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HomeMy WebLinkAboutPLANSA R C N I T E (k�_,J'T A M F 0 R D 6510 e "PLAN 1 " FOR: STANDARD PACIFIC HOMLS Making You Rigb It A It Hom c 825 C�C>FRAL_ FU04aE C:Ft* CORAL SPRINGS, FL 33701 Tel= (954) 575-7300 • STATE OF FLORIDA SQ.FT. CALL. S IXD]EX OF DRAWINGS CERTIFIED BUILDING CONTRACTOR: LIvING 3544 50. FT. GOVERED LANAI 220 50. FT. SHEET # DESCRIPTION COVERED ENTRY 83 .50. FT. STANDARD PACIFIC HOMES 3 CAR GARAGE 639 50, FT. PG Cl—COVER PAGE 825 CORAL RIDGE DR. PG GN—GENERAL NOTES PG Al —FLOOR PLAN CORAL SPRINGS FL, 33701 TOTAL 4456 $0. FT. PG A1.1—SCHEDULES TEL: (954) 575-7300 PG A2D—ELEVATION "D" FRONT & REAR PG A3D—ELEVATION "D" LEFT & RIGHT PG A4D—DETAILS ELEV "D" PG DI —DOOR & WINDOW DETAILS PG D2—MISC. PG D3—MONOLITHETACIL1—STORY WALL SECTIONS )REguW, ," LLPRppp pr Ic PG E1—ELECTRICAL PLAN AESU9V,I IOANYC(ApE ?IONS u'R • STATE OF FLORIDA PG PI —PLUMBING PLAN REQ.DBYFIEWiNSPEC`ronsvmT PG M1—MECHANICAL PLAN MAYBE NECE ,S,A yINOF�DERM `Ij,* PG S1—FOUNDATION PLAN AND NOTES ELEV. D . PROFESSIONAL ARCHITECT: COMPLY WIN ALL JAMES CANTWELL PG S2—DETAILS ELEV. "D" AR No. 0012079 PG S3-1ST LIFT BEAM PLAN AND NOTES ELEV. "D" PG S4—DETAILS ELEV. "D" PG S5—ROOF FRAMING PLAN AND NOTES ELEV. "D" A.B. DESIGN GROUP, INC. PG S6—DETAILS ELEV. "D" 1441 N. RONALD REAGAN BLVD. PG S7—GENERAL NOTES AND DETAILS ELEV. "D" LONGWOOD, FLORIDA 32750 PG S8—DETAILS ELEV. "D" Tel: (407) 774-6078 PG S9—CALCULATIONS ELEV. "D" Fax: (407) 774-4078 PG S1 0 —CALCULATIONS ELEV. "D" CONCE4LEp FASTENERS ORATTACHMENTS DESIGN CRITERIA: ARE THE RESPON81616 YOF THE CCNTRACTOAOR�Cp�p *FLORIDA BUILDING CODE (FBC) 2010 RESIDENTIAL *2010 FLORIDA FIRE PREVENTION CODE *NATIONAL ELECTRICAL CODE (NEC) — 2008 EDITION *ALL LOCAL AND STATE CODES *OCCUPANCY — RESIDENTIAL, GROUP R3 *CONSTRUCTION TYPE — VB *MIN. INTERIOR FINISH — CLASS B b •BASIC WIND SPEED(VuLT)— 170 MPH EXF'Cb"URE C sr. LucIE couNTY *I —STORY RESIDENCE — BUILDING DIVISION *2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL AND STATE CODES *SEE STRUCTURAL DRAWINGS FOR MORE INFO FORcoa��� REVIEWED BY cE SPECIFIC PARAMETERS FROM FBC 2010 CH. 3 DATE USED FOR DESIGN INCLUDE: PLANS A D PERMIT • CONCRETE MASONRY RESIDENTIAL MUST BE KEPT ON JOB OR NO INSPECTION WILL B *CONSTRUCTION WOOD FRAME CONSTRUCTION WEE MADE * AMERICAN SOCIETY OF CIVIL ENGINEERS 7-10 a SCANNED BY St. Lucie County 4 Design 1 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 000332.5 VHAF I INN A.B. DESIGN DRAFTING 1191 EAST NE CENTER DRIVE, J33442 DEERFIELD BEACH(954)482-0957954 708-24 0 ti U LQ W q J 4 a N RIVERBEND LOT #43 170 MPH EXP. C PROJECT# Tt-ARIA R 03303.04Ss"cl X03=1 • INTE STAMFORDW,NO 6 510 tMPAC ELEV. D GA %AGE SlVngG: RIGHT PAGE: COVER PAGE ARCHITECT: STATE OF FLORIDA AN 2 i D TAZA MT/01/27/14 SCALE: AS NOTED SPIERT NO: G1 . � wtiE HAS BEEN DESIGNED NE0 FOR COMPLIANCE OF 4 FOR ONE OF THE FOLLOWING: WIND PRESSURE E DEBRIS PROTECTION IISTANCE aW2ING— (In t.j L'�7 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 W(NDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. a 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 THEWORK. 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. 6. THE ARCH ITECTIENGI NEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED, 8. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 9. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 10. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED.. 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 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 GARAGEAND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER FBC 2010, SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 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'/z -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THANIA-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. 3. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FORALL FOUNDATIONS. DESIGN WAS BASED ON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,500 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 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'GREATERTHAN Y=THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 6. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FL. 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. 7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 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, LINO. 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 ALL APPLICABLE STATE, CITY, AND COUNTY BUILDINGAND ZONING COWS. 12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED` SEPARATELY BY ENUNEERED SHOPDRAWINGS, 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 INSIDEOF GARAGEDOOR. *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.. * 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 %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN'/z-INCH GYPSUM BOARD OR EQUIVALENT. * GARAGE BENEATH HABITABLE ROOMS TO HAVE R-11 INSULATION AT CEILING 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_ 4. BATH-TUB/SHOWER GLASS ENCLOSURES IF USED TO BE TEMPERED GLASS. 5. SHOWER HEADS SHALL HAVE ANTI -SCALD DEVICES. 6. ALL BATHROOM DOOR LOCKS SHALL BE DESIGNED TO PERMIT THE OPENING OF THE DOOR FROM THE OUTSIDE IN CASE OF EMERGENCY. 7. USE APPROPRIATE CEMENT BOARD, INSTALLED PER MANUFACTURER'S SPECIFICATIONS. 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. 10. BATHROOM FINISHED FLOOR SHALL BE OF IMPERVIOUS MATERIAL AS TILES. 11. IN HVHZ AREAS PROVIDE HURRICANE SHUTTERS AS PER F.B.C. SECTION 2413 UNLESS THE EXTERIOR WALL COMPONENTS OF THE ENCLOSED BUILDING HAS SPECIFIC PRODUCT APPROVAL TO PRESERVE THE ENCLOSED BUILDING ENVELOPE AGAINST IMPACT LOADS AS SET FORTH IN CHAPTER 16. 12. FIRE STOPPING SHALL BE INSTALLED IN WOOD CONSTRUCTION AS SPECIFIED IN FBCR SECTIONS 4409.7.2.1 THROUGH R4409.7.2.6. 13, WALL AND CEILING FINISHES SHALL HAVE AFLAME SPREAD INDEX OF NOT GREATER THAN 200 AND A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450 PER SECTION R302.9. 14. STRUCTURE TO ADHERE TO CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA FOR DAMAGE PROBABILITIES FROM WEATHERING AND TERMITE INFESTATION PER TABLE R301.2(1). 15. UNDER STAIR PROTECTION: ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/21NCH GYPSUM BOARDS. FBCR 311.2.2. 16. EXTERIOR WINDOWS SHALL BE CAPABLE OF WITHSTANDING A FORCE OF 150 POUNDS APPLIED IN AN OPERABLE DIRECTION. 17. 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. 18, 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! TH EE COATS, 'AN 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. TABLE R31.g(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA ROUND SNOW LOAD WIND DESIGN j SEISMIC DESIGN QATE60RY' SUBJECTTODAMAGEFROM WINTER DESIGN TEMP' I ICE BARRIER NDERLAYMENT REQUIRED ' FLOOD ". HAZARDS AIR FREEZING I- INDEX MEAN ANUAL TEMP ' Speed° t,rpry iopopraphlc eff�ts°(N'( Weathering" Frost line depth Termite` NA See Fig. R301.2(4) NA Negligible NA Hay, NA NA NA ABBREVIATIONS ABV. ABOVE FR. DR. FRENCH DOOR R. RISER A/C AIR CONDITIONING FTG FOOTING RAID. RADIUS ADJ. ADJUSTABLE R.A.G. RETURN AIR GRILL ALT. ALTERNATE GA. GAUGE REF. REFRIGERATOR ' AMP. AMPERAGE GAR. DISP. GARBAGE DISPOSAL RM. ROOM G.F.I. GROUND -FAULT INTERRUPTER R.O. ROUGH OPENING BD. BOARD GL. GLASS GYP. BD. GYPSUM BOARD S.C. SOLID CORE-EXT DR' CL CENTER LINE S.D. SMOKE DETECTOR CAB, CABINET H.B. HOSE BIB S.H. SINGLE HUNG CLG. CEILING H.C. HOLLOW CORE SHT. SHEET CLR. CLEAR HDR. HEADER SHTHG. SHEATHING CONC. CONCRETE HGT. HEIGHT SHWR. SHOWER CPT. CARPET SIM. SIMILAR C.T. CERAMIC TILE INSUL. INSULATION SL SLIDING INT. INTERIOR SL. GL. SLIDING GLASS D. DRYER SL. STANDARD DBL. DOUBLE LAV. LAVATORY SWS SHEAR WALL SECTION D.G. DUAL GLAZED LUM. LUMINOUS DIA DIAMETER TEMP. TEMPERED GLASS DIM. DIMENSION M.C. MEDICINE CABINET THK THICK DISP. DISPOSAL MFR. MANUFACTURER T.O.C. TOP OF CURB DP. DEEP MIN.. MINIMUM T.O.P. TOP OF PLATE DR. DOOR M.T. METAL THRESHOLD T.O.S. TOP OF SLAB D.S. DOWNSPOUT MTD. MOUNTED TYP. TYPICAL DTL. DETAIL MTL. METAL D.W. DISHWASHER U.N.O. UNLESS NOTED OTHERWISE N..S. NOT TO SCALE EA EACH V.P. VAPOR PROOF ELEV. ELEVATION O.C. ON CENTER EQ. EQUAL W. WASHER EXH. EXHAUST PL PROPERTY LINE W/ WITH EXT. EXTERIOR P.B. PUSH BUTTON WD. WOOD PH. PHONE WDW. WINDOW F.G./FX. FIXED GLASS PLT. PLATE W/H WATER HEATER F.G. FUEL GAS PLYWD. PLYWOOD W.I. WROUGHT IRON FIN. FINISH PR. PAIR FLR. FLOOR P.T. PRESSURE TREATED FLUOR. FLUORESCENT BURGLARY INTRUSION NOTES DOOR/DOOR LOCKS IST 1. .ALL LOCKS ON EXTERIOR DOORS SHALL BE CAPABLE OF RES ING A FORCE OF 300 LBS IN ANY MOVABLE DIRECTION 2. LOCKS ON EXTERIOR DOORS SHALL BE A MINIMUM OF 6000 POSSIBLE KEY CHANGES OR LOCK] NG COM BI NATI ON S. IF THE KEY -IN -THE -KNOB IS USED, THERE SHALL BEAUXILLIARY SINGLE DEAD BOLT WITH HARDENED BOLTS OR INSERTS. 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 DOORS. THE INACTIVE LEAF OF PAIRS OF DOORS SHALL HAVE MULTIPLE POINT LOCK W/ 5/8" MIN. THROW BOLTS W/ INSERTS. 