The URL can be used to link to this page

Home My WebLink AboutBUILDING PLANA R C H IT E C T S �9 P I3 A 0 13 LAN 4 FORM STANDARD PACIFIC I 10M S MakingI?ig*,hYo u t A t Home 825 C;C>RAL RIdCaE CAR. C`.C>RAL SPRINGS, FL 33701 Ta ; (954) 575-7300 • STATE OF FLORIDA SQ.FT. CALL. S CERTIFIED BUILDING CONTRACTOR: LIVING I5T FLOOR 25(05 Sa. FT. INDEX OF DRAWINGS LIVING 2ND FLOOR 2716 SQ. FT. SHEET # DESCRIPTION STANDARD PACIFIC HOMES TOTAL LIVING 5254 SQ. FT. PG Cl—COVER PAGE 825 CORAL RIDGE DR. COVERED LAh'.AI 41'1 50. FT. PG GN—GENERAL NOTES CORAL SPRINGS FL, 33701 PG Al —FIRST FLOOR PAN COVERED ENTRY 116 50FT PG A2—SECOND FLOOR PAN TEL: (954) 575-7300 PG A2.1—SCHEDULES FIRST FLOOR PAN 3 GAR GARAGE SQ. 1-T PG A2.2—SCHEDULES SECOND FLOOR PAN PG A3B—ELEVATION "B" FRONT & REAR COVERED 5ALCON7' 13-1 50. FT. PG A4B—ELEVATION "B" LEFT & RIGHT PG A5B—DETAILS ELEV "B" COVERED BALCONY a 2 250 5a. FT, PG RPB—ROOF PAN ELEVATION "B" PG D1—DOOR & WINDOW DETAILS PG D2—MISC. DETAILS PG D3—MONOLITHIC 1—STORY WALL SECTIONS THIS STRUCTURE HAS BEEN DESIGNED • STATE OF FLORIDA TOTAL 6W3 SO. FT. PG D4-MONOLITHIC 2-STORY WALL SECTIONS AND REVIEWED FOR COMPLIANCE OF PROFESSIONAL ARCHITECT: �.. PG D5-STAIR SECTION & DETAILS FBC 1606.1.4 FOR ONE OF THE FOLLOWING:'"; PG EI-ELECTRICAL FIRST FLOOR PAN PG E2-ELECTRICAL SECOND FLOOR PLAN INTERNAL WIND PRESSURE MICHAEL HURTAK PG Pl—PLUMBING PG P2—PLUMBING SECOND FIRSTFLOORFLOOR PAN WINDBORNE DEBRIS PROTECTION? AR No. 0008374 PG Ml—MECHANICAL FIRST AND SECOND FLOOR PAN IMPACT RESISTANCE GLAZING PG Sl-FOUNDATION PAN AND NOTES ELEV. "B" pnt PG S2-DETAILS ELEV. "B" A.B. DESIGN GROUP, INC, PG S3-1ST LIFT BEAM PLAN AND NOTES ELEV. "B" PG S4-DETAILS ELEV. "B" 1441 NORTH RONALD REAGAN BLVD. PG S5-DETAILS ELEV. "B" LONGWOOD, FLORIDA 32750 PG S6-2ND FLOOR FRAMING PLAN AND NOTES ELEV. "B" PG S7-2ND FLOOR PAN ELEV. "B" 1* �b'�/Q Tel: (407) 774-6078 PG S8-2ND LIFT BEAM PAN AND NOTES ELEV. "B" r//- l'7 PG S9—UPPER ROOF FRAMING PAN AND NOTES ELEV. B Fax: 407) 774-4078 ST. LUCIE COUNTY l PG S11—CALCULATIONS EELEVD DETAILS ELEV. "B" BUILDING DIVISION PG S12-CALCULATIONS ELEV. „B„ FOR REVIEWED CB A PG S13-CALCUTIONS ELEV. B REVIEWED BY CO DESIGN CRITERIA: _ DATE PLANS AND PERMIT • FLORIDA BUILDING CODE (FBC) 2010 RESIDENTIAL MUST BE KEPT ON JOB OR • 2010 FLORIDA FIRE PREVENTION CODE NO INSPECTION WILL BE MADE .j • NATIONAL ELECTRICAL CODE (NEC) - 2008 EDITION *ALL LOCAL AND STATE CODES SCANNED • OCCUPANCY - RESIDENTIAL, GROUP R3 BY •CONSTRUCTION TYPE - VB ST LUCIE COUNTY •MIN. INTERIOR FINISH - CLASS B •BASIC WIND SPEED(VuLT)- 170 MPH EXPOSURE C • 1- STORY RESIDENCE - THESE PLANS AND Al PROPOSED WORK 92-STORY RESIDENCE - MAX. HEIGHT AS PER ARE SU&JECT TO AW CORK01ONS ARE REOUIREDBYHELD INSPECTORS THAT LOCAL AND STATE CODES *SEE STRUCTURAL DRAWINGS FOR MORE INFO DATE DESCRIPTION MAY BENECES3ARYiIIORDERTO COMPLY WITH ALL APPLlCABLECODES, SPECIFIC PARAMETERS FROM FBC 2010 CH. 3 06125/14 Q BUILDING DEPARTMENT COMMENTS USED FOR DESIGN INCLUDE: • CONCRETE MASONRY RESIDENTIAL •CONSTRUCTION WOOD FRAME CONSTRUCTION • AMERICAN SOCIETY OF CIVIL ENGINEERS 7-10 CONCEALED FASTENERS OR MACHMENTIS ARE Till';RESPOrdSIRILITV OF THE CONTRACTOR OF RECORD I Design Group,n�. 41 N. HUNALU HtAGAN BLVU. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SPECIALTY ENGINEERING CONSULTANTS INC. 1599 SW 30TH AVE., SUITE #20 BOYNTON BEACH, FL 33426 PH: 561-752-5440 FAX: 561-752-5542 sUBDI` . & LOT: RIVERBEND LOT 25 PROJECT# 03303.025 MODEL BARRINGTON 6513 "PLAN 4" GARAGE SWING: RIGHT PAGE: COVE] PAGE ARCHITECT STATE OF FLORIDA UN_, MICHAEL HURTAK AR No. 0008374 DATE: 05 /23/14 SCALE: SHEET GENERAL NOTES 1 ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE 2010 RESIDENTIAL EDITION OF THE FLORIDA BUILDING CODE AND IN CONJUNCTION WITH ASCE 7-10. 2. DESIGN LOADS FOR DESIGN LOADS REFER TO STRUCTURAL DRAWINGS. 3. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 2010 EDITION. 4. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 5 THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. GENERAL NOTES: 1. GARAGE NOTES: • PROVIDE PERMANENT SIGN ( WITH LETTERS NOT LESS THAN 1/2", READING: "DANGER DO NOT OPERATE ENGINES W/ DOOR CLOSED CARBON, MONOXIDE EMISSION IS LETHAL." POSTED ON INSIDE OF GARAGE DOOR • PROVIDE SCREENED OPENINGS THROUGH GARAGE DOOR W/ THE CLEAR EFFECTIVE AREA NOT LESS THAN 60 SQ. IN. PER MOTOR VEHICLE (LOCATED WITHIN 7 IN. OF THE HIGHEST PART OF THE FLOOR). COMPLY W/ SECTION 1506.1 OF F.B.C. • GARAGES BENEATH HABITABLE ROOMS TO HAVE ONE LAYER OF 5/8" TYPE "X" GYP BOARD • GARAGE WALLS TO HAVE R-11 INSULATION PER ENERGY CODE FORM • GARAGE CEILING TO HAVE R-19 INSULATION PER ENERGY CODE FORM 2. EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN CAN OPEN THE DOOR FROM INSIDE THE CLOSET 3. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR REINSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER OR ELECTRICAL PANEL. 6. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 4. BATH-TUB/SHOWER GLASS ENCLOSURES IF USED OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. TO BE TEMPERED GLASS. 7. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR 5. SHOWER HEADS SHALL HAVE ANTI -SCALD DEVICES SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 6. ALL BATHROOM DOOR LOCKS SHALL BE DESIGNED TO PERMIT THE OPENING OF THE DOOR FROM THE 8 DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. OUTSIDE IN CASE OF EMERGENCY 9. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 7. MOISTURE RESISTANT GYPSUM BOARD SHALL NOT BE USED IN TUBS AND SHOWERS AS PER 10. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. MANUFACTURER'S RECOMMENDATION. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR 170 MPH MIN. WIND LOAD. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 8. BATHTUB & SHOWER FLOORS & WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS AND IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NONABSORBENT SURFACE. 9. SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT OF NOT LESS THAN SIX FEET ABOVE THE FLOOR, 2. AS PER FBC 2010 SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING - PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH 10. BATHROOM FINISHED FLOOR SHALL BE OF IMPERVIOUS SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 MATERIAL AS TILES, 3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 11. IN HVHZ AREAS PROVIDE HURRICANE SHUTTERS AS PER 3. AS PER FBC 2010, SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING F.B.C. SECTION 2413 UNLESS THE EXTERIOR WALL THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL V MIN COMPONENTS OF THE ENCLOSED BUILDING HAS SPECIFIC RIGID NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO PRODUCT APPROVAL TO PRESERVE THE ENCLOSED BUILDING THE GARAGE. ENVELOPE AGAINST IMPACT LOADS AS SET FORTH IN CHAPTER 16. 4. AS PER FBC 2010 SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL C FIRE STOPPING SHALL E INSTALLED WOOD BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. CONSTRUCTION AS SPECIFIED IN FBCR SECTIONS WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE 4409.7.2.1 THROUGH R4409.72.6. PROTECTED BY NOT LESS THAN Y-INCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 10 Ur r-NINGS BETWEEN THE GARAGE & RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOOR NOT LESS THAN 1 3/8" (35mm) IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/8"(35mm) THICK, OR 20-MINUTE FIRE -RATED DOORS 16. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE & ITS ATTIC AREA BY NOT LESS THAN 1/2"(12.7mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN 5/8"(15.9mm) TYPE X GYPSUM BOARD OR EQUIVALENT 17, UNDER STAIR PROTECTION: ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 112 INCH GYPSUM BOARDS.FBCR 311.2.2 18. EXTERIOR WINDOWS SHALL BE PROVIDED W/ DEVICES ON THE INSIDE CAPABLE OF WITHSTANDING A FORCE OF 150 POUNDS APPLIED IN AN OPERABLE DIRECTION. 19. AN OUTSIDE WINDOW OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS AND PROVIDING A CLEAR OPENING OF NOT LESS THAN 20" IN WIDTH 24" IN HEIGHT AND 5.7 SQ. FT. IN AREA. THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" OFF THE FLOOR. ALL WINDOWS SHALL BE PROTECTED W/ DADE COUNTY APPROVED STORM SHUTTERS. 20. ALL INSULATION MATERIALS TO HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND A SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450 PER SECTION R302.10 EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, 8" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN THREE COATS, 5/8" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 3. MASONRY VENEER SHALL COMPLY WITH SECTION R703.7.3 OF THE 2010 RESIDENTIAL EDITION OF THE FLORIDA BUILDING CODE IF APPLICABLE. 4. CLEARANCE BETWEEN EXTERIOR WALL COVERINGS AND FINAL EARTH GRADE ON THE EXTERIOR OF A BUILDING SHALL NOT BE LESS THAN 6" PER SECTION R704 OF THE 2010 FBC, INSPECTION FOR TERMITES. ABBREVIATIONS ABV. ABOVE A/C AIRCONDITIONING ADJ. ADJUSTABLE ALT. ALTERNATE AMP. AMPERAGE BD. BOARD CL CENTERLINE CAB. CABINET CLG. CEILING CLR. CLEAR CONC. CONCRETE CPT. CARPET C.T. CERAMIC TILE D. DRYER DBL. DOUBLE D.G. DUAL GLAZED DLA. DIAMETER DIM. DIMENSION DISP. DISPOSAL DP. DEEP DR. DOOR D.S. DOWNSPOUT DTL. DETAIL D.W. DISHWASHER EA. EACH ELEV. ELEVATION EQ. EQUAL EXH. EXHAUST EXT. EXTERIOR F.G./FX . FIXED GLASS F.G. FUEL GAS FIN. FINISH FLR. FLOOR FLUOR. FLUORESCENT FR. DR. FRENCH DOOR FIG. FOOTING GA. GAUGE GAR. DISP. GARBAGE DISPOSAL G.F.I. GROUND -FAULT CIRCUIT INTERRUPTER GL. GLASS GYP. BD. GYPSUM BOARD H.B. HOSE BIB H.C. HOLLOW CORE HDR. HEADER HGT. OR HT HEIGHT INSUL. INSULATION INT. INTERIOR BURGLARY INTRUSION NOTES LAV. LAVATORY LUM. LUMINOUS M.C. MEDICINE CABINET MFR. MANUFACTURER MIN. MINIMUM M.T. METAL THRESHOLD MTD. MOUNTED MTL. METAL N.T.S. NOT TO SCALE O.C. ON CENTER PL PROPERTY LINE P.B. PUSH BUTTON PH. PHONE PLT. PLATE PLYWD. PLYWOOD PR. PAIR P.T. PRESSURE TREATED R. RISER RAD. RADIUS R.A.G. RETURNAIRGRILL REF. REFRIGERATOR RM. ROOM R.O. ROUGH OPENING S.C. SOLID CORE EXT DR S.D. SMOKE DETECTOR S.H. SINGLE HUNG SHT. SHEET SHTHG. SHEATHING SHWR. SHOWER SIM. SIMILAR SL. SLIDING SL. GL, SLIDING GLASS STD. STANDARD SWS SHEAR WALL SECTION TEMP. TEMPERED GLASS THK. THICK T.O.C. TOP OF CURB T.O.P. TOP OF PLATE T.O.S. TOP OF SLAB TYP. TYPICAL U.N.O. UNLESS NOTED OTHERWISE V.P. VAPOR PROOF W. WASHER W/ WITH WD. WOOD WDW. WINDOW W/H WATERHEATER W.I. WROUGHT IRON DOOR / DOOR LOCKS 1. ALL LOCKS ON EXTERIOR DOORS SHALL BE CAPABLE OF RESISTING A FORCE OF 300 LBS IN ANY MOVABLE DIRECTION 2. LOCKS ON EXTERIOR DOORS SHALL BE A MINIMUM OF 6000 POSSIBLE KEY CHANGES OR LOCKING COMBINATIONS. IF THE KEY -IN -THE -KNOB 15 USED, THERE SHALL BE AUXILLIARY SINGLE DEAD BOLT WITH HARDENED BOLTS OR INSERTS. I 3. EXTERIOR EXIT DOOR IF OPERABLE FROM EXTERIOR SHALL HAVE AT LEAST ONE LOCK THAT IS KEY -OPERATED FROM THE EXTERIOR. 4. THE ACTIVE LEAF OF PAIRS OF EXTERIOR SWING DOORS SHALL HAVE SAME LOCK AS REQUIRED FOR SINGLE EXTERIOR SWING BOORS. THE INACTIVE LEAF OF F`AIR5 OF DOORS SHALL HAVE MULTIPLE POINT LOCK W,/ 5/8" MIN. THROW BOLTS W/ INSERTS. 5. SLIDING GLASS DOORS SHALL BE PROYIDED WITH SLIDING DOOR DEAD BOLTS OR A PIN NOT REMOVABLE OR OPERABLE FROM THE EXTERIOR, AT THE JAMB HEAD, SILL OR MEETING MULLIONS. THESE DOORS SHALL BE REINFORCED IN THE STRIKE AND LOCK AREA TO MAINTAIN A BOLT STRENGTH EFFECTIVENESS IF NECESSARY AND SUCH DOORS SHALL HAVE NO SCREWS REMOVABLE FROM THE OUTSIDE WHICH WOULD FACILITATE READY ENTRANCE FROM THE OUTSIDE. 6. HINGES ON EXTERIOR OUT -SWINGING DOORS SHALL HAVE NON -EXPOSED SCREWS EXPOSED HINGES SHALL NOT BE REMOVABLE. JAMBS OF ALL EXTERIOR OFFSET TYPE IN -SWINGING DOORS SHALL BE OF RABBETTED OR OF SIMILAR FABRICATION '. SINGLE SWINGING EXTERIOR DOORS IF WOOD SHALL BE SOLID CORE OR NOT LESS THEN 1 3/6' THICKNESS. a. GLASS AND GLASS -LIKE MATERIALS SHALL COMPLY WITH 'ANSI Z97.1". SLIDING GLASS DOORS SHALL COMPLY WITH 'AAMA 1303.5" AND 'ANSI / AAMA 101. 9. SINGLE SWINGING EXTERIOR AND SWING DOORS CONNECTING LIVING AREAS WITH GARAGE AREAS SHALL BE MIN. 13/6' THICK, SOLID CORE AND SHALL BE SECURED WITH LATCH AND SINGLE DEAD BOLT WITH 1' MINIMUM THROW OR A COMBINATION OF DEAD BOLTS SET W/ LATCH THROW A MIN OF 1/2' AND BOLTS HAVING A MINIMUM THROW OF IN. 14, WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD (- INDEX OF NOT GREATER THAN 200 AND A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450 PER SECTION R302.9 3. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGN WAS 15. STRUCTURE TO ADHERE TO CLIMATIC AND GEOGRAPHIC DESIGN BASED ON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,500 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED CRITERIA FOR DAMAGE PROBABILITIES FROM WEATHERING AND TERMITE UNLESS NOTED OTHERWISE. INFESTATION PER TABLE R301.2(1) 4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN'% THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 6. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 9. EXCAVATIONS TO BE A MINIMUM OF 3- 0" BEYOND NEW FOOTING LINE, 10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALLAPPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 12 SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. TABLE FtM2(i) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND MIND DESIGN SEISMIC DESIGN SUBJECT TO DAMAOE FROM WINTER DESIGN ICE BARRIER UNDERLAYMENT FLOOD AIR FREEM MEAN ANIIUAL SNOW 8pwd° Topographic Front Rm LOAD al a%l! NA CATEGORY Watha Tamtw TEMP' REOUIRED" HAZARDS9 9/DEA' TMrN NA See Pig. R301.2(4) NA Neopble NA NA NA NA DOOM / WINDOW GLAZING NOTES: I. ALL GLASS DOORS/WINDOWS SHALL COMPLY WITH CHAPTER R44 OF 1. ALL GLAZING WITHIN 4S' TO AN ADJACENT DOOR SHALL BE THE F.B.C. TEMPERED, CAT. II, SAFETY GLASS. ALL WINDOWS, MIRRORS OR 2. SEAL TIGHT WITH SEALANT, ALL JOINTS BETWEEN ALUMINUM FRAMING GLASS ENCLOSURES AT OR WITHIN 3fo' OF TUBS AND SHOWERS WITH SILLS LESS THAN 60' ABOVE FLOOR SHALL BE TEMPERED, CAT. II, AND EXISTING ROUGH OPENINGS. SAFETY GLASS. 3. DIMENSIONS SHOWN ON PLANS, ELEVATIONS, AND/OR SECTIONS DENOTE UNIT SIZES. GENERAL CONTRACTOR AND SUBCONTRACTOR 6. WINDOWS ADJACENT TO SHOWERS OR TUB MUST BE OF CATEGORY II SHALL VERIFY ROUGH OPENING DIMENSIONS AT JOB SITE AND SAFETY GLAZING. COORDINATE WITH WINDOW MANUFACTURER, CONTACT ARCHITECT IF S. TEMPERED GLASS SHALL COMPLY WITH I!6 CFR 1201.45 PER F.B.G. ANY DISCREPANCIES ARE FOUND, BEFORE PROCEEDING WITH THE R4410.2.3 WORK. 10. GLASS SHALL COMPLY WITH ASTM C 1036 REQUIREMENTS FOR FLAT 4. EXTERIOR SLIDING DOOR / WINDOW MANUFACTURER SHALL SUBMIT GLASS TYPE I AND 11 AND GSA DD-G-451C STANDARD FOR GLASS, SHOP DRAWINGS TO ARCHITECT FOR APPROVAL PRIOR TO FLAT AND CORRUGATED, FOR GLAZING MIRRORS AND OTHER USES AS FABRICATION. PER F.B.C. R44102.1.2 5. ALL WINDOW GLAZING SHALL BE TINTED U=1.12 4 SHGCa0.48 11. INSTALLED GLASS SHALL NOT BE LESS THAN SINGLE -STRENGTH B ALL DOOR GLAZING SHALL BE TINTED U=1.13 4 SHGC=0.4,b QUALITY UNLESS OTHERWISE APPROVED BY THE BUILDING OFFICIAL 6. ALL EXTERIOR DOORS AND WINDOWS SHALL BE IMPACT RESISTANT AS PER F.B.C. R4410.2.11 MEETING ALL APPLICABLE CODES AND REGULATIONS. (FBC R44102) 12. DOORS, BATH AND SHOWER ENCLOSURES, AND SLIDING GLASS DOORS CONTAINING GLAZING MATERIAL GREATER THAN 9 SQUARE FEET (0.84 M 2) IN SURFACE AREA SHALL BE CLASSIFIED AS CATEGORY II GLAZING PRODUCTS AS PER F.B.C. R441023.132 A R C H I T E C T S 11 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www. a bd esi gn gro u p.co m AA #: 0003325 SPECIALTY ENGINEERING CONSULTANTS INC. 1599 SW 30TH AVE., SUITE #20 BOYNTON BEACH, FL33426 PH: 561-752-5440 FAX: 561-752-5542 9VHDIV. 