IN FITTING W/ VOLUME CONTROL DAMPER (INSULATE) INSULATED FLEXIBLE DUCT RUN (TYP.) STAINLESS STEEL DRAW BAND CONICAL BELLMOUTH FITTING FLEX. MASTER SERIES 4000 MODEL DC -D --14X8 8X6 14x14 RAG 1 150 CFM 9X9CD 150 CFM 6X4 6X6 CD 100 CFM n ACCU -2 6X6 CD 30 CFM EElj 0 CFI.4 on W FFIT CAP 0 MEC4 -44Nf C4L FLAN SCALE : 1/4" . 1'- "U DRAWING NOTES; 0 PROVIDE PLENUM ABOVE UNIT FOR DUCT CONNECTION. 02 PROVIDE PLENUM BEHIND GRILLE FOR DUCT CONNECTION. ABBREVIATION: CFM AH U ACCU SR CD CG RAG - CUBIC FEET PER MINUTE. AIR HANDLER UNIT - AIR COOLED CONDENSING UNIT - SIDE WALL REGISTER - CEILING DIFFUSER - CEIUNG GRILLE - RETURN AIR GRILLE LEGEND: 0 SUPPLY DIFFUSER. R/A GRILLE (EXHAUST). FIBER GLASS DUCT W /R =6 INSULA110N. SIDE WALL REGISTER, 11TUS MODEL 272 FL WITH AG -40 DAMPER U z 'th 4t co M M w 0 x ()43 ;LI intt�i• �S mtt �v . D E S I G N CORPORATION 11$33 N,E. 11th PLACE N. MIAMI, FLORIDA 33161 IN ASSOCIATION W/ ARTHUR G. PYLE ARCHITECT NO. 7174 PHONE (305) 892 -9669 FAX (305) 893 -7222 E -mail; smithdgnOaol.com Samiliailismisimmosommemsolf OF DRAWN CHECKED da.Cx.P. DATE JUNE 12th 2004 SCALE 43 NOTED JOB NO. 04 -3 SHEET M- 1 SHEETS Covenant Engineering 3001 W Hallandale Beach Blvd, #301 Pembroke Park, FL 33 954- 894 -9112 fax 954 -8 FL #000789 job# 4129 Edward J. Kranz, PE`" I Electrical / Mechanical FL #49453 4929 U /rl EF SCHEDULE MARK CFM MODEL WATTS VOLTS EF #1 60 SP-6 40 120-1-60 8 11 PROVIDE SEPARATE SWITCH TO CONTROL. 2 PROVIDE UNIT (MOUNTED SPEED CONTROL. f >) PLENUM r NEOPRENE PAD TYPICAL VERTICAL AIR UNIT DETAIL N.T.S. SUPPLY AIR DUCT \--CEILING STRUCTURE FLEX - CONNECTION AIR HANDLING UNIT WALL STRUCTURE PROVIDE 4' CLEAR ALL AROUND THE UNIT REFRIGERANT LINES CONDENSATE DRAIN VITH TRAP AND CLEANOUT RETURN AIR PLENUM WITH 2'X4' a STEEL ANGLE FRAME ".f CONDENSING UNIT SECURE CONDENSING UNIT TO CONCRETE PAD MATH 1" WIDE GALVANIZED SHEETMETAL STRAPS NEOPRENE VIBRA1I0N ISOLATORS 4" CONCRETE HOUSEKEEPING PAD -r- CONDENSING UNIT MOUNTING DETAIL N.T.S. EXTERIOR WALL REFRIGERANT UNES SLEEVE PIPE THRU WALL AND SEAL WATER11GHT HVAC NOTES( 1. HVAC SUB - CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIAL, TOOLS AND EQUIPMENT TO INSTALL A COMPLETE AND OPERA A/C SYSTEM. 2. HVAC SUB - CONTRACTOR TO PROVIDE ALL REQUIRED HVAC PERMITS. 3. COMPLY WITH NFPA -90A AND ALL APPUCABLE CODES. THIS IS THE CONTRACTOR'S RESPONSIBIUTY. 4. SUPPLY AND RETURN AIR DUCTS SHALL BE 1.5" THICK FIBERGLASS DUCT WITH VAPOR BARRIER (R -6 MINIMUM) 5. ALL EXHAUST AND OUTSIDE AIR DUCT SHALL BE GALVANIZED SHEET METAL CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH ASHRAE AND SMACNA STANDARDS. 6. ALL AIR DEVICES SHALL BE OF ALUMINUM CONSTRUCTION. TITUS, METALAIRE OR AS APPROVED BY ENGINEER. 7. HVAC SUB - CONTRACTOR SHALL TEST AND BALANCE TO NE AIR QUANTITIES ON THE PLAN. PROVIDE TEST & BALANCE REPORT IN ACCORDANCE WITH AIR BALANCE COUNCIL STANDARDS, SIGNED AND SEALED BY A REGISTERED FLORIDA ENGINEER. 8. HVAC SUB - CONTRACTOR SHALL PROVIDE ALL CONTACTORS, RELAYS AND THERMOSTATS. THE ELECTRICAL SUB - CONTRACTOR SHALL PROVIDE ALL SWITCHES, DISCONNECTS AND CONTROL WIRING. THERMOSTATS SHALL BE APPROVED BY EQUIPMENT MANUFACTURER. 9. ALL DUCT SIZES ARE CLEAR INSIDE DIMENSIONS. 10. ALL WORK OF THIS TRADE SHALL BE COORDINATED WITH ALL OTHER TRADES TO AVOID ANY INTERFERENCES THAT MAY DELAY PROGRESS OF CONSTRUCTION. 11. HVAC SUB - CONTRACTOR SHALL INSTALL ALL NECESSARY OFFSETS, BENDS AND TRANSITIONS REQUIRED TO PROVIDE A COMPLETE SYSTEM AT NO ADDITIONAL COST TO OWNER. 12. COORDINATE LOCATION OF CEILING DIFFUSERS, GRILLES AND REGISTERS IN THE FIELD WITH ELECTRICAL AND ARCHITECTURAL ELEMENTS. 13. CONTRACTOR TO FURNISH SHOP DRAWINGS FOR DUCTWORK AND AIR DEVICES. NOTE' HANG DUCTS ACCORDING TO SMACNA STANDARDS TYPICAL HANGING STRAP AND SADDLE HANGING DETAIL TYPICAL Z BAR AND WIRE DUCT HANGING DETAIL METHODS OF HANGING DUCTS DETAIL N,T,S, TYPICAL CHANNEL AND STRAP DUCT HANGING DETAIL DUCT STRAP SUPPORT EVERY 48" OC AND AT EACH ELBOW FLEXIBLE DUCTWORK COMPRESSION FITTING PROVIDE REDUCER WHEN DUCT SIZE IS SMALLER THAN DIFFUSER NECK NOTE; SUPPORT GRILLE AS RECOMENDED BY MANUFACTURE SUPPLY AIR DUCTWORK SPIN IN FITTING WITH 45' SCOOP CEILING DIFFUSER LAY -IN CEILING CEILING DIFFUSER DETAIL NOT TO SCALE r�= 12X6 SR 150 CFM 20X20 RAG 8X6 12X6 12X6 SR 4. __E}"" _ (1- 200 CFM AHU 12X6 SR 100 CFM �• 8X6 CONTROL DAMPER 45• SHOETAP W/ TRANSITION TO ROUND. INSULATE NOTES' 1. PREFERRED FITTING WHERE ALLOYED BY SPACE IS THE BELLMOUTH FITTING WHICH REQUIRES A MINIMUM OF 2' ADDITIONAL DUCT CLEARANCE (NOTES 1' OF FLANGE MAY BE BENT OVER. FOR INSTALLATION SEE MANUFACTURER'S RECOMMENDATION. 2. SHOE TAP SHOULD BE SIZED TO PROVIDE A MINIMUM OF 140X LARGER OPENING THAN ROUND DUCT SIZE. DUCT TRANSITION DETAIL N.T.S. FIBERGLASS OR STEEL SUPPLY DUCT APPLY DUCT SEALER ALL AROUND APPLY SPIN - IN FITTING W/ VOLUME CONTROL DAMPER (INSULATE) INSULATED FLEXIBLE DUCT RUN (TYP.) STAINLESS STEEL DRAW BAND CONICAL BELLMOUTH FITTING FLEX. MASTER SERIES 4000 MODEL DC -D --14X8 8X6 14x14 RAG 1 150 CFM 9X9CD 150 CFM 6X4 6X6 CD 100 CFM n ACCU -2 6X6 CD 30 CFM EElj 0 CFI.4 on W FFIT CAP 0 MEC4 -44Nf C4L FLAN SCALE : 1/4" . 1'- "U DRAWING NOTES; 0 PROVIDE PLENUM ABOVE UNIT FOR DUCT CONNECTION. 02 PROVIDE PLENUM BEHIND GRILLE FOR DUCT CONNECTION. ABBREVIATION: CFM AH U ACCU SR CD CG RAG - CUBIC FEET PER MINUTE. AIR HANDLER UNIT - AIR COOLED CONDENSING UNIT - SIDE WALL REGISTER - CEILING DIFFUSER - CEIUNG GRILLE - RETURN AIR GRILLE LEGEND: 0 SUPPLY DIFFUSER. R/A GRILLE (EXHAUST). FIBER GLASS DUCT W /R =6 INSULA110N. SIDE WALL REGISTER, 11TUS MODEL 272 FL WITH AG -40 DAMPER U z 'th 4t co M M w 0 x ()43 ;LI intt�i• �S mtt �v . D E S I G N CORPORATION 11$33 N,E. 11th PLACE N. MIAMI, FLORIDA 33161 IN ASSOCIATION W/ ARTHUR G. PYLE ARCHITECT NO. 7174 PHONE (305) 892 -9669 FAX (305) 893 -7222 E -mail; smithdgnOaol.com Samiliailismisimmosommemsolf OF DRAWN CHECKED da.Cx.P. DATE JUNE 12th 2004 SCALE 43 NOTED JOB NO. 04 -3 SHEET M- 1 SHEETS Covenant Engineering 3001 W Hallandale Beach Blvd, #301 Pembroke Park, FL 33 954- 894 -9112 fax 954 -8 FL #000789 job# 4129 Edward J. Kranz, PE`" I Electrical / Mechanical FL #49453 4929 U /rl ELECTRIC GENERAL NOTES 1. NE DRAWINGS AND SPECIFICATION NOTES ARE INTENDED TO BE COMPLETE AND CONSIDERED SUPPLEMENTARY TO ONE AND THE OTHER MATERIALS AND WORKMANSHIP NDICATED, CALLED FOR, OR IMPLIED BY ONE AND NOT THE OCHER SHALL BE FURNISHED AND INSTALLED 45 THOUGH SPECIFICALLY CALLED FOR BY BOTH. SHOULD ANY DISCREPANCY APPEAR IN EITHER CALL CLARIFICATION AND CORRECTION BEFORE SUBMITTING BID. 2. IT IS THE INTENT OF THE DRAWINGS AND SPECIFICATION NOTES TO OBTAIN A COMPLETE AND SATISFACTORY INSTALLATION. AN ATTEMPT HA8 BEEN MADE TO SEPARATE SECTIONS OF TI-E SPECIFICATIONS: HOWEVER SUCH SEPARATIONS SHALL NOT RELIEVE THE CONTRACT FROM FULL RESPONSIBILITY OF COMPLIANCE WITH THE WORK OF HISMER TRADE WHICH MAY BE INDICATED ON ANY OF 114E DRAWINGS AND OTHER SECTIONS OF THE SPECIFICATIONS 3. THE CONTRACTOR SHALL CAREFULLY EXAMINE ALL CML, LANDSCAPE, ARCHITECTURAL, STRUCTURAL, AND MECHANICAL DRAWING AND SPECIFICATIONS, N ADDITION TO THE ELECTRICAL AND OTHER RELATED TRADES AND SECTIONS. THIS COORDINATION SHALL BE DONE PRIOR TO SUBMITTING THE BID. 4. THE ARCHITECTURAL AND STRUCTURAL DRAWNGS SHALL TAKE PRECEDENCE OVER THE MECHANICAL AND ELECTRICAL DRAWINGS' WITH REFERENCE TO BUILDING CONSTRUCTION AND DIMENSIONS. THE MECHANICAL AND ELECTRICAL DRAWINGS AND DIAGRAMMATIC BUT ARE TO BE FOLLOWED A8 CLOSELY AS THE ACTUAL CONSTRUCTION OF THE BUILDING AND WORK OF OTHER TRADES WILL m PE 1 1 - TOTAL CONNECTED LOAD 4325 LOAD CALCULATION FIRST 10 KW ® 100 P. A 411. s 65 % REMAINING KW e 40 q TOTAL LOAD AMPS REQUIRED 110.62 AMPS LOAD CALCULATION FIRST 10KWs100% A1-1U. a 65 q REMAINING KW s 40 % TOTAL LOAD AMPS REQUIRED 122.1 AMPS 10 3.25 133 2655 10 325 162 29.45 TOTAL 3 TOTAL CONNECTED LOAD 5 LOAD CALCULATION FIRST 10 Kill e100% 5 AJaJJ. s 65 % 325 REMAINING KW s 40 % TOTAL LOAD 825 AMPS REQUIRE( 30 AMPS 5. NE DRAWINGS AND RISERS INDICATE N DIAGRAMMATIC FORM THE ARRANGEMENTS DESIRED FOR ALL EQUIPMENT, PRINCIPAL APPARATUS, ETC, AND SHALL BE FOLLOWED A3 CLOSELY AS POSSIBLE. HOWEVER NE CONTRACTOR SHALL INCLUDE ANY ADDITIONAL CONDUIT, BOXES AND WIRING DUE TO STRUCTURAL OR OTHER OBSTRUCTIONS AT NO EXTRA COST TO THE OLNER 6. THE ENGINEER OR ARCHITECT SHALL BE SOLE INTERPRETER OF ALL RELATED CONTRACT DOCUMENTS. 1. CEILING FANS INSTALLED WITH FAN 60XE8 AND TO SOLID FRAMING. a AIR CONDItIONNG AND VENTILATING EQUIPMENT ARE NEW FOR THE REMODELED AREAS. 9. ALL ELECTRIAL SWITCHES, RECEPTACLES, LIGHT FIXTURES, TELEVISION, TELEPHONE 60XE8, ETC. ARE TO 6E INSTALLED FOR ARCHITECT'S NSPECTION BEFORE INSTALLATION OF RIGID CONDUIT OR ROMEX WIRING. l0. ALL WALL MOUNTED SWITCHES TO BE MOUNTED TO MATCH EXISTING HEIGHT, UNLESS OTHERWISE NOTED. II. ALL NEW WALL MOUNTED ELECTRICAL RECEPTACLES ARE TO MATCH EXISTING. 12. LOCATION OF ALL LIGHT FIXTURES TO BE VERIFIED BY ARCHITECT BEFORE FINAL INSTALLATION. 13. VERIFY SEQUENCE OF LIGHT SWITCHES WITH ARCHITECT BEFORE INSTALLATION. 