5. SLID ING, GLASS DOORS SHALL BE PROVIDED 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 7. SINGLE SWINGING EXTERIOR DOORS IF WOOD SHALL BE SOLID CORE OR NOT LESS THEN 13181, THICKNESS. 8. 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 EXTERIOR SWING AND INTERIOR SWING DOORS CONNECTING LIVING AREAS WITH GARAGE AREAS SHALL BE MIN. 1 3/8" 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 V. 10. GARAGE DOOR CONNECTING TO LIM NG AREA SHALL BE SELF -CLOSING AND SELF -LATCHING PER FBC2610. DOOR / WINDOW GLAZING NOTES: 1. ALL GLASS DOORSWINDOWS SHALL COMPLY WITH CHAPTER R44 OF THE F.B.C. 2. SEAL TIGHT WITH SEALANT, ALL JOINTS BETWEEN ALUMINUM FRAMING AND EXISTING ROUGH OPENINGS. 3. DIMENSIONS SHOWN ON PLANS, ELEVATIONS, AND/OR SECTIONS DENOTE UNIT SIZES. GENERAL CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ROUGH OPENING DIMENSIONS AT JOB SITE AND COORDINATE WITH WINDOW MANUFACTURER, CONTACT ARCHITECT IF ANY DISCREPANCIES ARE FOUND, BEFORE PROCEEDING WITH THE WORK. 4. EXTERIOR SLIDING DOOR / WINDOW MANUFACTURER SHALL SUBMIT SHOP DRAWINGS TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION. 5. ALL WINDOW GLAZING SHALL BE TINTED U=1.12 & SHGC=0.48 ALL DOOR GLAZING SHALL BE TINTED U=1.13 & SHGC=0.49 6. ALL EXTERIOR DOORS AND WINDOWS SHALL BE IMPACT RESISTANT MEETING ALL APPLICABLE CODES AND REGULATIONS. (FBC R4410.2) 7. ALL GLAZING WITHIN 48" TO AN ADJACENT DOOR SHALL BE TEMPERED, CAT. 11, SAFETY GLASS. ALL WINDOWS, MIRRORS OR GLASS ENCLOSURES AT OR WITHIN 36" OF TUBS AND SHOWERS WITH SILLS LESS THAN 60' ABOVE FLOOR SHALL BE TEMPERED, CAT, 11, SAFETY GLASS. 8. WINDOWS ADJACENT TO SHOWERS OR TUB MUST BE OF CATEGORY II SAFETY GLAZING. 9. TEMPERED GLASS SHALL COMPLY WITH 16 CFR 1201 AS PER F.B.C. R4410.2.3 10. GLASS SHALL COMPLY WITH ASTM C 1036 REQUIREMENTS FOR FLAT GLASS TYPE I AND[[ AND GSA DD-GA51 C STANDARD FOR GLASS, FLAT AND CORRUGATED, FOR GLAZING MIRRORS AND OTHER USES AS PER F.B.C. R4410.2.1.2 11. INSTALLED GLASS SHALL NOT BE LESS THAN SINGLE -STRENGTH B QUALITY UNLESS OTHERWISE APPROVED BY THE BUILDING OFFICIAL AS PER F.B.C. R4410.2.1.7 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. R4410.2.3.1.3.2 13.ALL GLASS TO BE MONOLITHIC IMPACT GLASS WITH SOLARBAN 70XL LOW-E. I %M VIAL,/ fno. . N. RONALD REAGAN E LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 DRAFTING BY: A.B. DESIGN GROUP DRAFTMMG INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL33442 (954)482-M7 OFFICE (9541708-2468 fAX Irllllllllll ��IIIIII'lll �eooaoomeory RIVERBEND LOT #43 170 MPH EXP. C PEiOJECT# 03303.043 mADEIo STAMFORD 6510 ELEV. D GAItAQE S MING: RIGHT PAGE: GENERAL NOTES L ARCHITECT STATE OF FLOfVDA jAN27 D �'� 01/27/14 1 SCALE: AS NOTED I S%IEET NO-. TI G � tl EXTERIOR WALL BRG. HEIGHTS I0'-8' BRG. 12'-a" BRG. COv. LANAI -ALL INTERIOR DOORS TO BE 8'-0' -ALL EXTERIOR DOORS TO BE V-m' UNLE55 NOTED OTHERWISE 3-1/2, /2 DOUBLE - TOP PLATE N O F Q DOUBLE TOP PLATE 9 m ff Z CAZ O U ® KITCHEN ISLAND FLOW-THRU COUNTER TOP BGALE, 1/2"=1'-011 FULL HALF t ROUND 3_6 AND 3'-T TO -V-0 SMALLER AND LARGER -V-I" AND LARGER vERIFY W/ PLAN VERIFY W/ PLAN I VERIFY W/ FLAN ® TYP. FIRST FLOOR ARCS][ DETAILS 6 1 I'-m° 11_01, v 0 12" RADIUS 7 r' TYP. 8' ROUND (P COLUMN cA (TYP.) Iji 3'-1' TO 'V-m' AND LARGER 7'-1' AND LARGER VERIFY W/ PLAN VERIFY W/ FLAN 0 TYP. FIRST FLOOR COLUMN ARCH DETAILS NOTE: L WHEN AN 0" OR 12" RADIUS HEADER ENGAGE INTO THE SAME COLUMN OR ARE WITHIN CLOSE PROXIMITY (WITHIN P-m"), THEY NEED TO ALL HAVE THE LARGER RADIUS. 2. ALL NON-C,45ED WALK-THRU OPENINGS TO BE ARCHED. SEE DETAIL ABOVE FOR SPECIFIC CONDITIONS 0 I ' HI H AL W/ CAT I SAFETY GL Bv. = 6' � ge 0 M w 211_01 22'-0' 22'_0, I0'-6" Im'-�o" 2'-4' 4'-9' v V-41/2' 5'-6 1/2" H.B. L, Lo------- Oa ir ---- m - - - - - - - - - - - - - - - - - - --- oo COVERED LANAI 2—'-8— G—LG--. 11'-m 3/S' -- CLG. -m" TYP. MASTER BEDROOM III II1I I' J11III IIII W-8" CLG. L 401 CASUAL DINING IID'_" 1-4G a 6�1 PARTITION UNDER COUNTER I I I 1 T-4 ' 4=N�O �n. p PAN. 10 TV I PAN. 42 O.H.C. —'L--G9 o �� II ® KITCHEN IID'-a" CLG. MICRO DBL. ABOVE OVEN18"WIDE — ----____ r IT -m8'SHALL TYP. TYP' I I I I 1 1 n N-� I "I I I 0-WCEILING-�O' — — — — — — — — — — __-_------,11'-4'CEILINGL --- _-------- --- SLLu,!Nu IzUOMS PROVIDE AN EGRESS WINDOW WITH A NET CLEAR OPENING OF 5 SO. FT. FOR GROUND FLOORS, SO. FT. FOR UPPER FLOORS. OPENINGS NOT BE LESS THAN 24'H OR 20'W SILL NOT MORE THAN 44" ABOVE FLOOR. I FAMILY I 1 ROOM 2'-ID" CLG.XI2'W r 1 ASTER( BATH I r W34 UED5.7 -k I I I N I- /2' H. D KNEEWALL DECK 0 Im'_8° 4'-m" m GLG. I I �X1R4.5 I I r 14 1 r 11'-Y CLG @ 5' 1 _Z, 4" 6i h m I I I I �, I I I I I d 22'-2" I I I I a 11'-2' 1 n i t I I I L--- I I'-�_ I 5'-m CLG. DINING I I I I= v I I ROOM I IQ --J L n'=2' 51— J Z----J _ _, 1r _Im- r 1/2' S m 12' 1 - ' CLG. V-4' FLATS SOFFIT 1 _ _ _1' 5'-m I/2' I I (5) 5H IR ---- H v ---- 11'-S" 1 - 4'-I' 4 GESS AT 3'-3 4 p 4 _, W.I.C. ID'-8' CLG. 19'-8' r 1 I 1 I L-- 6 L--- ------------------ — — — — — — — — — — — — — — — —— I J I I I II'-2' - CLG. I I II'-2' CLG. I I II'-2' GLG. I 1 4 j I I ---1 r 1 4 _2, 8' ------ ------ r—im'-a'c--I 1 m 51_2" 10'-8' CEILINGO= = ro ------_--— ---- Im'-m' GLG r--im'-a'c�G.— � I I'-m' �'-m ( I -----, r ----J ------ -- r, 10';a CLG.m —� BATH I I -m �'-m' I -m I e - 2'_1m 4° 3 -2 a' 2 9'-ID' CLG. --- m- -- I a I D (LAUNCH O ° I = GAS 1 W NAHUOI MIN. F.R. 4' N 5'-6" 4 5'-2" 2'-8 I I L------ L ---J --- ------------ -------- — BEDROOM J4 ID'-81 CLG. R-11 BATT INSULATION N LAUNDRY m 9'_ID" GLG. Il'-2' 4 v HALL�� v-8' CL3, 3 _m, 4 S' 6, _3 4" 5'-lm" D --- —w — ---- n -- O.H. SH ro -- -- W CLG. 4 3'-m" r= ---- - ------ 12'-&' CLG. 1 1 r----� i 1'-m, I I�—�I T ,P. I------jo,��,_20 1 1 I I l l (FOYER I I I 113'-6" CLG. ( I I 1 I i I _I_____I a1 5'-Im' 1 1 v I I 2 1 `D i I 4' 4,4" -m' = m - - - m ' (T DP.) COLUMNS LIVING 0 m ROOM — IID'-8' CLG. uNE OF WALL ___ ABOVE _ _,_-I-----� 5'-4" 5 Im' BEDROOMk2 IID'-8' CLG. 3' g _ALL V 711 4 4' 5'-5` 5'-5" --41 3'- BATH' I I 3 n �' II'-2" ---- I I I I I I I I L____ J 0 1 r --- i I I L--- J R-11 BATT INSULATION 22x3m ATTIC ACCESS 1 MAX.11/2' STEP FROM TOP OF THRESHOLD 1 1 I NorE: I I MAINTAIN FIRE SEPARATION AND 1 1 CARBON MONOXIDE INFILTRATION AT A/C CLOSET. GARAGE cn - - - - - - - - _ - ------ a �+ BEDROOM #3 N 1ID'-8' CLG. V-o' CLG. ( I Q - - 2'-�" - - 7'-m' COV. ENTRY 1ID'-8' CLG. ARC I'-2"-' ELEV. r ---g,_0 r 1'-2" I oORIZONTAL ��// � _j --- LAP SIDING PATIO -- v _��HHORIZONTAL LAP SIDING HORIZONTAL LAP SIDING 16'-0' 2'_6 I'-4' g'-m' 21--0" 71 ]FLOOR PLAN ELEVATION 99D99 [a PWDR. V-ID' GLG. (P 19 I' -4" m v I I RIVERBEND LOT #43 170 MPH EXP. PROJECT# 03303.043 moiNcL: STAMFORD 6510 ELEV. D GARAGE SWING: RIGHT PAGE: FLOOR PLAN ARCHITECT STATE OF FLORWA Jfii�M ( LG I v DAT �� 01/27/14 SCALE: AS NOTED SPIEET NO: At A R C N I T E C T E O r------------------- 1 r-----------------1 I I I I I I I I I I I MASTER 1 1 j BEDROOM j 1 I I I I I I I I I I I 1 L---------------- i I FL------------------- o II 0 0 MASTER( I ILI BATH 11 II II II O C W.I.C. -------------------- LAUNDRY HALL HALL BEDROOM J2 EGRESS H COVERED CoLANAI R� 0 CASUAL DINING H j------------------------1 �1� 1�----------------------,I PAN. IL KITCHEN II I1 II II I I I 1 KITCHEN BUTL' I i FAMILY i i i t PAN. ROOM I I 11 II — — ---- --- --- I I I I I I I I I I I I I I I I I I I I I I 1 1 I I I DINING I I I I I I I I I I I I G 1 I I 1 1 I I I I 1 I I ROOM 1 1 I II II II L ----- J L------ L ----- J II II II I 1 L--------------------- J I I I 1 I I I I I I L-----------------------J III II Ii I I I I 1 I I I I I I I I I I I I I I — — — — — — — — — — — — — — — — — — — — — — -- - L------- L-------J L — — — — — - J 1 1 i - i i i i i l l BATH I I I I I I I I I I #2 I I L_____J L--------- L------- J 11 BEDROOM #4 I I I I I I I I I I I O I I I I I iLAUNCH I I LIVING I I (FOYER 1 I ROOM I I I I I I I I � ---1----- \ -BATH(( 1 I I I I I I 1 1----� L---J _ Q I Qw-: GARAGE COV. 9 ° ENTRY I �L I ------- I I Q: P o � on PATIO r I PWDR. El O O DOOR SCHEDULE DOOR NO. SIZE TYPE ROUGH OPNG, (WxH) ZONE REMARKS WIDTH HGHT DI 8'-0" 8'-0' O.N. 96'X96' 5 PROVIDE SCREENED VENTILATION D2 6'-0' 8'-0' O.H. 92"X96' S PROVIDE SCREENED VENTILATION D3 4'-0" 5'-0' FR. DRS. 48'xB&' 4 D6 D4 IT-O' 8'-0' S.G.D. 14(o'X96' 4 D6 D5 6'-O' 8'-O' S.G.D. 76'X96' 5 D6 D(o 4'-2" 8'-0' FR DR. W/ 14" S.L.OF 50'x96" 4 DESIGINATED EMERGENCY MEANS ESCAPE PER FBC 2010 D-I 2'-8" 5'-0' SWING Dl DS 2'-&' 5'-O'l SWING D9 5'-0" 5'-0' 15L. DRS — D10 2'-4" 6-0' SWING P-1 D11 2'-0' 5'-0' SWING D12 2'-4" 8'-0' SWING — D13 214h' 8'-0' SWING D14 5'-0" 6-0' DEL. DR5 D15 2'-0" 6-0' SWING — — P-1 DIF 2'-(o' 5'-0' SWING — D17 5'-0" 8'-0' D5L. DRS — DIS 2'-8" 8'-0' SWING 06, SHALL 5E SELF -CLOSING AND $ELF -LATCHING PER F15C 2010 Dig 2'-8" 8'-0' SWING — SOLID CORE DOOR W/ WEATHERSTRIPPING P20 2'-8" 8'-0' SWING D21 T-4" 5'-0' SWING D22 2'-4" 5'-0' SWING D23 T-W 8'-O' SWING D24 2'-4" B'-0' I SWING D25 2'-4" 8'-0' SWING D2(o 2'-8" 8' -0' SWING — — D21 T-6" 8'-O'l FR. DR. 32'X9W 4 D6 D25 3'-0' 6-0' SWING 41"X96' 4 PROVIDE SCREENED VENTILATION WINDOW SCHEDULE CALL # ® WIDOW SZE AND TYPE ROUGH OPENING (W x H) SOUARE FOOTAGE ZONE RBAACS A 0) 25-5H 15'x63" 4 B 25-51-1 38"x63' 4 C H34-SH 21"x51" 4 D 13-514 20'x39" 4 CAT II SAFETY GLAZING E 35-5H 54'x(o3' 4 CAT. II SAFETY GLAZING F 1435-51-1 21"x63' 4 G 1-135-SH 2T'x63' 5 H 35-SH W/ (2) H35-SH 10(0.X(03' 4 I 25-SH 38'xh3' 5 J C3J 25-SH 112'x63' 5 K 14-SH 20'x51' 4 L 42')(48"-FX 43'x49' 4 M (2) 25-5H -15'xr03" 4 N 25-SH 38"x63' 4 O 24'x42'-FX 25'x43' 5 FALSE WINDOW P 24'x42'-FX 25'x43' 4 FALSE WINDOW O 24'x42'-FX 25'x43' 5 FALSE WINDOW R NOT USED S 13-SH 20"x3S' 4 NOTE: MASONRY ROUGH OPENING SIZES FOR WINDOWS AND DOORS SHALL FOLLOW MANUFACTURER'S SPECIFICATIONS FOR MASONRY CONSTRUCTION ,, , DOOR LEGEND DI METAL D2 FIBERGLASS D24 ALUMINUM D3 CAT. 11 SAFETY GLAZING D4 SOLID WOOD D5 WOOD P6 WITH ALUMINUM THRESHOLD 0/2" MAX.) D-1 WITH MARBLE THRESHOLD 0/2" MAX.) 0 DOOR NOTES: ALL HARDWARE IS 70 COMPLY W11'H ILA. STATUTES CHAPTER 553, PART V FLA ACCESSIBILITY CODE 4,13,9 IN REFERENCE TO I -HAND GR46PA51LITY AND FBCA-201 SECTION 3013A EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. FBC2010 R311.2 GLAZING NOTES: ALL EXTERIOR DOORS AND WINDOWS SHALL BE IMPACT RESISTANT MEETING ALL APPLICABLE CODES AND REGULATIONS. (FBC R4410.2) Grow i Ino 1 N. RONAiLD REAGAN BI LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngrowp.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING R1tC. 1191 EAST NEWPORT CENTER DRIVE, STATE 207 DEERFIELD BEACH, FL33442 (954)482-0957 OFFICE 954 708-2468 FAX �vmaoma�oo� RIVERBEND LOT #43 170 MPH EXP. C PRN,JECT# 03303.043 AdODEL: STAMFORD 6510 ELEV. D GAitAQE SVWG: RIGHT PAGE: SCHEDULES FLOOR PLAN kh ARCF OT. STATE OF FLORA JAN 2 7 rs -v 01/27/14 DATE: SCALE! AS NOTED sr=ET ]NO: At. I Fl-j t Eau, Lr � CP' m min I LJiflilmllifl �.I�1 I I I � ,► � � .. .. , . 11�11� -- I I - II __ I:� - �rl\I���.._ .- . ..• ..:. -- . • . • LJ Q _jUrV �urV ■ ul . r . 6Jr6J „ 6J �� „" _ _ ■ ■ ■I � ■■ ■ .� f� � � ICI ICI �� No i i i = = ICI ICI ICI -_� ■I ■ram= I�I!1111�!I�II�!I�II'�!�mI - IM7!4 lim p o ,, � , ■I— — ' ■ �, I�I I�I hI I�I h I�I ; �i p ii s ■ 1 1 1 �■ . /I S. EL. 12'-8' TOP OF _ _ _ _ _ _ COVERED LANAI TIE BEAM EL. IO'-8' TOP OF,L BOND BEAM EL. I!o'-8' TOP OF I'-4' OPENING HGT. EL.6-0" LUINDOLU HGT. 1 3 6l N EL. 0'-0" FIN. FLR. SLAB EL. -0'-5' FIN. GRADE B !L FRONT ELEVATION ��l;lll;l lilllill REAR ELEVATION EL. 12'-8" TOP OF COVERED LANAI TIE BEAM EL. lO'-8" TOP OF BOND BEAM EL. IF'-8" TOP OF OPENING HGT. — — ❑ � ❑ - -- _ UJINDOUJ HGT. S ,LL. 0'-0' FIN. - - - - - - - T FLR, 5LA5 L F1 ROOF VENTILATION CALCULATION PER FBC R 8061 REQUIRED VENTILATION: 44-sz— SOFFIT VENTILATION PROVIDED: 4" X 4680'_ 130 5.F. 144 GENERAL NOTE: 4' UJ. CONTINUOUS SCREENED SOFFIT VENTING FIRST FLOOD ATTIC VENT CALLS. GM. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 DRAFTING BY: AB. DESIGN GROUP DRAFTING INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482-0957 OFFICE 954 708-2468 FAX ��e�aome000g RIVERBEND LOT #43 170 MPH EXP. C PROJECT# 03303.043 MODEL STAMFORD 6510 ELEV. D GARAGE BMWO: RIGHT PAGE: ELEV. "D" FRONT & REAR ARCF#TECT- STATE OF RONDA "'r 01/27/14 DATE scAim! AS NOTED 12 4� EL. 12'-8' TOP OF J4 COVERED LANAI _ TIE BEAM EL. 10'-8" TOP OF TIE BEAM ly GRIGKET EL. 1�'-8" TOP OF ENTRY TIE BEAM I I I I ... 2 l ^ I TIP CIF EL. B'-O' EL. WINDOW HGT. ♦ WINDOW HCsT. MUNTINS m SIDE AND REAR 5 ELEVATIONS FOR ❑ TRIM WATERCREST ONLY I HORIZONTAL ♦ "1 LAP SIDING, EL. m'-m' FIN. — — — _ — N _ EL. FLR. SLAB _ v . FIN. SLAB FLRSLAB I ., i 1 -1�_i I 1 FI _0'-f5" EL. 1 I'-8" TOP OF L ENTRY TIE BEAM EL. 10'-8' TOP TIE BEAM 1' -4 EL. 8'-P WINDOW HGT. TRIM HORIZONTAL — LAP SIDING _ I v N i EL. 0'-0" FIN. IL FLR. SLAB FL-0'-811 L LEFT ELEVATION 12 �14 --------------------- RIG]H[T ELEVATION EL. 12'-8" D TOP OF GOvERELANAI TIE BEAM EL. 10'-8' TOP OF TIE BEAM EL.B'-m" WINDOW HGT. J, FELLR.. 0'&SLA" B FIN. J. EL. Gf,,'rUoeupin p �r,o. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL33442 (954)482-0957 OFFICE 954 708-2468 FAX ��eoaoae�aoy RIVERBEND LOT #43 170 MPH EXP. t PROJECT# 03303.043 MODE3.c STAMFORD 6510 ELEV. D GARAGE BRING: RIGHT PAGE: ELEV. "D" LEFT & RIGHT ARCHITECT: STATE OF FLOPMA AN 2.7 2W PRINT 1/27/14 DATE slonAim AS NOTED 1 � m 4' 2'-0" 4" 10' 4" Iz 2'-0' 4' 101, 4' 2'-0" 4" g � v (($DIETAI L SCALE: 3/4" = 1'-0' 1 - 4„ 1 \\ "I4" 9' iN COI 1 ryl l l EQUAL SPACED SCORED LINES iNJ 1 u \ / 1' 1' ELEVATION PROFILE DETAIL (PDETAIL (ODETAIL ELEVATION PROFILE SCALE: 3/4" = 1'-0' SCALE: 3/4' = 1'-0" SCALE: 3/4' = 1'-0" T O E TAI L SCALE: 3/4" = 1'-0' all 6 21 a" 2" 2 2 N � � SYn V — 2n 2" ELEVATION PROFILE ELEVATION PROFILE MD ETAIL ("DETAIL SCALE: 3/4' P-0" SCALE: 3/4" = 1'-0' NOTE: • DETAILS INSTALLED PER MANUFACTURER'S RECOMMENDATION. • DETAILS SHALL HAVE TRADITIONAL LOOK AND SMOOTH FINISH U.N.O. • DETAILS TO BE CONCRETE COVERED FOAM. + SHUTTERS TO BE HIG4-4 DENSITY FOAM. • MANUFACTURER TO PROVIDE SHOP DRAWINGS FOR APPROvAL. / Design Group inc. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AB. DESIGN GROUP DRAFTING INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL33442 (954)482-0957 OFFICE rIhIhIB, ��seoeeooeog RIVERBEND LOT #43 170 MPH EXP. C Plt0n=T# 03303.043 moDEL• STAMFORD 6510 ELEV. D G ,&RAGE SWngGF: RIGHT PAGE: DETAILS ELEVATION )f D 79 �j ARCFMTECTf STATE OF FLORIDA JA1 2 1/27/14 1 Me-AT.id- AS NOTED 1 wr NO: A 2X4= 2X4:m SECURE TO BLOCK W/ 3,{6' 2X4= SECURE TO BLOCK W/Y4' TAPCONS OR DRIVE PIN SECURE TO BLOCK W/ TAPCON5 OR DRIVE PIN (MIN. SHANK SIZE .145 TAPCON5 OR DRIVE PIN (MIN. SHANK SIZE MIN. HEAD SIZE 300 (MIN. SHANK SIZE .145 .145 MIN, HEAD 51ZE .300 MIN. EMBEDMENT 1 Y4') MIN. HEAD SIZE .300 MIN. EMBEDMENT I YEN NOTE: STRUCTURAL 2X S" GMU �' DRYWALL WITHIN 8" OF EACH END 4 IS" O.G. MAX SPACING. NOTE: STRUCTURAL 2X MIN. EMBEDMENT 1 Y4') WITHIN 8' OF EACH END � NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE < I`X4' OR I'X2" P.T. NAILER MUST BE ON OUTSIDE 4 2X6� 18' O.G. MAX SPACING. MUST BE ON OUTSIDE 4 18' O.G. MAX SPACING, SECURED THROUGH SECURED THROUGH SECURED THROUGH 2X6=® s NON-STRUCTURAL ,{6 Ix4 P.T. OR %'X4' MIN. SECURE TO BLOCK W/2-3%6" NON-STRUCTURAL 3/f6" 2X6� 3 %° SECURE TO BLOCK W/1-1/4' " SECURE THRU FRAME 4 T OR DRIVE PIN EMPCON MIN. 1-Y4' SECURE TO BLOCK W/2-3/(6"NON-STRUCTURAL TAPCON MIN. 1-Y4' TAPCON5 OR DRIVE PIN EMBEDMENT N70 BLOCK. EXTEND I-Ya" INTO BLOCK IN. SHANK (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK. TAPGONS OR DRIVE PIN EMBEDMENT INTO BLOCK. CMIN. SHANK 51ZE,145 W/ 3,(6' TAPCONS OR DRIVE MIN. HEAD SIZE 300 8 GMU (MIN. SHANK SIZE .145 MIN. HEAD 51ZE .300 PM MIN. EMBEDMENT I YE kz" DRYWALL MIN. HEAD SIZE 8" CMU MIN. EMBEDMENT 1 Y4') 8' GMU Y�' (MIN. SHANK SIZE .145 WITHIN 8" OF EACH ND 4 E -MIN. EMBEDMENT ) I' Y4/' DRYWALL DRYWALL WITHIN 8' OF EACH END 4 MIN, HEAD 51ZE .300 MIN. f-Ya' IS" O.C. MAX SPADING. I'X4" OR I'X2" P.T. NAILER 2X8:® ❑ WITHIN 8' OF EACH END 4 15' O.C. MAX SPACING, I'X4` OR I'X2" P.T. NAILER 18' O.C. MAX SPACING. ❑ EMBEDMENT - 2X8 2X8 3(6" O.SB_ X 4' MIN. WITHIN 8" OF EACH ENp 4 SECURE TO BLOCK W/2-3f6" �f6 O.S.B. X 4' MIN. SECURE TO BLOCK W/1-I/4' I"X4' OR PX2' P.T. NAILER IS" O.C. MAX SPACING TAPCON5 OR DRIVE PIN SECURE TO BLOCK W12-%&" TAPCONS OR DRIVE PIN DOOR CASING (MIN. SHANK SIZE .145 POOR CA51NG TAPCON5 OR DRIVE PIN DOOR CASING CMIN. SHANK 51ZE .145 OR CA51NG DOOR JAMB OR WINDOW MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4') (MIN. SHANK SIZE .145 MIN. HEAD 51ZE 300 MIN. HEAP 512E 300 ATTACH TO 2X PER ATTACH TO 2X PER WITHIN 8" OF EACH END e MIN. EMBEDMENT 1 Y4) DOOR JAMB OR WINDOW MIN. EMBEDMENT I Yq') POOR JAMB OR WINDOW MANUFACTURER'5 DETAILS. MANUFACTURER'5 DETAILS. 18" O.G. MAX SPACING. WITHIN S" OF EACH END 4 ATTACH TO 2X PER WITHIN 8' OF EACH END 4 ATTACH TO 2X PER IS" O.C. MAX SPACING. MANUFACTURER'S DETAILS. 18' O.C. MAX SPACING. MANUFACTURER'S DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4") (DO NOT EXCEED Y4') NOTE: SHIM A5 NEEDED TO PLUMB JAMB NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yq") (DO NOT EXCEED Y4") DOOR JAMB TO BLOCK +3/4 OR +5/4 DOOR JAMB TO BLOCK +1-15/16" DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLOCK +3 /7/16" (e) WINDOW TO BLOCK +3/4 OR +5/4 ��1 WINDOW" TO BLOCK +1-15/16 E WINDQW TO BLOCK +3" �u1 WINDOW TQ BLQCK +3-7/16" SCALE: 3/8'=I 0" SCALE: 3/8 =1'-0 SCALE: 3/8"=1 0' SCALE: 2X4= 2X4:® 2X4:® SECURE TO BLOCK W/ 3{6' SECURE TO BLOCK W/ SECURE TO BLOCK W/ 3/f6' TAPCONS OR DRIVE'PIN SECURE TO BLOCK W/Yq' I?N TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 TAPCONS OR DRIVE PIN (MIN. 54ANK 51ZE .145 (MIN. SHANK 512E MIN. HEAD SIZE .300 (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 .145 MIN. HEAP SIZE MIN. EMBEDMENT I Y4') MIN. HEAD SIZE .300 MIN. EMBEDMENT I Y4") .300 MIN. EMBEDMENT I Y4") WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X MIN. EMBEDMENT I Y4') NOTE: STRUCTURAL 2X THIN 8' OF EACH END < WITHIN WITHIN 8 OF EACH END 4 NOTE: 57RUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 WITHIN 8" OF EACH END 4 MUST BE ON OUTSIDE 4 O.C. MAX SPACING. IS" O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2X6:® SECURED THROUGH IS" O.C. MAX SPACING. SECURED THROUGH 2X6:® 2X6� SECURED THROUGH SECURE TO BLOCK W/2-3/f6" NON-STRUCTURAL 3/(6' 2X6:® 3 NON-STRUCTURAL SECURE t0 BLOCK W/2-3/(6" SECURE TO BLOCK W/2-3%r," NON-STRUCTURAL 3.f6" TAPCON5 OR DRIVE PIN TAPGON MIN. I-Y4' SECURE TO BLOCK W/1-1/4' /r6' TAPCON MIN. I-Y4' TAPGONS OR DRIVE PIN TAFCON5 OR DRIVE PIN TAPCON MIN. I-Y4' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK. TAPCON5 OR DRIVE PIN EMBEDMENT INTO BLOCK. (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK, MIN: HEAD SIZE .300 (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN, HEAD SIZE .300 MIN. EMBEDMENT 1 Yq ) 8' GMU MIN. HEAP SIZE 300 MIN. EMBEDMENT I Y47 MIN. EMBEDMENT I Y4"J WITHIN 8' OF EACH END 4 DRYWALL MIN. EMBEDMENT 1 Y4') 8' CMU WITHIN 5' OF EACH END 4 8' CMU 8' O.C. MAX SPACING. WITHIN 8' OF EACH END 4 8" GMU IS' O.C. MAX SPACING. DRYWALL 18 O.C.OGMAX SPACING. Y` 2X8:® 1 X4' OR 1"X2' P.T. NAILER WITHIN 8' OF EACH END 4 ❑ Ya° DRYWALL 18' O.G. MAX SPACING. 