8e LOT: RIVERBEND LOT 25 PROJECT# 03303.025 MODEL• BARRINGTON 6513 "PLAN 4" GARAGE S VIMG: RIGHT PAGE: GENERAL NOTES ARCHITECT. STATE OF FLORIDA MAY 2 91 2014 MICHAEL HURTAK AR No. 0008374 DATE: 05/23/14 SCAT, : S HEEGN T SQ, FT. CALC.'S LIVING IST FLOOR LIVING 2ND FLOOR 25to8 271ro SQ, FT, SQ. FT. TOTAL LIVING COVERED LANAI COVERED ENTRY 3 CAR GARAGE COVERED 5ALCONY COVERED BALCONY * 2 5254 417 116, 69'3 131 250 SQ, FT. 5Q. FT. SQ, FT, SQ. FT. 50. FT, SQ. FT, TOTAL C ,B03 SQ. FT. 0 21/21 SUPPORT POST PER GAB. MANUF. TOP - N PLATE (& A]R DETAIL FULL HALF ROUND ARC_ III In, AND ,SMALLER, VERI rFY W/ PLAN II l JL Y r ° 11 AND LARGER VERIFY W/ PLAN vG cir i wi rLf V FIRST FLOOR, ARCH DETAILS 0 STAIR DATA 20 RISERS m 7 7/1G " 19 TREADS �D 10" 5EE SHEET D5 FOR STAIR SECTIONS AND DETAILS 1'-0" 1'-O",� I `i I .. /--.I'-0" QP �S" RADIUS) , �12' RADIU: I"TYP. I'TYP. S" ROUND S' ROUND ' V COLUMN - (TYP.) j @ ((L TYF.) ko I I I I I T I I I I I 3'-7" TO 7'-0' AND LARGER VERIFY W/ PLAN TYP° Fl]R T FLO • 7'-1" AND LARGER 4 VERIFY W/ PLAN ®� AIRCH DETAILS NOTE: WHEN AN 8" OR 12" RADIUS HEADER ENGAGE INTO THE SAME COLUMN OR ARE WITHIN CLOSE PROXIMITY (WITHIN THEY NEED TO ALL HAVE THEE LARGER RADIUS. 21' - 4' I111—m- I�s7V Sm ' c0 , �p N r TYP. I I I I I I j FAMILY u I ROOM Ie TRAY TO I 1O'-0' GLG. I I I'-4' N � ; m ------------------- m COVERED LANAI W-O' CLG. --------------- ------------ �o I I I 2 '-0° — 2'-4" 12'-2" I 15 _8 3 _1 .51 _4, 6'-4" 4 _5a 2 4' - -------------------- 10 -0' CLG. � -- 30'x52' SHWR I m m --------- ARCH ----- Vx32 HWR 4' RECE55 AT SHWR, CAT I SAFETY L. SHOWER ENCLO. 0 r I L I` e ------------------ DBL. 361, HIGH OVEN FLOW-THRU BAR TOP 1 r-- , A 9'-I' I 3'-4" I ------------- y — dl 25'-5' GAT II SAFETY GL. SHOWER ENCLO.All AT 55HWR. 5 I Q I 3' I U L= 3'-9" 0 BATH - r � 11'_0" } 9'-0' GLG. O ' - BULK HALL IUSTOR. 10'-5' CLG. '-48'-2 10'-0" CLG I r — co I I m -- .J �— 10'-0" CLG. — FMORNING 4'-4 1/2" I v 0 -' u BAT (9� 9'-¢>' CLG 0_1 O MICRO� I I o I I L---J u II I ` �`'LJ LI N KITCHEN UNDERION 3' 0' 10 -S" CLG. COUNTER I-3 ROOM @ 0'_S" CLG. �4 4' '-8'-0' i4'-4 -0" 10 ' GLG. ° 3'-43'-O" OFFICE/DEN 10'-0' 9'-8" COFFER '- ' CLG. TO ¢ �n 6 I I ARCI_1 3, LAUN. CLG. `� A/C _ wH n 5'-2" 5'-4 BEDROOM 5 10'-8" CLG. >� AN ND 0 24'H EGR PEN FLOCI ENI OR 2 --- O.N.G. —REF-- -- O.H.C. @ r ARCH V_4" FLAT SOFFIT_ 0 LAUNCH O.H.C.— - _ 5' 7" _0 6 _S 2 -0 b L.T. I I Nl I a I GOND. `\ -` N ARCH m '-— 56H 8'-5" 1'-0' ET LERI TRY PANTRYP 4° 10 8' CLG. `p 3'-0" 5SH 9) �I dl 11 - oil � r- ► @ HALL I ILAr I Q I SOFFIT __W__ O.H.C. 9'_m" CLG. LAv. r �n � 101-8' -- ARCH / ! / ! / / ,. - -' - alaG+ — O 10'-0' CLG. •- r-----------1 19'-0" EPING ROOMS DOW WITH A mrt 5 S0. FT. FOR O. FT. FOR UPPER NOT BE LESS NOT MORE THAN OVID CLEAR GRU FLOORS. HAN 4C' ABOVEFLO m ' 0' m 12'-8' 19'-8" 12'-0" DINING V 10'-8" CLG, I 0 TRAY TO I 10'-0' CLG. I 2'-0" TYP. I I S" DIA. COLUMNS I 1'--r �.---- (TYP—)-----� I I I I I I I ICI LA ICI _1 _ I4I I I I I I STO 8' 3 %y iRg'/� FOYER OFEN ABOVE �3 - COPTINUOU 8 HAI'DRAIL 42 HIGH Gu<:RDR LANDI U 2' !0'-11" 3'-10' 3'-2" NOTE: BOLLARD. MAINTAIN FIRE (SEE 5TRUC. SEPARATION AND DWGSJ CAR50N MONOXIDE INFILTRATION AT A/C CLOSET. S S�••4ELF FLUS�••4 GARAGE W/ WINDOW SILL 10'-8" CLG. HALL - r HS 10'-0' CLG. I I ARCH ------------- 20'-S' H5ENRY ------R----------- I CH (L 10'-0" GLG. r ~-----------1 /J� 2'-0111 I ------------ LIVING 1U LINE OF 0 I TRAY TO WALL A50VE l 10--0, CLG. I @ L — — — — — — — — — — — — J I--- 121 Iw r rn IQI = ——I8 11'41 CL3. -- — MAX. 1112' 5TE FROM TOP THRE5HOLD COVERED 11'-S 3 LG. I 4 I1'-O" � N - ' N - � LINE OF WALL 450VE 4 ----- I6GONG. HALF ' RND. COLUMN UTTr= ' N -7" 7'-6" — ---------------- N —:a,. 16'CONC. HALF RNP. COLUMN Ib' C) IA. POURED 50NOTUEe GOL. 4'-6' 15'-5° 8'-0' I1'-0" 2'-4' c A R C H I T E C T S Design ro u p Inc. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SPECIALTY ENGINEERING CONSULTANTS INC. 1599 SW 30TH AVE., SUITE #21 BOYNTON BEACH, FL 33426 PH: 561-752-5440 FAX: 561-752-5542 svE3DIV. 8e LOT: RIVERBEND LOT 25 PRO JEC T# 033031.025 MODELw BARRINGTON 6513 "PLAN 4" GARAGE S WING•: RIGHT PAGE: FIRST FLOOR PLAIT ARCHITECT- STATE OF FLORIDA e J N 2 5 2014 MICHAEL HURTAK AR No. 0008374 DATE: 05/23/14 sCALm. 1/4"=1'— 0" SHEET At A R C H I T E C T S DOOR SCHEDULE DOOR DOOR NO. O SIZE MAT. FRAME TYPE LABEL/ RATING SQ.FT. ZONE WIND PRESS. REMARKS WIDTH HGHT THICK— NESS GLAZ DI Ih'-0' 8'-0' DI DI O.H. 126 5 34.3 /-43.9 PROVIDE SCREENED VENTILATION p2 8'-0' 8'-0' — Dl DI O.H. 64 5 36.4 /-46.1 PROVIDE SCREENED VENTILATION D3 4'-4" 9'-4' 1 3/4' D3 D2 D2 LD 1.. U/ 6 9'XI0' 5M. 40 5 3S.0 /-50.8 P E51GINATED EMERGENCY MEANS OF ESCAPE PER F5C 2010 D4 12'-C' 8'-0' 1 3/8' D3 D2 D2 S.G.D. 96 4 33.5 /-40.91 D6 D5 2'-8" 8'-0' 1 3/5, D3 D2 D2 FR. DR. 21 4 40.2 /-43.8 D6 D6 2'-4" 8'-0' 13/8' D5 D5 SWING — — D-1 2'-6" 8'-0' 13/6, — D5 D5 SWING — — — — D-I DS 2'-4" 8'-0' 1 3/8' D5 D5 SWING D5 2'-8" 8'-0' 1 3/8' — DI D5 SWING 20 MIN. — — D6, SHALL 5E 5ELF-CLOSING AND SELF -LATCHING PER F5C 2010 DI0 2'-8" 8'-0' 1 3/8, P5 D5 SWING SOLID CORE DOOR W/ LUEATHER5TRIF'PING DIl 2'-8" a'-O' 13/5' D5 D5 SWING — — — DT D12 T-4" S'-0' 13/5' D5 D5 SWING — — — D13 2'-8" 8'-0' 13/5, D5 P5 SWING D14 2'-8" 5'-0' 1 3/8, D5 D5 SWING — D15 2'-8" 8'-0' 13/0, P5 D5 SWING — DI6 2'-6" 8'-0' 1 3/8' D5 D5 SWING D-I D1- 2'-6" 8'-0' 13/8' — D5 D5 SWING — — — D18 2'-6" 8'-0' 1 3/5' D5 D5 SWING — DOOR LEGEND DI METAL D2 ALUMINUM D3 CAT. II SAFETY GLAZING D4 SOLID WOOD D5 WOOD D6 WITH ALUMINUM THRESHOLD (I/2' MAX.) D-1 WITH MARBLE THRESHOLD (1/2' MAX.) LA WINDOW SCHEDULE CALLf ® SQUARE FOOTAGE WINDOW 82E AND TYPE ZONE VND PRESSURE REMARKS A 19 2ba-SH 5 40.3 /-53.2 E3 19 2(o-5H 4 403 /-44.0 G 1'I 25-SH 4 40Ao /-443 D 24 35-5H 4 41.1 /-44.1 E 34 (2) 25-5H 5 40.6 /-53.8 F 34 (2) 25-SHI 4 40.ro /-443 G 54 (3) 2l0-5H 5 40.3 /-53.2 H 13 24 SH 4 40.9 /-44B 1 5 38 x 20' FX 4 42.1 /-45.1 X 4'0' 4 42.1 /-451 CAT. 11 SAFETY GLAZING Z 7 H33 5H 5 42.1 /-56.4 GLAZINGG GA I TY DOOR NOTES: ALI- HARDWARE IS TO COMPLY WITH FLA. STATUTES CHAPTER 553, PART V FLA ACCE65151LITY CODE 4,15,9 IN REFERENCE TO 1-HAND GRA5PA51LITY AND FSCA-201 SECTION 309.4 1=GRE56 DOORS SHALL 5E READILY OPENA13LE FROM THE EGRE55 SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. F502010 R311.2 GLAZING NOTES: ALL EXTERIOR DOORS AND WINDOWS SHALL 5E IMPACT RESISTANT MEETING ALL 4PPLICA5LE CODES AND REGULATIONS. (F5C, R4410.2) FRM L PLAN 99 B 99 Design coup Inc. 11 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesi gngrou p.com AA #: 0003325 SPECIALTY ENGINEERING CONSULTANTS INC. 1599 SW 30TH AVE., SUITE #20 BOYNTON BEACH, FL 33426 PH: 561-752-5440 FAX: 561-752-5542 SUHDIV. & LOT: RIVERBEND LOT 25 PROJECT# 03303.025 MODEL: BARRINGTON 6513 "PLAN 4" GARAGE SWING: RIGHT PAGE: SCHEDULES FIRST FLOOR PLAN ARCHITECT - STATE OF FLORIDA l AM Y 2 6 2014 MICHAEL HURTAK AR No. 0008374 DATE: 05/23/14 SCALE: 1/4"=1'-0" SHEET Ago I A R C H IT E C T S DOOR SCHEDULE OR DOOR NO. SIZE MAT. FRAME TYPE RATING SQ FT. ZONE PRESD REMARKS WIDTH HIGH THICK— NESS GLAZ p18 2'-6' 8'-0" 13/8" — D5 D5 SWING — — p13 2'-4" 8'-0" 13/S" — D5 D5 SWING — — — — D20 2'-6' 8'-C" 13/5" — D5 D5 SWING D21 2'-4' 8'-0" 13/S" — D5 D5 SWING — — D22 4'-8' 8'-0" 1 3/8" D5 D5 FR, DRS. — P23 2'-6' 8'-0" 13/5" D5 D5 SWING — — D24 2'-6' 8'-O" 13/8" — D5 D5 SWING D25 2'-4' 8'-0" 13/5" — D5 D5 SWING — — — — D2G 2'-4' 5'-0' 13/5" — D5 p5 SWING — — — — D21 2'-6' S'-0" 13/5" D5 D5 SWING — — — — D2S 214' 8'-0" 13/8" D5 D5 SWING — — — — D29 2'-6' 8'-0" 13/8" — D5 D5 SWING — — — D30 5'-0" 8'-0" 1 3/4" — 1-)5 D5 FR DRS. — — — D31 5'-0" 8'-0" 1 3/8" D5 D5 FR. DRS. — — — — D32 2'-W 8'-O" 13/S" — D5 D5 SWING — — — D33 5'-0" 8'-O" 1 3/8" — D5 D5 FR. DRS. — — — — D34 2'-6' 8'-0" 13/S" D5 D5 SWING D35 2'-4' 8'-O" 13/5" — D5 D5 SWING — — — D36 2'-6' 8'-0" 13/8" D5 D5 SWING — D31 2'-8' 8'-0" 13/8" — D5 D5 SWING — — — D38 2'-6' 8'-0" 13/5" D5 D5 SWING — — — 1-)39 2'-6' 8'-0" 13/5" D5 D5 SWING — — — D40 3'-O" IF- 0' 13/5' D3 D2 D2 FR. DR. — 24 4 39.9 /-43A? D6 D41 12'-0" 6'-0" 13/5" D5 D5 S.G.D. — 96 4 33.5 /-40.9 DOOR LEGEND DI METAL D2 ALUMINUM D3 CAT. II SAFETY GLAZING D4 50LID WOOD D5 WOOD D6 WITH ALUMINUM THRESHOLD (1/2" MAX.) D1 I WITH 'MARBLE THRESHOLD (1/2' MAX.) WINDOW SCHEDULE GALL a} ® SQUARE FOOTAGE WINDOW SIZE AND TYPE ZONE WIND PRESSURE REIAARKS K 10 23 SH 4 42.1 /-45.1 M 13 24 SHE 4 40.13 /-44.5 N 13 24 SHE 5 40.9 /-54.3 O 41 (2) 3858 SHE W/ 54'x5S' FIX GL. 4 4a.9 ' 44.5 CAT Il SAFETY GLAZING P 11 H33 SH 4 42.1 /-45.1 a 10 H34 SHE 4 42.1 /-45.1 R 10 µ34 SHE 5 42.1 /-56.4 T 12 T-4' X 5'-3' W/ I/2 RND, ARCH TO 4 41.0 /-446 U 5 (2)1'-1' X 3'-0. I/2 D. ARCH TOP RN 4 42.1 /-45.1 DOOR NOTES: ALL HARDWARE IS TO COMPLY WITH FLA. STATUTES CHAPTER 553, PART v FLA ACCESSIBILITY CODE 4,13,9 IN REFERENCE TO I -HAND GRASPABILITY AND F15CA-201 SECTION 309A EGRESS DOORS SHALL 5E READILY OPEN,45LE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. F5C2010 R311.2 GLAZING NOTES: ALL EXTERIOR DOORS AND WINDOWS SHALL BE IMPACT RESISTANT MEETING ALL APPLICABLE COPES AND REGULATIONS. (FBC R44102) 101 I I I I I --� I I L-------------------J li V V 1 .L 14l u L BALCONY O �1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SPECIALTY ENGINEERING CONSULTANTS INC. 1599 SW 30TH AVE., SUITE #20 BOYNTON BEACH, FL 33426 PH: 561-752-5440 FAX: 561-752-5542 SUBDIV. & LOT: RIVERBEND LOT 25 PROJECT# 03303.025 MODEL: BARRINGTON 6513 "PLAN 4" GARAGE SWING: RIGHT PAGE: SCHEDULES SECOND FLOOR PLAN ARCHITECT: STATE OF FLORIDA ry t ��% W\Y 2 6 2014 DATE- 05/23/14 ' SCAT :1/4"=1'-0"' SHEET A R C H I T E C T EL. 29'-3" _ BLDG. HGt. Rill TOP OF ,- B • . BEAM o , WINDOW/ WINDOW ' 71 _ .— . — 100 0 D 5�' TO: . FNTRY c• . s ' TRU55 HEEL EL. 10'-5' TOP OF BOND BEAM EL. 9' -4' WINDOW HGT. EL. 6'-O" WINDOW HGT. EL. 01-0" FI FLR. 5LAB EL.-0'-B" FIN. GRADE 4T EL. H I- TOP OF TRU55 991-IEEE \�\ EL. 21'-5" TOP OF BOND BEAM EL.2O'-4' L I'-4" WINDOW HGT I BARREL TILE ROOF O, EL.29'-3' BLDG. HGT. EL. 252'-" TOP OF TRU9 HIEEL }, EL. 21'-a' TOP OF BOND BEAM OL EL. 20'-4' WINDOW HGT. J. FI 1f3'_5" lilt Gi'a IAi 1144fPA IId$Pl t11 (YI fI1 II'i I4f�r>,-,j..lilfU W�'I 11i I r;� r-1 r l ri11 rA� rig r+l r+l ;I 1!I Illl �1 11 1E (e 11 ,� • P OF BOND BEAM i ill ill tl=! r1 rl = ^ -BOND TOP OF BEAM •'EL. 10'-5"•— • ` BOND BEAM 19 _.., .. L '� 0 0 00 �-J l 1IKE 0 00 i ni.a t�(Aillif ME M°.�11�� p� �l� �l�ll� II■I�I�I�I�I�I■'�I h�IIC�i] ' ��Yll�l�l!11'9l'�r�11IY(��l�l 50NID BEAM BOND BEAM 01, oil w Elm IN � FLR, SLAB EL.-0'-5" FIN. GRADE EL. 22'-8" TOP OF TRUSS HEEL �L. 21'-5" TOP OF BOND BEAM _OL EL. 20'-4" WINDOW HGT. Design Grou p I„c 1441 N. RONALD REAGAN E LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngrou p.cor AA #: 0003325 SPECIALTY ENGINEERIN CONSULTANTS INC. 1599 SW 30TH AVE., SUITE BOYNTON BEACH, FL 334 PH: 561-752-5440 FAX: 561-752-5542 11116 SUBDIV 8c LOT: RIVERBEND LOT 25 PROJECT# 03303.025 MODEL: BARRINGTON 6513 "PLAN 4" GARAGE SWING* RIGHT PAGE- ELEV. "B" FRONT & F� E t�R ARCHITECT: STATE OF FLORIDA �I Vv "MAY 2 6 2014 MICHAEL HURTAK AR No. 0009374 DATE: 05/23/14 SCALE: 1/4"=11— 0" SHEET A 3 13' A R C H I T E C T S EL. 22'-S" tOP OF TRU55 HEEL EL. 21'-5" TOP OF BOND BEAM EL. 20'-4" WINDOW HGT. EL, 12'-4" TOP OF 15OND BEAM EL. 10'-5' TOP OF CLG, HGT. EL, 8'-0" WINDOW HGT. ' EL. 22'-8" TOP OF TRUSS HEEL �Z TOP OF EL. 20'-4' — — — _ — — — — — EL. 12'-4'_TOP OF SOND SEAM EL. 10'-8" TOP OF — — — — — — — CLG. HGT. \ _OL EL. 5'-0. _ n� r�/////////////a — — WINDOW HGT 2 cv , m 1N. EL, 0'-0" FIN. — — — — — — — — — — — — — — — — — — FLR. SLA5 FLR. SLAB EL. -0'-8' L. FIN. GRADE FIN. GRADE EL. 22'-5" TOP OF TRUSS HEEL EL, 21'-S" TOP OF BOND SEAM Y EL.20'-4' _ WINDOW HGT EL. 12'-4" TOP OF BOND SEAM EL. 12'-0" TOP OF — ENTRY BOND BEAM — — EL. 10'-0" TOP OF _ BOND SEAM �f EL.8'-0' — — WINDOW HGT. n T EL. 0'-0' FIN. rL — FLR. SLAB EL. FIN. GRADE LEFT ELEVATION �-1-2— 41 0 c0 l ��1 N nt � V RUG)HIT EELEVATIOON la t4 EL. 22'-8" TOP OF Y TRUSS HEEL EL. 21'-8" TOP OF BOND SEAM EL. 20'-4' WINDOW HGT. EL. 12'-4" TOP OF BOND SEAM EL 10'-8" TOP OF BOND SEAM _ EL. 8' -0' WINDOW HGT. Q ' o� EL. 0'-O' FIN. FLR. SLAB EL -0'-8' FIN. GRADE Design Group inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SPECIALTY ENGINEERING CONSULTANTS INC. 1599 SW 30TH AVE., SUITE #20 BOYNTON BEACH, FL 33426 PH: 561-752-5440 FAX: 561-752-5542 SUHDIV. & LOT: RIVERBEND LOT 25 PROJECT# 03303.025 MODEL: BARRINGTON 6513 "PLAN 4" GARAGE S WI3RG: RIGHT PAGE: ELEV. "B" LEFT & RIGHT ARCHITECT - STATE OF FLORIDA c MAY 2 6 2014 MICHAEL HURTAK AR No. 0008374 DATE: 05/23/14 SCALE: 1/4"=l'-0" SHEET %II A R C H IT EC T S N ELEVATION DECO PREG� HALF RND GOLUM B3 PROFILE PROFILE ODETAIL SCALE: 3/4" 1'-0' ELEVATION PROFILE NOTE: DETAILS INSTALLED PER MANUFACTURE'S RECOMMENDATION. DETAIL5 SHALL HAVE TRADITIONAL LOOK AND 5MOOTH FINISH U.O,N. DETAILS TO BE PREG45T OR FOAM/EPS. 6HUTTER5 TO BE POWDER COATED ALUMINUM OR FOAM/EPS. All , v 1-1/2" THICK NOTE: RAILING SY5TEM5 ARE DE5IGNED TO RESIST A LOAD OF F>0 PLF FOR A CONCENTRATED LOAD OF 200 POUND5 APPLIED IN ANY DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES, F15C-5ECTION R4403.7.3.6.1 2010 ED. ELEVATION r 42" HIGH CONT. — ALUM. GUARD RAIL 1" x I" ALUM. PICKETS SPACED TO REJECT 4" SPHERE m (T DETAIL 5CALE: 3/4" = 1'-0" 4" x 4" ALum. ELEVATION POST (TYP.) ICISH) = • a 1'-4" DIA. 50NOTUBI COLUMNS. TDETAIL SCALE: 3/4" = 1'-0" 2' ELEVATION PROFILE (ODETAIL SCALE- 3/4" = 1'-,a" o 1/2 PRECAST 1 1/2' r BANDING PRECAST \ w/ SLOPE " / \ BANDING `r \ 1 w/ SLOPE 2 2 3/4'/ 1/2 ELEVATION PROFILE ODETAIL SCALE: 3/4" = 1'-0" 1'-4" DIA, POURED 50NOTUBE COLUMNS. CTYP. 3: PROFILE ELEVATION 01 DETAIL 5CALE: 3/4" = 1'-0' ELEVATION PROFILE *DETAIL SCALE: 3/4" 1'-0" ELEVATION PROFILE 4Design Group,,, 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SPECIALTY ENGINEERING CONSULTANTS INC. 1599 SW 30TH AVE., SUITE #20 BOYNTON BEACH, FL33426 PH: 561-752-5440 FAX: 561-752-5542 STJHDIV. 8c LOT: RIVERBEND LOT 25 PROJECT# 03303.025 MODEL: BARRINGTON 6513 " PLAN 4" GARAGE SWING - RIGHT PAGE: DETAILS ELEVATION 7! B 9! ARCHITECT STATE OF FLORIDA ill 2 6 2014 rSHEET 05/23/14 CALE: 3/4"=V-0" 1 A R C H I T E C T S ROOF VENMATION CALCULATION PER FBC R $061 REQUIRED VENTILATION: 30ioS S.F. _ 20.4ro S.F. 550 _ SOFFIT VENTILATION F'ROVIDEl�: 4' X 32l 4' = SI SF. 144 GENERAL NOTE: 4" W. CONTINUOUS SCREENED SOFFIT VENTING; FLOOR, ATTIC VENT ROOF VENTILATION CALCULATION PER FBC R $062 REQUIRED VENTILATION: 44150—F. = 291c7 SP. SOFFIT VENTILATION PROVIDED: 4' X 1164" _ 32 S.F. 144 GENERAL NOTE: 4" W CONTINUOUS 5CREENED SOFFIT VENTING; CLC S. SOFFIT VENTING IZ 3ARREL TILE ;DOF 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SPECIALTY ENGINEERING CONSULTANTS INC. 1599 SW 30TH AVE., SUITE #20 BOYNTON BEACH, FL 33426 PH: 561-752-5440 FAX: 561-752-5542 sU13DIV. 8e LOT: RIVERBEND LOT 25 PROJECT# 03303.025 MODEL: BARRINGTON 6513 "PLAN 4" GARAGE SWING: RIGHT PAGE: ROOF PLAN ELEVATION "B„ ARCHITECT: STATE OF FLORIDA Am k [Aliv-41 AY 2 a IM4 HURTAK 0009374 DATE: 05/23/14 SCALE: 1/4"=1'-0" .) I A R C N I T E C T S ffi" CMU Y" DRYWALL 1"X4" OR I"X2" P.T. NAILER r1:4 P.T. OR %'X4' MIN. ❑ SECURE THRU FRAME 4 EXTEND 1-Y4" INTO BLOCK W/ 3/(6" TAPCON5 OR DRIVE PIN (MIN. 5HANK SIZE J45 MIN. HEAD SIZE .300 MIN. EMBEDMENT I-Y4" WITHIN 8" OF EACH END 4 IF" O.C. MAX SPACING \`DOOR CASING (POOR JAMB OR WINDOW ATTACH TO 2X PER t-lANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +3/4 OR +5/4 WINDOW TO BLOCK +3 4 OR +5 4 A SCALE: 3/8'=1'-0" 2 X4= SECURE TO BLOCK W/ 3%" TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD 51ZE .300 MIN. EMBEDMENT 1 Y4") WITHIN 8" OF EACH END 4 W O.C. MAX SPACING. 2X(a:® SECURE TO BLOCK W/2-3/f6' TAPCONS OR DRIVE PIN (MIN. SHANK SIZE J45 MIN. HEAD SIZE .300 MIN. EMBEDMENT I Ya") - WITHIN 8" OF EACH END 4 IS" O.G. MAX SPACING. 2X8:® SECURE TO BLOCK W/2-3/(6" TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. EMBEDMENT 1 )/4') WITHIN 8" OF EACH END IS" O.C. MAX SPACING. S' CMU ❑ Y2" DRYWALL I1X4" OR 1"5<2" P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM A5 NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4") DOOR JAMB TO BLOCK +1-1/2" WINDOW TO BLOCK +1-1/2" B SCALE: 0" 2X4= SECURE TO BLOCK W/ 3(6" TAPCONS OR DRIVE PIN (MIN. 5HANK SIZE .145 MIN. HEAD SIZE .300 MIN. EMBEDMENT I Y4") WITHIN 8' OF EACH END 4 18" O.C. MAX SPACING. 