14. MOUNT ALL EXTERIOR WATERPROOF RECEPTACLES 6" TO CENTER LINE ABOVE FINISHED CODE, UNLES OTHERWISE NOTED. EXISTING, ELECTRICAL PANEL A LOCATION OFFICE MOUNTING RECESSED BUS RATING: 250 AMP VOLTAGE : 120 / 240V- 1P-3W A.I.C. 10000 CKT 1 3 1 13 11 19 21 23 2, 29 31 33 35 31 39 41 POLE TRIP 60 30 50 15 15 15 20 20 20 20 20 20 TOTAL 310 KUJ 65 55 6.0 43 10 0.15 10 1.0 0.15 0.15 15 0.15 10 DESCRIPTION LIGHTING MAN DRYER RANGE / OVEN 1 1 OFFICE A/C (WALL) GENERAL KITCHEN OUTLETS RANGE HOOD FAN M BATH 4 HALL LR /DR REFRIGERATER KITCHEN LIGHTING GARAGE SPARE WIRE 6 10 14 14 12 12 12 12 12 12 12 COOT 3/4" 3/4" 3/4" V2" Ire" V2' 1/2" I/2" 1/2 I/2" 1/2" 1/2" CKT 2 4 6 12 WA 1 *A 1613 15 20 22 24 26 20 30 32 34 36 36 40 42 POLE TRIP 30 50 60 20 20 20 15 20 20 20 20 20 20 KU 2.5 5.0 1.5 15 15 0.15 0.15 0,15 0.15 0.15 0.15 0.15 DESCRIPTION SPRINKLER PUMP A/C COMP. 1 DISHIUASHER AJ�JJ. MICROWAVE BEDROOM / BATH GENERAL GENERAL GENERAL 1-1. BEDROOM GENERAL GENERAL SPARE LURE 8 6 6 12 12 12 12 12 14 12 12 12 12 3/4" 3/4" 3/4" 1/2" V2" 1/2" I/2" I/2" 1/2" 1/2" 1/2" 1/2" 1/2" TOTAL 200 AMP PANEL REVISED ELECTRICAL PANEL A LOCATION OFFICE MOUNTING RECESSED BUS RATING: 250 AMP VOLTAGE : 120 1 240v- 1P-3W AIL. 10.000 CKt 1 3 1 9 1 13 11 19 21 23 25 21 29 31 33 35 31 3, 41 POLE TRIP 60 30 30 15 15 15 20 20 20 20 20 20 TOTAL 310 KW 6.5 55 6.0 4.5 0.15 0.15 10 10 0.15 0.15 15 0.15 10 TOTAL CONNECTED LOAD 505 DESCRIPTION LIGHTING MAN DRYER RANGE / OVEN 1 I OFFICE A/C (WALL) GENERAL KITCHEN OUTLETS RANGE HOOD FAN ht OATH 4 HALL LR / D.R. REFRIGERATER KITCHEN LIGHTING GARAGE WIRE 8 6 10 14 14 12 12 12 12 12 12 12 COOT 3/4" 3/4" 3/4" 1 1/2" 1/2" 1/2" I/2" 1/2" 1/2" 1/2" V2" 1/2" CKT 2 6 3 12 14A 1413 IiA 1613 15 20 22 24 26 25 30 32 34 36 35 40 42 POLE TRIP 30 50 60 20 20 20 15 20 20 20 20 20 20 40 K4U 45 5.0 15 15 15 0.15 0.15 0,15 0.15 0.15 0.15 0.15 1.25 DESCRIPTION SPRINKLER PUMP A/C COMP. DISHWASHER AJ4J,I. MICROWAVE BEDROOM /BATH GENERAL GENERAL GENERAL M. BEDROOM GENERAL GENERAL NEW PANEL '6' 1 SPARE WIRE 5 6 6 12 12 12 12 12 14 12 12 12 12 6 3/4" 3/4' 3/4" 1/2' I/2" 1/2' 1/2" 1/2" 1/2" 1/2" 1/2" I/2" 1/2" 3/4" TOTAL 2 NEW 100 AMP PANEL 1225 195 REVISE TO 200 AMP PANEL NEUJ ELECTRICAL PANEL B LOCATION OFFICE MOUNTING RECESSED BUS RATING: 100 AMP VOLTAGE : 120 / 240V- IP -3W AI.C. 10,000 CKT 1 3 1 9 1 POLE TRIP 50 20 20 20 KW 50 10 10 10 DESCRIPTION A.14it +2 1 GENERAL GENERAL GENERAL SPARE WIRE 8 12 12 12 COOT 3/4" 1/2" t/2" I/2" CKT 2 4 6 0 f0 12 POLE TRIP 30 20 20 KW 4.5 10 10 DESCRIPTION A/c COMP. +2 GENERAL GENERAL SPARE WIRE l0 12 12 3/4" 1/2" ELEC. RISER DIAGRAM N.T .5. ELECTRICAL LE EN1D: mowP. 0 FAX 4 4 +T. 1 e€ a�. 13 0 op 0 C:1 Ir 15. SPECIALTY SYSTEM: FOR PHONES, INTERCOM, SECURITY, CABLE, ETC. ARE NOT EXISTING FOR REMODELED AREAS. 16. ANY MODIFICATION TO THE ELECTRICAL PANEL, DISCON'JECT AND METER CONFIGURATION, AS REQUIRED BY CODE, IS THE CONTRACTOR'S RESPONSIBILITY BOTH N DESIGN AND INSTALLATION COSTS. 11. NEW ELECTRICAL CIRCUIT BREAKERS TO BE THEIO1AL MAGNETIC. 15. ALL NEW ELECTRICAL WIRING TO BE COPPER WIRE N CONDUIT OR ROMEX AS REQUIRED BY CODE. 19. ELECTRICAL OUTLETS (RECEPTACLES AND LIGHTING) BELOW BABE FLOOD ELEVATION SHALL BE NOTALLED AT THE HIGHEST PERMITTED ELEVATION AND SHALL BE INSTALLED ON (SEPARATE) INDEPENDENT CIRCUITS FROM THOSE IN THE HABITAL AREAS. 20. I A/C COMPRESSOR IS EXISTING, A/C °2 IS NEW. 21. EXISTING MAIN CIRCUIT BREAKER PANEL 13 LOCATED ABOVE BASE FLOOD ELEVATION. HEY MIL Oat PAtB EXISTN3 2'+C. tW / 3- 2/0 TI-04 ria me irr N EXIST. Mei tat EXISTNO 1* 2/0 ORONO TO COW !DATER DUF'LEX RECEPTACLE OUTLET (110 VOLTS) WATERPROOF DUPLEX RECEPTACLE (110 VOLTS) MOUNTED 6" (t ABOVE FN. GRADE DUPLEX RECEPTACLE OUTLET (100 VOLTS) ONE HOT LEG, ONE SWITCHED LEG SPECIAL PURPOSE OUTLET ELECTRICAL JUNCTION BOX FAX PI-1ONE OUTLET TELEPI-IONE OUTLET SURFACE MOUNTED LIGHT FIXTURE RECESSED UJALL WASH LIGHT FIXTURE Ful...Lsr RECESSED LIGHT FIXTURE UJALL MOUNTED (5RACKET) LIGHT FIXTURE VAPOR PROOF LIGHT FIXTURE FLUORESCENT LIGHT FixTuRE DOUBLE FLOOD LIGHT FIXTURE EXTERIOR POLE LIGHT CEILING MOUNTED EXHAUST FAN PUSH BUTTON FOR EXIST. GARAGE DooR OPENER COMPUTER OUTLET SMOKE DETECTOR 3 - 111,4Y LIGHT SWITCH LIGHT 51.1111C1-1W/ DIMMER AIR CONDITIONING THERMOSTAT a 54" APP. PADDLE UJHEEL FAN ELECTRICAL PANEL ELECTRICAL METER TIMER BREAKER TYPE SUJITCH (220) EXISTING FIXTURE, SWITCH OR OUTLET FUTURE POOL pATIO CL. EXIST. SATI-4 0 Po EXIST. IBED EXIST. M. fE3ED COvERED PATIO TO FAN LIGHTS ONLY \ EXIST. E3 ED *3 B-9 wp 42" FAN ILI/ LIGHT LIGHTS ONLY TO FANS ONLY I-1AL I- *8-7 • 9- 7 8-8 LIGHT /\ EXTENDED FAMILY 9c6." h. CEILING EXIST. DINING *B-7 9 8-5 Q 1 22 NEW A/C ta h. CEILING NEW CANVU5 AU.NING ABOVE 8-2,4 220 NEW 1 EXIST. OFFICE 0 EXIST. JUNCTION 0 /3 IBOX EXIST. N E l 8-5 220 Cal EX 5 PI ACE ExIST. GARAGE WP Csfl EXI8T. PANEL "Ai' E NEW 80 GAL. A-33 t11/ GPI CUTLET A-5,7 8-6 -- TO EXIST. SPOTS ON OVERHANG EX15T. WALK --- -ELECTRI CAL. METER LOCATION / EXIST. UNDERGROUND / SERVICE ELECTR CAL FLAN REVISIONS BY v) 4-4 ° CA 4.1 CO itY,e' 61 IN ASSOCIATION IN/ ARTHUR G. PYLE ARCHITECT NO. 7174 PHONE (305) 892-9669 FAX (305) 893-7222 E-mail; smithdp@aol.com OP 5 DRAWN CHECKED DATE MARCH 2 8, 2005 SCALE AS NOTED JOB NO. E 1 SHEETS A AC ADD ADJ AE ALUM. ASPH. BC BCR BLDG BLK. BM BNDY BRG BSL BW C C &G CB CBS CD CHAT CJB CLF CM CME CMP CNF CONC. COR. COV. D DB DC R DE. DOT E/F EP EW ELEC. ELEV. ENCL. EM ES MT F/C F/L FF FH FIP FIR FN FND FN &D FN &T FP &L GAR GW HW ID INV L LB LC LD LFF LME LP LS ARC LENGTH AIR CONDITIONER ADDITION ADJACENT OR ADJOINING ANCHOR EASEMENT ALUMINUM ASPHALT BUILDING CORNER BROWARD COUNTY RECORDS BUILDING BLOCK BENCHMARK BOUNDARY BEARING BUILDING SET -BACK LINE BACK OF WALK CALCULATED CURB & GUTTER CATCH BASIN CONCRETE BLOCK STUCCO CHORD DIRECTION CHATTAHOOCHEE CABLE JUNCTION BOX CHAIN LINK FENCE CONCRETE MONUMENT CANAL MAINTENANCE EASEMENT CORRUGATED METAL PIPE CORNER NOT FOUND CONCRETE CORNER COVERED DEED DEED BOOK DADE COUNTY RECORDS DRAINAGE EASEMENT DEPARTMENT OF TRANSPORTATION END OF FENCE EDGE OF PAVEMENT EDGE OF WATER ELECTRIC ELEVATION ENCLOSURE ELECTRIC METER EASEMENT FENCE CORNER FENCE LINE FINISHED FLOOR FIRE HYDRANT FOUND IRON PIPE FOUND IRON ROD FOUND NAIL FOUND FOUND NAIL & DISC FOUND NAIL & TAB FLORIDA POWER & LIGHT GARAGE GUY WIRE HEAD WALL IDENTIFY. IDENTITY INVERT LENGTH LICENSED BUSINESS CHORD DISTANCE LEGAL DESCRIPTION LOWEST FINISHED FLOOR LAKE MAINTENANCE EASEMENT LIGHT POLE LAND SURVEYOR LEGEND OF SURVEY ABBREVIATIONS M MAINT MH NO. NR N.T.S. ONE OH OP ORB OS OW P PAR PB PBCR PC PCC PCP PG PI PK POB POC PP PRM PRC PT PVMT PW R RAD REC RCP RES RET RNG RW SAN SBT SCN SE SEC SEW SN &D SP SP &C SR SRC SSMH STA STM STY SUBD T TB TBM TRANS TWP TYP UE UGD WC WD WM WV MEASURED MAINTENANCE MANHOLE NUMBER NON- RADIAL NOT TO SCALE OVERHANG EASEMENT OVERHANG OPEN PORCH OFFICIAL RECORDS BOOK OFFSET OVERHEAD WIRES PLAT PARCEL PLAT BOOK PALM BEACH COUNTY RECORDS POINT OF CURVATURE POINT OF COMPOUND CURVATURE PERMANENT CONTROL POINT PAGE POINT OF INTERSECTION PARKER KALON POINT OF BEGINNING POINT OF COMMENCEMENT POWER POLE PERMANENT REFERENCE MONUMENT POINT OF REVERSE CURVE POINT OF TANGENCY PAVEMENT POWER WALL RADIUS OR RECORD RADIAL RECORD REINFORCED CONCRETE PIPE RESIDENCE RETENTION / RETAINING RANGE RIGHT - OF - WAY SANITARY SOUTHERN BELL TELEPHONE SCREEN SOUTHEAST SECTION SEWER SET NAIL & DISC LB #5495 SCREEN PORCH SET 1/2" PIN & CAP LB #5495 STATE ROAD SET REFERENCE CORNER SANITARY SEWER MANHOLE STATION STORM STORY SUBDIVISION TANGENT TOP OF BANK TEMPORARY BENCH MARK TRANSFORMER TOWNSHIP TYPICAL UTILITY EASEMENT UNDERGROUND WALL CORNER WOOD WATER METER WATER VALVE Palm Beach: (561) 488 -9628 Broward: 954) 7 -2100 Fax: (954) 587 -5418 �t Atecvnb,c, SURVEYING, INC. LB NO. 5495 NOTES CURVE TABLE NUMBER CURVE 1 DELTA 90'07'44" CHORD DIRECTION N, 44'55'24 "E. RADIUS 25.00 ARC 39.33 LC 35.40 LEGAL DESCRIPTION LOTS 11 AND 12, BLOCK 38, AN AMENDED PLAT OF MIAMI SHORES SECTION NO. 1", ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10, PAGE 70, OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. CERTIFIED TO: JORGE PENA AND JENNIFER PENA KUBICKI DRAPER FIRST AMERICAN TITLE INSURANCE COMPANY WELLS FARGO HOME MORTGAGE, INC., ITS SUCCESSORS AND /OR ASSIGNS PROPERTY ADDRESS 308 NE 102ND STREET MIAMI, FL 33138 BOUNDARY SURVEY INVOICE 122358F KUBICKI DRAPER 1410 -0821 SURVEY DATE 09/25/03 ADDED ELEVATIONS 02/20/04 ADDED FLOOD VENTS 08/08/05 FINAL SURVEY WITH GRADE ELEVATIONS 10/10/06 FLOOD ZONE X MAP DATE 03/02/94 MAP NUMBER 120652 0093) WBS 1. BASIS OF BEARINGS AS INDICATED ON SKETCH. 2. LEGAL DESCRIPTION PROVIDED BY CLIENT. 3. THE LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE FOR EASEMENTS, RIGHT -OF -WAYS, OWNERSHIP OR OTHER INSTRUMENTS OF RECORD. 4. UNDERGROUND OR INTERIOR PORTIONS OF FOOTINGS, FOUNDATIONS, WALLS OR OTHER NON- VISIBLE IMPROVEMENTS WERE NOT LOCATED. 5. ELEVATIONS ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM OF 1929 UNLESS OTHERWISE SHOWN. 6. FENCE TIES ARE TO THE CENTER -LINE OF FENCE. WALL TIES ARE TO THE FACE OF WALL. 7. IN SOME INSTANCES GRAPHIC REPRESENTATIONS HAVE BEEN EXAGGERATED TO MORE CLEARLY ILLUSTRATE THE RELATIONSHIP BETWEEN PHYSICAL IMPROVEMENTS AND /OR LOT LINES. IN ALL CASES DIMENSIONS SHALL CONTROL THE LOCATION OF THE IMPROVEMENTS OVER SCALED POSITIONS. 8. THE DIMENSIONS AND DIRECTIONS SHOWN HEREON ARE IN SUBSTANTIAL AGREEMENT WITH RECORD VALUES UNLESS OTHERWISE NOTED. 9. PARTY WALLS ARE CENTERED ON PROPERTY LINE AND ARE 0.7' WIDE UNLESS OTHERWISE NOTED. 10. EXISTING CORNERS FOUND OFF WITNESS PROPERTY CORNERS 11. OBSTRUCTED CORNERS ARE WITNESSED BY 1CPROVEMENTS. ABBREVIATIONS (SEA BACK OF THIS PAGE) I HEREBY CERTIFY THAT THE SURVEY REPRESENTED HEREON MEETS THE MINIMUM TECHNICAL STANDARDS FOR LAM) SURVEY F. AS SET FORTH IN CHAPTER 61G17 -6 OF THE FLORIDA ADMINISTRATIVE CODE FOR THE BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS PURSUANT TO SECTION 472.027 OF THE FLORIDA STATUTES. NOT VALID WITHOUT THE SIGNATURE AND T-IE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND ER. 10/13/06 PJS BY A I DATE PAUL J STOWELL PROFESSIONAL LAND SURVEYOR FLORIDA CERTIFICATION NO. 5241 z LILT Q 3 0 0 L 0 z 20 BW PC 0.1'E I !� 30.0' WALK,0.4'N 0.0'E FIP 1 /2', NO ID 0,01'N,0.05'W WALK 9.2'W 4, 0) co 3.2' WALK 0 FOUND DRILL HOLE 0.01'E 0.08'S Scale 3' WALK 26.26' WALK 47.2'N -14.94 14.95' - OP '1 co 5.7' 11.3 _BEARING BASIS (ASSUMED) o2 S N.89659'16 20 1 " VENT rn ARC 13.6' FOUND DRILL HOLE 0.05'E 0.07'S 13.4 22.0' AC 4 7.5' v ^p00g' 5.0 LOT 1 BLOCK 38 f -� 40 OP co Lri ONE STORY RESIDENCE FF =1 1.7' 20' N.E. 102nd STREET 75' RIGHT OF WAY 20' ASPHALT PAVEMENT 18.3 8.1 14.8' 22' SWALE 15' ALLEY RIGHT OF WAY 35.58 AC 4 ' 74.94' - 5' WALK LOT 11 BLOCK 38 3' 12.6' OPEN PORCH 20.6'1 I 1p 4 Isrr" =^ 1 ,5 !