1"X4" OR 1'X2" P.T. NAILER )�" DRYWALL l' I'X4' OR I"X2' P.T. NAILER ND 2X SECURE TO 2X8=® I'X4" OR I'X2" P.T. NAILER 2X8 ❑ SECURE TO BLOCK W/2-3f6' TRUCTURAL MEMBER 2X8 " P.T. X 4 MIN. SECURE TO BLOCK W/2-3,(6' POOR CASING DOOR CASING SECURE TO BLOCK W/2-2%6" TAPCONS OR DRIVE PIN (MIN. SHANK 512E /(2)12d WITHIN 8" OF EACH [END SECURE TO BLOCK W/1-1/4" OR DRfvE PIN DOOR CASING TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN CMIN. SHANK 512E 0 4 6' TO 8" O.G. MAXTAPCONS HEAP 512E .300(MIN. SHANK 51ZE .145 (MIN, SHANK SIZE .145 MIN. HEAD SIZE DOOR JAMB OR WINDOW .145MIN. MIN. HEAD SIZE .300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4") DOOR CA51NG MIN. HEAD SIZE .300 .300 MIN. EMBEDMENT I Ya") ATTACH TO 2X PER MIN. EMBEDMENT I Y4') ATTACH TO 2X PER WITHIN B" OF EACH END 4 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Yq') DOOR JAMB OR WINDOW WITHIN 8" OF EACH EN p 4 MANUFACTURER'5 DETAILS. WITHIN 8' OF EACH END 4 MANUFACTURER'5 DETAILS. 18" O.G. MAX SPACING. ATTACH t0 2X PER MANUFACTURER'S DETAILS. WITHIN S" OF EACH END 4 IS" O.C. MAX SPACING. 77AGH 7O 2X PER 15" O,G. MAX SPACING. IS' O.C. MAX SPACING. MANUFACTURER'S DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB CDO NOT EXCEED Y4") NOTE: SHIM A5 NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4") NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED )/4') NOTE: SHIM A5 NEEDED TO PLUMB JAMB (DO NOT EXCEED )14') DOOR JAMB TO BLOCK +1-1/2" DOOR JAMB TO BLOCK +2 1/4" DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLOCK +3 3/4" WINDOW TO BLOCK +1-1 2 B /� WINDOW TO BLOCK +2 1/4 WINDOW TD BLOCK +3' H WINDOW TO BLOCK +3 3 4' SCALE: 3/8 I -0 SCALE: 3/8 =1'-O' SCALE= 3/8".1 -0 SCALE: 3/8"=1'-0' A R C R IT E C T Gro�upgn 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroLip.com AA #: OW3325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL33442 (954)482-0957 OFFICE IINIHIN �eoa�maeos� RIVERBEND LOT #43 170 MPH EXP. C PROJECT# 03303.043 wor)mm. STAMFORD 6510 ELEV. D GAEtAGiE SWDM: RIGHT PACE. DOOR WINDOW ATTACHMENTS DETAILS ARGh�ITEGT: STATE OP Fr WDA .¢%'27 DAATET' d1/27/14 gCALE. AS NOTED gYIEET NO: L� ..Y CONT. METAL PRE-FAB TRUSS ` TRACKS, TOP 1 BOTTOM SECURE 2x6 MIN. TO ELK W/ (4) 1/4" x 3' TAPCONa BRG. HGT. SEE FLOOR O PLAN 0 IB R 1/2' CLG. BOARD O IR' DRYWALL � O 3' DIAM. STEEL PIPE_"� 2x4 ON FLAT TO BLK (SEE STRUCT. DUGS.) (SEE STRUCT. DWGS FOR ATTACHMENT) -.. METAL STUDS 24'' - O.G. W/ FULL LENGTH LAYER OF 1/2, '. SIDES: 2X6 GARAGE DOOR BUCK TYPE GYPSUM WALLBOARD LAT LAT STEEL PLATE " (SEE STRUCT. DWGS. FOR .. ATTACHED TO EACH (SEE STRUCT. D114XSx8 - ATTACHMENT) SIDE 6 12. O.C. O a d a a ,tee CONC. SLAB a. 4" 1'-6 4' FIN. FLR. GARAGE DOOR TYP.INT. WALL METAL STUDS / BOLLARD 11 BUCK ATTACHMENT 2 NON-BRG.) v SCALE: 3/4'-1'-0' SCALE: SCALE:3/4'=1'-0' METAL STUDS •l• •• •` �."+: •� , •� 1/2' DRYWALL' "" f' •t 44 3' DIA. PIPE , i •• ••s. t• BASE BOARD :s ;t ALUMINUM FRAME SECURE X •• C SEE WINDOW SCHEDULE FRAME TO SILL WITH SILICONE O DRYER VENT FOR WINDOW TYPE In , BOX •• ' P.T. WOOD BLOCKING Z •.j•'• •,. SOLID SURFACING MATERIAL FORMED AND POURED FINIS FLOOR SET IN FULL BED CONCRETE SILL (SEE Lu H CONSTRUCTION ADHESIVE STRUCT. DWGS. FOR REINF.) W �� .•�. _ � CONC. SLABSEALANT •' I j o - /S' THICK, 3 COAT CEMENT PERIMETER (TYP.) _ PLASTER APPLIED DIRECTLY TO MASONRY 1/2 IN. GYPSUM WALLBOAR - ------------ —8' CMU (SEE STRUCT DW36. Ix2 P.T. FURRING STRIPS FOR REINF.) a - a 0 16' O.C. 4 �_ d - 4 4 p .. SECTION ELEVATION S.H. WINDOW SILL 4 AT EXT. WALL SCALE: DRYER VENT BOX TYPICAL DETAIL A R C N IT E C T S i� Aroup Inc. 1441 N. RONAID REAGAN D. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngrou p.com AA #: 0003325 M ING BY:GN GROUPING INC.T NEWPORTVE, SUITE 207ACH, FL33442957 OFFICE-2468 FAX rIIII�I I M �IIIIIII'll �vo�000seog RIVERBEND LOT #43 170 MPH EXP. PROJECT# 03303.043 WODZZ • STAMFORD 6510 ELEV. D GARAGE s'WlrfG: RIGHT PAGE: misc. DETAILS ARCHREOT. STATE OF F L-OMA JAN 2 7 /15 PX"4 DAT 01/27/14 SCALE. AS NOTED SPEC= NO: �2 A R C H I T E C T S 0 ROOF SHEATHING C, SEE ROOF SHEATHING ( SEE NON-STRUCTURAL' METAL ROOFING ROOF SHEATHING (SEE STRUCT. DWGS, FOR PLYI OOD STRUGT. DWGS. FOR PLYUCCO) OVER'30 FELT TO CONFORM UU/ STRUCT. DWGS. FOR PLYWOOD SHEATHING, NAIL SPACING AND SHEATHING, NAIL SPACING AND ,ASTM p 226, TYPE $2 SHEATHING, NAILING SPACING TYPE), TYPE). AND TYPE). Ix2 P.T. EMBED. STRAP (SEE STRUCT FOR TYPE, SIZE, # OF NAILS 4 SEE RGY CO[)E FORMS FOR IMED P,45C�4 DETAILS). IX2 FIRE -STOP INSULATIONULATEON R VALE SEE STPRE-PRRUG OR SIZE —1/2" LIGHT WEIGHT MATERIAL AND PRE-ENG WD'. TRUSS 24" O.G. MAX. RIGID DRYLUALL. EM5Ep. 5TRAP (SEE STRUGT ATTACHMENT) SEE FOR TYPE, SIZE, " OF NAILS 4 STRUc. 10'-8' SRC. HILTL DETAILS). STUCCO SOFFIT NOT LESS 7HAN--� PRE-ENG WD. TRUSS 24" O.G. MAX. 1/2" TOTAL THICKNESS OVER FELT BONE) BEAD (SEE STRUCT. MTL LATH. LAPPED NOT LESS GALV. METAL DRIP EDGE DWGS FOR SIZE -AND REINFJ THAN 1" 4 FAST W/ 3/0° HEAD 1x2F.T.GALV. ' NAILS,,.(2 PER SF MIN.) a OVIDE CONT.WIDE Pf�E-PRIMED FASCIA SEE 8'-O" WDW HE), HGT, 1 SEE STRUG. G,ALV. METAL DRIP EDGE SCREENED ENTS W/ WIRE MESH (SEE STRUGT. FOR SIZE, STRUG 1x2 P.T. CORROSION RESISTANT 1/8" MAX MATERIAL AND ATTACHMENT) PRECAST LINTEL (SEE OPNG. THROUGHOUT ALL STRUCT. pWG5, FOR SIZE PRE PRIMED FASCIA ELEVATIONS. AS PER FSC R8(d6. STUCCO SOFFIT N07 LESS THAN 1/2" I I AND REINFJ \_— (SEE STRUCT. FOR SIZE, (SEE ROOF FLAN FOR TOTAL THICKNESS OVER FELT MTL. R-4.1 BATT. INSUL. MATERIAL AND ATTACHMENT) VENTILATION REQ. a CALGS.) LATH. LAPPED NOT LESS THAN 1" 4 WINDOLU ATTACHMENT BOND SEAM SEE STRUCT. FA57 W/ 3/8" HEAD GALV. NAILS (2 PER DWGS FOIR SIZE ANp REINFJ SF MIN,) PROVIDE CONT. 3" WIDE AS PER MANUFACTURER'S STUCCO SOFFIT NOT LESS THAN 1/2" SGREENED VENTS W/ WIRE MESH SPECIFICATIONS TOTAL THICKNESS OVER FELT MTL. 2x4 NAILER CORROSION RESISTANT I/8" MAX Of NG. IX2 FIRE -STOP LATH. LAPPED N07 LESS THAN I" 4 PRECAST LINTEL (SEE STRUGT. THROUGHOUT ALL ELEVATIONS. AS PER FAST W/ 3/5" HEAD GALV. NAILS (2 PER DWGS. FOR 'SIZE AND REINF.) s, FBC R606. (SEE ROOF PLAN FOR R 8" CMU (SEE ST UG7 pLG S. SF MIND PROVIDE CONT. 3" WIDE VENTILATION REQ. 4 CALCS.) FOR VERT. AND HORIZ. REINF.) SCREENED VENTS W/ WIRE MESH 5/8" THICK, 3 COAT CEMENT Ix2 P.T. FURRING CORROSION RESISTANT 1/8" MAX OPNG. PLASTER APPLIED DIRECTLY STRIPS a 24' ' O.G. THROUGHOUT ALL ELEVATIONS. AS PER TO MASONRY OR STONE VENEER FORMED AND POURED FBC R806. (SEE ROOF PLAN FOR ATTACHED PER MANUF, RECOMMEND. CONCRETE SILL (SEE STRUCT, DWGS. FOR REINF.) N 1/2" GYP. WL. 5p). f N w VENTILATION REQ. 4 CALCS.) Q n u WOOD BASE I U 8" CMU (SEE STR4c',T DWGS. pLu 5/0" tH IC;<, 3 COAT CEMENT z q _ w _ w 5/8" THICK, 3 COAT CEMENT FOR VERT. AND HORIZ. REINFJ z Q — Ld PLASTER APPLIED DIRECTLY F fY 0 -0 FIN.. FLR. PLASTER APPLIED DIRECTLY TO MASONRY OR STONE VENEER of o D TO MASONRY OR STONE VENEER STUCCO STOP O ATTACHED PER MANUF. RECOMMENC).� ATTACHED PER MANUF. RECOMMEND. D STUCCO STOP a ° ' 'D STUCCO STOP GRADE a GRADE GRADE a MONOLITHIC` CONIC. FOOTING o _ a (SEE STRUCT. PLANS FOR P a SIZE ANp REINFJ D d NON-STRUCTURAL METAL ROOFING OVER #30 FELT TO CONFORM LU/ ASTM D 226, TYPE 02 OUTRIGGERS TO 5E TUJIGE THE DISTANCE OF OVERHANG (SEE 671RUC7. DWGS. FOR SIZE 4 ATTACHMENT) —PRE-ENG UUD. TRUSS 24" O.G. MAX. 101-8" 511 HGT. > SEE ENERGY CODE FORMS FOR NSULATION R-vALUES. OL 8'-0" WDW HD. HGT. 1/2"LIGH7 WEIGHT RIGID DRYWALL. IX2 FIRE -STOP R-4_I 5AT7. IN5UL. WINDOW ATTACHMENT AS PER MANUFACTURER'S SPECIFICATIONS FORMED AND POURED CONCRETE SILL (SEE STRUGT. DLUGS. FOR REINFJ Ix2 P.T. FURRING STRIPS 's 24" O.G. 1/2" GYP. WL. BD. WOOD 5,45E 0'-0" FIN. FLR. 1-STORY 1-STORY GABLE BLOCK WALL BLOCK WALL SCALE: 3/4 - 1'0" \ � � SCALE: 3/4 =1 -� a SEE —ROOF SHEATHINCr (SEE STRUCT. DWGS. FOR PLY'UUOOD "SHEATHING, NAILING SPACING ANC) TYPO. 2 P.T. —PRE-PRIMED FASCIA (SEE STRUCT. FOR SIZE, M,47ERIAL ANC) ATTACHMENT) `STUCCO SOFFIT NOT LESS THAN 1/2" 707AL 7HICKNE66 OVER FELT MTL. LATH. LAPPED NOT LESS THAN 1" 4 FAST W/ 3/8" HEAD GALV. NAILS l2 PER SF MIN.) PROVIDE CON7. 