2X(ocm SECURE TO BLOCK W/2-Nr,' TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. EMBEDMENT 1 Y4") - WITHIN S" OF EACH END 4 18" O.G. MAX SPACING. 2X8:® SECURE TO BLOCK W/2-N&' TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD 51ZE .300 MIN. EMBEDMENT 1 )/4-) WITHIN 8" OF EACH END 4 15' O.G. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/(6" TAPCON MIN. 1-Y4" EMBEDMENT INTO BLOCK. S" CMU 4" DRYWALL I"X4" OR 1"X2" P.T. NAILER ,16 r" 0,515. X 4' MIN. Fl1 / ,-DOOR CASING: DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED )/4") DOOR JAMB TO BLOCK +1-15/16" @p WINDOW TO BLOCK +1-15/16" SCALE: 3/8"=l'-O' 2X4:® SECURE TO BLOCK W/ 3%16' TAPCON5 OR DRIVE PIN (MIN. 51-4ANK SIZE .145 MIN. HEAD SIZE .300 MIN. EMBEDMENT 1 Y4") WITHIN 8" OF EACH END 4 IS' O.G. MAX SPACING. 2X6:® SECURE TO BLOCK W/2-3/(6' TAPCON5 OR DRIVE PIN (MIN. 5HANK SIZE .145 MIN. HEAD SIZE .300 _ MIN. EMBEDMENT I Y4") WITHIN S" OF EACH END 4 IS" O.G. MAX SPACING. 2X8cm SECURE TO BLOCK W/2-3/(6° TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. EMBEDMENT 1 Y4") WITHIN 8' OF EACH END 4 18" O.G. MAX SPACING. --/ NOTE: 5TRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-5TRUGTURAL 3/6" TAPCON MIN. I-Y4" EMBEDMENT INTO BLOCK. CMU El" DYWALL jrr��X4701R1"X2" P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +2 1/4" D WINDOW TO BLOCK +2 1 4" SCALE: 3/8' = I'-0" 2X4= SECURE TO BLOCK W/ 3�6' TAPCON5 OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. EMBEDMENT I Y4') NOTE: STRUCTURAL 2X WITHIN 8 OF EACH END 18" O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2Xrocm SECURED THROUGH SECURE TO BLOCK W/2-3/(6"NON-STRUCTURAL 3{6" TAPCONS OR DRIVE PIN TAPCON MIN. I-Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK, MIN. HEAD SIZE .300 8" CMU MIN. EMBEDMENT I Y4") yDRYWALL WITHIN S" OF EACH END 4 77 1'X4' OR 1'X2' P.T. NAILER IS" O.C. MAX SPACING. ❑ 2X8� SECURE TO BLOCK W/2-%P" TAPCON5 OR DRIVE PIN DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. EMBEDMENT 1 Y4") DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 18" O.G. MAX SPACING. MANUFACTURES DETAIL5. NOTE: SHIM AS NEEDED TO PLUMB JAMB lDO NOT EXCEED Y4 J DOOR JAMB TO BLOCK +3" EWINDOW TO BLOCK +T 2X4cm SECURE TO BLOCK W/ 3/(6" TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. EMBEDMENT I Y4") WITHIN 8" OF EACH END 4 NOTE: STRUCTURAL 2X 18" O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2X(o:® SECURED THROUGH SECURE TO BLOCK W/2-3/y" NON-STRUCTURAL 3f6" TAPCONS OR DRIVE PIN TAPCON MIN. 1-Y4' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK. MIN. HEAD SIZE .300 MIN EMBEDMENT I Y ") WITHIN 8" OF EACH END 4 8" CMU IS" O.G. MAX SPACING. Y2' DRYWALL 2X8:® ❑ I'X4' OR 1'X2' P.T. NAILER SECURE TO BLOCK W/2-34/6" 2ND 2X SECURE TO TAPCONS OR DRIVE PIN STRUCTURAL MEMBER (MIN. SHANK SIZE .145 W/(2)12d WITHIN 8" OF EACH MIN. HEAD 51ZE .300 END 4 b" TO 8' D.C. MAX MIN. EMBEDMENT I Y4") /4 OCR CASING WITHIN 8" OF EACH END 4 DOOR JAMB OR WINDOW IS" O.C. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED )/4") DOOR AND WINDOW ATTACHMENTS SCALE: 3/8" =1' -0ll DOOR JAMB TO BLOCK +T WINDOW TO BLOCK +T SCALE: 3/8" = I' -0' 2X4:® SECURE TO BLOCK W/Y4" TAPCONS OR DRIVE PIN (MIN. SHANK SIZE J45 MIN. HEAD SIZE .300 MIN. EMBEDMENT 1 Y4") WITHIN 8" OF EACH END 4 18" O.G. MAX SPACING. 2Xh:® SECURE TO BLOCK W/1-1/4" TAPCONS OR DRIVE PIN (MIN. SHANK 51ZE .145 MIN. HEAD SIZE .300 MIN. EMBEDMENT 1 Y4") WITHIN S" OF EACH END 4 IS' O.G. MAX SPACING. 2X8:® SECURE TO BLOCK W/1-1/4" TAPCONS OR DRIVE PIN (MIN. SHANK 51ZE .145 MIN. HEAD SIZE .300 MIN. EMBEDMENT 1 Y4") WITHIN S" OF EACH END 4/ 18" O.C. MAX SPACING. L- NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3�6" TAPCON MIN. 1-Y4" EMBEDMENT INTO BLOCK. T1a 8"CMU Y' DRYWALL " O.S.B. X 4' MIN. 'X4' OR I'X2' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS, NOTE: BRIM A9 NEEDED TO PLUMB JAMB (Do NOT EXCEED Y4) DOOR JAMB TO BLOCK +3-7/16" WINDOW TO BLOCK +3-7/16" SCALE: 3/B"= l'-0" 2X4:® SECURE TO BLOCK W/Y4" TAPCON5 OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. EMBEDMENT I Y4") WITHIN 8 OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.G. MAX 5PAGING. MUST BE ON OUTSIDE 4 2Xro:® SECURED THROUGH SECURE TO BLOCK WA-1/4" NON-STRUCTURAL 3/(6" TAPCONS OR DRIVE PIN TAPCON MIN. 1-Y4" (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK. MIN. HEAD SIZE .300 MIN. EMBEDMENT 1 Y4') S" GMU WITHIN 8" OF EACH END 4 Y2" DRYWALL IS" O.G. MAX SPACING. a I"X4" OR 1"X2" P.T. NAILER 2X8� SECURE TO BLOCK W/1-1/4" 1" P.T. X 4" MIN, TAPCONS OR DRIVE PIN DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. EMBEDMENT I Y4") DOOR JAMB OR WINDOW WITHIN 8" OF EACH END 4 ATTACH TO 2X PER IS' O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +3 3/4" rut WINDOW TO BLOCK +3 3/4" 11 SCALE: 3/8"=1'-0' Design roue,„c. 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesi gngrou p.com AA #: 0003325 SPECIALTY ENGINEERING CONSULTANTS INC. 1599 SW 30TH AVE., SUITE #20 BOYNTON BEACH, FL33426 PH: 561-752-5440 FAX: 561-752-5542 -711 SUBDIV. 8c LOT: RIVERBEND LOT 25 PROJECT* 03303.025 MO DEL: BARRINGTON 6513 "PLAN 4" GARAGE SWING: RIGHT PAGE - DOOR OL. WINDOW DETAILS ARCHITECT STATE OF FLORIDA MAY 2 6 2014 MICHAEL HURTAK AR No. 0008374 DATE: 05/23/14 SCALE: 3/B"=1'-0" SHEET DI A R C H IT E C T S Design roup Inc. 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SPECIALTY ENGINEERING CONSULTANTS INC. 1599 SW 30TH AVE., SUITE #20 BOYNTON BEACH, FL 33426 PH: 561-752-5440 FAX: 561-752-5542 SUBDIY. & LOT: RIVERBEND LOT 25 PROJECT# 03303.025 MO DEL: BARRINGTON 6513 "PLAN 4" GARAGE SWING: RIGHT PAGE: Disc. DETAILS ARCHITECT STATE OF FLORIDA IV MAY 262014 DATE: 05/23/14 SCALE: AS NOTED SHEET D 2 ROOF TILE SHALL BE ATTACHED PER PRODUCT APPROVAL OR PER F.B.G. OR W/ 2-IOD PLATED STEEL GUN NAILS PER TILE. THE EAVE TILE SHALL BE ATTACHED W/ A 4" HEAD LAP OR ATTACHED W/ FORMED STEEL GRIP CLIPS CENTERED 4 3/4" FROM THE NOSE OF EACH TILE, THE CLIPS SHALL BE 0.043" THICK BY 1/2" WIDE, GALVANIZED STEEL, ATTACHED W/ 1-10D GALVANIZED STEEL HAND- DRIVEN NAIL LOCATED I' FROM THE SOO BEND IN THE CLIP, THE CLIP SHALL BE EMBEDDED IN MASTIC APPLIED TO ROOFING, AT THE NAIL LOCATION, CEMENT ROOF TILE OVER 90* FELT BACKNAILED 12' O.C. HOT MOPPED ON 30* FELT UNDERLAYMENT TIN CAPPED 6" O.G. AT LAPS. 2 ROWS 12" O.C. STAG INFIELD. TIN TAGGED TO ROOF SHEATHING. GEMENTIOU5 TILE OVER *30 FELT TO CONFORM W/ ASTM D 226, TYPE *1 OR ASTM D 45v9, TYPE *1 STANDARDS ROOF SHEATHING ( SEE STRUCT. DWGS. FOR PLYWOOD SHEATHING, NAIL SPACING AND TYPE). EMBED. STRAP (SEE STRUCT FOR TYPE, SIZE, * OF NAILS 4 DETAILS). PRE-ENG WD. TRU55 24" O.G. MAX. CLAY BIRDSTOP CEMENT MORTAR TO COMPLETELY SEALEAVE GALv. METAL DRIP EDGE Ix2 P.T. 2x8 CON5T. GRADE 1'-4 ROUGH SAWN CEDAR 4 2x6 PRE -PRIMED HEM -FIR FASCIA (SEE STRUCT. FOR ATTACHMENT) STUCCO SOFFIT NOT LESS THAN 1/2' TOTAL THICKNESS OVER FELT MTL. LATH. LAPPED NOT LE55 THAN 1" 4 FAST W/ 3/5" HEAD GALV. NAILS (2 PER 5F MIN.) PROVIDE CONT. 4" WIDE SCREENED VENTS W/ WIRE MESH CORROSION RESISTANT 1/S" MAX OPNG. THROUGHOUT ALL ELEVATIONS. AS PER FBC R806. (SEE ROOF PLAN FOR VENTILATION REO. 4 CALCSJ FORMED AND POURED CONCRETE SILL (SEE STRUCT. d) DWGS. FOR REINF.) u� n LOU 5/8" THICK, 3 COAT CEMENT Z< - Lu PLASTER APPLIED DIRECTLY TO MASONRY OR STONE VENEER ro ATTACHED PER MANUF- Up. STUCCO STOP GRADE IX2 FIRE -STOP 5/8" GYPSUM BOARD OR 1/2" HIGH STRENGTH GLG. BOARD Im'-S" BRG. HGT. BOND BEAM (SEE 6TRUCT.- DWG5 FOR 51ZE AND REINF.) `L i pli�ii7 - - r - ;I� C. •• #� AS PER • - -; - • - -. =$ FOR — ■ • — — -1 FURRING mElm; — O.C. sm !� % — �. mn mioi i OO � _ �ff i 0 �� ' —� a a d L a e MONOLITHIC CONC. FOOTING (SEE 6TRUCT. PLANS FOR �. SIZE AND REINF.) o 1-STORY v BLOCK WALL SCALE. 3/4" = I'-O" ROOF SHEATHING (SEE STRUCT. DWG5. FOR PLYWOOD SHEATHING, NAILING SPACING AND TYPE), SEE ENERGY CODE FORMS FOR INSULATION R-V4LUE5. CEMENTIOUS TILE OVER *30 FELT TO CONFORM W/ ASTM D 226, TYPE *1 OR 45TM D 48fa9, TYPE *1 5TANDARD6 EMBED. STRAP (SEE STRUCT FOR TYPE, SIZE, * OF NAILS 4 DETAILS), PRE-ENG WD. TRU55 24" O.G. MAX. CLAY BIRDSTOP CEMENT MORTAR TO COMPLETELY SEAL SAVE GALV. METAL DRIP EDGE Ix2 P.T. -2x8 CONST. GRADE ROUGH 5AWN CEDAR 4 2x6 PRE -PRIMED HEM -FIR FASCIA (SEE STRUCT. FOR ATTACHMENT) STUCCO SOFFIT NOT LE55 THAN 1/2" TOTAL THICKNESS OVER FELT MTL. LATH. LAPPED NOT LE55 THAN 1" 4 F45T W/ 3/5" HEAD GALV. NAILS (2 PER 5F MIN.) PROVIDE CONT. 4" WIDE SCREENED VENTS W/ WIRE MESH CORROSION RE515TANT 115" MAX OPNG. THROUGHOUT ALL ELEVATIONS. AS PER FBC RaO(o. (SEE ROOF PLAN FOR VENTILATION RECa. 4 CALCSJ 5/5" THICK, 3 GOAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY OR STONE VENEER ATTACHED PER MANUF. RECOMMEND. STUCCO STOP ROOF TILE SHALL BE ATTACHED PER PRODUCT APPROVAL OR PER F.B.G. OR W/ 2-10D PLATED STEEL GUN NAILS PER TILE, THE EAvE TILE SHALL BE ATTACHED W/ A 4" HEAD LAP OR ATTACHED W/ FORMED STEEL GRIP CLIPS CENTERED 4 3/4' FROM THE NOSE OF EACH TILE. THE CLIPS SHALL BE 0.043" THICK BY 1/2" WIDE, GALVANIZED STEEL, ATTACHED W/ I-10D GALVANIZED STEEL HAND- DRIVEN NAIL LOCATED V FROM THE SOO BEND IN THE CLIP. THE CLIP SHALL BE EMBEDDED IN MASTIC APPLIED TO ROOFING, AT THE NAIL LOCATION. CEMENT ROOF TILE OVER `30* FELT BACKNAILED 12" O.G. HOT MOPPED ON 30* FELT UNDERLAYMENT TIN CAPPED 6" O.G. AT LAPS, 2 ROW5 12' O.C. STAG INFIELD. TIN TAGGED TO ROOF SHEATHING, CEMENTIOUS TILE OVER *30 FELT TO CONFORM W/ ASTM D 226, TYPE '1 OR ASTM D 4869, TYPE *1 57ANDARD5 ROOF SHEATHING ( SEE OUTRIGGERS TO BE TWICE THE STRUCT. DW55. FOR PLYWOOD DISTANCE OF OVERHANG (SEE SHEATHING, NAIL SPACING AND STRUCT. DWGS. FOR SIZE 4 TYPE). ATTACHMENT) Ix2 P.T. 2x6 PRE -PRIMED HEM-FIR FASCIA 2x8 CONST. GRADE ROUGH EE LEV.SAWN U CEDAR FASCIA (5EE STRUCT. DWGS. FOR ATTACHMENT) PRE-ENG Wp. TRU55 24" P.GOL MAX. STUCCO SOFFIT NOT LESS THAN 10'-8" BRG. HGT. 1/2" TOTAL THICKNE55 OVER FELT MTL, LATH, LAPPED NOT LE55 �' THAN 1" 4 FAST W/ 3/5" HEAD SEE ENERGY CODE FORMS FOR GALv. NAILS (2 PER 5F MIN.) INSULATION R-VALUE5. 7z/ PROVIDE CONT. 4' WIDE SCREENED VENTS W/ WIRE ME5H OL 5'-0" WDW HD, HGT. CORROSION RE515TANT 115" MAX OPNG. THROUGHOUT ALL 5/5" GYPSUM BOARD OR 1/2, ELEVATIONS. 45 PER FBC R806. HIGH STRENGTH GLG. BOARD (SEE ROOF PLAN FOR IX2 FIRE -STOP vENTILATION REO. 4 CALCSJ _ R-4.I 13ATT. INSUL, BOND BEAM (SEE STRUCT. _ DWGS FOR SIZE AND REINFJ LU[Nr-)OLJ ATTACHM:F=NT AS PER 2x4 NAILER �J�-� MANUFACTURES SPECIFICA IONS PRECAST LINTEL (SEE STRUCT. DWGS. FOR 51ZE AND REINF.) FORMED AND POURED CONCRETE SILL (SEE STRUCT. a. 5/5" THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY OR STONE VENEER ATTACHED PER MANUF. RECOMMEND. S" GMU (SEE STRUCT DWGS. — FOR vERT. AND HORIZ. REINF.) STUCCO STOP GRADE 4. a e ,. a 0 a DWGS. FOR RE INFJ ,Ix2 P.T. FURRING STRIPS -w 24" O.G. 1/2" GYP. WL. BD. WOOD SA5E lammim I -STORY GABLE BLOCK WALL CEMENTIOU5 TILE OVER *30 FELT TO CONFORM W/ ,45TM D 226, TYPE *1 OR ASTM D 4869, TYPE *1 STANDARDS ROOF SHEATHING (SEE STRUCT. DWGS. FOR PLYWOOD SHEATHING, NAILING SPACING AND TYPE). Ix2 P.T. 2x6 PRE -PRIMED HEM -FIR FASCIA ELEV. 2x5 CONST. GRADE ROUGH SAWN CEDAR FASCIA (SEE STRUCT. DWG5. FOR ATTACHMENT) STUCCO SOFFIT NOT LESS THAN 1/2" TOTAL THICKNESS OVER FELT MTL. LATH. LAPPED NOT LESS THAN 1" 4 FAST W/ 3/8' HEAD GALV. NAILS (2 PER SF MIN.) PROVIDE CONT. 4" WIDE SCREENED VENTS W/ WIRE MESH CORROSION RESISTANT 1/&' MAX OPNG. THROUGHOUT ALL ELEVATIONS. AS PER FBC R806. (SEE ROOF PLAN FOR VENTILATION REQ. 4 CALCSJ —2x4 NAILER O �I ? - 5/5' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY OR STONE VENEER ATTACHED PER MANUF. RECOMMEND. 8" GMU (SEE STRUCT DWGS. FOR vERT. AND HORIZ. REINF.) STUCCO 5TOP A R C H I T E C T S Design coup Ina. 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SPECIALTY ENGINEERING CONSULTANTS INC. L599 SW 30TH AVE., SUITE #20 BOYNTON BEACH, FL33426 PH: 561-752-5440 FAX: 561-752-5542 SUHDIV. & LOT: RIVERBEND LOT 25 PROJECT# 03303.025 MODEL BARRINGTON 6513 " P LAN 4" GARAGE sWING: RIGHT PAGE: MONOLITHIC 1- STORY WALL SECTIONS ARdHUFRtTAK STATE MICHAR a DATE: 05/23/14 SCALE: 3/4"=1'-O" SHEET D 3 ROOF TILE SHALL BE ATTACHED PER PRODUCT APPROVAL OR PER F.IB.C, OR W/ 2-IOD PLATED STEEL GUN NAILS PER TILE. THE EAVE TILE SHALL BE ATTACHED W/ A 4" HEAD LAP OR ATTACHED W/ FORMED STEEL GRIP CLIPS CENTERED 4 3/4' FROM THE NOSE OF EACH TILE. THE CLIPS SHALL BE 0.043' THICK BY 1/2" WIDE, GALVANIZED STEEL, ATTACHED W/ 1-10D GALVANIZED STEEL HAND- DRIVEN NAIL LOCATED I" FROM THE 9O° BEND IN THE CLIP. THE CLIP SHALL BE EMBEDDED IN MASTIC APPLIED TO ROOFING, AT THE NAIL LOCATION. CEMENT ROOF TILE OVER 90* FELT BACKNAILED 12" O.G. HOT MOPPED ON 30* FELT UNDERLAYMENT TIN CAPPED 6' O.G. AT LAPS. 2 ROWS 12' O.G. STAG INFIELD, TIN TAGGED TO ROOF SHEATHING. GEMENTIOUS TILE OVER *30 FELT CEMENTIOUS TILE OVER 030 FELT TO CONFORM W/ A5TM D 226, TYPE TO CONFORM W/ A5TM D 226, TYPE *1 OR A57M D 4869, TYPE *1 *1 OR ASTM D 4869, TYPE *1 STANDARDS STANDARDS ROOF SHEATHING (SEE ROOF SHEATHING (SEE STRUCT. DWGS. FOR PLYWOOD STRUCT. DWG5. FOR PLY SHEATHING, NAIL SPACING AND SHEATHING, NAIL SPACING AND TYPE). TYPE). EMBED. STRAP (SEE STRUCT FOR PRE-ENG WC). TRUSS 24" O.G. MAX.- TYPE, SIZE, * OF NAILS 4 DETAILS). TRUSS HEEL TRUSS HEEL PRE-ENG WD. TRUSS CLAY BIRDSTOP CEMENT MORTAR TO COMPLETELY — SEAL EAVE 24' O.C. MAX. CLAY BIRDSTOP CEMENT 21 -8 2ND FLR, MORTAR TO COMPLETELY BRG' HGT. SEAL EAVE GALV. METAL GALv. METAL DRIP EDGE SEE ENERGY CODE FORMS DRIP EDGE Ix2 P.T. FOR INSULATION R-VALUES. lx2 P.T. 2x8 CON57. GRADE 5/W GYPSUM BOARD 2x8 CONST. GRADE ROUGH SAWN CEDAR 4 2x6 OR 1/2' HIGH STRENGTH ROUGH SAWN CEDAR 4 2x6 PRE -PRIMED HEM -FIR FASCIA CLG, BOARD PRE -PRIMED HEM -FIR FASCIA (SEE STRUCT. FOR ATTACHMENT) 1x2 FIRE -STOP (SEE STRUCT. FOR ATTACHMENT) BOND BEAM (SEE STRUCT. STUCCO SOFFIT NOT LE55 THAN DUGS FOR SIZE AND REINFJ STUCCO SOFFIT NOT LESS THAN 1/2 TOTAL THICKNESS OVER FELT MTL. LATH. LAPPED NOT 1/2" TOTAL THICKNESS OVER R-4.1 GATT. INSUL. FELT MTL. LATH. LAPPED NOT LESS THAN 1" 4 FAST W/ 3/8' HEAD GALV. NAILS (2 PER SF MIN.) PROVIDE CONT. PRECAST LINTEL (SEE STRUCT. LESS THAN 1" 4 FAST W/ 3/5' DES, FOR SIZE AND REINFJ HEAD GALV. NAILS (2 PER SF MIN.) PROVIDE s 4' WIDE SCREENED VENTS W/ CONT. 4" WIDE SCREENED WIRE MESH CORROSION RE515TANT 1/8' MAX OPNG. THROUGHOUT ALL ELEVATIONS. WINDOW ATTACHMENT AS VENTS W/ WIRE MESH PER MANUFACTURES CORROSION RESISTANT 1/5' SPECIFICATIONS MAX OPNG. THROUGHOUT ALL Ij,- AS PER FBC RSO6. (SEE ROOF °' ELEVATIONS. AS PER FBG PLAN FOR VENTILATION REQ, 4 CALC5J FORMED AND POURED R806. (SEE ROOF PLAN FOR VENTILATION REQ. 4 CALCSJ CONCRETE SILL (SEE STRUCT. DUGS. FOR REINFJ 5/5" THICK, 3 COAT CEMENT -` PLASTER APPLIED DIRECTLY TO MASONRY OR STONE VENEER ATTACHED PER MANUF, RECOMMEND. LEDGER (SEE STRUCT. DWGS.— FOR ATTACHMENT) BOND BEAM (5EE STRUCT. - DWGS FOR SIZE AND REINF) Ix2 FIRE -STOP 5/5" THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY OR STONE VENEER ATTACHED PER MANUF. RECOMMEND. STUCCO STOP GRADE SUBFLOOR (SEE STRUCT. DUGS. 5/8" THICK, 3 COAT CEMENT FOR THICKNESS, ATTACHMENT PLASTER APPLIED DIRECTLY AND NAILING SCHEDJ TO MASONRY OR STONE VENEER ATTACHED PER MANUF. RECOMMEND. 12'-4' 2ND FLOOR TRUSS TOP OF 5CND (SEE STRUCT. DWGS. BEAM FOR ATTACHMENT) iv-a- CLG. HGT. 5/0, GYPSUM BOARD BOND BEAM (SEE STRUCT. - OR 1/2' HIGH STRENGTH CLG. DWGS FOR SIZE AND REINR) BOARD 8'-0' WDW - - — HD. HGT. IX2 FIRE -STOP �a w Q 4R r.w -w ° a ° R-4.1 (BATT. INSUL. PRECAST LINTEL (SEE STRUCT. DWGS, FOR SIZE AND REINFJ WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS .f ro ROOF TILE SHALL BE ATTACHED PER PRODUCT APPROVAL OR PER F.B.C. OR W/ 2-14D PLATED STEEL GUN NAILS PER TILE, THE EAVE TILE SHALL BE ATTACHED W/ A 4' HEAD LAP OR ATTACHED W/ FORMED STEEL GRIP CLIPS CENTERED 4 3/4" FROM THE NOSE OF EACH TILE. THE CLIPS SHALL BE 0.043" THICK BY 1/2' WIDE, GALVANIZED STEEL, ATTACHED W/ 1-10D GALVANIZED STEEL HAND- DRIVEN NAIL LOCATED 1' FROM THE 3O° SEND IN THE CLIP. THE CLIP SHALL BE EMBEDDED IN MASTIC APPLIED TO ROOFING, AT THE NAIL LOCATION. CEMENT ROOF TILE OVER 90* FELT SACKNAILED 12' O.C. HOT MOPPED ON 3V FELT WNDERLATMENT TIN GAPPED 6" O.G. AT LAPS. 2 ROWS 12' O.C. STAG INFIELD. TIN TAGGED TO ROOF SHEATHING. 