• rte 4 .,a===-i = �ASPH S.89'59 816 ASPHALT PAVEMENT 10000' F/C,0.6'S 2.6'S - - - - CENTERLINE WOOD FENCE 60 - x - x - METAL FENCE W°°'-' PAVERS � ,p 0 0 co N 0 vi 0 6125 STIRLING RD. DAVE, FLORIDA 33314 FOUND DRILL HOLE 0.07'S 0.03'W F /C,0.3'W BW 0.3'S 0 LOT 10 BLOCK 38 FIP 1 /2" NO ID 0.09'W 0.02'S E /F,1.0'E,1.2'N ASPH 2.6'S 777/7 /7/ CONCRETE BLOCK WALL -i- - i -s -i- OVERHEAD WIRES 5.50'_. BROWARD (954)587 -2100 PALM BEACH (561)488 -9628 FAX (954)587 -5418 © 2006 ATLANTIC COAST SURVEYING INC. BENCHMARK DESCRIPTION: PAINTMARK IN CENTERLINE OF ROAD AT 350 N.E. 102ND STREET. ELEVATION = 9.54' CONCRETE FENCE GUY ANCHOR DENOTES ELEVATION -0- MONITORING WELL CABLE JUNCTION BOX POWER /LIGHT POLE WATER METER FP &L /SBT PAD A AC ADD ADJ AE ALUM. ASP H BC BCR BLDG BLK. BM BNDY. BRG BSL BW C C &G CB CBS CD CHAT C B CLF CM CME CMP CNF CONC COR. COV. D DB DCR DE. DOT EIF EP EW ELEC. ELEV. ENCL EM ESMT F!C F'L FF FH FIP FIR FN FND FN&D FN &T FP &L GAR GW HW ID INV L LB LC LD LFF LME LP LS ARC LENGTH AIR CONDITIONER ADDITION ADJACENT OR ADJOINING ANCHOR EASEMENT ALUMINUM ASPHALT BUILDING CCRNER BROWARD COUNTY RECORDS BUILDING BLOCK BENCHMARK BOUNDARY BEARING BUILDING SET -BACK LINE BACK OF WALK CALCULATED CURB & GUTTER CATCH BASIN CONCRETE BLOCK STUCCO CHORD DIRECTION CHATTAHOOCHEE CABLE JUNCTION BOX CHAIN LINK FENCE CONCRETE MONUMENT CANAL MAINTENANCE EASEMENT CORRUGATED METAL PIPE CORNER NOT FOUND CONCRETE CORNER COVERED DEED DEED BOOK DADE COUNTY RECORDS DRAINAGE EASEMENT DEPARTMENT OF TRANSPORTATION END OF FENCE EDGE OF PAVEMENT EDGE OF WATER ELECTRIC ELEVATION ENCLOSURE ELECTRIC METER EASEMENT FENCE CORNER FENCE LINE FINISHED FLOOR FIRE HYDRANT FOUND IRON PIPE FOUND IRON ROD FOUND NAIL FOUND FOUND NAIL & DISC FOUND NAIL & TAB FLORIDA POWER & LIGHT GARAGE GUY WIRE HEAD WALL IDENTIFY. IDENTITY INVERT LENGTH LICENSED BUSINESS CHORD DISTANCE LEGAL DESCRIPTION LOWEST FINISHED FLOOR LAKE MAINTENANCE EASEMENT LIGHT POLE LAND SURVEYOR LEGEND OF SURVEY ABBREVIATIONS M MAINT MH NO. NR N S. OHE OH OP ORB OS OW P PAR PB PBCR PC PCC PCP PG PI PK POB POC PP PRM PRC PT PVMT PW R RAD REC RCP RES RET RNG RW SAN SBT SCN SE SEC SEW SN &D SP SP &C SR SRC SSMH STA STM STY SUBD T TB TBM TRANS TWP TYP UE UGD WC WD WM WV MEASURED MAINTENANCE MANHOLE NUMBER NON - RADIAL NOT TO SCALE OVERHANG EASEMENT OVERHANG OPEN PORCH OFFICIAL RECORDS BOOK OFFSET OVERHEAD WIRES PLAT PARCEL PLAT BOOK PALM BEACH COUNTY RECORDS POINT OF CURVATURE POINT OF COMPOUND CURVATURE PERMANENT CONTROL POINT PAGE POINT OF INTERSECTION PARKER KALON POINT OF BEGINNING POINT OF COMMENCEMENT POWER POLE PERMANENT REFERENCE MONUMENT POINT OF REVERSE CURVE POINT OF TANGENCY PAVEMENT POWER WALL RADIUS OR RECORD RADIAL RECORD REINFORCED CONCRETE PIPE RESIDENCE RETENTION / RETAINING RANGE RIGHT - OF - WAY SANITARY SOUTHERN BELL TELEPHONE SCREEN SOUTHEAST SECTION SEWER SET NAIL & DISC LB #5495 SCREEN PORCH SET 1/2" PIN & CAP LB #5495 STATE ROAD SET REFERENCE CORNER SANITARY SEWER MANHOLE STATION STORM STORY SUBDIVISION TANGENT TOP OF BANK TEMPORARY BENCH MARK TRANSFORMER TOWNSHIP TYPICAL UTILITY EASEMENT UNDERGROUND WALL CORNER WOOD WATER METER WATER VALVE Palm B (56 ) 4 -9628 Browad X954) '8'' -2100 Fax: (954) 587 -5418 n Road rd a 33314 cast ris Aiewdzot,A,( SURVEYING, INC. LB NO. 5495 AND BY CLYDE CURVE TABLE NUMBER CURVE 1 DELTA 90'07'44" CHORD DIRECTION N.44'55'24" E. RADIUS 25.00 ARC 39.33 LC 35.40 LEGAL DESCRIPTION LOTS 11 AND 12, BLOCK 38, "AN AMENDED PLAT OF MIAMI SHORES SECTION NO. 1; ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10, PAGE 70, OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. CERTIFIED TO: JORGE PENA AND JENNIFER PENA KUBICKI DRAPER FIRST AMERICAN TITLE INSURANCE COMPANY WELLS FARGO HOME MORTGAGE, INC., ITS SUCCESSORS AND /OR ASSIGNS BOUNDARY SURVEY INVOICE 122358 KUBICKI DRAPER 1410 -0821 SURVEY DATE 09/25/03 ADDED ELEVATIONS 02/20/04 CNEAL PROFESSIONAL LAND SURVEYOR PROPERTY ADDRESS 306 NE 102ND STREET MIAMI, FL 33138 FLOOD ZONE X MAP DATE 03/02/94 MAP NUMBER 120652 0093) WBS NOTES 1. BASIS OF BEARINGS AS INDICATED ON SKETCH. 2. LEGAL DESCRIPTION PROVIDED BY CLIENT. 3. THE LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE FOR EASEMENTS, RIGHT -OF- WAYS, OWNERSHIP OR OTHER INSTRUMENTS OF RECORD. 4. UNDERGROUND OR INTERIOR PORTIONS OF FOOTINGS, FOUNDATIONS, WALLS OR OTHER NON- VISIBLE IMPROVEMENTS WERE NOT LOCATED. 5. ELEVATIONS ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM OF 1929 UNLESS OTHERWISE SHOWN. 6. FENCE TIES ARE TO THE CENTER -UNE OF FENCE. WALL TIES ARE TO THE FACE OF WALL 7. IN SOME INSTANCES GRAPHIC REPRESENTATIONS HAVE BEEN EXAGGERATED TO MORE CLEARLY ILLUSTRATE THE RELATIONSHIP BETWEEN PHYSICAL IMPROVEMENTS AND /OR LOT LINES. IN ALL CASES DIMENSIONS SHALL CONTROL THE LOCATION OF THE IMPROVEMENTS OVER SCALED POSITIONS. 8. THE DIMENSIONS AND DIRECTIONS SHOWN HEREON ARE IN SUBSTANTIAL AGREEMENT WITH RECORD VALUES UNLESS OTHERWISE NOTED. 9. PARTY WALLS ARE CENTERED ON PROPERTY UNE AND ARE 0.7' WIDE UNLESS OTHERWISE NOTED. 10. EXISTING CORNERS FOUND OFF WITNESS PROPERTY CORNERS 11. OBSTRUCTED CORNERS ARE WITNESSED BY IMPROVEMENTS. 12. SEPTIC TANK AND DRAINFIELD LOCATION PROVIDED BY JENNIFER PENA ON FEBRUARY 27, 2004 ABBREVIATIONS (SEE BACK OF THIS PAGE) I HEREBY CERTIFY THAT THE SURVEY REPRESENTED HEREON MEETS THE MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYS AS SET FORTH IN CHAPTER 61G17 -6 OF THE FLORIDA ADMINISTRATIVE CODE FOR TH BOARD OF PROFES IONAL SURVEYORS AND MAPPERS PURSUANT 70 SECTION 472.027 OF THE FLO' 'A STA I TES. NOT VALie (THOU RE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR DATE 9/29/03 PJS FLORIDA CERTIFICATION N0. 2883 oJ 20 30.0' BW 0.1'E 0 FIP1 /2J NO ID 0.01'N 0.05'W 0 FOUND DRILL HOLE 0.01'E 0.08'S Scale 26.26' X3,2' WALK Oft, OP. 7'. 11.3' \WALK 47.2'N 14.95' -� WALK 0.4'N ^' �0.0'W H---,____BEARING BASIS (ASSUMED) 20 J" 1.8' ARC 13.6' 22.0' FOUND DRILL HOLE 0.05'E 0.07'S 13.4' rn -- 2 0 ' N.E. 102nd STREET 75' RIGHT OF WAY ONE STORY RESIDENCE FF =11.7' LOT 1 BLOCK 138 27.4' •:14.9'•:. 1 N 20' ASPHALT PAVEMENT N 40 60 22' SWALE N ASPH 8.5' ASPHALT PAVEMENT 2.6'S 15' ALLEY RIGHT OF WAY AC J 4' -t' LOT 11 BLOCK 38 SEPTIC TANK* •. • OPEN N .. I PA71p: DR v x 12.0'' .� 4.7' x 36.65' x -, - x -Q. I F/C -__ *_ 27 3 ' 3.1 35' S.89 16 " W . 100 36.76' F1P 1 /2' NO ID 0.09'W 0.02'S - - - CENTERLINE WOOD FENCE -X X METAL FENCE ". JCHAT :•' "O ;P F/C 0.2'W 26.0'S 9 I 0 0 ui 00 LOT 10 BLOCK 38 oo ,0 I &i I F/C 1.0'E x I . 1.2'N ASPH 2.6'S BW 4 0.3'S FOUND DRILL HOLE 0.07'S 0.03'W 6125 STIRLING RD. DAVIE, FLORIDA 33314 PALM BEACH (561)488 -9628 FAX (954)587 -5418 © 2003 ATLANTIC COAST SURVEYING INC. CONCRETE BLOCK WALL - OVERHEAD WIRES • -� CONCRETE FENCE ____) GUY ANCHOR DENOTES ELEVATION BROWARD (954)587 -2100 BENCHMARK DESCRIPTION: PAINTMARK IN CENTERUNE OF ROAD AT 350 N.E. 102ND STREET. ELEVATION = 9.54' MONITORING WELL CABLE JUNCTION BOX POWER /LIGHT POLE WATER METER FP3cL /S8T PAD NOTES: LARGE MISSILE WINDOWS 1. GLAZING CPTI'ON 3: A. 5/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS W/ AN 090 INNER LAYER OF SOLUTIA OR DUPONT PVB. B 5/15' LAMINA1 ED CLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. C. 7/16" I AMINATED .3LASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. D. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. 2. CONFIGURATIONS: X, XX, XO, OX, XOX, 0 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI - DADE COUNTY. D. FOR "X" CONFIGURATIONS SEE SHEET 4. E. FOR "XX" CONFIGURATIONS SEE SHEET 4. F. FOR 1 -1 -3 "XOX" & "0" CONFIGURATIONS SEE SHEET 5. G. FOR 144 "XOX" & "XO" OR "OX" CONFIGURATIONS SEE SHEET 6. H. FOR UNEQUAL LITE "XOX, "XO" & "OX" CONFIGURATIONS SEE SHEET 7. 4. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS: HEAD & SILL: MAX. 4" FROM CORNERS MAX. 4" & 7" ON EACH SIDE OF MEETING RAILS MAX. 14 1/2" SPACING ON VENTS MAX. 13" SPACING ON FIXED LITES (2) ANCHORS 3" APART AT MID -SPAN ON FIXED LITE ONLY JAMBS: MAX. 4" FROM CORNERS MAX. 13" SPACING (2) ANCHORS 3" APART AT MID -SPAN NOTE: 1/4" TAPCONS OR #14 SCREWS MAY BE USED AT THE ABOVE SPACING. SEE SHEETS 4, 5, 6 AND 7 FOR ALLOWABLE DESIGN PRESSURES IF USING 3/16" TAPCONS OR #12 SCREWS. 5. SHUTTER REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 7. REFERENCE TEST REPORTS: FTL -3580, FTL -3582 & FTL -3587, I X 0 0 x Roved By F.K. R eved By Resod By Drer.•n By F.K. Colo: 3/17/03 - Dale : Dsto Dale: 12/17/02 Revisions: A Rn vlslnn•: Rnvin Inns • Chnckad By' REVISE ANCHORAGE NOTE 4 1070 TECHNOL DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 CONIGURATIONS OPTIONS .090 :ILUT 3/16" f NEA STR! JGT Visibly Bette 0 x 0 0 x X .090 .)LUTIA OR DUPONT _ PVB INNER LAYER 1/8" ;JNEALED OR HEAT - STRNGTHENED GLASS OH X T .. UNEQUAL LITES L UNECCUAL L:TF:S UNEQUAL LITES r.- 1/8" HEAT STRENGTHENED GLASS IA OR DUPONT INNER LAYER LED OR HEAT IENED GLASS SW - let/Model: CA-740 Scale: NTS Sheol: 1 or 1 46 5/16" LAMINATED GLAZING DETAIL 3/16" HEAT STRENGTHENED GLASS .650 NOM. GLASS BITE 7/16" LAMINATED GLAZING DETAIL Descdpflonr NOTES AND GLAZING DETAILS Tple: ALUMINUM CASEMENT WINDOW, IMPACT Ors,■np Ns. 7045 -8 Appror cd se complying akh the Florida Dal Ing C Date 05 22 ( NOAfi /) '_ Miami Dade Product Coat Dirt Lucas A. Turner, P.E, PE #59201 Mechanical .650 NOM. GLASS BITE [ OA DRAWING TABLE OF CONTENTS SHEET 1 1 NOTES GLAZING DETAILS ELEVATIONS 2 -3 .DESIGN PRESSURE TABLES 4 -7 SECTIONS 8 CORNER CONSTRUCTION 9 EXTRUSION PROFILES 9 -10 PARTS LIST 10 ANCHORAGE 11 -1 1/2" 1 CENTERLIN 11/2 " ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) SEE MID -SPAN ANCHOR DETAIL -\\ TYP. (2) $ \ 13" MAX. O.C. 4" MAX. 3" ANCHOR LOCATION TYP. MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) SEE MID -SPAN ANCHOR DETAIL TYP. (2) 7 " 4" MAX. - ANCHOR LOCATION TYP, MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 30" MAX. -- DAYLIGHT -.-- OPENING X 4 4 O 134" MAX. WI[ 53" MAX. DAYLIGHT OPENING 13 " MAX, O.C.� 60" MAX. FIXED SE MID -SPAN ANC)R DETAIL TYP. (2) / 7" 4" MAX. 1 MAX. O.C. t 1 4" MAX. - �-¢- _ 37" MAX. VENT TYP. ELEVATION "A" - 63" HIGH "XOX" (SEE SHEETS 5 -7 FOR PRSURE Raoad By: F.K. R" er�Ay: Rnvsd e Drawn 8y: F.K Darc: 3/17/03 Dela• Delo Dale: 12/17/02 R.Vielane: A Revdlnns: Revlslonsr Chocked eyr REVISE ANCHORAGE Dele: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. OOX 1529 NOKOMIS, FL 34274 ,1 L- SEE Visibly B 4" MAX. f i" MAX. YLIGHT --- 'ENING X 4" MAX.