4" WIDE SGREENED vENTS W/ WIRE MESH CORROSION RESISTANT 1/8" MAX OF=NG. THROUGHOUT ALL ELEVATIONS. AS PER F5G RSO6. (SEE ROOF PLAN FOR VEN7ILA7ION REQ_ 4 CALCS.) 2x4 NAILER t, 50, THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY OR STONE VENEER ATTACHED PER MANUF. RECOMMEND. 8 CMU (SEE STRUCT DWGS. FoQR VERT. AND HORIZ. REINFJ STUCCO STOP GRADE Design Group Inc 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482-0957 OFFICE 954 708-2468 FAX u� o � q z au a� a eu 0 z Q m B N m v h co RIVERBEND ]LOT #43 170 MPH EXP. C PROJECT# 03303.043 MODEL: STAMFORD 6510 ELEV. E GARAGE SWING: RIGHT PAGE: MONOLITHIC I —STORY WALL SEC)TIONS,, ARCHITECT: STATE OF FLORIDA PRIN 01/27/14 D AT SCALE: AS NOTED SHEET NO: D 3 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES OUIULT WITH G WITH GR U 125v OUTLET FAULT IN / 20 AMP (TAMPER RESISTANT TYPE) .GUIPED WITH GRXXNC 110v OUTLET FAULT 18T (TAMPER RES18TANT U TYPE) IIOv OUTLET D WITH G ROUNZ IR OF OUTLET FAULT FAULT IN WILD TO SWITCH RESISTER (TAMPER RESISTANT ANT TYPE) OUIPED WITH GROUNC IIOV OUTLET FAULT INTERUPTER (TAMPER RESISTANT GFI TYPE) �If (�)\ 220V OUTLET 4 WIRE CONNECTION GFI EXTERIOR WATERPROOF GROUND FAULT INTERRUPTER OUTLET 4� Vt SWITCH SWITCH 3-WAY OPER. SWITCH 4-WAY OPER /64 WALL MOUNTED LIGHT ] CEILING LIGHT `O VAPOR PROOF LIGHT VP RECESSED CAN I CFM PER ® VENT. PAN SO. FT. VENT. FNJ W/LIGHT I CFM PER SO. FT. �6 T LIGHT STRIP *LIGHT STRIP 2'RECESSED 2-15ULB WRAP ® FLUORESCENT LIGHT AROUND 0 PANEL METER GATT. BACK-UP SMOKE DETECTOR W/ HARDWIRE 5 D INTERCONNECTED BATT. BACK-UP W/ CAR504 MONOXIDE/ HARDWIRE INTER- CONNECTED SHALL S/CO SMOKE DETECTOR CW50 BE A DISTANCE OF NOT LESS THEN 4' FROM WALL . TELEPHONE JACK WATER HEAT. A/C AIR COND. DISCONNEC TV. TELEVISION JACK eggFF. CEILING BOX REQ. TO OJ-Box BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION CEILING BOX REO.TO BE SUPPORTED IN CEILING FAN/LIGHT ACCORDANCE W/ BO AS A9 MARKED SUCH FOR INSPECTION OPTIONAL SECURITY KP KEYPAP IIIC���II IJ_B PUSH- BUTTON FOR CHIMES IRRIGATION TIMER AND MOUNTED MAT14ER IRR CONTROL BOX PROO°LOW VOLTAGE BOX CABLE / TV MOUNTED HEATHER C/.I. BOX PROOFLOW VOLTAGE BOX PHONE / DATA EXTERIOR MOUNTED HEATHER BOX VOLLTLOW BO TAGGEX CHIME, VERIFY MCUINTE CHIME HEIGHT IN FIELD FLOOD LIGHT PENDANT LIGHT iF \ FAN BOX W/ 3-WIRE ----� UNDER/OVER CARNET LIGHTING • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO BE VERIFIEp 0 HOMEOILNER PRE -CONSTRUCTION MEETING. • 20 AMP DEDICATED LAUNDRY CIRCUIT / REP. • GFI a ISLAND (NOT ON KITCHEN CIRCUIT) ' DISHWASHER DISCONNECT TO BE LOCKOUT IN PAry�E9L G APAC�ITOY1 Xb0 T ANT HAVE II.N- 2010,RESIDENTIAL CODE ABLE M150T3) ' 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 SO OPERATION OF ANY OF THEM SHALL CAUSE THE ALARM BOUNDING DEVICES ALL SMOKE DETECTORS WITHIN THE DWELLING UNIT TO SOUND • SINGLE STATION SMOKE DETECTORS SHALL BE INSTALLED MIN. V 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 HARDWIRED , AND HAVE BATTERY BACKUPS. CARBON MONOXIDE / SMOKE DETECTOR COMBO SHALL BE INSTALLED WITHIN 10' OF BEDROOMS. ALL OUTSIDE DEVICES 4 COVERS NEED TO M WEATHER RESISTANT PER NEC 200E • ALL I5ATAMPER4 70A REGEPTACLE9 SHALL BE TANT PER NEC 20-ce (3) 0 1/0 THHN/THWN COPPER CONDUCTORS, (1) 0 (o THHN/THWN COPPER GROUND IN 2"CONDUIT 150 MAIN PANEL "A' NEMA 3R COMBO 150 MAIN DISCONNECT PANEL "B" AND M METER CAN GABLE / TV WEATHER POWER COMPANY 300 PROOF BOX - TRANSFORMER PHONE / DATA WEATHER PROOF Box PANEL 'A' PANEL "B' 150 AMP 150 AMP 120/240 VOLT 120/240 VOLT 42 CIRCUITS 42 clRcU1T5 MLO MILO SERVICE 5Y OTHERS LINTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE (3),10 2/0 THWN GRADE LINE CONNECTIONS IN 2"CONDUIT PROVIDE 114 THHN/THWN COPPER CONNECTED TO CONCRETE ENCASED FOOTER STEEL AND TO COLD WATER PIPE PER NEC 2008 250. NOTE: IF PVC IS USED THERE 15 NO BOND/GROUND TO COLD WATER PIPE. 5/8"DIA X SFT LONG GALv. GROUND ROD ELECTRICAL R16ER NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC, CODE;, LOCAL CODES, AND THE LOCAL POWER CO. LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE #D2) HOUSE PLAN: 6510 1 MODEL 3544 SQ. FT. GENERAL LIGHTING X 3 VA. PER SQ. FT. 10632 2 20AMP APPLIANCE CIRCUITAT1500VAEA. 3,000 1 LAUNDRY CIRCUITAT 1,50 1 RANG EATNAME PLATE RATING0RCOOKTOP/OVEN 12,000 1 WATER HEATER 4,50 1 DISHWASHER 1,20 1 CLOTHES DRYER 5,000 1 DISPOSAL 50 1 MICROWAVE 1,500 1 REF. 1,200 SUBTOTALOFGENERAL LOAD 41032 FIRST 10KVAOFGENERAL LOAD AT100% 10,000 RE11141 OFGENERAL LOADAT40% 31032 VA.X 0.4 12412. TOTALNETGENERALLOAD 22,413 4N HEAT PUMP #128 AMP X 240 VA 6720 2ON HEAT PUMP #2 21 AMP X 240 VA 5040 1W ELECTRIC HEATAT 65% 6500 5 ELECTRIC HEAT AT 65 33250 ;KW NETGENERALLOAD 22,41 N ET TOTAL HEAT 21510 TOTAL LOAD 43,92 FUTURE GROWTH 10% 4392.28 CALCULATED LOAD FOR SERVICE 48,315 VA/ 240 V= 300 AMP SERVICE REQUIRED 201 AMP NOTE: ALL BREAKERS SERVING HABITABLE RECEPTACLES SHALL BE ARC -FAULT TYPE PER NEC 21 12 REQUIREMENTS. NEUTRALCALCULATION: LIGHTING, APPLIANCE, LAUNDRY LOADS: 3000 VA @ 100%, REMAIN DER @ 35 % NET LOAD RANGE: 12,000 @ 70% DRYER: 5,000 @ 70% TOTAL N EUTRA L A MPAC ITY: 18,489/240 = 78 A #2AL MINIMUM NEUTRAL CONDUCTOR. 14,283 VA 6,949 VA 8,400 VA 3,500 VA 18,849 VA 300 AMP SERVICE PROVIDED NOTE: ALL BRANCH CIRCUITS IN ALL HABITABLE ROOMS ARE TO BE PROTECTED BY AN ARC -FAULT INTERRUPTER L15TED TO PROVIDE PROTECTION OF ENTIRE BRANCH CIRCUIT ELECT'HUCAL III OO O l';' PLAN ELEVATION' 99D99 r- - ------- r------------------ I I MASTER BEDROOM I I I I PROVIDE G� J-BOX FOR � OPT. FAN `\ I \ I I \ I IAFCI IS c- L —- \ --------- GFI � I I I I VP MASTER \\I ---- BATH I � I I ! r W.LC_-� I I I I -----------------------------T I I LAUNDRY GFI s \ \ \ Tv. �!! V—` BEDROOM #2 / 1 PROVIDE I 1 1 J-BOX FOR �� \ OPT. FAN - - - - - - - - - - '--- AFC ---� I S/COl \4r GF ( - - - - - - - - - - - - - - - - - - - - II II\ COVERED I I /,-"`-- _---- —'✓ti\ I I �— r"` LANAI ' CASUAL ' �^\1 xi �DINING" I \ I GFI SWITCH FOR GAP �1 ---- I i/ DISP. INSTALLED --------- INSIDE CAB. I HGT. A5 \ % \�� GFI 11 PER MANUR // OUTLET D/ / p HOOD FOR\r-----------------------, �\r---------------------� I I FOR PLU /Ili : I r I;~ s/co l ��� - 1,i `�1i� I l ,�u PANTRY \� 3 j _ I L_J I GFI FAMILY I ROOM I 1� GFI KITCHEN BUTL'R PAN. ~ %�l PROVIDE ��l\—' OVEN REF. / Vi OP�PAFOR� l�� GFI—GFI �m / \ _ _— I I I I F— OUTLET / FOR MICRO / 1 ' ABOVE DINING 1 ' ROOM I I I L - - - - - - - L_ j,, L------ ��� — — — — — L---------------- � /----- L--- -� L - - - - - - - — — — — — — — — — — — — — — — — — —---------- 3 I - -1 r---- - - -� -F Tv. 4FC s/coI L____ -J- '�__�` L._______� ,r BATH -- BEDROOM #4 _ 1 #2 r T 3 / \ PROVIDE J-BOX FOR OPT. FAN I 1 LIVING HAUNCHROOM U A/c\\ \\\ I I �� I �� WH v I I I I I \ WH \ FOYER 9 / PANEL PANEL F - ___ I I GFIw44" I >-�\ I \\ A.F.P. P.B. FOR L\� _ — — — GARAGE OPENER DR' ---- 1 WALL MOUNTED \ LIGHT W/SWITCH IN \ ATTIC -- — — — — — — / IV/ ENTRY \\ CLG. AFC GFI P.15. \\ GARAGE OUTLET ' SD CHIMES \ WP GFI BEDROOM #3 ! / i GFI CLG. / ( BAT -------_-- OUTLET PROVIDE x1l J-BOX FOOPT. FAN S COURT j YARD E§ VP \ COACH COACH ,LIGHT LIGHT F- I PROVIDED ELECTRIC SMOKE DETECTORS WITH BATTERY BACK - UP IN ALL SLEEPING AREAS AND STAIR LANDING WIRED SO THAT THE ACTIVATION OF ANY DETECTOR WILL ACTIVATE ALL. A CARBON MONOXIDE ALARM SHA BE INSTALLED IN ACCORDANCE WITH F.A.C. RULE 9B-3.0472 WITHIN TEN FEET OF EACH ROOM USED FO SLEEPING PURPOSES. IGOND� METER FIELD VERIFY LOCATION A R C N I T'E C T S GMsign roowu1n4:. 1 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL33442 (954)482-0957 OFFICE RIVERBE1ND LOT #43 170 MPH EXP. C PROJECT* 03303.043 MOD=- STAMFORD 6510 ELEV. D A %AQE 391►IN0: RIGHT PAOE: FLOOR PLAN ARC 1TECT STATE OF FLCFdDA D - 01/27/14 ATI SCALE AS NOTED SPIN T MO: ]� 1 ILEF-4F� r, r t ' GATE VALVE (TYPJ HEAT TRAP ROUTE PIPING TO DRAIN ON''6RADE 2" DEEP E4ALV, STEEL DRAIN PAN (24 CzA.) OR -PLASTIC SLEEVE AND SEAL DRAIN PIPING THRU WALL. PROVIDE MESH SCREEN ON OUTLET OF PIPE, VACUUM RELIEF VALVE \,H.UJ.�.T0 U1. _ EXPANSION TANK l TEMP 8 PRESS. RELIEF v,4LvE- A.S.M.E•. ROUTE PIPIN!x FULL SIZE TO DRAIN PAN. D15CHARGE SHALL `BE N5TALLED IN A MANNER 5 THAT pOES NOT C,AU5E \ PERSONAL INJURY TO OCCUPANTS IN THE IMMEDIATE AREA OR STRUCTURAL DAMAGE TO THE BUILDING. TEMP. CONTROL VALVE WATER HEATER DETAIL (TYP.)_ N.T � HB -- — — — —— ———————— — — — — —— r-— — — — — -- -------- I I I I --------- 1 COVERED CASUAL �' LANAI i DINING o .. I 1 I ° 2 I l I _ MASTER u BEDROOM 2' I 1 — ADMITTANCE aC �- - -- -- ------ VALVE --- i` Z 1 - ———J I----- / N 2" 6 --- -.- _ 1 // O , PAN. 2" YTS 1 II I 2 2 z" GARDT y LAv. LAv. KITCHEN i BEN FAMILY BUTL' �II MASTER I ROOM PAN. BAT I I ,, _ 77 _ _ 11 I IL I II-1 1 i-=---i �---- -�, I--------� C -a4 x40 sHwR. I 2"1 1 3, I Luc . I 1 1 1 DINING I 1 1 I I I I I I I I ROOM I I I I I I L------ L---_ II J L------ I 11 I I I I-----� F----- -_1 F­------] L 2" VTR W.I.C. L - - I I I I I I I I I I I 3' I --——— ———————————---———— ----------------i —————— ------ LAUNDRY r — — — — — — — 7 F — — — BATH F.0 I 2 2' L------J L - - - - - - - - - J U-------J I L.T. F S WR I 2'vTR BEDROOM4 2^ " I I LAv. 2VTR 2 i I I ILAUNCH I - I I 2 ° �% 3" LI ING (FOYER — / I ROOM i 1 I I � � WH I I A/ ......... 