2x8 CONST. GRADE ROUGH SAWN CEDAR FASCIA ROOF SHEATHING (5EE SECURED W/ (3) 16d NAILS STRUCT. DWG5. FOR PLYWOOD CEMENTIOUS TILE OVER *30 ROOF SHEATHING (SEE SHEATHING, NAIL SPACING: AND TYPE). FELT TO CONFORM W/ ASTM D STRUCT. DUGS. FOR PLYWOOp ELEv. vARIES 226, TYPE *1 OR ASTM D 4869, SHEATHING, NAIL SPACING AND OUTRIGGERS TO PER ELEV. SEE ELEV. TYPE *1 5TANDARDS TYPE). TWICE THE SHEETS FOR GABLE ELEv. vARIES DI DIOF OVERHANG (SEE EMBED. STRAP (SEE HEIGHT PER ELEV. SEE ELEV. STRUCT. DWGS. FOR STRUCT FOR TYPE, SIZE, Ix2 P.T. SHEETS FOR GABLE ATTACHMENT) " OF NAILS 4 DETAILS). 1-IEIGHT 2x8 CON5T. GRADE SEE LEV. ,. 2x8 GONST. GRADE ROUGH SAWN 2x4 BLOCKING ROUGH SAWN CEDAR 4 2x6 PRE -PRIMED HEM -FIR FASCIA CEDAR 4 2xb PRE -PRIMED SEE E EV- BETWEEN TRUSSES (SEE STRUCT. FOR ATTACHMENT) HEM -FIR FASCIA (SEE STRUCT. FOR A7 FIRST TWO 21'-8' 2ND FLR. STUCCO SOFFIT NOT LESS THAN ATTACHMENT) 21'-8" 2ND FLR. SRC. HGT. lAT SHEATHING BRG. HGT. 112' TOTAL THICKNESS OVER OUTRIGGERS TO BE TWICE SEAMS) SEE ENERGY CODE FORMS FELT MTL. LATH. LAPPED NOT THE DISTANCE OF OVERHANG (SEE FOR INSULATION R-VALUE5. LESS THAN 1' 4 FAST W/ 3/6' STRUCT, DWGS, FOR ATTACHMENT) HEAD GALV. NAILS PRE-ENG WC). TRU55 PRE-ENG WD. TRUSS 5/8' GYPSUM (2 PER SF MIN.) PROVIDE 24' O.G. MAX. STUCCO SOFFIT NOT LESS 24' O.C. MAX. BOARD OR VENTS W/ WIRE MESH CONT. 4' WIDE SCREENED VE CONT. 2x4 RAT RUN THAN 1/2" TOTAL THICKNESS CONT. 2x4 RAT RUN 1/2' HIGH STRENGTH CORROSION RESISTANT I/8° (SEE 5TRUCT. DWGS.) OVER FELT MTL. LATH. (SEE STRUCT. DUGS.) CLG. BOARD LAPPED NOT LESS THAN 1" 4 MAX OPNG. THROUGHOUT ALL SEE ENERGY CODE FORMS FAST W/ 3/8' HEAD GALV. "' SEE ENERGY CODE FORMS Ix2 FIRE -STOP ELEVATIONS. AS PER FBC FOR INSULATION R-vALUES. NAILS (2 PER SF MIN.) , FOR INSULATION R-VALUES. BOND BEAM (SEE STRUCT. R806. (5EE ROOF PLAN FOR 5/8" GYPSUM BOARD PROVIDE CONT. 4" WIDE DWG5 FOR SIZE AND REINFJ VENTILATION REQ. 4 CALC5.) OR 1/2" HIGH STRENGTH CLG. SCREENED VENTS W/ WIRE 5/8' GYPSUM BOARD BOARD MESH CORROSION OR 1/2" HIGH STRENGTH BOND BEAM (SEE STRUCT. IX2 FIRE -STOP RESISTANT I/B' MAX OPNG. g. CLG. BOARD DUGS FOR 51ZE AND REINFJ THROUGHOUT ALL R-4.1 BATT. INSUL, ELEVATIONS. AS PER FBC 1x2 FIRE -STOP R-4.1 BATT. INSUL. PRECAST LINTEL (SEE STRUCT. RSO6. (SEE ROOF PLAN DWGS. FOR SIZE AND REINFJ FOR VENTILATION REQ. 4 CALC5.) WINDOW ATTACHMENT AS PER BOND BEAM (SEE STRUCT. MANUFACTURES SPECIFICATIONS DWGS FOR SIZE AND REINF.) lx2 FIRE -STOP FORMED AND POURED R-4.1 BATT. INSUL. CONCRETE SILL (SEE STRUCT. DWG5. FOR REINFJ 5/6" THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY OR STONE VENEER ATTACHED 4 PER MANUF. RECOMMEND. 5UBFLOOR (SEE STRUCT. SUBFLOOR (SEE STRUCT. SUBFLOOR (SEE STRUCT. DWGS. FOR THICKNESS, ATTACHMENT AND NAILING 5/8' THICK, 3 COAT CEMENT zmmm PLASTER APPLIED DIRECTLY DWGS. FOR THICKNESS, ATTACHMENT AND NAILING DWGS. FOR THICKNESS, ATTACHMENT AND NAILING SGHED.) TO MASONRY OR 5T0>vdE VENEER SHED•) SCHED.) ATTACHED PER MANUF. RECOMMEND. zmm dL 12'-4" LEDGER (SEE STRUCT. DU sS. 12'-4'2ND FSTRUCT. OIL 12'-413 BEA OF $ONO FOR ATTACHMENT) TOP OF BOND (SEE DUl1,65. SEAM FOR ATTACHMENT) TOP OF $ONO BEAM CLG. HGT. CLG. HGT. CLG. HGT. BOND BEAM (SEE STRUCT. BOND BEAM (SEE STRUCT. 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH DWGS FOR SIZE AND REINFJ 5/8' GYPSUM BOARD OR 1/2, DUGS FOR SIZE AND REINFJ HIGH STRENGTH CLG. BOARD 5/8' GYPSUM BOARD OR I/2" HIGH STRENGTH CLG. BOARD IX2 FIRE -STOP — - - 8'-0" WDW CLG. BOARD HD. HGT. \ Ix2 FIRE -STOP R-4.1 BATT. INSUL. i R-4.1 BATT. INSUL. FORMED AND POURED 5/8" THICK, 3 COAT CEMENT CONCRETE SILL (SEE PLASTER APPLIED DIRECTLY STRUCT. DWGS. FOR REINFJ TO MASONRY OR STONE VENEER ATTACHED PER MANUF. RECOMMEN 8" CMU (SEE STRUCT DWGS. FOR VERT. AND HORIZ. Ix2 P.T. FURRING REINFJ STRIPS e 24" O.C. 14 P.T. FURRING 8" CMU (SEE 5TRUCT DWGS. STRIPS w 24' O.C. FOR VERT. AND HORIZ. REINFJ ° 1/2' GYP. WL. SD. ua 1/2' GYP. WL, BD. WOOD BASE d w WOOD BASE 01 il STUCCO STOP °® ~ —w -� FIN. ° FIN. FLR. GRADE q°' MONOLITHIC GONG. FOOTING ° °. ° ° —MONOLITHIC CONC. FOOTING (SEE STRUCT. PLANS FOR SIZE ° °.: a . (SEE STRUCT. PLANS FOR AND REINF.) a ° SIZE AND REINF.) a 2—STORY FIR,ST FLOOD, BLOCK SECOND FLOOR BLOCK 5GAL.E: 3/4" =1'-0" R-4.1 BATT. INSUL. PRECAST LINTEL (SEE STRUCT DWG5. FOR SIZE AND REINFJ WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS � e 5/W THICK, 3 COAT CEMENT FORMED ANp POURED 5/8" THICK, 3 COAT lit PLASTER APPLIED DIRECTLY CONCRETE SILL W/ (2)N_5 CONT. CEMENT PLASTER TO MASONRY OR STONE VENEER APPLIED DIRECTLY ATTACHED PER MANUF. RECOMMEN TO AS NNR7 O NE STOENEER 8' CMU (SEE STRUCT pWaS. ATCD HER FOR VERT. AND HORIZ. REINFJ MANUF. RECOMMEND. Ix2 P.T. FURRING STRIPS o 24" O.C. a 1/2" GYP. WL. BD. a w z Q w WOOD BASE z 0 N �� CU] �0 -w io0 -w 0 ~ 0'-OII 0 I. STUCCO STOP FIN. FLR. STUCCO STOP 4. '.d q 4 q GRADE GRADE 9 ° MONOLITHIC CONC. FOOTING (SEE STRUCT. PLANS FOR SIZE e ° AND REINF.) . 2—STORY FIRST FLOOR BLOCK SECOND FLOOD �r— BLOCK FIRE -STOP 8" CMU (SEE 5TRUCT DWGS. FOR VERT. AND HORIZ. REINFJ 1x2 P.T. FURRING STRIPS e 24' O.C. 1/2' GYP. WL. BD. WOOD BASE 0'-0" FIN. FLR. MONOLITHIC CONC.. FOOTING (SEE STRUCT. PLANS FOR SIZE AND REINFJ A R C H I T E C T 5 Oruro uinc -1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SPECIALTY ENGINEERING CONSULTANTS INC. 1599 SW 30TH AVE., SUITE #20 BOYNTON BEACH, FL 33426 PH: 561-752-5440 FAX: 561-752-5542 SVHDIV. 8c LOT: RIVERBEND LOT 25 PROJECT# 03303.025 MODEL: BARRINGTON 6513 "PLAN 4" GARAGE SWING: RIGHT PAGE: MONOLITHIC 2—STORY WALL SECTIONS ARCHITECT- STATE OF FLORIDA AY 262014 MICHAEL HURT AR No. 000837 DATE: 05/23/14 SCALE: 3/4"=V-0" SHEET D4 A R C 8 I T E C T 5 42" HIGH jk EL, 12'-4 3/4" FIN15H SECOND FLOOR EL. O'-O FINI5HI FLOOR SLAB aSTAIR SECTION SCALE: 6513 RAIL 012X2"WD. SCREWS WALL SPACER 2x4 STUDS -s 16' O.C. 2x8 BLK,G. 5Y BUILDER DRYWALL WALLMOUNT RAIL 4 STUDS 16' O.C. KS BL<G w/ 3 d NAILS A. END 5LOCK.ING DETAIL PRODUCTION RAILING SYSTEM RAILING SYSTEM TO COMPLY WITH THE FLORIDA BUILDING CODE RESIDENTIAL - 2010 - IN ACCORDANCE WITH SECTION - R312 MAX RADIUS AT NOSING 9/Ib' 3/4'-I I/ ' 2 1/2" X 1 3/8" BALUSTER ATTACHED USING (3) 010 X 3 1/2' SCREWS RAIL 1 3/8" x 5 1/4" BALUSTERS SPACED TO REJECT A 4' SPHERE NOTE: STAIRS RISERS TO CONFORM TO F5C 2010 3/16" MAX, vARIATION IN RI5ER5/TREAD5 ADJACENT TO EACH OTHER 3/5' MAX. VARIATION IN ANY R15ER/TREAD HANDRAIL CIRCULAR CRO65 SECTION DIA. TO 5E 1 3/4' +-1/4" OR PROVIDE EQUIVALENT 6RA5PA51LITY WINDERS- MIN. 6' WIDE m NARROW END MIN. 11" WIDTH a 12' FROM NARROW END 34' MIN. HANDRAIL HGT_ NOTE: SEE STAIR MANUFACTURES SHOP DRAWINGS FOR MORE INFO AND EXACT DETAILING 1 1/4' X 1 1/4' 5ALU5TER ATTACHED TO FASCIA AND RAILING USING A TITEBOND WOOD GLUE OR EQUIv, AND NAILED W/(2) - 2" 16S NAILS TOP AND BOTTOM. 1 1/16" X 9' FASCIA ATTACHED USING 010 X 1 3/4" SCREWS NOTE: THIS RAILING SYSTEM 15 DESIGN TO RES15T A LOAD OF 50 PLF FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES, FBC-SECTION R44031,3b.1 2010 ED. ?INGER I1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SPECIALTY ENGINEERING CONSULTANTS INC. 1599 SW 30TH AVE., SUITE #20 BOYNTON BEACH, FL 33426 PH: 561-752-5440 FAX: 561-752-5542 SUBDIV. & LOT: RIVERBEND LOT 25 PROJECT# 03303.025 MODEL• BARRINGTON 6513 "PLAN 4" GARAGE SWING: RIGHT PAGE: STAIR SECTION & DETAILS ARCHITECT STATE OF FLORIDA w MAY 2 6 2014 DATE: 0 5,23 %14 SCALE: AS NOTED SHEET D 5 ELECTRICAL LEGEND 5YM50L DEFINITION NOTES I 125v OUTLET QUIPED WITH GROU FAULT IN7ERUPTEUPTER / 20 AMP (TAMPER RESISTANT TYPE) QUIPED WITH 110v OUTLET PTE FAULT R RESISTANT (TAMPER RESISTANT TYPE) 110v OUTLET QUIPED WITH INTERUGi FAULT PTE 12 OF OUTLET WIRED TO SWITCH (TAMPER RESISTANT RRESIPTAN TYPE) QUIPED WITH GROUNC 110Y OUTLET FAULT INTERUPTER fTAMPERSISTANT GFI T 220V OUTLET A WIRE CONNECTION GFI WATERPROOF GROUND FAULT INTERRUPTER OUTLET N- V SWITCH SWITCH 3-WAY OPER. SWITCH 4-WAY OPER. 1{ WALL MOUNTED LIGHT J CEILING LIGHT lO VAPOR PROOF LIGHT Vf, `o- RECESSED CAN 1 GFM PER ® VENT. FAN 50. FT. VENT. FAN W/LIGHT I G PER sG7. FT. o 2' LIGHT STRIP 4'LI34T STRIP OOQOfJ000 2' RECESSED 2-5UL5 WRAP ® FLUORESCENT LIGHT AROUND 0 PANEL METER BATT. BACK-UP �/•�� SMOKE DETECTOR W/ HARDWIRE INTERCONNECTED GATT. BACK-UP W/ S/GO CARBON MONOXIDE! HARDWIRE INTER - CONNECTED SHALL SMOKE DETECTOR Cava BE A DISTANCE OF NOT LESS THEN 4' FROM WALL . TELEPHONE JACK WATER HEAT. WH DISCONNECT A/G AIR. COND. DISCONNEG Ty, TELEVISION JACK CEILING BOX REQ. TO O J-BOk BE SUPPORTED IN COT�ANCE W/ BO MARKED AS SUCH FOR INSPECTION CEILING BOX R> BE SUPPORTED IN CEILING FANiLIGHT CORDANCE W/ 50BO MARKED AS SUCH FOR INSPECTION OPTIONAL SECURITY KP KEYPAD PUSH- BUTTON FOR CHIMES IRRIGATION TIMER AND EXTERIOR MOUNTED WEATHEP' 1 CONTROL BOX PROOF LOW VOLTAGE BOX CABLE /TV MOUNTEWEATHER Cfi BOX PROOF LOW YBOX PHONE / DATA EXTERIOR WALL MOUNTED WEATHER EE BOX LOW VOLTAGE CHIME CHIME, VERIFY MOUNTE HEIGHT IN FIELD Ij I' FLOOD LIGHT PENDANT LIGHT NOTES: • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO BE VERIFIED 0 HOMEOWNER PRE -CONSTRUCTION MEETING. • 20 AMP DEDICATED LAUNDRY CIRCUIT / REF. • GFI Q ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL BATHROOM EXAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT.(FBC 2010,RE51DENTIAL CODE TABLE M15013) LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS SINGLE STATION SMOKE DETECTORS TO HAVE BATTERY BACK-UP AND TO BE CONNECTED AT HEAD OF ANY SWITCH INTER CONNECT ALL SMOKE DETECTORS 50 OPERATION OF ANY OF THEM SHALL CAUSE THE ALARM SOUNDING DEVICES ALL SMOKE DETECTORS WITHIN THE DWELLING UNIT TO SOUND • SINGLE STATION SMOKE DETECTORS SHALL BE INSTALLED MIN. 3' FROM ANY A/C REGISTER, BATHROOM OR 'KITCHEN DOORS, CONTRACTOR TO VERIFY IN FIELD • SMOKE DETECTOR SHALL BE PROVIDED IN EACH BEDROOM AND HALLWAY. IT SHALL BE +-44RDWIRED , AND HAVE BATTERY BACKUPS. • CARBON MONOXIDE / SMOKE DETECTOR COMBO SHALL BE INSTALLED WITHIN 10' OF BEDROOMS. • ALL OUTSIDE DEVICES 4 COVERS NEED TO SE WEATHER RESISTANT PER NEC 2008 • ALL 15A 4 20A RECEPTACLES SHALL BE TAMPER RESISTANT PER NEC 2008 (3) * 1/0 THHN/THWN COPPER CONDUCTORS, (1) 41 G THHN/THUJN COPPER GROUND IN 211CON1:>UIT. NEMA3R COMBO DISCONNECT AND M METER CAN CABLE / Tv POWER COMPANY 300 WEATHER AMP. PROOF BOX - TRAN5FORMER HEDATA WEATR _ PROOF BOX — — — — — — — — — — — — — — — — — — — — - I I I I IN5TAL4 AT (o' A F. FAMILY � �I�TV TV ROOM I I--------------- ' COVERED 150 AMP 150 AMP LANAI 120/240 VOLT 120/240 VOLT _ 42 C RCOUITS 42 CIRCOUITS �Y1 �°) �0N O� O } I L—/}-------------- \\ —J r:�_ CUILET_N�_ 74FFFF SERVICE BY OTHERS L- NTER$Y5TEM BONDING TERMINAL AT LOW VOLTAGE (3) * 2/0 THUJN GRADE LINE CONNECTIONS IN 2"CONDUIT. PROVIDE 04 THHN/THWN COPPER CONNECTED TO CONCRETE ENCASED FOOTER STEEL AND TO COLD WATER PIPE PER NEC; 2005 250. NOTE: IF PVC IS USED THERE IS NO BOND/GROUND TO COLD WATER PIPE. 5/5"DIA X SFT LONG GALV. GROUND ROD FLEE, fR1C,AL fRI5EfR NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVI51O1N5 OF THE NATIONAL ELEC. CODE, LOCAL GODES, AND THE LOCAL POWER CO. BUTLER PANTRY -PROVIDE COMPLETE ALARM 5Y5TEM PER MANUFACTURER'S SPECS LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE #D2) HOUSE PLAN; 1 6513 IMODEL 5284 SQ. FT. GENERAL LIGHTING X 3 VA. PER SQ. FT. 15852 2 20AMP APPLIANCE CIRCUITAT15DOVAEA. 3,000 1 LAUNDRY CIRCUIT AT 1,500 1 RANGE AT NAMEPLATE RATING ORCOOKTOP/OVEN 12,000 1 WATER HEATER 4,500 1 DISHWASHER 1,200 1 CLOTHES DRYER 5,000 1 DISPOSAL 500 1 MICROWAVE 1,500 1 REF. 1,200 SUBTOTALOFGENERAL LOAD 46252 00% GEN ERAL LOAiAT659/o 10,000 GENERAL LOAD 36252 VA.X 0.4 14500.8 TNET GEN ERAL LOAD e10 24,S01 EAT PUMP #1 P X 240 VA 6720 HEAT PUMP #MP X 240VA 5040 LECTRIC HEAT 6500 5 KW ELECTRIC HEATAT 65% 3250 NET GEN ERAL LOAD 24,501 NETTOTALHEAT 21510 TOTAL LOAD 46,011 FUTURE GROWTH 10 9/0 1 4601.08 CALCULATED LOAD FOR SERVICE 50,612 VA/ 240 V= 300 AMP SERVICE REQUIRED 210 AMP NOTE: ALL BREAKERS SERVING HABITABLE RECEPTACLES SHALL BE ARC-FAULTTYPE PER NEC 210 12 REQUIREMENTS. NEUTRAL CALCULATION: LIGHTING, APPLIANCE, LAUNDRY LOADS: 3000VA @ 100%, REMAINDER @ 35% NETLOAD RANGE: 12,000 @ 70% DRYER: 5,000 @ 70% TOTAL N EUTRAL AMPACITY: 18,489/240 = 78 A #2 AL MIN IMUM NEUTRALCONDUCTOR. 14,283 VA 6,949 VA 8,400 VA 3,500 VA 18,849 VA NOTE: ALL BRANCH CIRCUITS IN ALL HABITABLE ROOMS ARE TO BE PROTECTED BY AN ARC -FAULT INTERRUPTER LISTED TO PROVIDE PROTECTION OF ENTIRE BRANCH CIRCUIT INSTALL 10" BELOW CLG. �'0 0 ' 1 I Il A GFI — — — — — — — — — — — — — — rt INSTALLED 3' 114 3 -- : --_ ------ \ z BELOW COUNTER VP L QO°Y L7 '°°��` ---�� .� rN I OFFICE I lip CFI°°( DEN HGT AS PE r - 7 ' '" - _ i (� I, I MANUR SPE F6f' 5U ITCH OUTLET L - �- FOR HOOD I INSIDER INSTALLED 3" J-BOX FOR I L aIN IBELOW COUNTER MORNING I Q BATH�A1v- �1.� I #4 LIGFI°� ROOM } o OUTLET / I W MICRO 4 I FOR DW' / - --1 L_ -- f 4 DISP. ' H OD ARV. /b__,LJ r, 'r.FI KITCHEN ' lb� 'HALL 4 Is (9 0 `^-3EDROOM -Xr~ --*GF1 I I PROVIDE OFT.FAN PANTRY FOR PWDR. GFI tA LAUN. I I I I `0) HALL 1 D. W. I - — - -- GPI �I ' "< I TV r°� / PANEL PANEL —. ll 3 3-�F - - m �' J / / GFI W�4 8 A r-------------- / \ I \ � P.S. FOR I �� / s GARAGE DINING STOR. �DR. OPENER' GARAGE \ Y - FOYER i l WALL + MOUNTED I I TO LIGHT AFCI 5.D. FIXTURES ABOVE GFI GE IL ING TO LIGHTS .\ OUTLET FIXTURES GFI L-------------J AT CENTER CEILING OF FOYER OUTLET �f- - - - - - - - - - - - - - - - �- II` — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — T COACH WP LIG.H GFI — — — — — — — ---� ------------ LIVING P$ FOR COVERED ` CHIMES ENTRY-- L ---- ELECTRICAL FIRST FLu"u`R PLAN ELE T 99 99 WIP GFI IGOND� �COND� METER FIELD VERIFY LOG. PROVIDE SURGE PROTECTOR AT MAIN SERVICE PANEL. COACH LIGHT LIGHT A R C N IT E C T S Design Group Inc 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SPECIALTY ENGINEERING CONSULTANTS INC. 1599 SW 30TH AVE., SUITE #20 BOYNTON BEACH, FL 33426 PH: 561-752-5440 FAX: 561-752-5542 SUBDIV. & LOT: RIVERBEND LOT 25 PROJECT# 03303.025 MODEL: BARRINGTON 6513 "PLAN 4" GARAGE SWING: RIGHT PAGE: ELECTRICAL FIRST FLOOR PLAN ARCHITECT: STATE OF FLORIDA V AY 2 6 2014 MICHAEL HURTAK LilliI AR No. 0008374 J DATE: 05/23/14 SCALE: 1/4"=1'-0" SHEET Et A R C H I T E C T S Design G ro u p I nc. 11 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SPECIALTY ENGINEERING CONSULTANTS INC. 1599 SW 30TH AVE., SUITE #20 BOYNTON BEACH, FL33426 PH: 561-752-5440 FAX: 561-752-5542 SUBDIV. & LOT: RIVERBEND LOT 25 PROJECT# 03303.025 MODEL: BARRINGTON 6513 "PLAN 4" GARAGE SWING: RIGHT PAGE: ELECTRICAL SECOND FLOOR PLAN ARCHITECT: STATE OF FLORIDA 2 6 2014 MICHAEL HURTAK AR No. 0008374 DATE: 05/23/14 SCALE: 1/4"=1'-0" SHEET E / GATE VALVE (TYP.) HEAT TRAP ROUTE PIPING TO DRAIN ON GRADE 2" DEEP GALV. 5TEEL-`-�a DRAIN PAN (24 GA.) OR PLASTIC SLEEVE AND SEAL DRAIN PIPING THRU WALL. PROVIDE MESH SCREEN ON OUTLET OF PIPE- v,4CUUM RELIEF v,4LvE EXPANSION TANK TEMP E PRESS. RELIEF VALVE- A.51"I-E. ROUTE PIPING FULL SIZE TO DRAIN PAN. DISCHARGE SHALL BE INSTALLED IN A MANNER THAT DOES NOT CAUSE PERSONAL INJURY TO OCCUPANTS IN THE IMMEDIATE AREA OR STRUCTURAL DAMAGE TO THE BUILDING. TEMP. CONTROL VALUE DETAIL (TY" Ir N.T.S. PLUMBING LEGEND COLD WATER 51LIPPLY - - o HOT WATER SUPPLY WASTE A/C LINES FROM UNIT TO CON3)EN5ER WILL BE RUN OVERHEAD O O O I I I I I I I I I I Val PROVIDE VALVES FO EXTERIOR 1/2" H.B WER 5HO$ w/ V.B. 1 --------------------- I I I II I III I FAMILY ROOM I 1 I I)I I I I� I I I I I I L--------------------- I AIR I r ADMITTANCE vALvE II II SINK I I ♦ 2" I I DUJ. ;( 1/2" , KITCHEN vs --- - REF- --� --- --- 1/2 iTLER i \ NTRY PANTRY HALL CASUAL DINING PWDR. STOR. �� I 2' VENT UP THRU ROOF i I I I I 3" WASTE STACK DN. DINING I FROM 2ND. FLOOR I I i TRUSSES I I II 11 FOYER I I II I I 1/2" N.B. L------- ---- w/ VB. I - II r-------------� II I I II I I --------------- ---- - LIVING I I I I I I FIRST COVERED LANAI 2 2' VENT STACK UP THRU ROOF 3 IWaTH I I 1 i/2" i HALL II 1/2" F------I F------ sHwR OFFICE I I I \ 12" `/ENT STACK I DEN IUPITHRU ROOF I -2" L----J ----� 2 6 lit" I I 3 3 LAv. I i i BATH I 1 ---J L---5 1 I II i UL STOR. 1/2"I/z" I - i/z - V VENT STACK ' LAUN.' z, UP THRU ROOF 1/2" _ D. 1 W-1 _ LF �3/ ' F _2" 2" 23/4' WH 2" VENT STACK 3/ UP THRU ROOF o UP TO ABOVE PIPE P t T RELIEF CEILING I PIPE TERMINATE 6' ABOvE F.F. 4 j GARAGE ---------- COVERED ENTRY , I 1 SHUT OFF vALVE 2 WAY C.O. ON RISER 1' Cw SERVICE 12" ABOVE SANITARY SEWER. SEE CIVIL 4" SANITARY ' M DWGS FOR CONT. SEWER. SEE CIVIL e DWG5 FOR CONT. WATER METER TO BE INSTALLED BY MUNICIPALITY � coND� � coND� 1/2, H.S. W/ v.B. A R C H I T E C T S -111 Design Group ln�. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SPECIALTY ENGINEERING CONSULTANTS INC. 1599 SW 30TH AVE., SUITE #2f BOYNTON BEACH, FL33426 PH: 561-752-5440 FAX: 561-752-5542 SUHDIV. & LOT: RIVERBEND LOT 25 PROJECT# 03303.025 MODEL: BARRINGTON 6513 "PLAN 4" GARAGE SWING: RIGHT PAGE: PLUMBING FIRST FLOOR PLAN ARCHITECT- STATE OF FLORIDA MAY 2 6 2014 MICHAEL HURTAK AR No. 0008374 DATE: 05 /23/14 SCALE: 1/4"=1'— 0" SHEET 11116. � I A R C H I T E C T S PLUMBING LEGEND �•�■�•�•�•�'� COLD WATER SUPPLY .. � .. � m m � HOT WATER SUPPLY WASTE A/C LINES FROM UNIT TO CONDENSER WILL 5E RUN OVERHEAD 1/2" 1/2' H DRESSING I I II II II 2 MASTER 2' vENT STACK BATH I r _L___— UP THRU ROOF i 2" I I I I I I 2 2 SETS OF I I „ vALvES I L - J I�III US DEN j W.I.C. 112' 311 W.I.C. 1/2 -- I ---=--------- '---r------�- -i- r ILAv. .]II .j 11 -- -- - mill • �jl I -I /711 I/4 1311 W.0 13 --- 1/2 LAY. BATH #- W.c. L 2" VENT STACK UP THRU ROOF � I I I I - 1�— —�3/4' HALL II II a I 2' vENT UP THRU ROOF 3" WASTE STACK STEP DOWN TO IST. FLOOR 2" vENT STACK I UP THRU ROOF I II 3/4' UP FROM 15T FLOOR N BONUS ROOM x 2' VENT STACK UP THRU ROOF I W.I.C. I I I 3 - - - - 2 II \\ - - � - =Y 3/4 LAv. II 2 311 AY. — 2" VENT UP THRU ROOF 1/211 3' WASTE STACK STEP 1/2 DOWN TO 15T. FLOOR I2" vENT STACK UP THRU ROOF BEDROOM #3 BEDROOM #4 BATH 1/2 "W.G. -ice ' 2 11 SHWR I I I I I I I I I I I i I I I -_------------ I I I I I ---------------- I L----------------L i I I I I I I I I I I Design Group)„e. 1'4'41 IN. RVIVHLV nLMUMIY DLV U. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SPECIALTY ENGINEERING CONSULTANTS INC. 1599 SW 30TH AVE., SUITE #20 BOYNTON BEACH, FL33426 PH: 561-752-5440 FAX: 561-7525542 SVHDIV. & LOT: RIVERBEND LOT 25 PROJECTyj# 03303.025 MODEL: BARRINGTON 6513 "PLAN 4" GARAGE SWING: RIGHT PAGE: PLUUMBING SECOND FLOO PLAN ARCHITECT: STATE OF FLORIDA [V(A-u� M AY 2 6 2 014 MICHAEL HURTAK AR No. 0008374 DATE: 05/23/14 SCALE: 1/4"=1'-0" sEIEET P 2 CONDENSING UNIT SCHEDULE - SELECTION BASE ON COMPRESSOR DATA FAN MOTOR EFFICIENCY ELECTRICAL DATA DESIGNATION NOM TONS MODEL NUMBER URA RLA H.P. AMPS SEER COP VOLT PHASE MCA MOCP WT(LBS) DIMENSION (L X W X H) HP• 1 &2 4.0 CH14NA0480OG 21.8 117.0 114 1.40 14.0 NIA 23011 28.7 50 221 31 3/16 X 313116 X 31 13116 AIR HANDLING UNIT SCHEDULE SELECTION BASE ON FAN DATA FAN MOTOR CAPACITIES (MBH) STRIP HEATER (AUX) ELECTRICAL DATA DESIGNATION NON TONS MODEL NUMBER HEATER CFM CFM OA EXT SP IN H.P. AMPS COOLING COOLING COOLING HEATING HEATING HEATING K.W. STEPS VOLT HTR AMPS MCA MOCP WT. (LBS) DIMENSION(H X W X D) SUPPLY WG TOTAL SENS. LAT. TOTAL HSPF TOTAL PHASE AHU-1&2 4.0 FB4CNP060 SKW 1600 ----- 0.3 3/4 1 6.0 44.5 34.125 10.375 45.0 8.0 25.9 7.8 1 230/1 32.0 48.5 50 157 49 518 X 21 1/8 X 22 1/16 PLENUM: 19"X12" S/A SUCTION LINE: 7/8" COPPER W/3/4" CLOSED CELL INSULATION LIQUID LINE: 3/8" COPPER CONDENSATE: 3/4" PVC SCHEDULE 40 NOTES: 1. POWER AND CONTROL WIRING BY E.C. 2. EXHAUST FANS SUPPLIED AND INSTALLED BY E.A. 3. ROUTE CONDENSATE DRAIN LINE TO PERVIOUS AREA. 4. ALL REGISTERS MIN. 8" OFF WALL. 5. ALL CONDENSATE LINES TERMINATE MIN. 12" OFF WALL. 6. ALL CONDENSERS UNIT MIN. 12" CLEARANCE OFF EXT. WALL AND BETWEEN EACH OTHER. 7. ALL HORIZONTAL PRIMARY CONDENSATE DRAINS TO BE INSULATED WITH 1/2" THICK ARMA FLEX 8. ALL CONDENSING UNITS TO BE MIN 5 FEET FROM PROPERTY LINE 9. THERMOSTATS TO BE DIGITAL PROGRAMMABLE.. APPR( TIE DI ONE( 2-1/4" 2-1/4" GALV. CLIPS FLA PRODUCT APP.# FL14239 L CEILING STRUCTURE REF. LINES LINE TRAP CU MOUNTING DETAIL l" SLAB T MIN FLOOD LEVEL ELEVATION �- � SUPPLY AIR DUCT WATER SENSOR SWITCH ATTACHED AHU TO SECONDARY DRAIN OF AHU. SENSOR SWITCH IS WIRED INTO SYSTEM CIRCUIT TO SHUT SYSTEM OFF IF ALERTED BY SENSOR, THAT WATER LEVELS ARE HIGH. RETURN AIR ALUMINUM METAL STAND T- SWITCH WATER SENSOR DETAIL THE DESIGN PLANS AND SPECIFICATIONS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY, AND ARE THE SOLE PROPERTY OF ENGINEERED AIR, LLC. AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF ENGINEERED AIR LLC. DRAWING IS DIAGRAMMATIC AND ACTUAL LAYOUT \, CAN CHANGE DUE TO FIELD CONDITIONS. FLEX DUCT LOCATION SHOWN IN PLAN /S SCHEMATIC AND TO BE ADJUSTED AT JOB SITE TO ACCOMMODATE FIELD CONDITIONS. DUCT WORK DESIGNED AS PER ACCA MANUAL D. / EF-1 BROAN #784 @ 80 CFM W/4" Q� V.T.O. ENERGY STAR 4"MIN. 4"MFN, PROVIDE 4" MIIN`IMUM CLEAR -ACE ON ALL SIDES OF AHU CLOSET INT DIM TO BE 12" WIDER THAN AHU AS PER M1305.1.1 V V . JJ IYJJL _llll BALCONY L 2ND FLOOR HVAC Digitally signed by Dennis Duff Dennis ON:i Dennis Duff, > o=Engngineered Air LLC, :ou=License CAC045860, email Dennisd@engineeredairl 1USDufDate: 2014.03.25 10:42:58 -04 00 CEILING STRUCTURE WATER SENSOR SWITCH ATTACHED TO SECONDARY DUCT DRAIN OF AHU OUTLET R/A AHU#1 WIRED INTO FAN CONTROL REF. CIRCUIT TO SHUT OFF UNIT LINES -,,,_,.WHEN WATER REACH TO COND. SWITCH. LINE AHU fL STAND �— BY G.C. T- SWITCH WATER SENSOR DETAIL F 2XI2-IW 200 CFM L —t— FAMILY ROOM 7 RANGE VENT 810 V.T.O. TO WALL CAP 0 6X6-IW 10 CFM FIOXIO--1tW 150 CFM DINING 12X12-1W 225 CFM MORNING ROOM 1OX10AW } 00 CI v IOXIO-I W 100 CFM HALL STOR.- FOYER II F12X12-IW 225 CFM — LIVING— — r IOXIO-4W r 175 CFM COVERED ENTRY COVERED II LANAI BAATTH I L OFFI E DEN J EF 1 D co ®Q IOX10-1W „O 1125 CFM BATH L 5 SO CF M 01 IO�O J J 6X6- IW 10 CPM mpi 1�IF , DRYER W/DRYER BOX 74X7 RA &4"0V.T.O, A/11 ON STAND MCEILING FILTER AT UNIT O CLOSET DOOR TO BE 100% SEALED GARAGE 1ST FLOOR HVAC 0X10 REELINE RA/ A/C # 1 COND. LINE rERMINATE MIN. 12" OFF WALL PLAN HISTORY PLAN STARTED 03.25.14 0 Lj w w Z � J DRAWING INFO CONTRACTOR INFO: 2520 N. ANDREWS AVENUE POMPANO BEACH, FLORIDA 33064 PHONE: (954) 974-7277 FAX: (954) 973-I883 STATE OF FLORIDA LICENSE # CAED458GO STANDARD PACIFIC WATERCREST BARRINGTON DRAWINGSCALE: LOTNUMBER: 3/16"=1'-0" 25 DRAWING: COMPLETED BY: JOSE V. DRAWING CHECKED BY: CHRIS W. DRAWINGNDMBER: I PAGE DESIGNATION: J 208872-R M 1 MARK ST2 STi COLUMN SCHEDULE SIZE & BASE PLATE PLATE OR DESCRIPTION REINFORCEMENT 4Y X 3h" X A' STEEL TUBE Y2" x 3Y" X A" STEEL TUBE e (6) #5 VERTICAL & DOWELS (8) #5 VERTICAL & DOWELS 812° 0 CONC. COL #3 TIES 0 12" O/C C1 i6" 0 CONC. COL #3 TIES 0 12" O/C FOUNDATION NOTES 1 — FLOOR SHALL BE 4" THICK CONCRETE SLAB WITH 6x6 W1.4xW1.4 WWM OVER 6 MIL VAPOR BARRIER, ON COMPACTED FILL. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2 — TOP OF FINISHED SLAB SHALL BE t0'-0". 3 — COLUMN AND FOOTING CENTERUNES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4 — REFERENCE ELEVATION t0'=0 SEE SURVEY PLOT FOR NGVD. 5 — PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6 — PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7 — COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8 — SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9 — WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURERS SPECIFICATIONS. 10 — SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11 — 0 INDICATES #5 BAR, r INIDICATES #6 BAR, FU INDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION, BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90' HOOK. BARS SHALL BE PLACED AS SHOWN IN THE PLANS. 12 — SPLICES IN REINFORCING BARS SHALL NOT BE LESS THAN 48 BAR DIAMETERS (#5 = 30", #6 = 36"), AND REINFORCING SHALL BE CONTINUOUS. 13 — RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON AN ALLOWABLE SOIL BARING CAPACITY OF 2,500 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE 14 — VERTICAL REINFORCING IN CMU SHALL BE #5's AS SHOWN ON THIS PLAN. UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS. D) ALL CORNERS 15 — STRUCTURAL DESIGN IS IN ACCORDANCE WiTH A.C.I. 530-08/ASCE 5-08, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530—OB/ASCE 5-06, USING: frn = 1,500 PSI, TYPE S MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16 — A SPECIAL INSPECTOR SHALL INSPECT ALL REINFORCED MASONRY STRUCTURE AS REQUIRED BY FBC R4407.5.4, SAID INSPECTOR SHALL ONLY BE AN ARCHITECT, ENGINEER, OR THEIR DULY AUTHORIZED QUALIFIED REPRESENTATIVE. FOOTING SCHEDULE MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM—i606 16" CONTINUOUS CONTINUOUS i6" — (2) #5's DBL WWM 60" PERIMETER (+)0'-0" CW-16X16 16" i6" — (2) #5's — (+)O' O" FM-20x12 20" CONTINUOUS CONTINUOUS CONTINUOUS CONTINUOUS 36' 12" — (2) #5's DBL WWM 60" PERIMETER (+)0' 0" FM-20x16 20" 16" — (2) #5's — (+)0'-0" FMC-20x16 20" 16' — (2) #5's #5 IN CURB VARIES FMC-36xl6 36" 16" #5's 018" Q/C (3) #5's #5 IN CURB VARIES F-360602 36" 12" (3) #5's (3) 15's — (+)O'-0" F-48x48xl6 48" 48" 16 (4) #5's (4) #5's — (+)0'-0" F2-48x4Bx16 48" 48" 60" 16" (4) #5's (4) #5's — (—)1'-0" BELOW GRADE F2-6Ox6Ox12 60" 12" (5) #5's (5) #5's — (—)i'—O" BELOW GRADE F2-6Ox6Oxi6 60" 600 16" (5) #5's (5) #5's — (—)1'—O" BELOW GRADE TE-1 8" SEE PLAN 8" — (1) #5's — (—)0'-6" TE-2 12' SEE PLAN 8" — (2) #5's 1 (+)0'-0" PROVIDE CORNER BARS, SAME SIZE AND QUANTITY AS BAR IN FOUNDATION, WITH 30 LEG EACH WAY. ffi 0 T N 21'-4" 10'-8" 10'-8" C2 O 14"x14" CONC. COL (8) #5 VERTICAL & DOWELS #3 TIES 0 12" O/C C3 O 8"x12" CONC. COL (4) #5 VERTICAL & DOWELS #3 TIES 63'-0" FM-200 6 I r— — — — — — — — — — I (2) #5's IN GROUTED CELLS, BELOW WINDOW SILL. I I I I I I I I I I I I I I I I to I" �I I� 0 �I I I I I I L (2) #5's x 6'-0" CRACK BARS I POSITIONED IN THE MIDDLE OF SLAB TYPICAL 0 INSIDE REMARK 41'-8" INSPECTOR NOTE STRUCTURE WAS DESIGNED BASED ON THE 2010 FLORIDA RESIDENTIAL BUILDING CODE, HVHZ SECTIONS 00 SECONDARY 4" CONC. SLAB 1 W/ THICKENED EDGE. F------0 " 15'-S" 20 21'-8" ---`--- TE-1 ---r- ❑, ❑ --------TE-1 ----- 0 0 `ro ao I o to „I " W L— --J� " of �L--I � o I o w d I 13'-2" — 8'-1Z" —i' B'-8" �13'-3" I I I FM-20x16 FM-2006 FMC-20x16 0 U Yw I N 6 <. 80'�� O ~ 30" I +r " 22'-4' TE-2 1 — — — — CORNERS AND AS SHOWN. I I 3 L -1 (1) #5 IN GROUTED20 I CELL, BELOW WINDOW SILL. N a _ ' x I PLACE ELEC. CONDUIT _ x I C----------------= FOR KITCHEN ISLAND. I _ �t 0'-0" ST1 TO'Y P OF SLAB - I I � u^ irLr I I�% it rrlu..a o X L---J� I " I N I I WDl WDl o-}- I CW-16x16 - - - - CW-20xi6 x 7 14,-11" 6'-11"- 2x4 WOOD BEARING WALL I o } 0-0 \ W/ SYP No.2 STUDS 0 16" O/C \ N dx WD1 I 19'-8" 8'-10" - 30i - FF-\ L Ja 21'-4" N I I� o I I a I (2) #5's x 6r-o" gRACK BARS POSITIONED IN THEI MIDDLE OF I I SLAB TYPICAL 0 INSIDE (i) #5 IN GROUTED COr CORNERS AND SHOWN. CELL, BELOW WINDOW SILL. I I N N _ I I � ST2 I I, ---_-- � - - r� 6 -11' FM-20x16 - C3 NI ❑ I X L�_ —J I _ � FM-200 6 BEAM WALL ABOVE El El 0 O I (1) #5 IN GROUTED N O r - - " CELL, BELOW WINDOW SILL. I I' I I I o _— ..... ......... L----- —J FM-20x16 L - Ell I I I I I I I I I I I 1111110 0 " 7,-q„ 7,-6„ 15'-5° �22 15'-0" - 4+ :FMC-20x16 —LUX io 0 I O E 1 � q _ FM-20xl6 66 ( o FM x 6 FMC-20x16 El Ci El 12'-10"-( 2'-4":�1 ( 2,-4„ I I E I so TE-i Jq L- -J — 63'-0" SECONDARY 4" CONC. SLAB W/ THICKENED EDGE. r 20'-8" T M R x N in FOUNDATION PLAN — B SCALE: 1/4" = l'—O" The use of these specifications and plans shall be restricted to the original client and site for which they were prepared. Any reproduction or distdbution is expressly limited to such use. Any other reproduction, reuse, or disclosure by any method, in whole or in part, is prohibited. These drawings and specifications contain proprietary infonndon and title remains with Specialty Engineering Consultants, Inc. Z z O f- � z Un LIJ QO z Q z Z LJ O Z = L Q C/l Z O W J LLJ z O m Of 0 Ln Q z O W J N m Li Q � D O ~ O IL LC) I'1 N Q z O QJ J o Of L CD Z (z, E):� J 0 — mO 0 z w z z Q Q 0 w M Li O Q�� l NEER�yc Q O Z y ,c as ay Out SLR SPECIALTY ENGINEERING CONSULTANTS, Inc 1599 SW 30th AVE. SUITE #20 BOYNTON BEACH, FL 33426 DADE - BROWARD - PALM BEACH FL. CA. #009217 561 - 752 - 5440 OFFICE 561 - 752 - 5542 FAX FILE NAME. struct-6513-ABDesi n SCALE 1/4"=1'-Or' DATE 5/26/14 RV'D. BY G.McD. DRWN. BY G.McD. REVISION MAY 2 7 2014 SEAL GARY McDOUGLE, PE FL #56214 D. MARK LeBLANC, PE FL #35683 SHEET # OF S1 10 L PLACE STEEL AS DEPICTED HEREINRCING (L2) P ti $ RRI F = FILLED W/ GROUT OQE� U = UNFILLED # OF #5's IN \OVA 0 NOWIDTH / 2ND BOND BEAM COURSE 8F16-1T/1M/0B NOMINAL HEIGHT # OF #5's, TOP # OF #5's, BTM BOND BEAM COURSE PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT THAT XFXX-1T/1M/OB INDICATES A DOUBLE BOND BEAM and XFXX-1T/OM/OB INDICATES A SINGLE BOND BEAM 8-10" SLOT . ❑❑ REFER TO ARCH. FOR ARCH PROFILE (KUUl lu rLUry Il4(000H ADDITIONAL STEEL REINF. IS NOT REQUIRED UNLESS SPAN IS GREATER THAN 7'-0". IF SPAN > 7'-0" PROVIDE (1) #5, HORZ., EXTEND 3" OVER SUPPORT 14 ARCH FRAMING, METHOD #1 S-2 SCALE: 3/4" = 1'-0" I I II I I 11 11 I STEEL REINF. OF 1 BOND BEAM I I II 1 I I I I I I I I 1 I NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING. 2. IF REQUIRED PLACE #5 BAR IN LINTEL, FOR L2 DESIGNATION ONLY. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE THE BOTTOM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. 806 DBL. 8x8 BOND BEAM BOND BEAM W/ (1) #5 BAR ❑ TOP OF W/ (1) #5 BAR TOP OF :.�' BOND BEAM EACH COURSE BOND BEAM TOP GROUT SOLID FROM1 LINTEL TO TOP OF BOND BEAM OF OPENING Bx8 PRE -CAST CONCRETE SEE NOTE 5 LINTEL W/ (1) #5 BAR (L2) LENGTH OF BAR = WIDTH OF OPENING - 2" 'I OR 8x8 PRE -CAST CONCRETE LINTEL, W/O STEEL (Li) REFER TO PLAN FOR TOP LOCATIONS OF OPENING 13 MASONRY BEAM DESIGNATION S-2 SCALE: 3/4" = 1'-0" #5 E #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM 10 CORNER REINFORCING OF BOND BEAM S-2 J SCALE: 3/4" = 1'-0" _ STEEL R'CINF. OF BOND BEAM VERIFY HEIGHT OF WALL W/ PLAN PROVIDE MID -HEIGHT BLOCKING 1/2" 0 MIN. EXPANSION BOLT PLACED 32" O/C - W/ 3x3 OVERSIZED WASHERS 4" THICK CONCRETE SLAB AND CONT. WALL FOUNDATION SEE SCHEDULE. SINGLE #5 CORNER BAR, 3Ox30 TURNED UP or TURNED DOWN INTO FILLED CELL PROVIDE #5 BAR y AT EACH SIDE OF ELEVATION CHANGE 15 CHANGE IN ELEVATION OF BOND B S-2 SCALE: 3/4" = 1'-0" STEEL SHIMS MAY BE USED TO LEVEL AND PLUMB COL. SHIMS DO NOT NEED TO BE REMOVED. GROUT SHALL BE PLACED UNDER PLATE, TIGHT. STEEL COL. SEE SCHEDULE FOR DETAILS 2" DEEP RECESS MIN. FILL AND LEVEL W/ NON-SRINK GROUT (2) LAYERS OF W.W.M. SEE PLAN FOR REQUIRED AREA SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY 16 TYPICAL INTERIOR STEEL COLUMN FO LAP TOP PLATE A MIN, OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. LAP TO OCCUR OVER STUD 2x4 or 2x6 WOOD BEARING WALL W/ SYP - NO2 STUDS 0 16" O/C SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE USP SPTH4 or SPTH6 BTM AND TOP PLATE ANCHORS W/ 10d x 1i" OALV. COMMON NAILS FILL ALL HOLES, DO NOT USE 10d x 3" t 0'-0" —��—•--� TOP OF SLAB rl SEE SCHEDULE FOR AND BAR QUANTITY 11 INTERIOR FOUNDATION U S-2 / SCALE: 3/4" = 1'-0" OUTER 1/3 uplift 1. IN -0STUD NOTCHING AND BORING LIMITS S-2 J SCALE: 1" = 1'-0" EDGE >5/8" UD EXTENSION OF MONOLITHIC FOUNDATION TO SUPPORT WALL EXTENSION. SEE PLAN FOR SIZE a ADDITIONAL STEEL REINFORCING TO EXTEND INTO EXTENSION AND BACK INTO MAIN FOUNDATION, SEE PLAN FOR SIZE, LENGTH, AND QUANTITY MAIN STEEL REINFORCING CORNER BARS REQUIRED BUT NOT SHOWN ❑ MONOLITHIC FOUNDATION EXTENSION S-2 SCALE: 3/4" = V-0" FOR MASONRY UNITS T ELEV: (-)1j" RECESS AROUND GARAGE DOOR OPENING SCALE: 3/4" = 1' IT IS THE INTENT OF THIS DETAIL TO PROVIDE SOLID MASONRY FOR A DISTANCE OF APPROXIMATELY 6" BELOW THE WINDOW SILL SO AS TO FACILITATE A VERTICAL SHUTTER INSTALLATION AND TO MINIMIZE MOISTURE INTRUSION. THIS DETAIL SHALL BE APPLIED EVERYWHERE UNLESS AN ALTERNATE DETAIL (POURED SILL, BOND BEAM, OR OTHER) IS SPECIFIED. IN ADDITION, THIS DETAIL SHALL BE APPLICABLE IRREGARDLESS OF A SECTION DETAIL BEING SHOWN ON THE PLAN. PRECAST CONC. WINE SILL TO BE SET ON A FULL BED OF MORTAR IF REQUIRED DAMPEN THE SILL AND/OR CMU TO MINIMIZE MORTAR SHRINKAGE i ♦ +a 34" cc M a: • a: IN LIEU OF A PRECAST SILL A POURED SILL MAY BE USED SO LONG AS THE DEPTH IS AS SHOWN AND A #5 BAR IS PLACED FOR A DISTANCE OF AT LEAST WIDTH - 6" PLACE MORTAR INTO CORE OF MASONRY FOR A DEPTH OF NOT LESS THAN 6". MORTAR SHALL BE PACKED "TIGHTLY". DO NOT INSTALL ANY TYPE OF BOND BREAKER (CAVITY CAPS) INSTEAD USE AN ALTERNATE METHOD SUCH AS WIRE SCREEN OR OTHER. TYPICAL MASONRY WINDOW SILL CONSTRUCTION S-2 SCALE: 1-1/2" = V-C" STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS � r I It MOMENT TRANSFER REINFORCING SEE PLAN FOR SIZE, LENGTH, QUANTITY AND SPACING II (MAY NOT BE REQUIRED BASED ON ANALYSIS) I ¢ w m :I II 2/LAYERS OF W.W.M. (6x6, W1.4xW1.4) 60" MIN. 0 PERIMETER N I P 0'-0" - - - -- TOP OF SLAB TOP OF RECESS 1 1 N (� 4" THICK CONCRETE SLAB WITH 6x6 0O g II la W1.4xW1.I WWM SUPPORTED 3'-0" 0/C, E.W. OVER 6 MIL VAPOR BARRIER, ON COMPACTED FILL SEE SCHEDULE FOR AND BAR QUANTITY EXTERIOR MONO -FOOTING S-2 SCALE: 3/4" = V-0" STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS I I II I II � w I m II (1) #5 BAR IN TOP II % 2 LAYERS OF W.W.M. (6x6, W1.4xW1.4) OF CONC. CURB II 60" MIN. ®PERIMETER 1-1/2" I t 0'-0. (+— ) TOP OF SLAB -._ ......... __ ____.... 