- 56" MAX. DAYLIGHT OPENING 63" MAX. HEIGHT 74" MAX. WIDTH 30" MAX. DAYLIGHT - OPENING , z -L '7 X SEE MEETING RAIL DETAIL TYP. (2) 1 1 1 14 1/2" MAX. O.C. TYP. ELEVATION "B" - 63" HIGH "XX" (SEE SHEET 4 FOR PRESSURES) 56" MAX. DAYLIGHT OPENING 63" MAX.. HEIGHT --�-14 1/2" MAX. O.C. VENT HEAD & SILL ONLY MEETING RAIL DETAIL TYP. (4) S) Oeeaptlon: "XX" & "XOX" ELEVATIONS cede: ALUMINUM CASEMENT WINDOW, IMPACT Sedre9lnde CA -740 Scale NTS Sheet 2 d 11 Drawing Na 7045 -8 Lucas A. Turner, P.E. PE *58291 Mechanical Approved as co ept)Ing kh the Florida But 'in Dale 05 2 2 0 N11Ai1 /` - '• /�� Miami Dade Product Control Div' By SEE MID -S' AN ANCHOR DETAIL SHT. 2 TYP. (2) 13" MAX. — 0.C, 4" MAX. 32" MAX. WIDTH 25" MAX. DAYLIGHT OPE' NG� X 65" MAX. DAYLIGHT OPENING 14 1/2" 4" MAX. _• I 4--- I MAX, O.C. ELEVATION "C" - 72 HIGH "X" (SEE SHEET 4 FOR PRESSURES) NOTE: 72" HEIGHT AVAILABLE WITH SINGLE VENT CONFIGURATION ONLY SEE MID -SPAN ANCHOR DETAIL SHT. 2 TYP. (2) 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY 72" MAX. HEIGHT 13" MAX. - - 0.C. 1 4" MAX. 4" MAX. — SEE MID -SPAN ANCHOR DETAIL " SHT. 2 TYP. (2) ( 13" MAX. — 0.0. 4" MAX. —37" MAX. WIDTH 30" MAX. --DAYLIGHT -- OPENING 4" MAX. — f \X. O.C. ELEVATION "D" - 63" HIGF "X" (SEE SHEET 4 FOR PRESSURES) 30" MAX. 53" KV. DAYLIGHT -- DAYLIGHT )PENT OPENING t X 97" MAX. WIDTH Rom! Br F.K. Re»d Br Revad By- Drawn By. F.K. oe!e. 3/17/03 Osier 0.!s 12/17/02 RC. ions: A Revisions: Reunions: Checked By. REVISE ANCHORAGE Cde: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 56" MAX. ( AYLIGHT )PENING j l 1 1 - - -i -- "� -13'l M 37" MAX. VENT - - 60" MA) FIXED ELEVATION "F" - 63" HIGH 11 XO" & "(K" UN Visibly Betl • 63" MAX. HEIGHT SEE MID -SPAN ANCHOR DETAIL SHT. 2 TYP. (4) 13" MAX. — 0.C. ` 4" MAX. I 4" MAX. G0" MAX. WIDTH 53" MAX. _ DAVLrGHT OPENING 4 0 MAX. O.C 56" MAX. DAYLIGHT OPENING 63" MAX. HEIGHT NG AX. O.C. ELEVATION "E" - 63" HIGH "0" (SEE SHEET 5 FOR PRESSURES) 56" MAX. DAYLIGHT - OPENING EQUAL LITE (SEE SHEETS 6 -7 FOR PRESSURES) oe,crlatbre "X ", "0 ", "XO" & "OX" ELEVATIONS Ter ALUMINUM CASEMENT WINDOW, IMPACT S.Mz/Mode! CA -740 Scab: NTS sMLL 3 of 11 SEE MID -SPAN ANCHOR DETAIL SHT. 2 TYP. (2) 63" MAX. HEIGHT SEE MEETING RAIL DETAIL SHT. 2 TYP. (2) flowing No 7045 -8 Rer. A A� primed ai complyleR Pith the Florida Bat kg ' Dotep5 NORM �T/.17 Miami 1 ade Product Control Div ** B ./- .! Lucas A. Turner, P.E. PE #58201 Mechanical COMPARA.TIVL7N .BL , :4 il • 1 4 . • • 1 •' 1 a ' " "X" WINDOWS _ TEST REPORTS: FTL -3582 FTL -3587 - ` G 'V 1 •PTIONS: a. 5116" LAMI 1/8 "A,.091,11 ; " B. 5/16" LAM I 8 "HS,.090,1/8 S) WIDTH HT 26,000 31.000 36.000 38.375 43.000 48,000 50.62f. i 54.000 j 57.000 60 000 ; 63.000 66.000 69.000 72.000 NEu POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG PO EG POS NEG FOS NEC POSINE3 P05 NEG POS NEG POS NEG POS 19.125 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 -90.0 70.0 70.0 -90.0 -90.0 70.0 70.0 -90,0 -90,0 70.0 70.0 7U.G -90.0, -90.0 -CC.3 70.0 70.0 ?0.0 -90.0 -90.0 -84.2 70.0 70.0 70,0 -90.0 -90.0 -83.2 70,0 70.0 70.0 -90.0 -90.0, -81.7 70.0 70.0 70.0 B -90.0 70.0 -90.0 70,0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 2�flk0 A -967 70,0 - 90.L00 70.0 -90.0 70.0 -90,0 70.0 -90.0 70.0 -90.0 70.0 - .0 7().0 -90,0 70.0 -90.0 70.0 -89,6 B -9e.0 70.0 -30.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 ,6 $ 79.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 90,0 7 0.0 -90,0 70.0 -90.0 70.0 -90.0 70.0 63.7' 26.500 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -83.6 70.0 -79.9 7().0 -75.4 70.0 -72.4 70.0 -69.9 69.9 -67,8 67.8 -66.2 66.2 -65,0 65.0 -63.7 B -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - -90.0 70.0 -90.0 70.0 -90.0 70,0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 30.000 A -90,0 70.0 -90.0 70.0 -90.0 70.0 -87.4 70.0 -77.6 70.0 -68.4 68,4 - 63.9 6 :3.9 -60.0 60.0 -58,5 58.5 -56.2 56,2 -53.4 53.4 -51.3 51.3 -49.8 49.8 -48.3 48.3 B -90.0 70.0 -90,0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 56.1 -90.0 -53.8 70.0, 53.8 -90.0 -50.4 70.0 50,4 -90.0 -47.7 70.0 47.7 -90.0 -45.6 -90.0 70.0 -90.0 70.0 43.9 70.0 -90.0 -42.2 -84.4 70.0 42.2 70.0 32.000 A -90.0 70.0 -90.0 70.0 -86.3 70.0 -81.0 70.0 -71,1 70.0 -61,8 61.8 -58.9 5f 3.9 -56.1 45.61 -43.9 70.0 -87.8 B -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 7().0 -90.0 -51.8 70.0 51.8 -90.0 -48.6 70.0 48.6 -90.0 -45.2 70.0 45.2 -90,0 -42.4 70.0 42.4 34.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -65,5 65.5 -57.5 57.5 -54.9 54.9 NOTE: "X" WINDOWS WIDER THAN B -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 7().0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 32" AVAILABLE AT MAX. HEIGHT OF 63" ONLY, IF USING 3/16" OF 83' ONLY, OR #12 SCREWS DESIGN PRESSURE IS LIMITED TO 53.4 P.S.F 36.000 A -75.0 70.0 -75,0 70,0 -75.0 70.0 -70.4 70.0 -60.4 60.4 -54,3 54.3 -51.1 5" 1.1 -47.9 -75.0 47.9 70.0 -44.8 -75.0 44.8 70.0 -42.2 -75.0 42.2 70.0 -39.7 -75.0 39.7 70.0 8 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70,0 -75.0 70.0 -75.0 70.0 �-- -75 .0 7( ).0 37.000 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 4! ).9 -46.4 46.4 -43.5 43.5 -41.1 41.1 -38.6 38.6 B -75.0 70.0 -75.0 70.0 -75.0 70,0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 7().0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 TABLE 2,(BASED ON 1/4" TAPCONS OR #14 SCREWS; "X" WINDOWS TES I' REPORTS: FTL -3580, FTL -3587 x GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) ALL "X" SIZES UP TO 37.000" WIDE x 63.000" HIGH AND ALL "X" SIZES UP TO 32.000" WIC E x 72,000" HIGH 1 -90.01 70.0, COMPARATIVE ANALYSIS TABLE 3.(BASED ON 1/4" TAPCONS OR #14 SCREWS " JN WINDOWS TEST REPORTS: FTL -3582, /8 "NS) GLAZING OPTION: A. 5/16" LAMI (1 /8 "A,..0,1 .. E G "XX" 26.000 31.000 36.000 38.375 43.000 48.000 50.62f - 54.000 57.000 60.000 63.000 1 WIDTH NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG P S NEG -75.0 -75.0 POS 70.0 70.0 NEG -75.0 -75.0 POS 70.0 70.0 NEG - 75.070.0 -75.0 POS 70.0 NEG -75.0 -75,0 POS 70,0 70,0 37.000 43.000 A A ' -75.0 -75.0 70.0 70.0 -75.0 -75.0 70.0 70.0 -75.0 -75.0 70.0 70.0 -75.0 -75,0 70.0 70.0 -75.0 -75.0 70.0 70.0 -75,0 -75.0 70.0 -75.0 -75.0 7().0 70.0 Approved as complying K11h the FiedaB dcn �,te 48.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 53.125 57.000 A A -75.0 -75.0 70.0 70.0 -75.0 -75.0 70.0 70.0 -75.0 -75.0 70.0 70.0 -75.0 -75.0 70.0 70.0 -75.0 -75.0 70.0 70.0 -75.0 -74.4 70.0 70.0 -75.0 -69.6 7().0 6I).6 -75.0 -66.2 70.0 65.2 -72.1 -63.0 70.0 63.0 -69.5 -60.8 69.5_ 60.8 -67.5 -58.0 67.5 58 0 Pi°AN 0 - 11 '' Minns ..• ade Prodoct Control Di 60.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -68.4 68.4 -63.9 6 :3.9 -60.0 60.0 -58.5 58,5 -56.2 56.2 -53.4 53.4 x i 0 r , . z .f. , 64.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 513.9 -56.1 56.1 -53.8 53.8 -50.4 50.4 -47.7 47.7 x 68.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -65.5 65.5 -57.5 57.5 -54.9 54.9 -51.8 51.8 -48.6 48.6 -45.2 45.2 -42.4 42.4 72.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70,4 70.0 -60.4 60.4 -54.3_54.3 -51.1 6'1.1 -47.9 47.9 -44.8 44.8 -42.2 42.2 -39.7 39.7 74.000 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67,9, 67.9 _ -59.0 59.0 - 52.852.8 _ -49.9- 49.9 -46.4 46.4 -43,5 43.5 -41.1 41.1 , -38.6 38,6 TABLE 4.(BASED ON 1/4" TAPCONS OR #14 SCREWS' "XX" WINDOWS TEST REPORT: FTL -3582 GLAZING OPTION: B. 5/16" LAMI (1/8 "HS,.090,1 /8 "HS) NOTE: IF USING 3/16" TAPCONS OR l "" G/ `, 372073 Lucas A. Turner, P.E. PE #58201 Mechanical ALL "XX" SIZES UP TO 74.000" WIDE x 63.000" HIGH I -75.01 70.0 #12 SCREWS DESIGN PRESSURE FOR "XX" WINDOWS IS LIMITED TO 46.7 P.S,F TABLE 5.(BASED ON 1/4" TAPCONS OR #14 SCREWS; "XX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16"HS) ALL "XX" SIZES UP TO 74.000" WIDE x 63.000" HIGH 1 - 90.01 70.0 Revd By: F.K. Dore: 3/17/03 Rev(sinna: A TABLES 1 AND 3, GLASS TYPEA 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34175'1 P.O. BOX 1529 NOKOMIS, FL 34274 p Dascrlplha: PRESSURES - X & XX CONFIG. WINDOWS Read By Deie: _,REVISE Revlamna: rnh, ALUMINUM CASEMENT WINDOW, IMPACT Rem/ By Deis RevL +lana _ Visibly Bet er SeOuAbdd: CA -740 Sc... NTS Shut 4 ar 11 on"!op No. 7045 -8 Nor. A Drown By F.K. Defe 12/17/02 Checked Fly De{e: Revad By F.K Reed By Waved By Drawn By: F.K. Dole 3/17/03 Dale: Dew 12/17/02 Re vireos: A Rev/Nom Revisions: 6l'mcAed By. REVISE TABLE 6, GLASS TYPES A & C Dees: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 TABLE 7.(BASED ON 1/4" TAPCONS OR #14 SCREWS) "0" & "1/4- 1/2 -1/4 )►X '01 GLAZING OPTION: D. 7/16" LAMI (3/16 "HS,.090,3 /1 HS) ALL "0" SIZES UP TO 60.000" WIDE x 63.000" HIGH AND ALL "XOX" SIZES UPO 120.000" WIDE x 63.000" HIGH P " Visibly 8. r 2 0 1 4 X 0 4 NOTE' IF USING 3/16" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "0" WINDOWS IS LIMITED TO 52.1 P.S.F. DESIGN PRESSURE FOR "XOX" WINDOWS IS LIMITED TO 41.3 P.S.F NDOWS TEST REPORT: FTL -3580 PRESSURES- 0 & 1/4- 1/2 -1/4 XOX CONFIG. WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT Sedee.'Model: CA -740 Scale: NTS Betel 5 or 11 -90.0 J 70.0 O.ew4.p No. 7045 -8 Apr mid as complying atth the Florid Bui n ip e � C D ZL' 03 NOA 0 C! T �1 Miami Dade Product Control By • m xL 1C 7 By Lucas A Turner, P.E. PE #58201 Mechanical COMPARATIVE ANALYSIS TABLE 6.(BASED ON 1/4" TAPCONS OR #14 SCREWS) 8-r-7717- XOX" "HS) WINDOWS C. 7/16" 54.000 'ES 1 REPORTS: LAMI (3116 "A,.090,3 _ , 57.000 FT1. 60 -3 3380. /16 "HS) 000 POS FTL -3582 GLAZING OPTIONS: A. 5/16" LAMI (1/8 "A,,090,1 /8 "HS) B. 5/16" LAMI (1 /8 "HS,.00,1 /8 HEIGHT ' . "O" WIDTH i "XOX" 1 N /IDTH 00 31.000 36,000 38.375 43.000 48.000 50.625 63.000 NEG POS. 39,7 NEG POS NEG POS NEG POS, NEG POS NEG POS NEG POS vac POS NEG POS NEG POS NEG 36.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70,0 -60.4 60.4_ -54.3 54.3 -1.1 51.1 -47.9 47.9 -44.8 44.8 -42.2 42.2 -39.7 72.000 _ :Clc -75.0 73.0 -75.0 70.0 -75,0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -5.0 70.0 -75.0 70.0 -75.0 /0.0 -75.0 70.0 -75.0 70.0 -90.3 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 0.0 70.0 -90.0 70.0 -90.0 70.0 -90,0 70.0 -90.0 70.0 I 37.000 74.000 A -75,0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -9.9 49.9 -46.4 46.4 -43.5 43.3 -41.1 4 i.1 -38.6 38.6 B -75.0 70.0 -75.0 70.0 -75.0 70,0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -5.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -0.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 39.500 79.000 A -75.0 70.0 -75.0 70.0 -67.8 67.8 -62.1 62.1 -55.7 55.7 -49.8 49.8 -6.9 46.9 -43.6 43.6 -41.1 41.1 -38.6 38.6 -36.5 36.5 B -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70,0 -75.0 70.0 -5.