13 F:U I 2 C F.0 I I I I � P`U ro F.0 T F.0 3/4" P 4 T BEDROOM #2 — — — I I I I I RELIEF PIPE I TERMINATE (o" + J — — — J ABOVE F.F. —-------- ATH 3' COV. ..' Q ENTRY GARAGE 3" BEDROOM #3-------_-- wC. 32 F.U. TUB / C O U PLUMBING LEGEND WASTE A/C LINES FROM UNIT TO CONDENSER WILL BE RUN OVERHEAD S 4 "VTR PWDR. SHwR 3 RT HB 2 YARD 2 WAY CO. 4" SANITARY SEWER. 5EE CIVIL DwCsS FOR CONT. FIRST FLOOR CLAN WATER DISTRIBiJT10N/ DRAINAGE PLAN A R C H" FT E C T S Design Group Inc. [1441 N. RONALD REAGANJBLVD.LONGWOOD, FL3275PH: 407-774-6078 FAX: 407-774-4078 www.abdesignigroup.c AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482-0957 OFFICE 954 708-2468 FAX r � I � 4 RIVERBEND LOT #43 170 MPH EXP. C PROJECT# 03303.043 MODEL: STAMFORD 6510 ELEV. D GARAGE SWING: RIGHT PAGE: PLUMBING PLAN FTHITECT: F FLORIDA JAN T 15 USJAA4 CANTWELL NO 12079 PRINT 01/27/14 T A TL'�- ,W.. CONDENSING UNIT SCHEDULE SELECTION BASE ON -- -- COMPRESSOR DATA FAN MOTOR EFFICIENCY ELECTRICAL DATA DESIGNATION NON TONS . ...MODEL NUMBER LRA REA H.P. AMPS SEER COP VOLT PHASE MCA MOCP WT(LSS) DIMENSION (L X W X H) HP-1 5.0 25HBC560 134.0 26.4 115 1.2 15.0 NIA 23011 34.2 50 294 39 1/8 X 35 X 35 AIR HANDLING UNIT SCHEDULE FAN MOTOR CAPACITIES (MBH) STRIP HEATER (AUX) ELECTRICAL DATA SELECTION BASE ON FAN DATA EXT SP IN COOLING COOLING COOLING HEATING HEATING HEATING K.W. STEPS VOLT PHASE HTR AMPS MCA MOCP WT. (LBS) DIMENSION(H X W X D) DESIGNATION NON TONS MODEL NUMBER HEATER CFM SUPPLY CFM OA WG H.P. AMPS TOTAL SENS. LAT. TOTAL HSPF TOTAL AHU-1 5.0 FX4DNF061 8KW 1996 ----• 0.3 314 6.0 57.0 42.75 14.25 66.0 8.5 25.9 7.8 1 23011 32.0 48.0 50 201 59 114 X 24 3/4 X 22 314 AC # 1 PLENUM: 19"X21" S/A , SUCTION LINE: 1-1/8" COPPER W/1/2" CLOSED CELL INSULATION LIQUID LINE: 3/8" COPPER CONDENSATE: 3/4" PVC SCHEDULE 40 - FLEX DUCT LOCATION SHOWN /N PLAN IS SCHEMATIC AND TO BE ADJUSTED AT JOB SITE TO ACCOMMODATE FIELD CONDITIONS. DUCT WORK DESIGNED AS PER ACCA MANUAL D. BROAN #784 EF-1 @ 80 CFM W/4"O V.T.O. HVAC PLAN GALV. CLIPS FLA PRODUCT APP.# FL14239 CU MOUNTING DETAIL CEILING STRUCTURE REF. LINEES, LINE TRAP COND. LINE TERMINATE MIN. 12" OFF WALL AT/IT ' 0. �� � SUPPLY AIR DUCT 4" SLAB FMODTLEVffi. ELEVATION 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 4"hUN. PROVIDE 4" MIWUM CLEARACE ON ALL SIDES OF AHU CLOSET INT DIM TO BE 12" WIDER THAN AHU :. AS PER M1305.1.1 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 1 8. ALL CONDENSING UNITS TO BE MIN 5 FEET FROM PROPERTY LINE 9. THERMOSTATS TO BE DIGITAL PROGRAMMABLE. Denni s Duff Digitally signed by Dennis Duff DN: cn=Dennis Duff, o=Engineered Air LLC, ou=License CAC045860, entail Dennisd@engineeredair Ilc corn. C=L1S Date 201412.2312:28:25 OS 00 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 S USED BY OR DISCLOSED TO ANY PERSONAF,� CORPORATION FOR ANY PURPOSE WHAR, If WITHOUT THE WRITTEN PERMISSION OF ENOfNEFsR�D AIR LLC. DRAWING IS DIAGRAMMATIC AND ACTUAL LAYOUT \ CAN CHANGE DUE TO FIELD CONDITIONS. / PLAN HISTORY PLAN STARTED 12.23.14 0 w w z � c) J J DRAWING INFO CONTRACTOR INFO: 2520 N. ANDREWS AVENUE POMPANO BEACH, FLORIDA 33064 PHONE: (954) 974-7277 FAX (954) 973-1883 STATE OF FLORIDA LICENSE # CAC0458GO STANDARD PACIFIC RIVERBEND STAMFORD MODEL DRAWING SCALE: LOTNUMBER: 1/411=1'-©" 43 DRAWING COMPLETED BY: SE V. CHECKED BY: RIS W. DRAWINGNUMDER: PAGE DESIGNATION: 209751 M 1 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'—O". 3 — COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE: 4 — REFERENCE ELEVATION t0'—D", SEE SURVEY PLOT FOR NGVD. 5 — PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHI ULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENVOF AGRICULTURE AND C, NSUMER SERVICES. 6 — PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT 'APER 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 AID LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURERS SPECIFICATIONS. 10 — SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT., 11 — E3INDICATES #5 BAR, [�] INDICATES #6 BAR, Q INDICATES #7 BAR VERTICAL REINFORCING E ,R 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. 3ARS 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 FOUNDATI NS. DESIGNED WAS BASED ON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,500 PSF. TRANSFER REINFORCING (TOP .STEEL) H, S 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 REQUIREMEI TS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-08/ASCE 5-08, USING: f'm = 1,500 PSI, TYPE S MORTAR, ASTM C476 GROUT (3000 P I), UNITS LAID IN RUNNING BOND. 16 — FOOTING SCHEDULE MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM—i6x16 16" CONTINUOUS 16" — (2) #5's DI L WWM 60", PERIMETER (+)0'-0" CW-16x16 16" CONTINUOUS 16" — (2) #5's — (+)0'-0" CW-24x16 24" CONTINUOUS 16" #5's 0 16" O/C (3) #5's — (+)O'-0" F-60x6Oxl6 60" 60" 16 (5) #5's (5) #5's - (+)0'-0" TE-1 8" SEE PLAN B. - (1) #5's - (-)0'-6" TE-2 12" SEE PLAN S. - (2), #5's - (+)0'-O" PROVIDE CORNER BARS, SAME SIZE AND QUANTITY AS BAR IN FOUNDATION, WITH 30" LEG EACH WA . 65'-0" 21'-0" 22'-0" 10'-6*1 1Of— 6 El IIIIIIIIIIIIIIE110 o —� _ _ I- FM- 6x16 J N (2) #5 BARS IN GROUTED CELLS BENEATH WINDOW SILL. o I � I I o N If El aI FIEII - F — FM-16x16 o I `� SECURE END STUD TO MASONRY W/ %" 0 X 6" MIN. EXPANSION BOLT W/ 30 OVERSIZED WASHERS PLACED 16" C MCONC. BED ElTYP CAL OF NDSTUDANDMASONRY I END STUD TO BE PT or 15# ROOF FELT BETWEEN WOOD ai I 5 o I I S-2 5'-0" WIDE" AREA OF OBL. WWM FOR UPLIFT RESTRAINT � ❑ �� I I d o ��u�r o i,�tl�nr�n I � I � I VLiINVIIIIVVL, V��IL'',WU l'JVV�IJ 2x6 WOOD BEARING WALL 0 c' ~1 W/ SYP No.2 STUDS 01 12" 0/C. I I u l I OP OFO"SLAB w I I I 0 TE_2 J � I I °I I I I I 5'-0" WIDE" FOR UPLIFT RESTRAINT X PROVIDE (5) 2x6 STUDS ® END OF WALL. o L oI ,D r-� 20'-7" 12 S- I I 2x4„WOOD BEAR W/ SYP No.2 S' ❑ I i I � - I 0 I^ w I TE-2 — x IT oo I ip CJ } o �C> O 5'-10" — FM-16xI6 o I oTo Io INSPECTOR NOTE STRUCTURE WAS DESIGNED BASED ON THE z010 FLORIDA RESIDENTIAL BUILDING CODE, HVHZ SECTIONS 4 22'-0" 7-1" 9 ,1„ El Ell o m ^T o �. IEII I I I I I LL 0 ° F- — — FM- 16x16 — — — - — t(2) #15 BARS IN GROUTED CELLS BENEATH WINDOW SILL, 4 S-2 I� I I I Io o I I (2) #5's x 6'-0" CRACK- BARS POSITIONED IN THE MIDDLE OF SLAB TYPICAL-@ INSIDE CORNERS AND :AS SHOWN. ❑ T I r- ;ONC. - I to I - I I t � ° I I I I° O #5 BAR IN GROUTED CELL I BENEATH WINDOW SILL. {� I •' I I I° II I ao I � in I co TI S- ALL 0 16" 0/C. I I I I L-------------J o TE-2 4 �$ I j ❑ 8'-2" ♦' 16'-4" ° I oI a]o �I I �I o 16"� �16" o = I� EI 0 _ BEAM ABOVE . EI E] ❑ O ° - ❑ I I o I I N I I 0 o I FMC-1606 FM-16x16 � o f I f S72 El d FIMC-16x10 FM-16x16 FMC-16 6 , — o 1I El El a 1 N " 30' 16'-0" 30 16" — — — — FM-16x16 I WEI 11'-4" ElO N N p 8'-9" 1 V-4" 21'-0" 10'-8" 4'-6" 17'-6" �. 65'-0" 6 16" 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 z �0 g Z (n O w o QQ O z z Lij L �o oQ z I J O Lv g O L CIO O p Li- U M O O Q > Q a_ J (n O Ln CL N :D n Z Q J O Q LL- CDZ O Z ry J 0 O CD m O Q z w z z 3: C Q Ur J Q U l NEFR�yc Q O z y co a� ati 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-6510-ABDesi n SCALE 1 4"=1'-0" DATE 2/5/ 1 5 RV'D. BY - &. G.McD. DRWN. )BY G.McD. REVISION M J� C?'•�VOENSF•'•m , w No 5621 'F -0 :• F8 ® ' it TE OF r,�O�SS,ONAt SEAL till it GARY McDOUGLE, PE FL 56214 D. ADAM LeBLANC, PE FL 7012 OF LIM FOUNDATION PLAN — SCALE: 1/4" = I'—C" PROVIDE (! ) 2x6 STUDS `0 1 ND OF WALL. NAILED TOGETHER W/ 16d C )MMON NAILS 12"' 0/ EACH PLY. SIMPSC J HDU8—SCS2.5 0 x 14" A30; THREADED ROD AND 2—I ART EPDXY AND (20) Ya" 0 x SDS SCREWS. OUTER 1/3 OF SPAN )NLY I STEELREINF01'ING III GROUTED CELL SE _ PLAN FOR SIZE AND SPACING REQUIREMENTS \ DEPTH <Y4*D VERIFY HEIGHT OF WALL W/ PLAN __7� 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. Iti 5 INT S-2 SCALE EXTENSION OF MONOLITHIC FOUNDATION TO SUPPORT WALL EXTENSION. SEE PLAN FOR SIZE (ALL ® 12" 0/C.. LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2—ROWS, 4" O/C BTM. LAP TO OCCUR OVER STUD 2x41`or 2x6 WOOD BEARING WALL W/ SYP No2'STUDS 0 16" O/C SINGLE BTM, PLATE TO BE PT. PROVIDE DEL. TOP PLATE USP SPTH4 or SPTH6 BTM AND TOP PLATE ANCHORS W/ 10d x 11" GALV. COMMON NAILS FILL ALL HOLES, DO NOT USE 10d x 3" f 0'-0" TOP OF SLAB SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY )UNDATION VI WALL (UDIi ADDITIONAL STEEL REINFORCING TO EXTEND INTO EXTENSION AND BACK INTO MAIN FOUNDATION, SEE PLAN FOR SIZE, LENGTH, AND QUANTITY ,i IDS/ON M ONO 'cN0 NNECTION QMONOLITHIC FOUNDATION E S-2 j SCALE: 3/4" = V-0" HOLE EDGE >5/8" HOLE DIAMETER < %*D SGL. STUD EDGE >5/8" HOLE DIAMETER < %*D DBL. STUD LIMITS PRECAST CONC. SCREENED VENT. FREE AREA TO PROVIDE NOT LESS �'THAN 1SPER VENT. CA IN 1 PER CAR IN GARAGE. PRECAST CONIC. SCREENED VENT. FREE AREA TO PROVIDE NOT LESS THAN 100 SQ. IN. PER VENT. 1 PER CAR IN GARAGE. TOP