1 TOP OF RECESS I (-)VARIES 1 TOP OF GARAGE z ;) 4" THICK CONCRETE SLAB WITH 6x6 W1.4xW1.4 WWM SUPPORTED 3'-0" O/C, E.W. ref `- OVER 6 MIL VAPOR BARRIER ON COMPACTED FILL SEE SCHEDULE FOR WxD RAP SIZE r2WrOff MONO -FOOTING @ GARAGE S-2 SCALE: 3/4" = 1'-0" STEEL REINFORCING dN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS I 8" CMU III ^ II I a I I �7 �I w a � L; I II I, (� TOP OF RECESS I * FtFt 1 2 LAYERS OF W.W.M. (6x6, W1.4xW1.4) 60" MIN. 0 PERIMETER .I SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY t 0'-0" TOP OF SLAB 4" THICK CONCRETE SLAB WITH 6x6 W1.4xW1.4 WWM SUPPORTED 3'-0" 0/C, E.W. OVER 6 MIL VAPOR BARRIER, ON COMPACTED FILL "ISOLATED" COLUMN PAD CENTERED UNDER WALL AND POURED MONOLITHICALLY WITH FOUNDATION AND SLAB 30" MONOLITHIC FOOTING MIN. EACH WAY j-------------------"-------- I---------------- II II-------------- �1 f-+------------------------ I II — — — — — — — — — — I I I I I I I FM CORNER BARS, SAME SIZE AS BAR I I I j IN FOUNDATION WITH 30" LEG EACH j I 1 WAY AT ALL CHANGES IN DIRECTIONS SO THAT THE STEEL REINF. IS CONTINUOUS I I I I MATCH AMOUNT OF CONTINUOUS BARS I I I I I I I I � CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT. SEE SCHEDULE I II I I I I I I WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING DIFFERENT NUMBER 1 i OF CONTINUOUS BARS PROVIDE THE LEAST NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO rT"�\ MONOLITHIC FOUNDATION CORNER BARS DETAIL S-2 / SCALE: 3/4" = V-0" The use of these specifications and plans shall be restricted to the original client and site for which they were prepared. Any reproduction or distribution is expressly limited to such use, Any other reproduction, reuse, or disclosure by any method, in whole or in part, is prohibited. These drawings and specifications contain proprietary information and title remains with Specialty Engineering Consultants, Inc. Z O cQ L C_ 0 Z ,J Q W W S 0 (n z O Q W _J W Z O 1— lY m O Z U Ln J LL1 N 0 W m Of L 0 p O ~ W > D_ :2_j IZ n O L0 W N z O _ O Q J LL_ z O O m O z O z w z 0 Q (D W 0 Q U SPECIALTY ENGINEERING CONSULTANTS, Inc 1599 SW 30th AVE. SUITE #20 BOYNTON BEACH, FL 33426 DADE - BROWARD - PALM BEACH FL. CA. #009217 551 - 752 - 5440 OFFICE 561 - 752 - 5542 FAX FILE NAME. struct_6513-ABDesign SCALE 1 /4' =1 —Or DATE 5/26/14 RV'D. BY G.McD. DRWN. BY G.McD. REVISION MAY 2 7 2014 SEAL GARY McDOUGLE, PE FL #56214 D. MARK LeBLANC, PE FL 35683 SHEET # OF S2 10 S-2 ) SCALE: 3/4" = 1'-0" s BB2 BEAM SCHEDULE MARK DESCRIPTION f'c (psi) SIZE W" x H" REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING LO MASONRY 3000 Bx8 — — — N/A — UNFILLED L1 MASONRY 3000 Bx8 — — — N/A — GROUTED SOLID L2 MASONRY 3000 Bx8 (1) 15 - - N/A - GROUTED SOLID 881 MASONRY 3000 8x8 - (1) #5 - N/A - - BB2 MASONRY 3000 806 (1) #5 (1) #5 - N/A - - TB1 CONCRETE 3000 8x12 (2) #5 (2) #5 - N/A - - 1B1 CONCRETE 3000 8x24 (2) #5 (2) #5 (2) #5's #3 16" O/C FOR POSITION - 182 CONCRETE 3000 8x22 (2) #5 (2) #5 - #3 (4) 0 9" 0/C, F.E.S. - 1B3 CONCRETE 3000 16x27 (3) #5 (3) #5 (2) #5 13 8" 0/C, T.O. - 1B38 CONCRETE 3000 19x27 (3) #5 1 (3). #5 1 (2) #5 13 B" 0/C, T.O. - 1B4 CONCRETE 3000 1602 (3) #5r(2)#5 - 13 8" 0/C, T.O. - 1B5 CONCRETE 3000 8x17 (2) #5 - #3 7" O/C, T.O. — 186 CONCRETE 3000 8x23/27 (2) #7 — #3 (7) ® 8" 0/C, F.E.S. SEE NOTE #1 BELOW 1898 CONCRETE 3000 8x36 (2) #5 2 5#3 10" 0/C, T.O. — RB3 CONCRETE 3000 16x8 (3) #5 — N/A — — INDICATES OPENING BELOW / T.O.B.= TOP OF BEAM / B.O.L.= BOTTOM OF LINTEL / T.O.A.= TOP OF ARCH / T.O.S.= TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S.= FROM EACH SUPPORT, T.O. = THROUGHOUT NOTE 1. WHERE THE 1136 INCREASES IN DEPTH FROM 23 TO 27", MAINTAIN THE TOP #8's ALL THE WAY ACROSS AND ADD (2) #5's INTO THE ADD'T 4". FRAMING NOTES 1 — U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HLTPTA75 WITH (20+2) 10d x 11" GALVANIZED NAILS. SMALL JACKS < 9' MAY BE NAILED W/ (10+2) 10d x 1 1" NAILS CONCRETE TO FLOOR TRUSS: USP LPTA WITH 10d x 1Y2" GALVANIZED NAILS WOOD TO WOOD: USP RT16A OR RT16-2 W/ 10d X 1}" GALVANIZED NAILS, FILL ALL HOLES 2 — ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE %" (1%2") APA RATED EXPOSURE 1 CDX. 3 — ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE Y4" ft") APA RATED EXPOSURE 1 CDX GLUED AND NAILED TO TOP OF TRUSS WITH ADHESIVES MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4 — ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5 — LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST—CRETE CONCRETE LINTELS. 6 — BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPANS OPENINGS. 7 — LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8 — THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THIS ENGINEER'S REVIEW AND APPROVAL. 9 — PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X—ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" 0, 2j" LONG, WITH WASHER 0 16" O.C. 10 — NAIL SPECIFICATIONS: 8d COMMON NAILS — 0,151" 0 x 2j" LONG, 8d RING SHANK NAILS — 0.131" 0 x 2%"10d COMMON NAILS — 0.148" 0 x 3" LONG, AND 10d STRAP NAILS — 0.148" 0 x 11" GALVANIZED 11— TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12— WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13— ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR, UNLESS NOTED OTHERWISE. 1ST LIFT BEAM PLAN - B The use of these specifications and plans shall be restricted to the original client and site for which they were prepared. Any reproduction a distributian is expressly limited to such use. Any other reproduction, reuse, or disclosure by arty method, in whole or in part, is prohibited. These drawings and specifications contain proprietary Information and title remains with Specialty Engineering Consultants, Inc. Cn W O 0 I< LL l z 0 m Lj— o L Q J Z w 4-1g LJ (n z In Cn z 0 Q w J W z O_ m Q O Ln 0 LL z Q0 W J m O W N Of W W >_ lZ 0 in W N Z 0 _ J O 0'- Q W Z Z 0 O 0 M 0 L� 0 z w z Z 3: I— Q CD LIJ Q (� I NEFR�yc Q � o — z y ,c Ou l SLR SPECIALTY ENGINEERING CONSULTANTS, Inc 1599 SW 30th AVE. SUITE #20 BOYNTON BEACH, FL 33426 DADE — BROWARD — PALM BEACH FL. CA. #009217 561 - 752 - 5440 OFFICE 561 - 752 - 5542 FAX O MAY 2 7 2014 SEAL GARY McDOUGLE, PE FL #56214 D. MARK LeBLANC, PE FL 5683 SHEET # OF S3 �0 REVISION FILE NAME. struct_6513_ABDesi n SCALE 1/4n=lr_Orr DATE 5/26/14 RV'D. BY G.McD. DRWN. BY G.McD. SCALE: 1/4" = 1'-0" BTM. OF EL: NOTES 1. ALL STEEL TO BE A36 2. ALL WELDS TO BE CONTINUOUS 3. ALL ELECTRODES TO BE 70XX 4. PAINT FINAL ASSEMBLY, PRIOR TO INSTALLATION W/ A PAINT HAVING 95% ZINC OXIDE CONTENT. 5. DESIGN IS PREDICATED UPON 2—PLY ROOF GIRDER. TRUSS ENGINEER SHALL REVIEW SCHEMATIC AND PROVIDE APPROPRIATE FRAMING. SHOULD ANOTHER CONFIGURATION BE MADE NOTIFY THIS ENGINEER FOR A REVISED DETAIL. 6. SECURE BUCKET TO WALL W/ J" 0 HILTI KWIK 3 BOLTS, 5" MIN. EMBED. 7. SECURE GIRDER TO BUCKET W/ J" 0 A307 THROUGH BOLTS B. NOTIFY THIS ENGINEER OF ANY DISCREPANCIES 9. THERE IS A LEFT AND RIGHT BUCKET REQUIRD, RIGHT SHOWN 10. BUCKET IS GARAGE IS A LEFT, VERIFY WIDTH 0 EL: 8'-0" 0 HOLE FOR J" 0 HOLE FOR f 0 HILT] KWIK 3 BOLT, 5" MI . EMBED 0 A307 BOLT 4" II 44e 14 STEEL BUCKET S-4 SCALE: 2" = 1'-0" 15 REAR BALCONY SECTION S-4 SCALE: 3/4' = 1'-0" #5 BAR IN BOND BEAM TO RUN CONT THROUGH CONC. BEAM B — — — — — ` I B SECTION B—B I I I (2) #5 BARS PLACED WITHIN 3" OF BTM. OF BEAM CONC. BEAM TO EXTEND 8" MIN. OVER MASONRY TOP 0 EL: TOP 0 EL. I I I I I I 'TOP OF BB1 EL 12'-1" 1D PARTAIL S-4 J SCALE: 1/2" = 1 I I I TOP OF 1B2 I EL: 12'-9" I (1 jI l o Ir I I L2, B.O.L. _ EL: 8'-0" HATCHED AREAS REPRESENT SOLID GROUT. F BEAM @ CHANGE 2x6 PT NAILER SECURED TO FACE OF CMU ulI i/". ,I. .. l3/" T1nnn"IC TOP OF BB2 EL: 10'-8" I I �I I I I 1 I EL: 9'-4" 11 ROOF SECTION @ FRONT ENTRY S-4 SCALE: 1/2" = 1'-0" -r•=1, r J 1 II' II II 1I Ir a n. u u II II II II fi II 16 ,II II - TI 1I it II H � II 11 11 II II ' Ih � II "II 16 11 11 I� II` III x IP 14 11 It II II II II -J 1. ALL BARS TO BE #5, (2) TOP & BOT. 2. ALL BARS TO BE CONTINUOUS 3. #3 HOOPS ARE NOT REQUIRED UNLESS SPAN > 6'-0", THEN #3's ® 6" OC, THROUGHOUT 1. ALL BARS TO BE #5, (2) TOP, BOT, & MID 4. BOT. BARS SHALL EXTEND 6" OVER 2. ALL BARS TO BE CONTINUOUS SUPPORTS 3. #3 HOOPS ARE NOT REQUIRED UNLESS SPAN > 8'-0", THEN #3's 0 12" OC, THROUGHOUT 4. BOT. BARS SHALL EXTEND 6" OVER SUPPORTS A FORMED AND POURED CONCRETE BEAM MAY BE SUBSTITUTED FOR A PRECAST CONCRETE LINTEL AND BOND BEAM AS NOTED HERE OR AS SPECIFICALLY DETAILED ON THE PLAN BY AN ALTERNATE DETAIL (B#), SEE SCHEDULE FOR THESE BEAMS. THE DOUBLE BOND BEAM MAY BE REPLACED BY AN 8X12 TIE BEAM W/ (4) #5's, 2 TOP AND 2 BOT. 12 ALTERNATE CONCRETE BEAM_ S-4 SCALE: 3/4" = 1'-0" ATION TOP OF BEAM EL: 12'-1 " BTM. OF BEAM EL- 10'-8" USP LSTA12, 20 GA W/10d x h" HDG COMMON NAI 5 EACH END, TOTAL OF FLOOR GIRDER 46, SYP, No.2 WOOD POST W/ USP PAU46 POST BASE W/ Ya" 0 x 6" EXP. BOLT, 5 WOOD POST CONNECTIONS S-4 SCALE: 3/4" = 1'-0" SECURE EACH FLOOR TRUSS TO LEDGER W/ (2) USP RT7s, (1) EACH SIDE. FILL ALL HOLES W/ Sd GALV. COMMON NAILS. CONNECTOR IS APPLIED TO TOP OF LEDGER AND SIDE OF FLOOR TRUSS. EL: 12'-4i"FIN. FLR. EL: 12'-1" TOP OF TRUSS 20" DEEP FLOOR TRUSSES ® 24" 0/C. DBL 2x8 PT WOOD LEDGER W/ 3/4" 0 x 9" EXPANSION BOLTS 16" O/C 20 BLOCKING BETWEEN TRUSSES FIRST 20 NAILED W/ 10d COMMON NAILS 4" O/C STAGGERED. SECOND 2x4 NAILED TO FIRST W/ 10d COMMON NAILS 3" O/C STAGGERED AND THEN SHEATHING NAILED TO BLOCKING W/ 8" COMMON NAILS 4" 0/C, STAGGERED (2) FLOOR FRAMING, TRUSSES PERPENDICULAR TO WALL S-4 SCALE: 3/4" = V-0" "61 FLOOR / ROOF SECTION @ GARAGE 5-4 J SCALE: 3/4" = V-O" 2x6 STRONGBACK SECURED TO EACH TRUSS W/ (3) 16d COMMON NAILS j 2x6 PT TERMINATION BLOCKING PROVIDE 2—TRUSS LAP SPLICE SECURED TO WALL W/ (6) his" 0 LOCATED EITHER TOP OR BOTTOM x 4" TAPCONS OF FLOOR TRUSS 2x6 STRONGBACK. FLOOR S-4 / SCALE: 3/4" = V-O" USP LPTA W/ NOT LESS THAN (8) 10d x 1i" GALV. COMMON NAILS WRAP HEEL OF TRUSS W/ 30# ROOFING FELT 3131 BOND BEAM SEE SCHEDULE 2 FLOOR S-4 SCALE: 3/4" _ T.O.B. EL: 12'-9" FIN. FLR. EL: 12'-4-" BTM. OF FLOOR TRUSS EL: 10'-8" 3 r LUUK i S-4 J SCALE: 3/4" = 1 BTM. OF BEAM EL: 10'-2" x 2x4 BLOCKING BETWEEN TRUSSES SECURED TO MASONRY W/ A" 0 x 4" TAPCONS, TWO PER PIECE OF BLOCKING AND THEN SHEATHING NAILED TO BLOCKING W/ 8" COMMON NAILS 4" O/C J" T&G CDX PLYWOOD SHEATHING GLUED AND NAILED WITH 8d l COMMON NAILS ®6" EDGE AND 6" FIELD EL: 12'-4-Y4" FIN. FLR. EL: 12'-1" T.O.B. 20" DEEP FLOOR TRUSS ® 24" 0/C, TRUSS TAIL TO EXTEND AT LEAST 5" ONTO MASONRY. TRUSS TAIL MAY BE TRIMMED AS REQUIRED BUT NOT LESS THAN WHAT IS REQUIRED BY TRUSS ENGINEERING SPECIFIED BEARING EL: 10'—B" ING, TRUSSES PERPENDICULAR TO 2x4 PT BLOCKING BETWEEN TRUSSES SECURED TO MASONRY W/ ji" 0 x 4" TAPCONS, TWO PER PIECE OF BLOCKING AND THEN SHEATHING NAILED TO BLOCKING W/ 8" COMMON NAILS 4" O/C EL 12'-1" T.O.B. (12'-2N" FROM RECESS) 20" DEEPI FLOOR TRUSS 024' OC TERMINATE FLOOR SHEATHING TO DBL 2x8 PT AND 2x4 PT, DBL. 2x8 BOLTED W/ J" 0 EXPANSION BOLT MIN. EMBEDMENT 5" AND SPACED NOT MORE THAN 24" O/C 2x4 NAILED TO DBL 2x8 W/ 16d COMMON NAILS 8" O/C STAGGERED THEN FLOOR SHEATHING NAILED 4" O/C 2 ROWS W/ 8d COMMON NAILS ING, TRUSSES PARALLEL TO WALL TOP OF BEAM 8-6" TAPERED CONC. DECK EL: 12'-5" W/ #5's ® 10" 0/C, EACH WAY BTM. REINF. ` N _I I \I T BTM. OF L2 EL: 7'-4" 4 FLOOR ROOF SECTION @ GARAGE S-4 Y SCALE: 3/4" = 1'-O" FILE NAME. struct_6513-4BDesi n SCALE 1 /4"=1 ' —0" DATE 5/26/14 RV'0. BY G.McD. DRWN. BY G.McD. The use of these specifications and plans shall be restricted to the original client and site for which they were prepared. Any reproduction or distribution is expressly limited to such use. Any other reproduction, reuse, or disclosure by any method, in whole or in part, is prohibited. These drawings and specifications contain proprietary information and title remains with Specialty Engineering Consultants, Inc. z O Q O L� In Z J w L~LJ z O . W J W Z O m H Q CC 0 Lid Z C.D W J m W W N � 0 W W O O O > Of :2 J a—,O Ln CL N z O J O OfQ 0 z z O > o o 0 M O z W z z CD 3S �— 4 z d' 0 z W --J Q��O I NEER�yc -- O z v y y ,c OUI SPECIALTY ENGINEERING CONSULTANTS, Inc 1599 SW 30th AVE. SUITE #20 BOYNTON BEACH, FL 33426 DADE — BROWARD — PALM BEACH FL. CA. #009217 561 — 752 — 5440 OFFICE 561 — 752 — 5542 FAX REVISI MAY 2 7 2014 SEAL GARY McDOUGLE, PE FL #56214 D. MARK LeBLANC, PE FL 5683 SHEET # OF S4 10 ON [::0 ALLOWABLE UPLIFT = 2125 LBS (1 STRAP) 5a ALLOWABLE UPLIFT = 2125 LBS (1 STRAP) 32" �5o ALLOWABLE UPLIFT = 3500 LBS (2 STRAPS) 5b ALLOWABLE UPLIFT = 3500 LBS (2 STRAPS) 19/32" CDX PLYWOOD SHEATHING WITH 8d RING SHANK NAILS ® 4" 0/C. FIELD, EDGES AND ENGINEERED WOOD TRUSSES 4" O/C DIAPHRAGM BOUNDARIES (FASCIA) M 24" 0/C, SUBMIT SHOP DRAWINGS FOR REVIEW 19/32" CDX PLYWOOD SHEATHING WITH 8d 1 or 2 USP HLTPTA75 TRUSS ANCHOR WITH AND APPROVAL RING SHANK NAILS 0 4" 0/C. FIELD, EDGES AND (20+2) 10d x 1}" NAILS TO TRUSS. 2 4" O/C DIAPHRAGM BOUNDARIES (FASCIA) PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. 4 1 or 2 USP HLTPTA75 TRUSS ANCHOR WITH ENGINEERED WOOD TRUSSES 2x6 BLOCKING BETWEEN TRUSSES (20+2) 10d x iZ" NAILS TO TRUSS. ® 24" 0/C, SUBMIT SHOP SECURED W/ (3) 16d COMMON NAILS 12 PROVIDE 5 MINIMUM CONCRETE EMBEDMENT. 4 F_ DRAWINGS FOR REVIEW TOE —NAILED, EACH END. AND APPROVAL BTM. PIECE TO BE PT. 1/4" SIDE PLATE ix2, 2x6 WOOD FASCIA SEE ARCHITECTURALS 2x6 SECURED W/ (3) 16d GALV. COMMON NAILS, 1x2 SECURED W/ 10d GALV. V PLYWOOD SHEATHING 1x2, 2x6 WOOD FASCIA SEE ARCHITECTURALS COMMON NAILS 12" 0/C. NAILED TO ALL MEMBERS 2x6 SECURED W/ (3) 16d GALV. 1/4" W/ 8d COMMON NAILS, 6" O/C. MASONRY BOND BEAM COMMON NAILS, MASONRY BOND BEAM SEE SCHEDULE 1x2 SECURED W 10d GALV. / SEE SCHEDULE COMMON NAILS 12" 0/C. Y4" CAP PLATE 5x5 3j„ x 3�„ x „ A36 STEEL TUBE 1/4" SA SB TYPICAL TRUSS CONNECTORS 1A iB TYPICAL TRUSS CONNECTOR(S) S-5 S-5 SCALE: 3/4" = 1'-0" S-5 S-5 SCALE: 3/4" = 1'-0" 5" 6 ALLOWABLE UPLIFT = 4950 LBS 6a ALLOWABLE UPLIFT = 5170 LBS (2 BOLTS IN TOP HOLES) 6b ALLOWABLE UPLIFT = 12340 (4 BOLTS) 19/32" CDX PLYWOOD SHEATHING WITH 8d RING SHANK NAILS 0 4" O/C. FIELD, EDGES AND ENGINEERED WOOD TRUSSES 4" O/C DIAPHRAGM BOUNDARIES (FASCIA) 0 24" 0/C, SUBMIT SHOP DRAWINGS FOR REVIEW 19/32" CDX PLYWOOD SHEATHING WITH 8d (1) USP HLTPTA75 TRUSS ANCHOR WITH AND APPROVAL RING SHANK NAILS 0 4" O/C. FIELD, EDGES AND 1 4" (20+2) 10d x 1}" NAILS TO TRUSS. 