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C -90.0 -, 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0, 56.4 -0.0 70.0 -90.0 70.0 -90.0 70.0 -87.4 70.0 -83.2 70.0 42.000 84.000 A -75.0 70.0 -75.0 70.0 , -62.4 62.4 -58.4 58.4 -63.3 63.3 -56.4 -3.4 53.4 -50.0 50.0 -46.9 46.9 -44,3 44.3 -41.9 41.9 B -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -5_0 70.0 70.0 -75.0 -90.0 70.0 70.0 -75.0, -84.5 70.0 -75.0 70.0 -79.7 70.0 70.0 -75.0 -75.6 70.0, 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -0.0 45.000 90.000 A -75.0 70.0 -70.3 70.0 -58.0 58.0 -54.6 54.6 -59.3 59.3 -53.6 53.6 -0.9 50.9 -47.5 47.5 -44.7 44.7 -42.1 42.1 -39.7 39.7 B -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75,0 70.0 -75.0 70.0 -5.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C -90.0 70.0 -90.0 70,0 -90,0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -8.2 70.0 48.6 -81.8 -45.3 70.0 45.3 -76.9 -42,5 70.0 , -72.4 42.5 -40.4 70.0 40.4 -69.2 -38.4 69.2 38.4 48.000 96.000 A -75.0 70.0 -65.0 65.0 -54.3 54.3 -51.1 51.1 -55.1 55.1 -51.4 51.4 -8.6 B -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0, -75,0 70.0 -5.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90,0 70.0 -90.0 70.0 -86,0 70.0, -0.9 70.0 46.9 70.0 -75.0 -43.5 -75.0 70.0 43.5 70.0 -70.7 -41.3 -75.0 70.0 -67.3 41.3 -39.2 70.0 -75.0 67.3 39.2 70.0 -64.1, -37.1 -74.3 64,1 , 37.1 70.0 50.500 101.000 A -75.0 70.0 -60.8 60.8 -51.3 51.3 -48.3 48.3 -52.7 52.7 -48.7 48.7_ -6.9 B -75.0 70.0 -75.0 70.0 -75.0 70.0 -75,0 70.0 -75.0 70.0 -75.0 70.0 -5.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 70.0_ -81.2 '70.0 -5.7 70.0 -70:3 70.0 -66.8 66.8 -63.5 63.5 -60.5 60.5 53.125 106.375 A -75.0 70.0 -58.7 58.7 -48.7 48.7 -45.4 45.4 -50,0 50.0 -46.1 46.1 .4.2 44,2 -42.2 42.2 -40.1 40.1 -38.0 38.0 -36.2 36.2 B -75.0 70.0 -75.0 70,0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -5.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.4 70.0 0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -88.6 70.0 -76.4 70.0 1.1 70.0 43.4 -66.5 -41.9 66.5 41.9 -63.0, -39.8 63.0 -60.0 39.8 -37.6 60.0 37.6 , -57.3 -35.9 57.3 35.9 54.000 108.000 A -75.0 70.0 -58.2 58.2 -47.9 47.9 -44.5 44.5 -49.1 49,1 -45.3 45.3 .3.4 B -75.0 70.0 -75.0 70,0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 5.0 70.0 70.0 -75.0 -65.4 70.0 65.4 -75.0 -61.8 70.0 -75.0 61.8' -59.1 70.0 59.1 -71.8 -56.4 70.0 56.4 C -90.0 70.0 -90.0, 70.0 -90.0 70.0 , -90.0 70.0 -86.9 70.0 -75.0 70.0 0.1 55.500 111.000 A -75.0 70.0 -57.1 57.1 -46.4 46.4 -43.3 43.3 -47.5 47.5 -43.9 43.9 .2.2 42.2 -40.8 40.8 -39.1 39.1 -37.2 37.2 -35.4 35.4 B -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0_ -75.0 70.0 -75.0 70.0 -5.0 70.0 -75.0 70.0 -75.0 70.0 -74.3 70.0 -70.8 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 _ -84.3 70.0 -72.5 70.0 8.4 68.4 - 41.2 -63.6 -39.8 63.6 39.8 -60.1 -38.5 60.1 -57.5 38.5 -36.7 57.5 36.7 -54.8 -34.8 54.8 34.8 57.000 114.000 A ` 70.0 -75.0 -56.2 56.2 -44.8 44.8 -42.1 42.1 -46.2 46.2 -42.5 42.5 1.2 B -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0. -75.0 70.0 5.0 70.0 -75.0 70.0 -75.0 70.0 -73.3 70.0 -69.6 69.6 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -81.8 70.0 -70.7 70.0 6.7 66.7 4Q.2 -61.8 -38.7 61.8 38.7 -58.7 -37.6 58.7 -55.9 37.6 -36.1 55.9 36.1 -53,2, -34,2 53.2 34.2 58.500 117.000 A -74.2 70.0 -55.0 55.0 -43.4 43.4 -40.9 40,9 -44,8 44.8 -41.3 41.3 0.2 B -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 5.0 70.0 -75.0 70.0 -75.0 70.0 -72.2 70.0 -68.4 68.4 C -90.0 70.0 -90.0 70,0 -90.0 70.0 -90.0 70.0 -79.4 -69.0 69.0 4.9 64.9 39.2 -60.4 -37.6 60.4 37.6 _ -57.3 -36.7 57.3 -54.5' 36.7 -35.5 54.5 35.5 -51,6 -33,7 51.6 33.7 60.000 120.000 A -72.9 70.0 -53.4 53.4 -42.2 42.2 -39.7 39.7 -43.5 43.5 -40.4 40.4 9.2 B -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 5.0 70.0 -75.0 70.0 -73.3 70.0 -71.0 70.0 -67.4 67.4 C -90.0 70.0 -90.0 70.0 -90.0 70.0 _ -90.0 70.0 _ -77.1 70.0_ -67.3 67.3 3.3 63.3 _ -59.1 59.1 -55.9 55.9 -53,0 53.0 -50.0 50.0 Revad By F.K Reed By Waved By Drawn By: F.K. Dole 3/17/03 Dale: Dew 12/17/02 Re vireos: A Rev/Nom Revisions: 6l'mcAed By. REVISE TABLE 6, GLASS TYPES A & C Dees: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 TABLE 7.(BASED ON 1/4" TAPCONS OR #14 SCREWS) "0" & "1/4- 1/2 -1/4 )►X '01 GLAZING OPTION: D. 7/16" LAMI (3/16 "HS,.090,3 /1 HS) ALL "0" SIZES UP TO 60.000" WIDE x 63.000" HIGH AND ALL "XOX" SIZES UPO 120.000" WIDE x 63.000" HIGH P " Visibly 8. r 2 0 1 4 X 0 4 NOTE' IF USING 3/16" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "0" WINDOWS IS LIMITED TO 52.1 P.S.F. DESIGN PRESSURE FOR "XOX" WINDOWS IS LIMITED TO 41.3 P.S.F NDOWS TEST REPORT: FTL -3580 PRESSURES- 0 & 1/4- 1/2 -1/4 XOX CONFIG. WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT Sedee.'Model: CA -740 Scale: NTS Betel 5 or 11 -90.0 J 70.0 O.ew4.p No. 7045 -8 Apr mid as complying atth the Florid Bui n ip e � C D ZL' 03 NOA 0 C! T �1 Miami Dade Product Control By • m xL 1C 7 By Lucas A Turner, P.E. PE #58201 Mechanical COMPARATIVE ANALYSIS 1 ABLt ✓3.(BASED ON 1/4" TAPCONS OR #14 SCREWS) "XU" UR "UX ' & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPOR T: FTL -3582 T /8 "HS) '"-"- GLAZING OPTION: A. 5/16" LAMI (1/8 "A,.090 "XO" WIDT -1 "XOX" WIOTH HEIGHT , 26.000 31.000 36.000 38,375 43.000 48.000 NEG O 50.625 NEG POS 54.000 NEG POS 57.000 NEG POS 30.X'0 NEG PCS 63.000 , NE. POS NEG POS NEG POS NEG POS NEG POS NEG POS 37.000 55.500 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70,0 -75.0 70.0 -75.0 70.0 -75,0 70.0 -75.0 70.0 48.000 72.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70,0 -75.0 70,0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 49.333 74.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 53.125 79.688 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0_ 70.0 -75.0 70.0 -75.0 70,0 -75.0 70.0 -72.1 70.0 -69.5 69.5 -67,5 67.5 56.000 84.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0_ -75.0 70.0 -75.0 70.0 -71.9 70.0 -67.7 67,7 -64.9 64.9 -62.7 62,7 -60.4 60.4 60.000 90.000 A -75.0 70.0 -75.0 70.0 -75.0 70,0 -75.0 70,0 -75.0 70.0 -68,4 68.4 -83.9 63.9 -60.0 60.0 -58,5 58.5 -56.2 56.2 -53.4 53.4 64.000 96.000 A -75.0 70.0 -75.0 70,0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 61.8 7 58.9 -55.6 58.9 55.6 -56.1 -52.6 56.1 52.6 -53.8 -49.4 53.8 49.4 -50.4 -45.9 50.4 45.9 -47.7 -43.1 47.7 43.1 67.333 101.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -66.4 66.4 -58.2 58.2 70.917 106.375 A -75,0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 -61.8 61.8 -55.1 55.1 -51.9 51.9 -48.9 48.9 -45.8 45.8 -42.8 42.8 -40.3 40.3 72.000 108.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 -54.3 54.3 -51.1 51.1 -47.9 47.9 -44.8 44.8 -42.2 42.2 -39.7 39,7 74.000 111.000 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 _ -59.0 59.0 , -52.8 52.8 -49.9 49.9 -46.4 46.4 -43.5 415 -41.1 41.1 -38.6 38.6 TABLE 9. (BASED ON 1/4" TAPCONS OR #14 SCREWS) "XO" or "OX" & TABLE 10. (BASED ON 1/4" TAPCONS OR #14 SCREWS) "XO" or "OX" & GLAZING OPTION: C. 7/16" LAMI (3/16 "A ALL "XO" OR "OX" SIZES UP TO 74.000" WIDE x 63.000" HIGH AND ALL "1/3 -1/3 NOTE: IF USING 3/16" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "XO" OR "OX Revad By F.K. Raved 8y Revsd By: Draw" By F, K. ALL "XO" OR "OX" SIZES UP TO 74.000" WIDE x 63.000" HIGH AND ALL "1/3 -1/3 Oats: 3/17/03 Only' Oeh+• Dale: 12117/02 Revisions, A Revilon• Revblons eher.Aad Byr GLAZING OPTION: B. 5/16" LAMI (1/8 "H REVISE TABLE B, GLASS TYPE A Dols: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 "1/3 -1/3-t 1 XOX" ,.090,1/8 "F 3) 1/3 XOX" S ZES UP "1/3- 1/3 -1,1 XOX" ,.090,3116 "1 5) - 1 /3 XOX" SZES UP ' AND "XO >' WINDO Visibly Be l 'r 1 3 X 0 0 X 1 3 WINDOWS TO 111,000" WIDE x 63.000" HIGH WS IS LIMITED TO 41.3 P.S.F. SIAea.S4clot CA -740 Scala: NTS Sling& 6 ea 11 TEST REPORT: FTL -3582 1 -75.0 j 70.0 WINDOWS TEST REPORT: FTL -3580 TO 111.000" WIDE x 63.000" HIGH 1 -90,01 70.0 0savtpGac PRESSURES- XO, OX, & 1/3-1/3-1/3 XOX WINDOWS rdr: ALUMINUM CASEMENT WINDOW, IMPACT Crewing ( o 7045 -8 Approved as comply with the Florida Dui p o Date Z NOAft ZZ4. Q' Miami Dade Product Control Dh" By 3,/2//03 Lucas A. Tumer, P.E. PE #58201 Mechanical ��...�. >...� >.. ■ . 1/4" ,� n u "XOX" l �..�.. ,_�..�....�....� COMPARATIVE AIIALV.31S TABLE 11.(BASED ON 1/4 TAPCONS OR #14 SCREWS XOoo X & XOX UNEQLA_ LITE WINDOWS TEST REPORTS: FTL -3580, F1 L-3582 GLAZING OPTIONS: A. 5/16" LAMI (1/8 "A,.090,1 /8 "HS) B. 5/16" LAMI c1 /8 "HS,.06(1 /8 "HS) C. 7/16" LAM: 1 ,3!16 "X,.090,3 /16 "HS) - -- - HEIGHI "XOX" PENT WIDTH WIDTH 69.264 19.125 86.919 24.000 95.973 26.500 108.649 30.000 115.892 32.000 122.000 123.135 126.000 130.000 35.896 130.378 Raved By F.K. Reved ey Raved By: Drown By F.K. Dale: 3117/03 OnM: Cale paw 12/17/02 33.687 34.000 34.791 36.000 134.000 37.000 Revisions: A Revision' Re naions: c11.6614. By. FIXED WIDTH 31.014 38.919 42.973 48.649 55.135 56.418 58.209 60.000 Cale 26.000 NEG POS A 75.0 70.0 3 -75.0 70.0 00.0 A -75.0 B -75.0 C -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 51.892 B -75.0 -90.0 A -75.0 54.627 B -75.0 C -90.0 A -75.0 B -75.0 C -90.0 A -75.0 B -75.0 C -90.0 A -74.4 B -75.0 C -90.0 A -74.3 58.378 B -75.0 C -90.0 A -72.9 B -75.0 C -90.0 70.0 70.0 70.0 70.0 36.000 38.375 NEG POS NEG POS -75.0 70.0 -75.0 70.0 -90.0 70.0 -75.0 70.0 -75.0 70.0 -90.0 70.0 43.000 48.000 5.625 NEG POS NEG POS NE ' POS -74.1 70.0 -64.9 64,9 -60 60.6 -75.0 70.0 -75.0 70.0 -751 70.0 -90.0 70,0 -90.0 70.0 -90) 70:0 -69.1 69.1 -63.4 63.4 -56.5 56,5 -50.4 50.4 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 62,1 -55.2 55.2 -47; 47.5 -75r 70.0 - 90) 70.0 70.0 -60.5 60.5 -57.2 57.2 -62.1 -52► 62.6 -49.1 49.1 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75! 70.0 -75.0 70.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 70.0 -87.0 70.0 70.0 -53.5 53.5 -50.4 50.4 -54.5 54.5 -50.7 50.7 -4& 48.2 - 44.9 44.9 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 70.0 -75.0 70.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -84.7 70.0 -75 70.0 -73.6 70.0 70.0 -49.9 49.9 -46.8 46.8 -51.3 51.3 -47.4 47.4 - 45.5 -42.7 42.7 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -70 , 70.0 L -75.0 70.0 70,0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -78.6 70.0 -72 70.0 -68.3 68.3 70.0 -47.3 47.3 -44.0 44.0 -48.4 48.4 -44.7 44.7 - 42.8 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 70.0 70.0 -90.0 70,0 -90.0 70.0 -85.8 70.0 -74.0 70.0 -65 69. 