OF CURB IN GARAGE RECESS ARbUND I S-2 SCALE: 3/4" = V-0" 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.' WINI SILL TO BE SET ON A FULL BED OF MORTAR IF REQUIRED DAMPEN THE SILL AND/OR CMU TO MINIMIZE MORTAR SHRINKAGE lied) MAIN STEEL REINFORCING CORNER BARS REQUIRED BUT NOT SHOWN ION FOR MASONRY UNITS T ELEV: (-)1j" a 4 QD � • P 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. STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS I-i V I I r.l I MOMENT TRANSFER REINFORCING SEE PLAN FOR SIZE, LENGTH, QUANTITY AND SPACING a I I j (MAY NOT BE REQUIRED BASED ON ANALYSIS) U I I 2 LAYERS OF W.W.M. (6x6, W1.4xW1.4) ap N 60" MIN. 0 PERIMETER I) I, (1 i_ N f TOF RECESS�OFR1�20,_On EC OP ESS I — TOP OF SLAB I N 4" THICK CONCRETE SLAB WITH 6x6 W1.441.4 WWM SUPPORTED 3'-0" 0/C, E.W. OVER 6 MIL VAPOR BARRIER, ON COMPACTED FILL SEE SCHEDULE FOR AND BAR QUANTITY 1 EXTERIOR MONO -FOOTING S-2 SCALE: 3/4" = 1'-0" STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS \' ti, I I �;I I I , (1) #5 BAR IN TOP ^ i II 2 LAYERS OF W.W.M. (64 W1.441.4) OF CONIC. CURB 6C MIN, 0 PERIMETER I I 0'-0' ( II n TOP OF RECESS TOP OF SLAB TOP OF GARAGE `I71 4" THICK CONCRETE SLAB WITH 6x6 1 OVER 6WWM SUPPORTED VAPOR BARRIER, 3'—O" 0/C, E.W. ON COMPACTED FILL SEE SCHEDULE FOR r2 )r � MONO -FOOTING @GARAGE S-2 SCALE: 3/4" = 1'-C" STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS I 8" CMU i I ` II z w ri II 2 LAYERS OF W.W.M. (6x6, W1.4xW1.4) 60" MIN. 0 PERIMETER ( Y i t OF S TOP OF RECESS I TOP OF SLAB 1 4" THICK CONCRETE SLAB WITH 6x6 ' I W1.401.4 WWM SUPPORTED 3'—O" 0/C, — E.W. OVER 6 MIL VAPOR BARRIER, ON COMPACTED FILL SEE SCHEDULE FOR "ISOLATED" COLUMN PAD CENTERED M UNDER WALL AND POURED MONOLITHICALLY WxD, BAR SIZE WITH FOUNDATION AND SLAB AND BAR QUANTITY � COMBINED EXTERIOR MONO —FOOTING AND COL PAD S-2 SCALE: 3/4" = V-0" 30" MONOLITHIC FOOTING MIN. EACH, WAY ---------------------------- --------------- ' II - -------- y, II — - - - - - - - - - - - - - it-------------- -- II II I I I FM j I I j I CORNER BARS, SAME SIZE AS BAR j j l IN FOUNDATION WITH 30" LEG EACH L I WAY AT ALL CHANGES IN DIRECTIONS SO THAT THE STEEL REINF. IS CONTINUOUS I I I MATCH AMOUNT OF CONTINUOUS BARS Ij I I I I I II I CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT. SEE SCHEDULE I I I I WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO 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 whale or in part, is prohibited. These drawings and specifications contain proprietary information and title remains with Specialty Engineering Consultants, Inc. Z O Q O (f) Z J w LLJ N 0 Z --j O J O CD zLLJ U M O O O > Q IY —I (n D_ O Ln � cV Z O C O Q J z > o z O 0 M O Li- — z z w z 3: � C r Q CD z d 0 z LIJ d Of O Q U SPECIALTY ENGINEERING CONSULTANTS, Inc 1599 SW 30th AVE. SUITE #20 BOYNTON BEACH, FL 33426 DADE — BROWARD — PALM BEACH FL. CA, #009217 561 — 752 — 5440 OMCE 561 — 752 — 5542 FAX FILE NAME. struct_651O—ABDesi n SCALE 1/4'=1'-0' DATE 2/5/15 RV'D. BY G.McD. DRWN. BY G.McD. REVISION O CLD i U 0 ��� �0• • � G E N S F; 9/�O ��i *; FED 421 cc 9 ST SEAL GARY McDOUGLE, PE FL #56214 D. ADAM LeBLANC, PE FL # 7012 8TYPICAL MASONRY WINDOW SILT_ CONSTRUCTION S-2 SCALE: 1-1/2" = 1'-0" MONOLITHIC FOUNDATION CORNER BARS DETAIL S-2 SCALE: 3/4" = V-0" MM OF BEAM SCHEDULE MARK DESCRIPTION (psi) IN. x H" REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING LO MASONRY 3000 8x8 — — — N/A — UNFlLLED L1 MASONRY 3000 8x8 — — — N/A — GROUTED SOLID L2 MASONRY 3000 8x8 (1) #5 — — N/A — GROUTED SOLID 3131 MASONRY 3000 8x8 — (1) #5 — N/A — — B82 MASONRY 3000 Bx16 (1) #5 (1) N/A —1B1 CONCRETE 3000 8x20 (3) #5 (2) ##3 t(2) (4) C 8" 0/C, E.E.RB1 CONCRETE 3000 8x8 — — N/A., — — :]INDICATES OPENING BELOW / T.0.13 TOP OF BEAM / B.O.L.= BOTTOM OF LII TEL / 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 FRAMING NOTES 1 — U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAL20 W/ (14) 10d x 11" HDG NAILS. SMALL JACKS < 9' MAY BE NAILED W/ (10) 10d x 1 }" HDG NAILS CONCRETE TO WOOD FLOOR: USP LPTA W/ (8) 10d x 1}" HDG NAILS WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1j" HDG NAILS, FILL ALL HOLES 2 — ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE %" ft") APA RATED EXPOSURE 1 CDX. 3 — ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE Y4" (2%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 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 20 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI ; —ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" 0, 2b" 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%"10d COMMON NAILS — 0.148" 0 x 3" LONG, AND 10d STRAP NAILS — 0.148" 0 x q" 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. UNO PROVIDE BB2 ROOF TRUSSE TOP OF WALL EL: 8F16/1T/1M/0B B.O.L. EL: 16'-4" EIE o 01 16" >- 24" -�— 24" OB -4" 3132 ® 12"-8" 1ST LIFT BEAM PLAN 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 whale or in part, is prohibited. These drawings and specifications contain proprietary information and title remains with Specialty Engineering Consultants, Ina z Ld o p a wz :2 m 0 O � ZQ J Z w +j LIJ (n 1n z I O W O Of o Ll- ro m O U ry ILL. w W o�«a a- O Lf� f\ � N � r7 z O J o Q Q Z g Z O > o O CD m O O z W Z Z C Q 0 z Z Ld v Q O I NEE,��yc Q o y ,c %, a1, Out 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-6510_ABDesi n SCALE 1/4"=1'-0" DATE 2/5/ 15 RV'D. BY G.McD. DRWN. BY G.McD. REVISION O E No 56214 o: FEB 0' c' SEAL GARY McDOUGLE, PE FL 56214 D. ADAM LeBLANC, PE FL ##/7012 ` +�% OF r1 If i A s RAKED CONC. BEAM SEE PLAN AND SCHEDULE. OPEN FACE SHEL. SO AS TO �( ALLOW BENT BAR TO BE PLACE) IN UPPER J AND LOWER 80ND BEAM #5, MIN., REQI IRED IN EACH CELL. HOOKED IN OP BOND BEAM W/ TANDARD ACI HOOK. DBL. BOND BEAM AT HIGHER ELEVATION DBL. BOND BEAM AT LOWER ELEVATION —i #5 BAR BENT CASSHOWNJ___� 70.. 6 PLACE ONE BENT BAR IN EACH COURSE OF BOND BEAM. TURN UPPER BAR UP AND LOWER BAR DOWN. ENSURE THAT FILL CELL WILL FILL SOLID CORNER BARS AT CORNER STEP ;-4 SCALE: 1/2" = l'—O" 8-10" SLOT , Q z � ! S I F 0 I � N CREATE APPROX. 4x4 HOLE IN FACE OF MASONRY TO ALLOW t= GROUT TO FLOW THROUGH 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 ❑MARCH FRAMING, METHOD #1 ) SCALE: 3/4" = P-0" 2x FASCIA TO MATCH EXISTING \ SEE ARCHT. PLAN RAKED CON BEAM, SEE SCHE #5 IN GROUTED I ELL SEE PLAN FOR LOCATI)NS REFER TO ARCH. FOR ARCH PROFILE NAIL SHEATHING 4" 0/CTO ALL MEMBERS AND BLOCKING W/ 10d COMMON NAILS 2x4 PT SECURED TO CONCRETE W/ USP HLPTA75 W/ (10) 10d x 1}" COMMO NAILS 2x4 BLOCKING ® SEAMS r ON EDGE OR FLAT AT ' I ' GABLE ENDS ONLY LINO 2x4 PT OUTCOOKER SECURE BLOCKING TO TRUSS 0 24' O/C W/ (3) 16d COMMON TOE -NAILS, I I j 2x4 PT SECURED TO MASONRY W/ }" 4 x 3" TAPCONS 0 12" O/C I I 1x4 BTM CHORD BRACING AS SHOWN ON PLAN SECURED W/ (2) 10d COMMON NAILS EACH INTERSECTION OVERHANG @ MASONRY GABLE S-4 SCALE: 3/4 1'-0" 1x4 DIAGONAL B1 A. CHORD BRACING, SEE Pl. N FOR LOCATION 2x4 PT SECURED TO MASONRY / W/ J" 0 x 3" TAPCONS ® 12" O/C DBL BOND BEAM SEE SCHEDULE 1x4 BTM. CHORD ® 36" O/C BRACING, SEE PLAN FOR LOCATION. SECURED W/ (2) 10d COMMON NAILS AT EACH CHORD INTERSECTION 16 GABLE END BRACING S-4 SCALE: 3/4" = 1'-0" PLACE STEEL AS DEPICTED HEREIN. (L2) W f LNG F = FILLED W/ GROUT MINAL U = UNFILLED # OF 5's IN EOWIDTH l / 2ND BOND BEAM COURSE f NOMINAL HEIGHT -1T/1 M/OB HEIGHT PBQRFFF� # OF #5's, TOP # OF #5's, BTM 0 _.. 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 PROVIDE Sc CON :Z:) SINGLE LINTEL, MULTIPLE OP S-4 j SCALE: 3/4" = 1'-0" #5 BAR IN BOND BEAM TO RUN CONT. THROUGH CONC. BEAM ' — — I I 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 NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE UNTEL 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. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. 8x16 DBL. 8x8 BOND BEAM TOP OF BOND BEAM TOP OF W/ (1) #5 BAR BOND BEAM W EAC1H COURSE ❑ �BOND BEAM GROUT SOLID FROM �� TOP LINTEL TO TOP OF BOND BEAM OF OPENING 8x8 PRE -CAST CONCRETE V, SEE NOTE 5 LINTEL W/ (1) #5 BAR (1_2) LENGTH OF BAR = WIDTH OF OPENING - 2" OR II 8x8 PRE -CAST CONCRETE LINTEL, W/O STEEL (L1) REFER TO PLAN FOR TOP LOCATIONS OF OPENING MASONRY BEAM DESIGNATION S-4 SCALE: 3/4" = V-0" #5 B SCALE: 3/4" = STEEL REINF. OF BOND BEAM PROVIDE #5 BAR AT EACH SIDE OF ELEVATION CHANGE ❑1 CHANGE S-4 / SCALE: 3/4" = 1' #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM DNFORCING OF BOND BEAM II 4 I 11 II 4 I lit 11 II I 1 1 I I I I I STEEL REINF. OF BOND BEAM SINGLE #5 CORNER BAR, 3Ox30 TURNED UP or TURNED DOWN INTO FILLED CELL N OF BOND BEAM r=, II �, II II 11 II II II 11 tl- II II II I N lI n v 11 ii I I R 11 oil A l L II' . x II` 16 L—J 11 II N it ILa II II' II II II 8" L`_ 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. 