12 4" O/C DIAPHRAGM BOUNDARIES (FASCIA) PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. 4 F-- BASE PLATE 1000 2x6 BLOCKING BETWEEN TRUSSES 1 or 2 USP HLTPTA75 TRUSS ANCHOR WITH ENGINEERED WOOD TRUSSES 1. ALL STEEL TO BE A36 SECURED W/ (3) 1 COMMON NAILS (20+2) 10d x 11" NAILS TO TRUSS. 1 0 24" 0/0, SUBMIT SHOP 2. ALL ELECTRODES TO BE 70XX EN TOE —NAILED, EACH END. _ MINIMUM CONCRETE EMBEDMENT. � PROVIDE 5 4 DRAWINGS FOR REVIEW 3. ALL WELDS TO BE CONTINUOUS BTM. PIECE TO BE PT. AND APPROVAL 4. PAINT W/ A PAINT HAVING A 95% ZINC OXIDE CONTENT. 1� 5. ALL HOLES TO BE %" 0 FOR %" 0 x 8" EXP. BOLT. 42, 2x6 WOOD FASCIA SEE 6. SECURE COLUMN TO FOUNDATION W/ %" 0 x B" ARCHITECTURALS 2x6 MIN. BTM. CHORD USP USC53 STEEL CONNECTOR EXP. BOLTS, 6" MIN. EMBED, 1 4„ 2x6 SECURED W/ (3) 16d GALV. FOR GIRDERS WITH J" 0 HILITI KWIK 3 BOLTS 7. DESIGN IS PREDICATED UPON 2—PLY FLOOR GIRDER °^ COMMON NAILS, (2) USP RFUS STEEL CONNECTOR W/ 5" CONCRETE EMBEDMENT MIN. SHOULD OTHER CONFIGURATION BE o 1x2 SECURED W/ 10d GALV. ONE EACH SIDE OF GIRDER 1x2, 2x6 WOOD FASCIA SEE AND (8) 16d COMMON NAILS PROVIDED, NOTIFY THIS ENGINEER FOR REVISED DETAIL. COMMON NAILS 12" 0/C." PLYWOOD SHEATHING WITH J" 0 HILITI KWIK 31 BOLTS ARCHITECTURALS S. NOTIFY THIS ENGINEER OF ANY DISCREPANCIES NAILED TO ALL MEMBERS W/ 5" CONCRETE EMBEDMENT MIN. 2x6 SECURED W/ (3) 16d GALV. O W/ 8d COMMON NAILS, 6" 0/C. AND (12) WS3 WOOD SCREWS TO GIRDER COMMON NAILS, BOND BEAM ix2 SECURED W/ 10d GALV. SEE SCHEDULE 0 HOLE gf�MASONRY COMMON NAILS 12" 0/C. TMP' 10" MASONRY BOND BEAM IF 4 BOLTS ARE USED SEE SCHEDULE ENSURE THAT CELLS ARE GROUTED SOLID, 8" EACH WAY OF BOLTS - ROOF GIRDER CONNECTOR 2A 26 TYPICAL ROOF GIRDER CONNECTOR(S) 1D ST3 STEEL COLUMN 6 S-5 SCALE: 1-1/2" = V-0" S-5 SCALE: 3j4" = 1'-0" S-5 S-5 SCALE: 3/4" = 1'-0" � �" lx4 BTM. CHORD BRACING 72" O/C MAX., SECURED W/ NOTES NAIL SHEATHING 4" 0/CTO ALL MEMBERS AND BLOCKING 1. ALL STEEL TO BE A36 PLATE, UNO 2. ALL WELDS" TO BE CONTINUOUS 3. ALL ELECTRODES TO BE 70XX 1/2" PLATE tJ2�LSON STUDS 6'-0" MAX (2) 10d COMMON NAILS AT EACH CHORD INTERSECTION, IYP. SEE PLAN W/ 10d COMMON NAILS 4. PAINT FINAL ASSEMBLY, PRIOR TO INSTALLATION 2x4 PT SECURED TO W/ A PAINT HAVING 95% ZINC OXIDE CONTENT. CONCRETE W/ USP HLPTA75 5. NOTIFY THIS ENGINEER OF ANY DISCREPANCIES i 1/4" 2x FASCIA TO W/ (10+2) 10d x 1}" COMMON NAILS 6. SECURED W Y4" OX6" EXP. BOLTS MATCH EXISTING 1 % 4 2x4 BLOCKING 0 SEAMS 5 U r ON EDGE OR FLAT AT EEL BE COL . 1 GABLE ENDS ONLY UNO 1j2" PLATE o SEE, ARCHT. 1 2x4 PT OUTLOOKER SECURE BLOCKING TO TRUSS PLAN 1 ® 24" O/C W/ (3) 16d COMMON TOE —NAILS, E.E. 1 FOR LOCATION EHHOOORD a lx4 DIAGONAL BTM. BRACING, SEE PLAN N FOR LOCATION OF TRUSSES RAKED CONIC. a I 1x4 BTM CHORD BRACING BEAM, SEE SCHED. y I AS SHOWN ON PLAN SECURED W/ (2) 10d COMMON .._ ... :.., 1 NAILS EACH INTERSECTION 1 � ~ O O 2x4 PT SECURED TO MASONRY W/ " 0 x 3" TAPCONS 0 12" O/C #5 IN GROUTED CELL I SEE PLAN FOR LOCATIONS h 1„ END ONDITION, IF DEPIC 9„ 7„ S N 0 HOLE FOR -Y4" EXP. BOLT n OVERHANG ©MASONRY GABLE 7 ST2 STEEL COLUMN 3 BTM. CHORD BRACING S-5 SCALE: 3/4" = 1'-0" S-5 SCALE: 1-1/2" = 1'-0" S-5 SCALE: 3/8" = 1' 0" 12 ALLOWABLE UPLIFT = 2030 LBS (2 STRAPS) 1x4 DIAGONAL BTM. CHORD BRACING, SEE PLAN rr FOR LOCATION 4 RAKED CONIC. BEAM 2x4 PT SECURED TO MASONRY I --- ---- SEE PLAN AND SCHEDULE. Wj }" 0 x 3" TAPCONS ®12" 0/C (2) USP RT16-2 W/ 10d x 1 GALV. COMMON NAILS. FILL ALL HOLES DO NOT USE 10d x 3" NAILS ONE PLACED ON EACH SIDE OF TRUSS. DBL BOND BEAM SEE SCHEDULE USP SPTH4 or SPTH6 or SPTH8 BTM AND TOP PLATE LAP TOP PLATE A MIN. OF 48" AND NAIL ACHORS W/ 10d x 11" GALV. COMMON NAILS W/ 16d COMMON NAILS, 2—ROWS, 4" O/C FILL ALL HOLES, DO NOT USE 10d x 3" ix4 BTM. CHORD 0 36" O/C PROVIDE BLOCKING BETWEEN STUDS 2x4 or 2x6 or 2x8 WOOD BEARING WALL W/ SYP BRACING, SEE PLAN ®MlD—HEIGHT, UNO END STUD FOR LOCATION. AT ENDUOF REE6END/OFPWALLDUNODBL. SECURED W/ (2) 10d COMMON NAILS AT EACH CHORD INTERSECTION 4 WOOD TRUSS TO INTERIOR WOOD WALL 16 GABLE END BRACING S-5 SCALE: 3/4" = 1'-0" S-5 SCALE: 3/4" = 1'-0" The use of these spec(f cations and plans shall be restricted to the original client and site for which they were prepared. Any reproduction or distribution is expressly limited to such use. Any other reproduction, reuse, or disclosure by any method, in whole or in part, is prohibited. These drawings and specifications contain proprietary information and title remains with Specialty Engineering Consultants, Inc. Z O Q Df O ll � _Z _1 H— Q F— U..I LL J W r 0 0 00 Q W J W Z O m Q O LF) 0 z W F- JNCD w LLJ 0 W � o> LLJ 0 of O Ln I,- 0- N 0 0 z 0 J J 10:� Z z�Jo O m O Z- LJ z Z r I Q 0 W Q W 0 U I NEER��'C v o Q z y ,c Ou l S�� SPECIALTY ENGINEERING CONSULTANTS, Inc 1599 SW 30th AVE. SUITE #20 BOYNTON BEACH, FL 33426 DADE — BROWARD — PALM BEACH FL. CA. #009217 561 — 752 — 5440 OFFICE 561 — 752 — 5542 FAX FILE NAME. struct_6513_ABDesi n DATE 5/26/14 RV'D. BY G.McD. DRWN. BY G.McD. o�If 4t 1. FRAMING NOTES 1 — U.N.Q. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HLTPTA75 WITH (20+2) 10d x 110 GALVANIZED NAILS. SMALL JACKS < 9' MAY BE NAILED W/ (10+2) 10d x 1 J" NAILS CONCRETE TO FLOOR TRUSS: USP LPTA WITH 10d x 1Y2" GALVANIZED NAILS WOOD TO WOOD: USP RT16A OR RT16-2 W/ 10d % 11" GALVANIZED NAILS, FILL ALL HOLES 2 — ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE %" (1%2") APA RATED EXPOSURE 1 COX. 3 — ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE W ft2 APA RATED EXPOSURE 1 CDX GLUED AND NAILED TO TOP OF TRUSS WITH ADHESIVES MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4 — ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5 — LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST—CRETE CONCRETE LINTELS. 6 — BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPANS OPENINGS. 7 — LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8 — THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THIS ENGINEER'S REVIEW AND APPROVAL. 9 — PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X—ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" 0, 2j" LONG, WITH WASHER 0 16" O.C, 10 — NAIL SPECIFICATIONS: 8d COMMON NAILS — 0.131" 0 x 21" LONG, 8d RING SHANK NAILS — 0.131" 0 x 2%"10d COMMON NAILS — 0.148" 0 x 3" LONG, AND 10d STRAP NAILS — 0.148" 0 x 11" GALVANIZED 11— TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12— WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13— ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR, UNLESS NOTED OTHERWISE. TRUSS ENGINEER/MANUFACTURER SHALL COORDINATE ANY TRAY/COFFERED CEILINGS WITH THE ARCHITECTURAL PLANS. I - -- -- -- -- -- _ I I i I S-571 -T -- -- -- -- T- I J G=12001LB5 T T I I I I I I I I I —L — ---. ----� -- -- �— I 4A -.—.—._.—.,. DRAFTSTOP I I I d N PREFABRICATED WOOD LLCOR TRUSSES 0 24" 0/C. _ �II 14 I I 2 1 I it I -- -- -- S-4 I I I I S_q I It I I I 24 -�1 APPLY ALONG TR�J __ __ __ __ __ THIS SS — I SQ AS TO LIMIT AREA TO 100 SF — — R4409....3.1 — 1 --- 11 1 1 --- --- I----I---T---� _ III I ... .... I t I 1 I G=1230 LBS I I+ I 1 H I I 1 ' 2ND FLOOR PLUMBING FIXTURES SHOWN FOR REFERENCE I --_ 4_ - - 4_ - - 4___ �__ _ I - -_ L_==1__ - VERIFY W/ ARCHT. PLANS. I _ - - - - - - I I I I H I I I I I { I I I I' I I I INSPECTOR/CONTRACTOR NOTE THE FBC 2010 HVHZ REQUIRES 8d RING SHANK NAILS FOR THE MAJORITY OF THE ROOF SHEATHING. 8d COMMON NAILS MAY NOT BE USED. I I I I I I I I I I I I I ®I I I I I I wl N �I �I CC O O 0 31 <� -1---J---1---L--�+t--- t--- t--- t---t---t- I I I al 1 I I GTI G=4733 LBS —III G=2915 LBS 1 LBS I C=5530 LBS �� -- — -- -- -- — 71 \' I l l I I I I I I I I I I I I I GT TOPI OF DEQK - - -i - �II ." .,,. / ,' � I----t-- }--�---t---�---�'--- =__ ------�---�---�---�--- --- - I OPEN III 61 I I I I - - - -+— - - GJ870 LBS III I ! r I I SIMPSON,MBUH3.56/14 III I I f I I I W/ (/2) 0 x 5" TITEN BOLTS. tl I I -- I I I I The use of them specYxatiore and plans shdl be restricted to the original client and site for which they were prepared. My reproduction or distribution is expressly limited to such use. My .other reproduction, reuse, or disclosure by any method, in whole or in part, is prohibited. These drawings and specifications contain proprietary information and title remains with Specialty Engineering Consultants, Inc. (D Z U) z � Iw o LL O a z ry a� o Oz z Q � z w c s N � to ZO Q W J LLJ z O m Q O Lj 0 z Z LC) LLJ J CO Ld LLJQ � -' O0> O F\ n N r7 O 0 z _J J O Q Ll_ Q �zo O 0m�oj z LLJ z />/n: V F— — Q LLI M 't W O Q CC J I NEER�yc Q � � co Z a� Ou SPECIALTY ENGINEERING CONSULTANTS, Inc 1599 SW 30th AVE. SUITE #20 BOYNTON BEACH, FL 33426 DADE — BROWARD — PALM BEACH FL CA. #009217 561 — 752 — 5440 OFFICE 561 — 752 — 55,42 FAX FILE NAME. struct-6513—ABDesi n SCALE 1/4'=1'-0'r DATE 5/26/14 RV'D. BY G.McD. ORWN. BY G.McD, REVISION SEAL MAY 2 7 GARY McDOUGLE, PE FL.#56214 D. MARK LeBLANC, PE FL 5683 SHEET # OF S6 10 .,5:� +ter►. FRAMING NOTFS 1 - U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HLTPTA75 WITH (20+2) 10d x 111" GALVANIZED NAILS. SMALL JACKS < 9' MAY BE NAILED W/ (10+2) 10d x 1 1" NAILS CONCRETE TO FLOOR TRUSS: USP LPTA WITH 10d x W GALVANIZED NAILS WOOD TO WOOD: USP RT16A OR RT16-2 W/ 10d x 11" GALVANIZED NAILS, FILL ALL HOLES 2 - ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE %" C%z") APA RATED EXPOSURE 1 COX. 3 - ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE Y4w (%*) APA RATED EXPOSURE 1 COX GLUED AND NAILED TO TOP OF TRUSS WITH ADHESIVES MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4 - ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5 - LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6 - BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPANS OPENINGS. 7 - LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8 - THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THIS ENGINEER'S REVIEW AND APPROVAL. 9 - PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILT] X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PSS36, .1770 0, 4" LONG, WITH WASHER 0 16" O.C. 10 - NAIL SPECIFICATIONS: 8d COMMON NAILS - 0.1310 0 x 21x" LONG, 8d RING SHANK NAILS - 0.131" 0 x 2%"10d COMMON NAILS - 0.148" 0 x 3" LONG, AND 10d STRAP NAILS - 0.148" 0 x 11" GALVANIZED it- TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12- WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13- ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR, UNLESS NOTED OTHERWISE. 2ND FLOOR PLAN SCALE: 1/4" = 1'-0" urn The use of these specifications and plane shall be restricted to the original client and site for which they were prepared. Any reproduction or distribution is expressly limited to such use. Any other reproduction, reuse, or disclosure by any method, in whole or in part. is prohibited. These drawings and specifications contain proprietary information and title remains with Specialty Engineering Consultants, Inc. Z z g O n Cy Of o o O � J Z W W W C = c� to z O W I W z Cy O M H Q :2 ISO CC OLL p z W L(� � J m U W N CC Li W [ O ry EL O LO CL. N P-0 z O J o Q LL- Z Z O ry o 0 M 0 Z w z z 3: I-- o Q z CD z w m 1- W O Q Cl' J I NEF,��yc Q o 0 z y Owl y �C Out S1� SPECIALTY ENGINEERING CONSULTANTS, Inc 1599 SW 30th AVE. SUITE #20 BOYNTON BEACH, FL 33426 DADE - BROWARD - PALM BEACH FL. CA. #009217 561 - 752 - 5440 OFFICE 561 - 752 - 5542 FAX FILE NAME. struct_6513_ABDesi n SCALE 1/4r=1r_0 r DATE 5/26/14 RV'D. BY G. McD. DRWN. BY G.McD. REVISION O MAY 2 7 2014 SEAL GARY MCDOUGLE, PE FL #56214 D. MARK LeBLANC, PE FL #35683 SHEET # OF S7 10 BEAM SCHEDULE MARK DESCRIP11ON f'c (Psi) SIZE W" x H" REINFORCEMENT STIRRUPS REMARKS BTM. I TOP MID SIZE SPACING LO MASONRY 3000 8x8 - - - N/A - UNFILLED L1 MASONRY 3000 Bx8 - - - N/A - GROUTED SOLID L2 MASONRY 3000 Bx8 (1) #5 - - N/A - GROUTED SOLID BB1 MASONRY 3000 8x8 - (1) #5 - N/A - - BB2 MASONRY 3000 8x16 (1) #5 (1) #5 - N/A - - TB1 CONCRETE 3000 802 (2) #5 (2) #5 - N/A - - 2131 CONCRETE 3000 8x16 (2) #6 (2) #5 - #3 24" 0/C, FOR POSITION - 2899 CONCRETE 3000 8x16 (3) #5 (2) #5 - #3 (6) 0 6" 0/C,F.E.S. - R81 CONCRETE 3000 Bx8 - - (2) #5 N/A - - R82 CONCRETE woo 12x8 - - (3) #5- f` INDICATES OPENING BELOW / T.O.B.= TOP OF BEAM / B.O.L.= BOT70M OF LINTEL / T.OA= TOP OF ARCH / T.O.S.= TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C ON CENTER, F.E.S.= FROM EACH SUPPORT, T.O. = THROUGHOUT FRAMING NOTES 1 - U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HLTPTA75 WITH (20+2) 10d x 11" GALVANIZED NAILS. SMALL JACKS < 9' MAY BE NAILED W/ (10+2) 10d x 1 J" NAILS CONCRETE TO FLOOR TRUSS: USP LPTA WITH 10d x %" GALVANIZED NAILS WOOD TO WOOD: USP RT16A OR RT16-2 W/ 10d x 11" GALVANIZED NAILS, FILL ALL HOLES 2 - ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE %" (1%2") APA RATED EXPOSURE 1 COX. 3 - ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE Y4" (2Y2") APA RATED EXPOSURE 1 COX GLUED AND NAILED TO TOP OF TRUSS WITH ADHESIVES MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4 - ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5 - LINTELS AND MASONRY BEAMS WERE DESIGNED SASED ON CAST-CRETE CONCRETE LINTELS. 6 - BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPANS OPENINGS. 7 - LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8 - THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THIS ENGINEER'S REVIEW AND APPROVAL. 9 - PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILT] X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PSS36, .177" 0, 4" LONG, WITH WASHER ® 16" O.C. 10 - NAIL SPECIFICATIONS: 8d COMMON NAILS - 0.131" 0 x 2�' LONG, 8d RING SHANK NAILS - 0.131" 0 x 2%"10d COMMON NAILS - 0.148" 0 x 3" LONG, AND 10d STRAP NAILS - 0,148" 0 x 1�" GALVANIZED 11- TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12- WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13- ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR, UNLESS NOTED OTHERWISE. f--- L2 - m 8F16/1T/1M/1B 10 J S v \ saw— Ii III III III I III III III 8F16/1T/lM/OG 8F16/1T/1M/OB m o M � m u, 2ND LIFT BEAM PLAN — B SCALE: 1/4" = 1'-0" The use of these specifications and plans shall be restricted to the original client and site for which they were prepared. Any reproduction or distribution is expressly limited to such use. Any other reproduction, reuse, or disclosure by any method, in whole ar in part, is prohibited. Thee, drawings and specifications contain proprietary information and title remains with Specialty Engineering Consultants, Inc. LLJ Z O � ~ O Q LLLJ g m r) 0 Z Z Q J Z Ld gLEI C Z N d to Z O H W J W Z O ry L= Q 1Nr) LY � O p L` Z Z_ Ld J L0 m N C~) LiJ Df � Q Ld 0 O O ft� Q Lt- Z Z O j o�m0 Z Z W Z 3: DQC� Z d- (3 Z m d- Ld O U Q r lk� J I NEE,p�yc Q o a z �C ou l SPECIALTY ENGINEERING CONSULTANTS, Inc 1599 SW 30th AVE. SUITE #20 BOYNTON BEACH, FL 33426 DADE - BROWARD - PALM BEACH FL. CA. #009217 561 - 752 - 5440 OFFICE 561 - 752 - 5542 FAX FILE NAME. struct-6513-ABDesi n SCALE 1/4"=1'-0" DATE 5/26/14 RV'D. BY G.McD. DRWN. BY G.McD. REVISION 0 MAY 2 7 2014 SEAL GARY MAOUGLE, FL.#56214 PE D. MARK LeBLANC, PE FL 35683 SHEET # OF S8 10 { v FRAMING NOTES 1 — U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HLTPTA75 WITH (20+2) 10d x 1r GALVANIZED NAILS. SMALL JACKS < 9' MAY BE NAILED W/ (10+2) 10d x 1 }" NAILS CONCRETE TO FLOOR TRUSS: USP LPTA WITH 10d x 0� GALVANIZED NAILS WOOD TO WOOD: USP RT16A OR RT16-2 W/ 10d x 11" GALVANIZED NAILS, FILL ALL HOLES 2 — ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE %" %`) APA RATED EXPOSURE 1 CDX. 3 — ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE %4" (2&') APA RATED EXPOSURE 1 CDX GLUED AND NAILED TO TOP OF TRUSS WITH ADHESIVES MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SKCIFICATIONS. 4 — ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5 — LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST—CRETE CONCRETE LINTELS. 