70.0 -46.8 46.8 -416 43.6 -47.9 47.9 -44.3 44.3 - 42. 70.0 -75.0 70.0 -75.0 70.0 -75,0 70.0 -75.0 70.0 -70 70.0 70.0 -90.0 70,0 -90.0 70.0 -85.0 70.0 -73.1 70.0 -69 68.8 - 64.1 64.1 70.0 -45.5 45.5 -42.6 42.6 -46.7 46.7 -43.1 43.1 - 41.6 -40.2 40.2 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 70. 70.0 -90.0 70.0 -90.0 70.0 -82.8 70.0 r -71.3 70.0 61 67. 70.0 -43.6 43.6 -41.2 41.2 -45.1 45.1 -41.5 41.571 40. 70.0 -75.0 70.0 -75,0 70,0 -75.0 70.0 -75.0 70.0 -70 70.0 70.0 -90.0 70.0 -90.0 70.0 - -79.9 70.0 -69.3 69.3 - 63 . 65. 70.0 -43.5 43.5 -41.0 41.0 -45.0 45.0 -41.4 41.4 -43 40. 70.0 -75.0 70,0 -75,0 70.0 -75.0 70.0 -75.0 70.0 - 7 1 ) 70.0 70.0 -90.0 70.0 -90.0 70,0 -79.6 70.0 -69.1 69.1 -6: 65. 70.0 -42.2 42.2 -39.7 39.7 -43.5 43.5 -40.4 40.4 -3 . 39. 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -79 9 70.0 -75,0 70.0 70.0 -90.0 70.0 -90,0 70.0 -77.1 70.0, -67.3 67.3 -6.) 63.3 -59.1 59.1 "XO" & "OX" WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDIAND TABLE 12. (BASED ON 1/4" TAPCONS OR #14 SCREWS) "XO" or "OX" & "XOX" UNEQIL LITE GLAZING OPTION: D. 7/16" LAMI (3/16 "HS,,090,3 /1(1S) ALL "XOX" SIZES UP TO 134.000" WIDE x 63.000" HIGH WITH 37.000" MAX. VENT WIDTF,ND 60 ALL "XO" or "OX" SIZES UP TO 97.000" WIDE x 63.000" HIGH WITH 37.000" MAX. VENT ‘DT,H A NOTE: IF USING 3/16" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "XO" OR "OX" AND "XOX " 'JDOW REVISE TABLE 11, GLASS TYPES A 3 C 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1329 NOKOMIS, FL 34274 Visibly Bet 54.000 57.003 60.000 ' 63.000 -41.4 41.4 -75.0 70.0 4 -64.7 64.7 4 - 41.1 41.1 -75.0 70.0 0 -75.0 70.0 3 -62,5 62.5 4 -38.9 38,9 -75.0 70.0 3 -60.6 60.6 3 -38.8 38.8 -75.0 70.0 1 -60.5 60.5 2 -37.7 37.7 THE FIXED WIDTH. WINDOWS S IS LIMITED TO 41.3 P.S.F. Selina Mode CA -740 -39.5 39.5 -37.5 37.5 -75.0 70.0 -74.9 70.0 -61.0 61.0 -58.4 58.4 -39.3 39.3 -37.3 37.3 -75.0 70.0 -74.6 70.0 -60,5 60.5 -57.9 57.9 -38.7 383 -36.9 36.9 -75.0 70.0 -73.7 70.0 -59.2 59.2 -56.5 56.5 -37.7 37.7 -36.2 36.2 -75.0 70.0 -72.4 70.0 -57.6 57.6 -54.7 54.7 -37,6 37.6 -36.1 36.1 -75.0 70.0 -72.3 70.0 -57.4 57.4 -54.6 54.6 -36.7 36.7 -35.5 35.5 -73.3 70.0 -71.0 70.0 -55.9 55.9 -53.0 53.0 Sceen NTS TEST REPOR .000" MAX. FIXED WIDTH AND ND 60.000" MAX. FIXED WIDTH Sheet 7 of 11 -35.7 35.7 -71.4 70.0 -55.7 55.7 -35.5 35.5 -71.0 70.0 - 55.2 55.2 -35.0 35.0 -70.1 70.0 -53.8 53.8 -34.3 34.3 -68.6 68.6 -51.9 51.9 -34.3 34.3 -68.5 68.5 -51.7 51.7 -33.7 33,7 -67.4, 67.4 -50.0 50.0 T: FTL -3580, -90.0 70.0 PRESSURES- UNEQUAL CONFIG, XO, OX & XOX Nle: ALUMINUM CASEMENT WINDOW, IMPACT Oreutrq No. 7045 -8 Row A A. r pm, cd SS complying with the Florid Be'dinggCode Date 5 2Z 03 NOAN ' Mlaml de Product Control Dir By y2 Lucas A. Turner, P.E. PE #58201 ;Mochanical NEG POS -58.1 58.1 -75.0 70.0 -90.0 70.0 - 44.1 44.1 -75.0 70.0 -90.0 70.0 NEG POS NEG POS -56.1 50.1 -53.3 53.3 -50.5 50,5 -75.3 70.(i -73,0 70. -75.0 70.0 -90.0 73.0 -90.0 70.0 -90.0 70.0 -41.6 41.6 -39.2 39,2 - 36.9 36.9 -75.0 70.0 -75.0 70.0 -73.8 70.0 -90.0 70.0 -89.4 70.0 -85.2 70.0 -46.2 -75.0 -81.9 -42.0 -75.0 -69.7 -40.7 -75.0 70.0 -64.8 64.8 46,2 -43.6 43.6 70.0 -75.0 70.0 70.0 -77.2 70.0 42.0 -40.1 70.0 -75.0 69.7 -66.3 40.7 -38.6 40.1 70.0 66.3 38.6 NEC3 POS -41.1 41.1 -75.0 70,0 -73.1 70.0 - 38.0 -75.0 - 63.1 -36.6 38.0 70.0 63.1 36.6 -75.0 70.0 -73.2 70.0 -61.4 61.4 -58.8 58.8 X 0 X UNEQUAL LITES X 0 UNEQUAL LITES 0 X UNEQUAL LITES MAX. HEIGHT (SEE SHTS. 2 & 3) Rend By: F.K. Rend !;y: Rend By: Dray n By F.K, De(e: 3/17103 Defer Dee: Des: 12/17/02 VERTICAL SECTION OPERABLE UNIT Revision A Bev Wpm: Re VTs1one' Checked Pyr NO CHG THIS SHEET J MAX. VENT DAYLIGHT OPENING (SEE SHT. 2) MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 2 & 3) VERTICAL SECTION FIXED UNIT 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 EFERD CE "XO" & "XOX" FRAME SSEMBI Y DETAIL, SHEET 9 CO MAX. FIXED LITE - DAYLIGHT OPENING - (SEE SHT. 2) MAX. WIDTH (SEE SHT.2) HORC'.ONTAL SECTION - XOX MAX. VENT - DAYLIGHT OPENING (SEE SHT. 2) E Visibly 5 tter MAX. VENT -4- DAYLIGHT OPENING MAX. HOR MAX, WIDTH (SEE SHT. 2) 67 REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 9 HORIZONTAL SECTION - XX REFERENCE "XX" FRAME ASSEMBLY DETAIL, SHEET 9 (SEE SHT. 3) WIDTH (SEE SHT. 3) IZONTAL SECTION - X CeEV+pGorc SECTIONS ALUMINUM CASEMENT WINDOW, IMPACT SedeEtModet CA -740 sage: NTS Shoe 8 d 11 OrewNp No 7045 -8 Approved as comp In lib 1be Florida O.' dt Date alc NOA# Miami Dade Product Control Di% By Lucos A. Turner, P.E. PE #58201 Mechanical FRAME ASSEMBLY TUBE, MAT'L' 6063 -T6 "X:" FRAME JAMB — FRAME ASSEMBLY TUBE, MAT'L: 6063 —T6 — 1 "X" FRAME JAMB — FRAME HEAD OR SILL "XX" FRAME ASSEMBLY DETAIL #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN #8x1 QUAD PH SMS (2) PER CORNER #12x1 PH TEK SMS 13" MAX. O.C. WI (2) SCREWS 3" APART AT MID -SPAN "X" FRAME JAMB "0" FRAME JAMB "XO" & "XOX" FRAME ASSEMBLY DETAIL MAIN FRAME ASSEMBLY DETAIL NOTE: ALL ALUMINUM SHALL BE OF 6063 -T6 SASH FRAME SIDE RAR. #8x1 QUAD PH 3MS (2) PER CORNEZ SASH FRAME ASSEMBLY DETAIL Rend Sr F.K. Herod Byr Rued By: Draw" By: F.K. Date: 3/17/03 Oe(e: Dale: 12/17/02 Rav64ne: A RevMkme: Revylone Chocked By' REVISED FRAMEASS'Y DETAIL SCREW SPACING Dere: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 SISH FRAME TOP OF. BOTTOM RAIL FA Visibly i etter 1.159" 2.139" -- .434" 1 2.854" .062" NOM. ( SASH FRAME HEAD, SILL, JAMB MAT'L: 6063 —T6 DWG# 7003A 2.784" FRAME HEAD, SILL, JAMB MAT'L: 6063 —T6 DWG# 7002A 2.919" Ser et4.todek CA -740 2.784" FIXED FRAME HEAD, SILL, JAMB MAT'L: 6063 —T6 DWG# 7005A Oef�Gor EXTRUSIONS & ASSEMBLY DETAILS Tele ALUMINUM CASEMENT WINDOW, IMPACT Sarc NTS .438" Sheet 9 of 11 3,544" .062" NOM. Oa Nip Ne. 7045 -8 Rev: A Approved an complying %hh the Florida Buiding ode Date NOAH Miami Dade Product Control e> Lucas A. Turner, P.E. PE #58201 Methanical ITEM 4 5 7 8 9 IO 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 30 31 32 33 40 41 43 44 45 46 50 51 52 53 54 55 67 68 69 70 71 72 Re•d By: F.K. Raved By: Rend By: DWG# 7002A 1155 7008 7003A 1155 70'7 70 7024 7026 7014 1157 7013 7015 7028 7027 7030 7031 7032 7033 7022 7023 7036 7042 1224 1634 7006 7040 1635 331 7004A 7011 7012 7019 7018 Dale: 3/17/03 Dare: Oale: Revfabne: A Rav1 tins. Revlslone: Orn "a Hy: Pete: CAeched By. OAfe: F.K. 12/17/02 PGT. # 78IPQA #8 X 1 QUAD PH SMS 570' 7K PARTS LIST MAIN FRAME - HEAD, Sll,L & JAMBS FRAME CORNER KEY 1 /2 "X1 /2 "X1 /8" CLOSED -CELL FOAM TAPE SASH - TOP, BOTTOM & SIDE RAILS 78'PQA #8 X 1 QUAD PH SMS BULB WEATHERSTRIP .187X.240 SASH CORNER KEY MAXIM MULTI -POINT LOCK LOCK SUPPORT PLATE #10-24 X .562 PH. PN. TYPE F 78X78PPSMS 48 X .875 PH. PN. SMS TIE BAR GUIDE MULTI -LOCK KEEPER (R.H. & L.H.) TIE BAR ASSEMBLY MAXIM DYAD OPERATOR DESCRIPTION MAXIM DUAL ARM OPERATOR OPERATOR GASKET BACKING PLATE #8 -32 X .375 P11. PN. IYPE B STUD BRACKET (L.H. & R.H.) 7858ZA #8 X 5/8" FLT. PHI. SMS OPERATOR TRACK & SLIDER (DUAL ARM SNAP -ON HANDLE 12" HINGE (HEAVY DUTY) 710x12FP #10 X .500 PH. PIIL. 5/16" LAMINATED (1 /8A & 1/8115 GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB 5/16" LAMNATED (1 /8HS & 1 /B11S GLASS) 090 INNER LAYER - SOLUTIA OR DUPONT PVB 7/16" LAMINATED (3/16A & 3/1611S GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB 7/16" LAMINATED (3 /16HS & 3/1614S GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB GLAZING BEAD (5/16 ") GLAZING BEAD (7/16 ") 6TP247 VINYL BULB WSTP (THICK) SILICONE - DOW CORNING 899 OR 995 PARABOND 6163K SETTING BLOCK SCREEN FRAME SCREEN CORNER KEY SCREEN CLO 61635K SCREEN SPLINE - SERRATED 60976 CASEMENT SCREEN CLIP 78x12PSTW/I3 #8 X .500 SQ. PN. TEK SMS 67004 CASEMENT FRAME ASS' Y. 'TUBE 712XIPPT #12 X 1" PH. PHIL. 1'EK, LOCK SUPPORT PLATE LOCK SPACER 711573 SNAP -ON T- HANDLE KNOB 7FLDHD FOLDING HANDLE NO CHG THIS SHEET 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P,O. BOX 1529 NOKOMIS, FL 34274 ITEM 73 74 75 80 81 82 83 WG# 7025 7016 OOSA 1155 7010 7007 .706" )50" ( 4,) 5116" GLAZING BEAD MAIL: 6063 —T6 DWG# 7036 23" — 50 " .865" C 417/16" GLAZING BEAD MAIL: 6063 -T6 DWG# 7042 .040" .423" — �CAS MA 13 Ursrblye PARTS i ITT CO NT. PGT. # DESCRIPTION 70834A 781 PQA .865" t MAXIM SINGLE LOCK SNG'_E LOCK KEEPETt #8 X 75') QUAAD PN SUS FIXED WINDOW FRAME - HEAD, SILL & JAMBS *8X1 QUAD PNSMS F1X1 D ritAML CORNER KEY INSTALLHIION HOLE CC ''ER INSTALLATION HOLE COVER MAT'L: 6063 —T6 DWG# 7007 NT SCREEN FRAME 'L: 6063 —T6 WG# 7006 CA -740 5cere: NTS .125" — .062" 1.124" 1 11 .093" CASEMENT FRAME ASSEMBLY TUBE MAT'L: 6063 —T6 DWG# 7004A 2.701" Deev4iLm: PARTS LIST & EXTRUSIONS TUNE ALUMINUM CASEMENT WINDOW, IMPACT %eet 10 as 11 OnwNp Ne. 7045 -8 Rae A Approled an complying nth the Florida Bu Ing od Date 2 9 NOM Miami D de Product Control i By vV - 3/2(/03 Lucas A. Turner P.E. PE #58201 Mechanical APPROVED WOOD BUCK 1 1/2" OR MORE THICK � ST:_E NOTE 2) — 1/4" MAX. SHIM -1 r -- #12 CR #1.1 SCREWS 1, Raved By F.K. Fevad Ay: 1 41 l4 Dela: 3/17/03 Dote: els Revisions: A JII Revblons: Revisions: 07wn By: Dale: Checked 9y: C.(.: F.K. 12/17/02 1 1/2" ( , MIN. EMBEDMENT OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK 1/4" MAX. SHIM 3/16" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) APPROVED WOOD B LESS THAN 1 1/2" TH (SEE NOT 1/4" MAX. SHIM 3/16" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) I IR II OP TO C LE 3/16" 1 1 /4" MIN. EMBEDMENT OPERABLE UNIT FRAME TO CONCRETE B NOTES: 1. USE ONLY MIAMI -DADE COUNTY APPROVED ELCO OR ITW 2. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS 1 1/2 ENGINEERED BY OTHERS AND TO BE REVIEWED BY BUILD 3. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS LES ENGINEERED BY OTHERS. ADDEO #14 SCREW OPTION J CK ICK E 3) 7 1 1/4" MIN. EMBEDMENT ERABLE UNIT FRAME ONCRETE W/ WOOD BI;K SS THAN 1 1/2" THICK 1/4" MAX. SHIM —�! `--- #12 0E3114 SCREWS I I 1 /4 ", SHIM R 1/4" TAPCON (SEE IDTE 1 LOW AND SHEET 1, NITE 4) TAPCONS. ' OR MORE THICK TO E ING OFFICIAL. > THAN 1 1/2" THICK T'BE 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. 130X 1529 NOKOMIS, FL 34274 APPROVED WOOD BUCK 1 1/2" OR MORE T! (SEE NOTE 2) • visit Better ,.I)I 1 1/2" MIN. EMBEDMENT FIXED UNIT FRAME TO WOOD BUCK 11 O R MORE THIC AP WOOD BUCK LESS THAN 1 1/2" THICK (SEE NOTE 3) i /4" MAX. SHIM 3/16" OR i/4" TAPCON (SEE NOTE 1 BELOW ANC SHEET 1, NOTE 4) 1 1/4" MIN. EMBEDMENT FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2 "THICK matt 1 1/4" MIN. EMBEDMENT FIXED UNIT FRAME TO CONCRETE NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. D ANCHORAGE DETAILS TMIe: ALUMINUM CASEMENT WINDOW, IMPACT Sad.s ?Aodak CA -740 Snb: NTS Sheet 11 a' 11 Ors.rk,e No. 7045 -8 R.r A Approl ed as complyinI, whh the Florida Du din ode Date i5l7 0 NOAH Miami Dade Product Control Qnl By Lucas A. Turner, P.E. PE 458201 Mechanical SPAN MINIMUM PITCH TOP CHORD LATERAL BRACE SPACING(LBS) TOP CHORD DIAGONAL BRACE SPACING (des) [# trusses) SP/OF 20 SPF /HF 15 Up to 32' 4/12 8' Over 32' - 48' 4/12 6' 10 7 Over 48' - 60' 4/12 5' 6 4 Over 60' See a registered professional engineer Pi TOPCHORD MINIMUM. TOP CHORD DIAGONALBRACE,' PITCH LATERAL BRACE SPACING (DBS) SPAN DIFFERENCE SPACING(LBS) (# trusses) SP /DF SPF /HF Up to 28' 2.5 7' 17 12 Over 28' - 42' 3.0 6' 9 6 Over 42' - 60' 3.0 5' 5 3 Over 60' See a registered professional engineer Top chords that ars laterally braced can buckle together and cause collapse if there lino diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. 12 0 or greeter DF - Douglas Fir -Larch HF - Hem -Fir Continuous Top Chord Lateral Brace Required • SP - Southern Pine SPF - Spruce- Pine -Fir All lateral braces lapped at least 2 trusses. Frame 3 DF • Douglas Fir-Larch HF • Hem -Fir All lateral braces lapped at least 2 trusses. Continuous Top Chord Lateral Brace Required 10' or Greater Attachment Required SP - Southern ne SPF • Spruce - Pine -Fir 1 PITCHED TRUSS WARNING: Failure tofollow .these.recommendatlons could resultin severe personal Injury r da nage,to truss o es or, butldings 'ir #'" f r 12 // / / 5r Top chords that are laterally braced can buckle together and cause collapse it there is no diago- nal br acing. Diagonal bracing should be nailed to the underside of the lop chord when pug line at attached to the topside of the top chord I SCISSORS TRUSS Top chords that ars laterally braced can buckle together and cause collapse if there lino diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. 12 0 or greeter DF - Douglas Fir -Larch HF - Hem -Fir Continuous Top Chord Lateral Brace Required • SP - Southern Pine SPF - Spruce- Pine -Fir All lateral braces lapped at least 2 trusses. Frame 3 DF • Douglas Fir-Larch HF • Hem -Fir All lateral braces lapped at least 2 trusses. Continuous Top Chord Lateral Brace Required 10' or Greater Attachment Required SP - Southern ne SPF • Spruce - Pine -Fir 1 PITCHED TRUSS WARNING: Failure tofollow .these.recommendatlons could resultin severe personal Injury r da nage,to truss o es or, butldings 'ir #'" f r 12 // / / 5r Top chords that are laterally braced can buckle together and cause collapse it there is no diago- nal br acing. Diagonal bracing should be nailed to the underside of the lop chord when pug line at attached to the topside of the top chord I SCISSORS TRUSS SPAN MINIMUM PITCH BOTTOM CHORD LATERAL BRACE SPACING(LB& BOTTOM CHORD DIAGONAL BRACE SPACING (DBS) (# trusses] SP /OF SPFiHF 15 Up to 32' 4/12 15' 20 Over 32' - 48' 4/12 15' 10 7 Over 48' -60' 4/12 15' 6 4 Over 60' See a registered professional enalneer • 45 0 J WEB MEMBER PLANE i s 4 or greater Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. Permanent �r,r continuous lateral bracing as specifi z.d by the truss elig;neeiing. Frame 4 DF - Douglas Fir -Larch HF - Hem -Fir K'WARNING: Failure to follow these recommendations could result in1 severe, personal injury or4damage to trusses or buildings. SP • Southern Pine SPF • Spruce - Pine -Fir All lateral braces lapped at least 2 trusses. LOTTOM CHORD PLANE Cross bracing repeated at each end of the building and at 20' Intervals. SPAN L_ MINIMUM DEPTH TOP CHORD LATERAL BRACE SPACING(LB TOP CHORD DIAGONAL BRACE SPACING (CB t# trusses] S? /OF SPF/h4F Up to 32' 30" 8' 16 10 Over 32' - 48' 42" 6' 6 4 Over 48' • 50' 48" 5' 4 2 Over 60' See a registered professional engineer DF • Douglas Fir - Larch SP • Southern Pine HF • Hem - Fir SPF • Spruce- Pine -Fir The end diagonal brace for cantilevered trusses must Le placed on vertical webs In line with the support. 4x2 PARALLEL CHORD TRUSS:TOP CHORD Top chords that are latcra!ly braced can buckle together and cause collapse if there is no diago- nal bracing. Diagonal bracing ahould be nailed to the underside of the top chord when purling are attached 10 the topside of the lop chord. 1 End diagonals are eSS4i. t stability and must be dup d both ends of the 'Huss system. End diagonals are *tie 11181 o f stability Arlo oust uu 1� i both ends o; the truss sya:ern. Frame 5 2x4/2x6 PARALLEL CHORD TRUSS - top chord* that are laterally Lraci 1 can buckle together and cause collapnc it Oleic Is no diago- nal br acing. Diagonal bracing should be nailed to the underside of the top chord when purling are attached 10 the topside of the tc.p chor WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings Tr usse s o. \� at C p Chord I. ilersl Brace Required 10' or Greater Attachment Required -- rrr+s) roTru S�-'� — ,,,, / SP F /h;' 2 0 / i, - 2 .. 30' or "`•"" J greater Continuous Lateral Erace P quirad op Chord 10' or Greater! / I Attachment Required - -- • P'1 -� 3' /z" Trusses musthave lum- ber oriented in the hori- zontal direction to use this brace spacing. SPAN MINIMUM PITCH TOP CHORD LATERAL BRACE SPACING(LBS) TOP CHORD DIAGONAL BRACE SPACING (DBS) f# trusses] SP /DF SPF /HF Up to 24' 3/12 8' 17 12 Over 24' • 42' 3/12 7' 10 6 Over 42' • 54' 3/12 6' 6 4 Over 54' See a registered professional engineer D(in) 0/50 0(ft) 12" 1/4" 1' 24" 1/2" 2' 36" 3/4" 3' 48" 1" 4' 60" 1-1/4" 5' 72" 1 -1/2" 6' 84" 1 -3/4" 7' 96" 2" 8' 108" 2" 9' I..(in) L/200 L(ft) 200" 1" 16.7' 250" 1-1/4" 20.8' 300" 1-1/2" 25.0' L(in) U200 L(N) 50" 1/4" 4.2' 100" 1/2" 8.3' 150" 3/4" 12.5' DF • Douglas Fir -Larch HF - Hem -Fir Top chords that are laterally braced can buckle togetherand cause collapse if lano diago- nal bracing. Diagonal bracing ahould be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. MONO TRUSS Diagonal brace also required on end verticals. SP - Southern Pine SPF - Spruce- Pine -Fir Truss Depth D(in) Maximum Misplacement A PLUMB ±1 -HI- ARNIN,G, Failure to follow these recommendations could result in' • severe personal injurysor damage to trusses or buiidings Lesser of D /50 or 2" Plumb Line OUT -OF -PLUMB INSTALLATION iULEHANCES. WARNING: Do not cut 'ru; ses. INSTALLATION TOLERANCES 1 ±v. i Frame 6 12 — 13 or AN a' r e/ 9N Length L(in) Continuous Top Chord Lateral Brace Requ;red 10' or Greater Attachment Roquired – 6 . All lateral braces lapped at least 2 trusses. BOW L(in) I Lesser of U200 or 2" Lan) OUT -OF -PLANE INSTALLATION TOLERANCES. Lesser of L/200 or 2" 1 DANGER: Under no circumstances should construction loads of any description be placed on unbraced trusses. ...■•••■■• -pampa - • •444.4.4.444P-1- - :44!"...2.:31.4.4.44, 475 5.4.1i544 "461744. 443.•,-,_-47.3-4,:14. 4' d ■•• "` "" ".• " - 4 4 " . 5 " 4• • 4,1,4,54 W 4 1 • - Z;s4,4• .t,• P •••.: „„e 4 4 - ‘ - ` • .4""' • r 449 /i-poeci- R00 F rfR (j S s LLAYQL •-4,44,44.4.44-4.,444 • 12.. 110(95V 4 "4444 4.4. -44-44 44444-Pri. toWIT 0. 67of .7.4.444.44 ••••- /A 444 -444.44 4■4.4 —■■•••■ ■■••■■..../I • rz. tott' . 60t rz. /0%/t cJ. 5 - 144.4.4 4 44-44 444 - TYPtcr)L iefiAtz .6v& offh!,*;#6 JOHN A. ILTER, P.E. REGISTERED STRUCTURAL ENGINEER STATE OF FLORIDA #36205 3320 PADDOCK ROAD, WESTON, FL 33331 1 • •■ -. -1,44.4.,,--,e-.14.pap. 4-4.-444 4.-.4s .4.4.440 -•••• • 4 AptPas.-,..44,4441P-, •••• • -Pol, 4.--PPP 4 .1.,..I. p.43,-.1441- • a. P 4.a..-4 ' ',PP 4 P-PP •••• , ••■• 4 PP •P- 4, 4 -P PPP -P -- 44 --,* -...-- ' 44,- •-P ` ' 0 C .X4 44.44:2:41,4,4r, 4,t 4t.t. -3. ) !I) C) c\I t Ij I ' ' • -; ; -, • - ' .7 L f Cr j_t 1 ,,.• , • _. •. .2) A AC ADD ADJ AE ALUM. ASPH. BC BCR BLDG BLK. BM BNDY. BRG BSL BW C C &G CB CBS CD CHAT. CJB CLF CM CME CMP CNF CONC. COR. COV. D DB DCR DE. DOT E/F EP EW ELEC. ELEV. ENCL. EM ESMT F/C F/L FF FH FIP FIR FN FND FN &D FN &T FP &L GAR GW HW ID INV L LB LC LD LFF LME LP LS ARC LENGTH AIR CONDITIONER ADDITION ADJACENT OR ADJOINING ANCHOR EASEMENT ALUMINUM ASPHALT BUILDING CORNER BROWARD COUNTY RECORDS BUILDING BLOCK BENCHMARK BOUNDARY BEARING BUILDING SET -BACK LINE BACK OF WALK CALCULATED CURB & GUTTER CATCH BASIN CONCRETE BLOCK STUCCO CHORD DIRECTION CHATTAHOOCHEE CABLE JUNCTION BOX CHAIN LINK FENCE CONCRETE MONUMENT CANAL MAINTENANCE EASEMENT CORRUGATED METAL PIPE CORNER NOT FOUND CONCRETE CORNER COVERED DEED DEED BOOK DADE COUNTY RECORDS DRAINAGE EASEMENT DEPARTMENT OF TRANSPORTATION END OF FENCE EDGE OF PAVEMENT EDGE OF WATER ELECTRIC ELEVATION ENCLOSURE ELECTRIC METER EASEMENT FENCE CORNER FENCE LINE FINISHED FLOOR FIRE HYDRANT FOUND IRON PIPE FOUND IRON ROD FOUND NAIL FOUND FOUND NAIL & DISC FOUND NAIL & TAB FLORIDA POWER & LIGHT GARAGE GUY WIRE HEAD WALL IDENTIFY, IDENTITY INVERT LENGTH LICENSED BUSINESS CHORD DISTANCE LEGAL DESCRIPTION LOWEST FINISHED FLOOR LAKE MAINTENANCE EASEMENT LIGHT POLE LAND SURVEYOR LEGEND OF SURVEY ABBREVIATIONS M MAINT MH NO. NR N.T.S. OHE OH OP ORB OS OW P PAR PB PBCR PC PCC PCP PG PI PK POB POC PP PRM PRC PT PVMT PW R RAD REC RCP RES RET RNG RW SAN SBT SCN SE SEC SEW SN &D SP SP &C SR SRC SSMH STA STM STY SUBD T TB TBM TRANS TWP TY P UE UGD WC WD WM WV MEASURED MAINTENANCE MANHOLE NUMBER NON - RADIAL NOT TO SCALE OVERHANG EASEMENT OVERHANG OPEN PORCH OFFICIAL RECORDS BOOK OFFSET OVERHEAD WIRES PLAT PARCEL PLAT BOOK PALM BEACH COUNTY RECORDS POINT OF CURVATURE POINT OF COMPOUND CURVATURE PERMANENT CONTROL POINT PAGE POINT OF INTERSECTION PARKER KALON POINT OF BEGINNING POINT OF COMMENCEMENT POWER POLE PERMANENT REFERENCE MONUMENT POINT OF REVERSE CURVE POINT OF TANGENCY PAVEMENT POWER WALL RADIUS OR RECORD RADIAL RECORD REINFORCED CONCRETE PIPE RESIDENCE RETENTION / RETAINING RANGE RIGHT - OF - WAY SANITARY SOUTHERN BELL TELEPHONE SCREEN SOUTHEAST SECTION SEWER SET NAIL & DISC LB #5495 SCREEN PORCH SET 1/2" PIN & CAP LB #5495 STATE ROAD SET REFERENCE CORNER SANITARY SEWER MANHOLE STATION STORM STORY SUBDIVISION TANGENT TOP OF BANK TEMPORARY BENCH MARK TRANSFORMER TOWNSHIP TYPICAL UTILITY EASEMENT UNDERGROUND WALL CORNER WOOD WATER METER WATER VALVE Alecvnb,c,c(A,1 SURVEYING, INC. BY LB NO. 5495 CURVE TABLE NUMBER CURVE 1 DELTA 90'07'44" CHORD DIRECTION N.44'55'24 "E. RADIUS 25.00 ARC 39.33 LC 35.40 LEGAL DESCRIPTION LOTS 11 AND 12, BLOCK 38, AN AMENDED PLAT OF MIAMI SHORES SECTION NO. 1", ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10, PAGE 70, OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. CERTIFIED TO: JORGE PENA AND JENNIFER PENA KUBICKI DRAPER FIRST AMERICAN TITLE INSURANCE COMPANY WELLS FARGO HOME MORTGAGE, INC., ITS SUCCESSORS AND /OR ASSIGNS PROPERTY ADDRESS 306 NE 102ND STREET MIAMI, FL 33138 BOUNDARY SURVEY INVOICE 122358 KUBICKI DRAPER 1410 -0821 SURVEY DATE 09/25 03 ADDED ELEVATIONS 02/20/04 ADDED FLOOD VENTS 06/08/05 FLOOD ZONE X MAP DATE 03/02/94 MAP NUMBER 120652 0093J WBS NOTES 1. BASIS OF BEARINGS AS INDICATED ON SKETCH. 