6 — BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPANS OPENINGS. 7 — LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8 — THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THIS ENGINEER'S REVIEW AND APPROVAL 9 — PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X—ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" 0, 4" LONG, WITH WASHER ® 16" O.C. 10 — NAIL SPECIFICATIONS: 8d COMMON NAILS — 0.131" 0 x 2j" LONG, 8d RING SHANK NAILS — 0.131" 0 x 2)6"10d COMMON NAILS — 0.148" 0 x 3" LONG, AND 10d STRAP NAILS — 0.148" 4 x 1j" GALVANIZED 11— TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12— WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13— ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR, UNLESS NOTED OTHERWISE. U= 1220 Ibs G= 2690 Ibs U= 549 Ibs /5A T= 1210 Ibs S— U= 3655 Ibs G= 8043 Ibs U= 2116 Ibs G= 4657 Ibs TRUSS MANUFACTURER/ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN). 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS. TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY/ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. INSPECTOR/CONTRACTOR NOTE THE FBC 2010 HVHZ REQUIRES 8d RING SHANK NAILS FOR THE MAJORITY OF THE ROOF SHEATHING. 8d COMMON NAILS MAY NOT BE USED. el U= 1249 Ibs G= 2290 Ibs U= 789 Ibs G= 1446 Ibs The use of these specifications and plans shall be restricted to the original client and site for which they were prepared. My reproduction or distribution is expressly limited to such use. Any other reproduction, reuse, or disclosure by any method, in whole or in part, is prohibited. These drawings and specifications contain proprietary information and title remains with Specially Engineering Consultants, Inc. 0 z_ 12 Q (n W H— o O �- z a 0 O o Q zo Ll- Q z ry w � �z n I _ D n Ln z O >Q W J W z o � m Q � r OLL. z — U Ln J Ill Ln Q W m ry LLI 3 p O W O ry a_ O Ln a N In z O O ry Q J W O [ifz ry O 0 M 0 LL-z cn z O — LLJ z 3: C Q (3 � z � 0 z w m � W O U Q W' J SPECIALTY ENGINEERING CONSULTANTS, Inc 1599 SW 30th AVE. SUITE #20 BOYNTON BEACH, FL 33426 DADE — BROWARD — PALM BEACH FL. CA. #009217 561 — 752 — 5440 OFFICE 561 — 752 — 5542 FAX FILE NAME. struct-6513—ABDesi n SCALE 1/4"=1'—O" DATE 5/26/14 RV'D. BY G.McD. DRWN. BY G.McD. REVISION M O Ik r MAY 2 7 2014 L� GARY MCDOUGLL, PE FL #56214 D. MARK LeBLANC, PE FL #35683 UPPER ROOF FRAMING PLAN - B SCALE: 1/4" = V-0" SHEET # OF S9 10 (5) Y4" 0 TAPCONS TO BE INSTALLED IN THESE HOLES THERE ARE ADD'L OUTSIDE VIEW 2x6 or 2x8 PT SCAB APPLIED TO SIDE OF TRUSS W/ (5) 10d x 3"GALV NAILS USP LUGT2 W/ HEAD OF CONNECTOR SLIGHTLY BENT SO AS TO BE UNDER THE ROOF. SECURED W/ (5) TAPCONS INTO HOLES SPECIFIED, SEE ELEVATION NAILED TO TRUSS & BLOCKING W/ (16) 1Od x 3" GALV. COMMON NAILS, 8 EACH SIDE THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS w A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Fi AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY, IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE to WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRAP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. 6 ALTERNATE MATERIALS 5-10 SCALE: NTS NEW REINF. BAR SECURED W/ 2-PART EPDXY, MIN. EMBED 8", LINO FOLLOW ALL MANF. SPECIFICATIONS FOR USE AND PREPARATION OF HOLE. 7 ADDING BAR -lOj SCALE: 3/4" = V-0" I 0 1 S- NOTES. 1. THIS REPAIR IS FOR CONNECTION OF UP TO 1,800 POUNDS OR MULTIPLE MISPLACED ANCHORS 2. ALLOWABLE UPLIFT SHALL NOT EXCEED 1,800 LBS 3. TAPCONS SHALL BE: A) J* DIA. x ZV" LENGTH B) SPACED NOT LESS THAN 2" O/C C) SHALL HAVE 2" MIN. EDGE DISTANCE D) SHALL HAVE A SLOTTED HEX HEADED WASHER HEAD 4. THIS DETAIL DOES APPLY WHEN THERE ARE MORE THAN (2) TRUSSES IN A ROW IN WHICH THE EMBEDDED ANCHORS ARE DISPLACED, 5. ALL NAILS TO BE HOT DIPPED GALVANIZED 6. ALL BLOCKING TO BE PRESSURE TREATED. 7. SIMILAR HANGERS FROM SIMPSON MAY BE USED FOR BOTH THE MSH AND LUGT2 (4) TAPCONS TO BE INSTALLED IN THESE HOLES /THERE ARE ADD'L HOLES BUT THESE HAVE BEEN DELETED FOR CLARITY. USP MSH218 OR MSH418 FOR 1 OR 2 PLY TRUSS SECURED W/ (4) TAPCONS INTO HOLES SPECIFIED, SEE ELEVATION. NAILED TO TRUSS W/ (4) 1Od x 1Y2" GALV. COMMON NAILS, 2 EACH SIDE EXISTING CMU WALL INSIDE VIEW REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR SCALE: 1' = i'-0" ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-10 ZONE 1 = 21.82 PSF (31.82) ZONE 2 = 34.81 PSF (44.81) ZONE 3 = 60.78 PSF (70.78) a= 4'-6", END ZONE DISTANCE BASIC WIND SPEED: 170 mph (76.0 m/s) WIND EXPOSURE: 'C' RISK CATEGORY II APPLICABLE INTERNAL PRESSURE COEFFICIENT: f 0.18 #5 BARS #6 BARS #7 BARS 1 BAR/CELL � �o 1 BAR/CELL • 12 2 BARS/CELL 0 � ao 12" CMU UNIT DIMENSIONS ARE NOMINAL SIZES i 1 BAR/CELL � 3 MASONRY SYMBOLS 5-10 SCALE: 3/4" = 1'-0" (2) 2x8 4A - SIMPSON HGUS26 G < 1200 LBS, U < 1280 LBS W/ (1) J" 0 SIMPSON TITEN BOLT, 5" MIN. EMBED w (20) 16d GALV. COMMON NAILS AND (8) 16d GALV. COMMON NAILS 4B - SIMPSON HGUS26 G < 2400 LBS, U < 1425 LBS W/ (2) j" 0 SIMPSON TITEN BOLT, 5" MIN. EMBED (20) 16d GALV. COMMON NAILS AND (10+2) 16d GALV. COMMON NAILS 4C - SIMPSON HGUS28-2 G < 2400 LBS, U < 2560 LBS W/ (2) J" 0 SIMPSON TITEN BOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (10+2) 16d GALV, COMMON NAILS 4D - SIMPSON HGUS28-2 G < 4800 LBS, U < 2650 LBS W/ (4) J" 0 SIMPSON TITEN BOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (10+2) 16d GALV, COMMON NAILS 1. ENSURE THAT EXP. BOLTS ARE PLACED INTO GROUTED CELLS, 8" ALL AROUND BOLT 2. ALL BOLTS TO HAVE WASHERS 3. EXP. BOLTS SHOULD NOT BE ANY CLOSER THAN 6" 0/C, 4. IN LIEU OF HILTI HILTI PAF's SIMPSON TITEN Y4" 0 x 3" MASONRY SCREWS MAY BE USED, SAME SPACING REQUIREMENT. z 4�a4B�4C4D WOOD I -10 5-10 5-10 5-10 SCALE: 3/4" - -STRUCTURAL NOTES GENERAL NOTES: REINFORCING STEEL: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND REBAR SHALL BE ASTM A615 GRADE 60 DEFORMED BARS, FREE FROM OIL, SCALE, AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND SITE DRAWINGS. CONSULT RUST AND PLACED IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAM AND PLACING ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R2010, HVHZ SECTIONS SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS ACI 318-08, BUILDING CODE REQUIREMENTS SHALL LAP 6 x BAR NO., SEE LAP SPLICE SCHEDULE. UNSCHEDULED FIELD LAPS ARE FOR STRUCTURAL CONCRETE, ACI 530-08/ASCE 5-08, AISI SPECIFICATION FOR THE DESIGN OF SUBJECT TO ENGINEER'S REVIEW. COLD -FORMED STEEL STRUCTURAL MEMBERS 2008, ASCE 7-10 AND AISC SPECIFICATIONS TENSION LAP SPLICE SCHEDULE ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND PLAN REINFORCEMENT MASONRY OTHER THAN TOP BARS TOP BARS SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, BAR # SPLICE LENGTH (3000 PSI ) (4000 PSI) (3000 PSI ) (4000 PSI) EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. 3 - 16" 16" 21" 18" ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE 4 24" 22" 19" 28" 24" DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT 5 30" 27" 23" 35" 30" TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH THE AFFECTED PART 6 36" 35" 31" 46" 40" OF THE WORK. 7 42" 48" 42" 63" 54" THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING PROVIDE 36" x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PRO- SEE DETAILS FOR ADDITIONAL INFORMATION. CEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS MASONRY: DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE TEMPORARY BRACING, GUYS OR TIEDOWNS. BLOCK MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE N, f'm = 1500 psi. BLOCK SHALL BE PLACED USING RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREP- MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE PLACING CONCRETE FOR IN -WALL COLUMNS. ARATION REQIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ASTM C-476, AND SHALL DESIGN LOADS: PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 psi AT 28 DAYS. THE GROUT ROOF: LIVE LOAD 30 psf FLOOR: LIVE LOAD 40 psf MIX SHALL HAVE A MAXIMUM 3/8" COARSE AGGREGATE, AND SHALL BE PLACED WITH DEAD LOAD 25 psf DEAD LOAD 25 psf A SLUMP OF 8" TO 10". PLACE GROUT IN ACCORDANCE W/ ACI 530-08. BALCONY LIVE LOAD 60 psf TYPE S MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE WIND: DESIGN WIND SPEED = 170 mph (76.0 m/s) 3-SECOND GUST PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERT. (ASCE 7-10 (FBC R2010) EXPOSURE C, RISK CATEGORY II) MORTAR JOINTS SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED, REMOVE MORTAR SHOP DRAWING REVIEW: PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGN INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRAC- TOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO THE ARCHITECT/ENGINEER. DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON- TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSON FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ENGINEER. FOUNDATION/SITE PREPARATION: _FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,500 PSF, FOOTING EXCAVATIONS AND SLAB SUBGRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 98% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEOTECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS LOCATIONS FAILING TO MEET THE GEOTECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RECOMPACTED AND RETE&ED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ENGINEER. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEOTECH. ENGINEER. CONCRETE: _ CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL - NOT EXCEED 5" +/- 1" PRIOR TO THE ADDITION OF PLASTICIZER. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C-94 FOR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL N@,T EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRAC- TOR OF ANY NONCOMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A. 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH ( FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EXTERIOR WEATHER: 1-1/2" FOR #5 AND SMALLER 2" FOR #6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER: 3/4" FOR SLABS, WALLS, AND JOISTS 1-1/2" FOR BEAM AND COLUMN PRIMARY REINF., TIES, STIRRUPS FORMWORK: FORMWORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, "RECOMMENDED PRACTICE FOR CONCRETE FORMWORK". WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 65, FREE FROM OIL, SCALE, AND RUST, AND SHALL BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED W/ 2" CHAIRS SPACED 3'-0" OC, EACH WAY WHEN REQUIRED, HORIZONTAL MORTAR JOINTS SHALL BE REINFORCED WITH STANDARD 9 GAGE LADUR-TYPE DUR-O-WAL (ASTM CLASS B-2, HOT -DIPPED GALVANIZED) AT ALTERNATE COURSES (16" ON CENTER), UNLESS OTHERWISE NOTED, JOINT REINFORCEMENT SHALL BE CONTINUOUS AND SHALL LAP A MINIMUM 8". LAP VERTICAL REBAR 6 x BAR NO., U.O.N. MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE "SPECIFICATIONS FOR MASONRY STRUCTURES (ACI 530,1-06/ASCE 6-08/TMS 602-06), AS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. WOOD TRUSSES TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPEC- IFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTES FOR SHOP DRAWINGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT - DIPPED GALVANIZED. HANDLING, ERECTION AND -BRACING OF TRUSSES SHALL BE IN ACCORDANCE WITH TRUSS PLATE INSTITUTE RECOMMENDATIONS TPI's TPI/WTCA BCSI 1; HURRICANE STRAPS. SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. CONTRACTOR SHALL SUBMIT -SIGNED AND SEALED DRAWINGS OF ALTERNATE CONNECTION DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. THE LOCATIONS OF GIR15ERS AND TRUSSES SHOWN ON THE ROOF FRAMING PLAN WERE USED TO FACILITATE DESIGN OF FOUNDATIONS, WALLS, AND BEAMS. THE CONTRACTOR SHALL SUBMIT TRUSS SHOP-DRAWNVGS FOR REVIEW BY THE STRUCTURAL ENGINEER OF RECORD PRIOR TO FABRICATION. THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION PLAN SHOWING -COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA LICENSED PROFESSIONAL ENGINEER. THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PROVIDED BY THE TRUSS ENGINEER. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SP€CIFIED ON THIS PLAN SHALL SUPERCEDE THOSE OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-05 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. WOOD ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BLOCKING, BRACING, LEDGERS CRIPPLES, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2" KD-15, OR BETTER. Flo = 1200 PSI, ALL WOOD IN CONTACT WITH CONCRETE .OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM OCTOBORATE TETRAHYDRATE (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF OF DOT OR MORE. NAILS, SPIKE, BOLTS USED W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT CONTAINS MORE THAN 1/2" OF HEARTWOOD. WHEN A USP HLPTA75 IS SPECIFIED IN A BOND BEAM WITH A SINGLE #5, UPLIFT IS BASED UPON RATIONAL ANALYSIS AND MANUFACTURER'S INFORMATION HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. APPLICATION .SIZE TYPE SPACING REMARKS APPLICATION GARAGE DOOR BUCK J" 0 APCON" MASON B" O/C, 1)" EMBED, 4" END, FLOOR SHEATHING T&G TO MASONRY/CONC. NO WASHER FASTENER SEE NOTE 6 IST., 1" EDGE DIST" BELOW ROOF SHEATHING GARAGE DOOR BUCK 72" 0 EXPANSION 24" 0/C, 4" EMBED, 4" END. �" ({�' EXP. 1 TO MASONRY/CONC. W/ WASHER BOLT SEE. NOTE 6 DIST., 3" EDGE DIST. BELOW WALL SHEATHING METAL STRAP TO CONTACT THIS ENGINEER FOR SPECIFIC REQUIREMENTS Ri") EXP. 1 MASONRY OR CONIC. SIZE TYPE SPACING 0.1310 x 21. 8d SMOOTH SHANK SEE PLAN 0.131 0 x 2%" 16-20 RINGS/INCH 8d RING SHANK SEE PLAN 0.131 0 x 2%" Bd COMMON SEE PLAN NON -BARING WOOD 1" 0 EXPANSION 24" O/C 4" EMBED, 4' END. APPUCATION SIZE TYPE WALL TO CONIC. SLAB W/ WASHER BOLT DIST., 3" EDGE DIST. 1x2 PT FURRING TO CASE HARDENED COIL METAL LATH 0 WIRE FASTENERS MASONRY/CONC. NAIL 1}" LONG. ASGD, AL EXT. DOORS CASE HARDENED COIL PPLICATION SIZE TYPE SPACING REMARKS I PT, SEE NOTE #7 NAIL 1j" LONG. WINDOW BUCK CASE HARDENED COIL WIRE LATH 16 GAUGE W/ #11 GAGE " APART & SIDE1x PT, SEE NOTE 7 NAIL 11" LONG. 11¢" MIN. EMBED ° HAD LAPS 9" LICK 2x F1,FASTENER, SEE NOTE NO WA WASHER FASTENER METAL 16 GAUGE W/ #11 GAGE " APART & SIDI 2x 0.138 0 PAF x 2j" RIB LATH U¢" MIN. EMBED" HAD LAPS 9" PT TO STEEL COL., SEENOTE 7 W/ WASHER NOTES 1 - HAND NAILING MAY BE USED IN LIEU OF POWER DRIVEN FASTENERS. 2 - STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS. 3 - FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND/OR NOA 4 - ALL FASCIA MATERIAL SHALL BE HAND FRAMED. 5 - PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN. 6 - FASTENER SPACING FOR THE BUCKS SHALL THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 7 - WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME 1x MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. REMARKS SPACING REMARKS 8" O/C 9" 0/C WINDOW/DOOR FASTENED STAGGERED INTO MASONRY/CONC. 9" O/C WINDOW/DOOR FASTENED STAGGERED I INTO MASONRY/CONC. 12" 0/C 1 " EMBED, 4' ENO. DIST., 1}" EDGE DIST. 9" O/C 4" END. DIST., 1j" STAGGERED EDGE DIST. The use of these specifications and plane sholl be restricted to the original client and site for which they were prepared. Any reproduction.or distribution is expressly limited to such use. Any other reproduction, reuse, or disclosure by any method, in whole or in part, is prohibited. These drawings and specifications contain proprietary Information and title remains with Specialty Engineering Consultants, Inc. IC) Z Q Z O Uri W Q O Z Lr O < J LLJ Z Q I- W W W U C� C Z O W —I W Z O m Q O L0 0 LL z (0 W —IL0m N w W Of I) W :2 � ft� CL O LO W N 0 O Elf Q � z O Z O O MO O 0 .- Q CD z d 0 Z OJ Q af U I NE8,o, \i Q .gyp �S, SPECIALTY ENGINEERING CONSULTANTS, Inc 1599 SW 30th AVE. SUITE #20 BOYNTON BEACH, FL 33426 DADE - BROWARD - PALM BEACH FL. CA. #009217 561 - 752 - 5440 OFFICE 561 - 752 - 5542 FAX FILE NAME. struct_6513-ABDesi n SCALE 1 /4'=1 —0 DATE 5/26/14 RV'D. BY G.McD. DRWN. BY G.McD. REVISION O W/ MAY 2 7 2014 SAL GARY McDOUGLE, PE FL #56214 D. MARK LeBANC, PE FL 35683 SHEET # OF S10 10