2. LEGAL DESCRIPTION PROVIDED BY CLIENT. 3. THE LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE FOR EASEMENTS, RIGHT-OF- WAYS, OWNERSHIP OR OTHER INSTRUMENTS OF RECORD. 4. UNDERGROUND OR INTERIOR PORTIONS OF FOOTINGS, FOUNDATIONS, WALLS OR OTHER NON - VISIBLE IMPROVEMENTS WERE NOT LODATED. 5. ELEVATIONS ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM OF 1929 UNLESS OTHERWISE SHOWN. 6. FENCE TIES ARE TO THE CENTER -LINE OF FENCE. WALL TIES ARE TO THE FACE OF WALL 7. IN SOME INSTANCES GRAPHIC REPRESENTATIONS HAVE BEEN EXAGGERATED TO MORE CLEARLY ILLUSTRATE THE RELATIONSHIP BETWEEN PHYSICAL IMPROVEMENTS AND /OR LOT LINES, IN ALL CASES DIMENSIONS SHALL CONTROL THE LOCATION OF THE IMPROVEMENTS OVER SCALED POSITIONS. 8. THE DIMENSIONS ANO DIRECTIONS SHOWN HEREON ARE IN SUBSTANTIAL AGREEMENT WITH RECORD VALUES UNLESS OTHERWISE NOTED. 9. PARTY WALLS ARE CENTERED ON PROPERTY LINE ANO ARE 0.7' WOE UNLESS OTHERWISE NOTED. 10. EXISTING CORNERS FOUND OFF WITNESS PROPERTY CORNERS 11. OBSTRUCTED CORNERS ARE WITNESSED BY IMPROVEMENTS. 12. SEPTIC TANK AND DRAINFIELD LOCATION PROVIDED BY JENNIFER PENA ON FEBRUARY 27, 2004 ABBREVIATIONS (SEE BACK OF THIS PAGE) I HEREBY CERTIFY THAT THE SURVEY REPRESENTED HEREON MEETS THE MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYS AS SET FORTH IN CHAPTER 61G17 -6 OF THE FLORIDA ADMINISTRATIVE CODE FOR THE BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS PURSUANT TO SECTION 472.027 OF THE FLORIDA STATUTES. NOT VALID WITHOUT. THE SIGNATURE AND AND MAPPER. % DATE 9/29/03 PJS CLYDE MCNEAL PROFESSIONAL LAND SURVEYOR FLORIDA CERTIFICATION NO. 2883 lit LrJ U Z I- ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR 9 a 0 0 996 - W W J a 20 - • co co co O O Z . ,3 'PC 9. 3.2' WALK WALK 47.2'N +-- 14.94' FOUND DRILL. HOLE 0.01'E 0.08'S - 26.26' - 14.95' WALK 0.4'N 0.0'W 3' WALK - I- �o VENT 4 "X12" 11.3' 5.7' VENT 4"X12" 1.8' ARC 13.6' VENT 4 • X12 "� 22.0' FOUND DRILL HOLE 0.05'E 0.07'S 13.4 VENT 4"X12 "'\ w 2 S N.89'59' 16' E. 74.94' ..: •5' WA;K 0 5.0 OP v' 9• • N 0 ONE STORY RESIDENCE FF =1 1.7' LOT 1 BLOCK 38 27.4' • •14.9;•:•1 • 12.0' - -ox x 2 1 iv co 0' 0 VENT / 18.3' 18.3 9.4 n1 AC 4' LOT 11 BLOCK 38 SEPTIC TANK* 2 o- ; . 0 . OPEN N PATIO' • 1 • I ` • .:• DRAINFIELO 36.65' 3 x - x F/C ▪ 3.1'N 35'7' 35.59' 36.76' F/C J 0.2'W 26.0'5 FIP 1 /2 " NO IO 0.09'W 0.02'5 9 30.0 w N 0 BW 0.1'E FIP /2' NO ID 0.0 'N 0.05'W 0 WALK 9.2'W 20 �_BEARINC BASIS (ASSUMED) Scale 1 '' ASPH 2.6'S 40 8.5 ASPHALT PAVEMENT 15' ALLEY RIGHT OF WAY OM MI MN IN MI = 20 N.E. 102nd STREET 75' RIGHT OF WAY 20' ASPHALT PAVEMENT 60 22' SWALE S.89'59' 16 "W. 100.00' • - - CENTERLINE - WOOD FENCE - X X METAL FENCE • %CONC.' CHAT. W000 / . /%/ ( BRICK, - ,PAVERS- Io 0 O O 6125 STIRLING RD. DAVIE, FLORIDA 33314 FOUND DRILL HOLE 0.07'S 0.03'W BW 0.3'S - x - W oo LOT 10 BLOCK 38 00 O O O F/C I� 1 1.2' 0'N E - W 9 ' x - ASPH 2.6'S CONCRETE BLOCK WALL - OVERHEAD WIRES • • • • • • CONCRETE FENCE GUY ANCHOR S.5t� DENOTES ELEVATION BROWARD (954)587 -2100 PALM BEACH (561)488 -962 FAX (954)587 -5418 © 2003 ATLANTIC COAST SURVEYING INC. BENCHMARK DESCRIPTION: PAINTMARK IN CENTERLINE OF ROAD AT 350 N.E. 102N0 STREET. ELEVATION = 9.54' 1 ) MONITORING WELL CABLE JUNCTION BOX POWER /LIGHT POLE WATER METER FP6cL /SBT PAD 8 NOTES 1. BASIS OF BEARINGS AS INDICATED ON SKETCH. 2. LEGAL DESCRIPTION PROMO BY CLIENT. BY WELLS M LNG INC. LB- NO. 5495 CURVE TABLE NUMBER CURVE 1 DELTA 90'07'44" CHORD DIRECTION N.44'55'24 "E. RADIUS 25.00 ARC 39.33 LC 35.40 LEGAL DESCRIPTION LOTS 11 AND 12, BLOCK 38, "AN AMENDED PLAT OF MIAMI SHORES SECTION NO. 1", ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10, PAGE 70, OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. CERTIFIED TO: JORGE PENA AND JENNIFER PENA KUBICKI DRAPER FIRST AMERICAN TITLE INSURANCE COMPANY FARGO HOME MORTGAGE, INC., ITS SUCCESSORS AND /OR ASSIGNS PROPERTY ADDRESS 306 NE 102ND STREET MIAMI, FL 33138 BOUNDARY SURVEY INVOICE 122358 KUBICKI DRAPER 1410 -0821 SURVEY DATE 09/25 03 ADDED ELEVATIONS 02/20/04 ADDED FLOOD VENTS 06/08/05 FLOOD ZONE X MAP DATE 03/02/94 MAP NUMBER 120652 0093J WBS 3. THE LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE FOR EASEMENTS, RIGHT -OF -WAYS, OWNERSHIP OR OTHER INSTRUMENTS OF RECORD. 4. UNDERGROUND OR INTERIOR PORTIONS OF FOOTINGS, FOUNDATIONS, WALLS OR OTHER NON- VISIBLE IMPROVEMENTS WERE NOT LOCATED. 5. ELEVATIONS ARE BASED ON THE NATIONAL GEODETIC VERTICAL DA11/14 OF 1929 UNLESS OTHERWISE SHOWN. 6. FENCE TIES ARE TO THE CENTER -UNE OF FENCE. WALL TIES ARE TO THE FACE OF WALL. 7. IN SOME INSTANCES GRAPHIC REPRESENTATIONS HAVE BEEN EXAGGERATED TO MORE CLEARLY ILLUSTRATE THE RELATIONSHIP BETWEEN PHYSICAL IMPROVEMENTS ANO/OR LOT ONES. IN ALL CASES DIMENSIONS SHALL CONTROL THE LOCATION OF THE IMPROVEMENTS OVER SCALED POSITIONS. - 8. THE DIMENSIONS ANO DIRECTIONS SHOWN HEREON ARE IN SUBSTANTIAL AGREEMENT WITH RECORD VALUES UNLESS OTHERWISE NOTED. 9. PARTY WALLS ARE CENTERED ON PROPERTY UNE ANO ARE 0.7' WIDE UNLESS OTHERWISE NOTED. 10. EXISTING CORNERS FOUND OFF WITNESS PROPERTY CORNERS 11. OBSTRUCTED CORNERS ARE WITNESSED BY IMPROVEMENTS. 12. SEPTIC TANK ANO ORAINFIElO LOCATION PROVIDED BY JENNIFER PENA ON FEBRUARY 27, 2004 I HEREBY CERTIFY THAT THE SURVEY REPRESENTED THIS H HEREON MEETS THE MINIMUM TECHNICAL STANDARDS FOR LAM) SURVEYS AS SET FORTH IN CHAPTER 61G17 -6 OF THE FLORIDA ADMINISTRATIVE CODE FOR THE BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS PURSUANT TO SECTION 472.027 OF THE FLORIDA STATUTES. NOT VAUO WITHOUT- THE SIGNATURE AND AND MAPPER. DATE 9/29/03 PJS CLYDE MCNEAL PROFESSIONAL LAND SURVEYOR FLORIDA CERTIFICATION NO. 2883 ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR w z 9 V 0 Z W -J g 96 20 30.0 BW 0. 1 'E FIP /2" NO 10 0.0 'N 0.05'W 0 WALK 9.2'W 20 Scale 1 " ASPH 2,6'S ` �BEARINC BASIS (ASSUMED) FOUND DRILL HOLE 0.01'E 0.08'S 3' WALK 26.26' 4`x12" WALK 0.4'N 0.0 "W f- 14.95' -a. co 5.7 11.3' 22.0' 1 13.6' FOUND DRILL HOLE 0.05'E 0.07'S VENT _S 4 X12 "\ 13.4 1.8' 1.8 LOT 12 BLOCK 38 VENT /4"X12 18.3' LOT 11 BLOCK 38 SEPTIC TANK* FIP1 /2' • I - NO ID i�. • h • � . 0.09'W ' 12.0' 4.7' 0.02'S 36.65' / F C X 2 .3.' __._ X . 3.1'N 35'7. 91 DRAINFIEL0 35.59' 36.76' S.89'59 40 = 20 N.E. 102nd STREET 75' RIGHT OF WAY 20' ASPHALT PAVEMENT 60 22' SWALE 00.00 8.5' ASPHALT PAVEMENT 15' ALLEY RIGHT OF WAY - CENTERLINE - WOOD FENCE X X ME TAL FENCE '.CONC. `. r ' CHAT. W000, // ,,, ■ BRICK; PAVERS w 0 0 0 6'S 6125 STIRLING RD. DAVIE, FLOR,GA 333 ; 4 BW 0.3'S FOUND DRILL HOLE 0.07'S 0.03'W LOT 10 BLOCK 38 S' BROWARD (954)587 -2100 FALM BEACH (561)488 -9628 FAX (954)587 -5418 © 2003 ATLANTIC COAST SURVEYING INC. ' (C43 AUR 2 21]06 ii B Y: r� / / /' / / l CONCRETE BLOCK WALL OVERHEAD WIRES CONCRETE FENCE GUY ANCHOR I 5.50 DENOTES ELEVATION wto BENCHMARK DESCRIPTION: PAIN TMARK IN CENTERUNE OF ROAD AT 350 N.E. 102N0 STREET. ELEVATION = 9.54' _0- MONITORING WELL CABLE JUNCTION BOX POWER /LIGHT POLE WATER METER FP&L /SBT PAD " -- " r irkirtZgraMalir":"Rini 2 90.tt .z # :sr�CEITIFlED:�O• JOR.GE PENH AND- JENNIFER PENA RST, ;_ .AMERICAN INSURANCE COMPANY ) ME''M O ORTGAGE, INC it ITS SUCCESSORS AND /OR ASSIGNS t ,x PRO PERTY ADDRESS r 306 NEI 102ND,STREET d t � fri 33138 X358 l�BJCki DRAPER 1410-082 t UA_TE 25 .03y `' DDED ELE q�7 O 02 /2 %4 GE e0 7 -° YfYt DCAL. DATUM OF 1929 UNLESS OTHERWI SHOWN. E1*OF ( E" WALLc TIES ARE TO THE FAX OF WALL I 1?O[!S }SAVE E EEN ,EXAGGERATED TO MORE CLEARLY ILLUSTRATE PI " P O ELIEN�S; AN0 /013. LOT LINES. IN ALL CASES DIMENSIONS SHALL ' j}¢ JAfP1?OVEML7 TS (ma- SCALED POSITIONS. SUBSTANTIAL AGREEMENT WITH RECORD VALUES `CKEREB" s,,s • L LN E A NO ARE 0.7' WIDE UNLESS OTHERWISE NOTED. a a W(T 001tERS :• lE SY IMP�OEIAfNiS ; a '0 ,pl J PENA ON FEBRUARY 27. 2004 *I 1(SEE OF ,THIS PAGE) LREPRESDITEO, .HEREON MEETS THE MINIMUM TECHNICAL ORIHI IN.CHAPTER" 61 - OF THE FLORIDA ADMINISTRATIVE T'- SU ORS Q' MAPPERS PURSUANT TO SECTION 472.027 RAISED. SEAL OF A FLORIDA LICENSED SURVEYOR AM ENDED : PLAT OF MIAMI SHORES PLAT THEREOF AS RECORDED ` IN RUBUCC RECORDS OF MIAMI —DADE ' 14.9'•: • 'a 26.0'S 40 20 N.E. 102nd STREET 75' RIGHT OF WAY 20' ASP HALT PAVEMENT 60 22' SWALE — —" CENTERLINE —'— "—• W000 FENCE -X X— METAL FENCE 1 0 O tri l�1 o0 03 �o 0 vi 1 0'E V1.2'N S. "W. 100.00' 8.5' ASPHALT PAVEMENT ASPH 15' ALLEY RIGHT OF WAY 2.6 6125 STIRLING RD. BROWARD (954)587_2100 DAVIE, FLORIDA 33314 PALM BEACH (561)488 -9628 FAX (954)587 -5418 © 2003 ATLANTIC COAST SURVEYING INC. BW 9.3'S FOUND DRILL HOLE 0.07'S O.03'W LOT 10 BLOCK 38 Zoning An CONCRETE BLOCK WALL — '— ' —' —'— OVERHEAD WIRES CONCRETE FENCE GUY ANCHOR DENOTES ELEVATION HMARK DESCRIPTION: NTERUNE OF ROAD AT 350 N.E. Eh ELEVATION = 9.54' I ®I MONITORING WELL CABLE JUNCTION BOX POWER /LIGHT POLE WATER METER FP&L/SBT PAD s f fti 7 (i/ 4:PLY 6 ILr - °'J .T a 4 ItKO 44 - Ava 9 gopoWi7 04 '2 e ' 4 -tc. (44 ,1 t 4,40 �+ Y. e fdrb- -AI . eu e d 4444j44 $4,43 / . .ts4_'i/54 , ' 0.14+ °4c' -r• - .1\4 V.Q+GN css Ct �h V `'Q i+ 4ax' #i1 L 44 P ' i � 4 1 ( }1) •' �, s � �i. : t r f.., 4/2450A 5 cAp /iReJf irr6 Ct4 6 , ' dux E # Q rr $st Tetf�se q tarnf. kroiida .39i�s '' , f �fL�S� f F2. 4'If r t >1 Et 0,` /%1 2/ //, -14 4 e. 6e.et it ea de. if0141-161.1 ik$ kr : fit 5:: kj 1- te. d.4..crtt W.r.ier w - 4+ - 4 ottc. t‘;:t. d..G '19 e„....1.4. 40).44v00 ': 0 . 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