4 ALTERNATE CONCRETE BEAM S-4 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 Q O z J Q W W S � z I J O w 0 Q O L1 ^ J (0O p � LLJ v OLL_ Lij LL o O 0� _J lk� to O L0 11 N Z O _ J O IY Q ILLZ O Of Of z o O O Ili O O Z w z z o�-<0 z 1�4_ 0 Z LL1J Q � O U I NECn FR�yc Q O z O'er ,�ti 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_651O—ABDesi n SCALE 1 /4"= V-0" DATE 2/5/ 15 RV'D. BY G.McD. DRWN. BY G.McD. REVISION 0 No 5621 v FfA SEAL GARY McDOUGLE, PE FL 56214 D. ADAM LeEILANC, PE FL /7012 SHEET # , OF y �L 8 1 r FRAMING NOTES 1 - U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAL20 W/ (14) 10d x 1j" HDG NAILS. SMALL JACKS < 9' MAY BE NAILED W/ (10) 10d x 1 }" HDG NAILS CONCRETE TO WOOD FLOOR: USP LPTA W/ (8) 10d x 1}" HDG NAILS WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x tk" HDG NAILS, FILL ALL HOLES 2 - ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE %" OW) APA RATED EXPOSURE 1 COX. 3 - ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE Y4" (4352") 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 MANUFACTURERS 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 DESIGNER LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THIS ENGINEER'S REVIEW AND APPROVAL. 9 - PLACE 20 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HIL11 X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" 0, 40 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 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. TRUSS MANUFACTURER/ENGINEER NOTES: INSPECTOR/CONTRACTOR NOTE 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LES THE FBC 2010 HVHZ REQUIRES 8d RING SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN). 11 SHANK NAILS FOR THE MAJORITY OF THE 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH ROOF SHEATHING. SHOWN HON THIS PCLA IN ORDER TO AVOID CONFUSION TURAL PLANS. TRAYS AND COFFERS ARE N 8d COMMON NAILS MAY NOT BE USED. INDICATES 10 0 16" O/C STRIPPING APPLIED AND MISTAKES. TO UNDERSIDE OF WOOD TRUSSES 3. TRUSS COMPANY/ENGINEER IS RESPONSIBLE FOR ALL SECURED W/ (2) 10d x 3" COMMON NAILS TRUSS TO TRUSS CONNECTIONS. AT EACH CHORD INTERSECTION TYP. WHERE SHOWN BY HATCH PATTERN 4 S-8 77 -r-r-r-r_--- -- -- --- i4 - 1I I I I I I -I-.4 . 1_.4 . 1-.�.-L� I GT I I I I I I I I t�I I ----------- - - - -._ I I I --- I I I I I I II I I I I I I I I 1b U= 991 Ibs I II —I: --.-.-.- --.-.-.- -,- II=I :I 1U= 11651bs 1b _ G UT S6 G= 2547 Ibs -I . I GT - . - . - - I I I I I G= 2666 Ibs S6 T -I - - I I i � ._. ern I I� I — 1I I\ I � I_ _ _ _ 2x4 BLO KI��77G BETWEEN TkM4SES 24" 0/C. TOENAILED I ADJACENt T(2USSES W/ (2) 18d C0 M01I.1•iAILS AN ECUREDI u I I I I I -TO -BEAM U2 HIJETA7 USF Q'�BACESO QE WALL -.-.J.-.-.-.-.L-.-.-.- - I I I �- _.-.-.J.-.-.-.-.L.-.-.-.J.-._.-I+.-.-.-.�.-.�.-.-.-.-. 11 �.-.-.-.�.-.-.-.J.- -.-.- U= 1105Ibs 1A I I i j j 1 I G= 2530 Ibs S6 I I I I I I I I I I I I .L.. — . — . — . J . — . — . — I — . — . — . — •�. — • — • — • _ I• — . — . — . — .F 1. — . — . — �. — . — . — . — . — - — . — , — . J . — . — . — . — I I I j_I I I I I I I I I I L. — . — . — . J . — . — . I— . — . — . — �, — . — . — . — .�. — . — . — . — .�. — — . — . J . — . — . — . — I I I # �--- I I I I I I I II I 1 I I I I I I I I I I I I I —.—.J.—.—.—.—.L—.—.—.—.J.—.—.44.—I—.—.—.�.—.—.—. �.—.—.—.—. —.—.—. 4--.—.—.—.�.—.—.—.J.—.—.—.—.— I I I I I I I I I I I I I L. — . — . — . J . — . — . — I I I 2. I i I I. I7.�. F . 7.l_.— _ F-� 1 S3 I I I J. - . - . - . - .L.. - . - . - . J . - . - . T . - . + . - . - . - .�. - . - .�. - . - . -4. - . - - - .�. - . - . J . - . - . _ . - I I I I I I I I_.L.-. L-.J-.-._J I I I I I I I I I / I loco I 1 i Ir +� v 7r — — — Irnl — — F i — — — — — ' — I—� — — — I I I U= 4568 IbSJR r' `� ��i — GT I ` I' _ `, . U= 1140 Ibs lb I I G= 11741 Ib ��� �T'� — 1 = I — _ — 1 Ib I I 1 I I I 1 G=2930Ibs S6 I I I �II � I ♦ I �i I �\ I I I I.., I I I I—.—.—. I 1 _T —.—I.—.—.� .—.—.—.—.—.—. I — I �— — — I T— �II I —, T--.—.—.—.I—.—.—.—..}.— —.— —.—.—.I ——.�.—.—.—.—.I—.—. Ir III U=355Ibs I I I LJ G= 770 Ibs I j -1- - T-- - _F - -I 7�.-.-.-.-.-.-.-.-. ...- -.-.-. - U= 7771bs 1A I I I I I -�--- - �.-.-.-,-.I- -. -. jI I I I NI G= 17781bs S6 I III -I-. I I I, I I I I I I OF CRICKET I U= 561 Ibs S6 G= 1283Ibs I I I I I I I I I 4 it I I I _I L. S-6 �`� I i� j I `� I i� i i nM T- T - T_. -.-. b_--- - ���� - — - — - — — -1 — — ' �` ' — ' 2x4 BLO KING EEN TRUSSES " 0/C. TOENAILED TO ADJACEN T SSES W/ (2) 1 C0�1MON NAILS AND SECURED] 1 I I I TO BEA USP HLTPTAZ USED ff0 BRACE TOP OF WALL I 1 �.—.— --- L.—.—.—.—.I —.—. �= Ib G= 116 lbI I I — I I I I 1 I rnN I I j = 129 =1 e— J 1— <la_ I'' GT U= 1963 Ibs 1b 21 I 1 ��I —F G=4341 Ibs S6 I I I S-7 I I I I I• �� — • — I I I I I I I I I I o S6 GT U=5611bs U=536Ibs,- - — I G= 1283 Ibs G= 1228 Ibs I I I GT I I ss —f - I T� -I I —T I` I I —� GT ! 8 I n _ — I I � I —7 7_ 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 g n Z O Z Q — o� LL.. O z Z O LLJ O Z = Q V) t� J Z I LI--I O O to O O p � — W O U 2 Ld � Q OJ Of � (~ O LO N n J O Q LJL_ Z O Z 0� MO O Z O z W Z 0 , Q (.D i__ J LLJ O Q O SPECIALTY ENGINEERING CONSULTANTS, Inc 1599 SW 30th AVE. SUITE #20 BOYNTON BEACH, FL 33426 DADE - BROWARD - PALM BEACH FL GA. #009217 561 - 752 - 5440 OFFICE 561 - 752 - 5542 FAX FILE NAME. struct_6510-ABDesi n SCALE 1/4"=1'-O" DATE 2/5/ 15 RV'D. BY G.McD. DRWN. BY G.McD. REVISION aj ♦`��pu uq�� - J♦♦ M°p No 5 1 * : FEB R ♦ 111111110 ti�U ♦♦ SEAL GARY McDOUGLE, PE R_ 56214 D. ADAM LeBLANC, PE R_ #77012 ROOF FRAMING PLAN F SCALE: 1/4" = 1'-0" EET # OF gy 1. DROP GABLE END TRUSS SECURED ® EACH END AND 4'-0" O/C W/ EMBEDDED TRUSS ANCHOR. ANCHOR PLACED ON BACK FACE. 2x6 L-BRACING FOR MEMBERS TALLER % \ THAN 24" NAILED W/ 10d x 3" COMMON NAILS DROP GABLE END TRUSS 4" o/c��// I '! USED W/ 2x OUTLOOKER MEMBERS. / J L— I 14Yx" MAX. DROP GABLE END TRUSS SECURED ® EACH END AND 4'-0" O/C W/ EMBEDDED TRUSS ANCHOR. ANCHOR PLACED ON BACK FACE, 2x6 L-BRACING FOR MEMBERS TALLER THAN 24" NAILED W/ 10d x 3" COMMON NAILS 4" 0/C DROP GABLE END TRUSS / USED W/ 2x OUTLOOKER MEMBERS. MAX. J ! I' __ ___ 1/2" PLYWOOD SHEATHING APPLIED TO THE FACE OF THE GABLE END TRUSS. NAILED TO ALL MEMBERS W/ 8d COMMON NAILS 4" 0/C. PROVIDE 2x BLOCKING AT ANY SEAMS 2x6 VERT. MEMBERS SPACED SO THAT THE CLEAR DISTANCE IS NOT GREATER THAN 14A". GABLE END TRUSS SECURED ® EACH END AND 4'-0" O/C W/ EMBEDDED TRUSS ANCHOR. ANCHOR PLACED ON BACK FACE. 2x6 L-BRACING FOR MEMBERS TALLER THAN 24" NAILED W/ 10d x 3" COMMON NAILS GABLE END TRUSS USED W/ ZERO OVERHANG OR LADDERED SOFFIT / tiy1 L7 1 2x6 VERT. MEMBERS SPACED SO THAT THE CLEAR DISTANCE MAX. IS NOT GREATER THAN 14Y". GABLE END TRUSS FRAMING MINIMUMS. SCALE: 1/2" = V-0" MIN 20 BLOCKING BETWEEN TOENAILED TO ADJACENT T COMMON NAILS AN[ W/ USP HLTPTA75. USED TO t�q EXTERIOR CMU WALL - TRUSS REPRESNTATION IS PURELY SCHEMATIC. REFER TO FINAL TRUSS FRAMING AND TRUSS ENGINEERING FOR CONFIGURATION. �X W/ (2) 16d HOG COMMON NAILS. PROVIDE 2x6 VERTICAL, MIN., MEMBERS OF WOOD TRUSSES, AS SHOWN. TOP OF GIRDER TRUSS _ EL: 15'-8" 1x4 BTM. CHORD BRACING 0 36" 0/C, FOR THIS SECTION. COFFERED CEILING 0 ENTRY REFER TO ARCHT. PLANS. o i 13'-6° AND 12'-6" BTM. OF GIRDER TRUSS. TOP OF WOOD BEARING WALL EL: 10'-8" EL: 10'-8" ,1 TOP OF WALL BRACING I. S-6 SCALE: 1/2" = V-0" NAIL V RT. LEGS OF THE T-"---- TOGETHER V / 16d HOG COMM01 4" 0/C, MIN. USP SPTH4 or SPTH6 or SPTH BTM AND TOP PLA ACHORS W/ 10d x 1# GALV. COMMON NAI FILL ALL HOLES, 0 NOT USE 10d x PROVIDE BLOCIING BETWEEN STUDS 0 MID -HEIGHT, UNO G_6s WOOD TI SCALE: 3/4" = 1 2x4 WOOD BEARING WALL W/ SYP No.2 STUDS @ 16" 0/C. 1D UPPER TOWER WALL FRAMIN S-6 SCALE: 1/2" = 1'-0" 12 ALLOWABLE UPLIFT = 2030 LBS (2 STRAPS) WOOD ROOF TRUSSES SHOULD MEET, SIDE BY SIDE ALONG THE TOP OF THE WALL. (2) USP RT16-2 W/ 10d x 1 Y2" GALV. COMMON NAILS. FILL ALL HOLES DO NOT USE 10d x 3" NAILS ONE PLACED ON EACH SIDE OF TRUSS. LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C 4 or 2x6 or 2x8 WOOD BEARING WALL W/ SYP r.2 STUDS 0 16" 0/C. PROVIDE DBL. END STUD Al' END OF FREE END OF WALL, UNO. IOR WOOD WALL 19/32" CDX PLYWOOD SHEATHING WITH 8d RING SHANK NAILS ® 4" 0/C. FIELD, EDGES AND 4" O/C DIAPHRAGM BOUNDARIES (FASCIA) \ (1 OR 2) SIMPSON HETAL20 TRUSS ANCHOR WITH (14) 10d x 1}" NAILS TO TRUSS. PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. 4 2 PERCEIVED TRUSS BEARING DBL STRAP, 1 EACH SIDE WRAPS UP AND ELEV: 17'-8" OVER TRUSS (NOT SHOWN). 11 2x6 BLOCKING BETWEEN ! ROOF TRUSSES, SECURED W/ 1x2, 2x8 WOOD FASCIA SEE (3) 16d HOG NAILS, EACH END ARCHITECTURALS TOE -NAILED. 2x8 SECURED W/ (3) 16d GALV. COMMON NAILS, 1x2 SECURED W/ 10d GALV. COMMON NAILS 12" 0/C. i 1. ALL STEEL TO BE A36 PLATE 2. ALL ELECTRODES TO BE 70XX 3. ALL WELDS TO BE CONTINUOUS 4. PAINT W/ A PAINT HAVING A 95% ZINC OXIDE CONTENT. 5. LEFT AND RIGHT MAY BE REQUIRED 6. ALL HOLE TO BE %" FOR Y4" 0 x 6" HILTI KWIK 3 BOLT or Y4" 0 A307 GALV. THROUGH BOLT. 7. DESIGN IS PREDICATED UPON 2-PLY TRUSS SHOULD OTHER BE PROVIDED, NOTIFY THIS ENGINEER FOR REVISED DETAIL. 8. NOTIFY THIS ENGINEER OF ANY DISCREPANCIES c i� 74" 0 N 12" 6„ 5/8" PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS, 6" O/C, ALL MEMBERS. EXTEND SHEATHING DOWN THE FULL FACE OF THE GIRDER. 20 BLOCKING BETWEEN TRUSSES NAILE TO w a x ca s SIMPSON HUS26 JOIST HANGER (NOT SHOWN) FASTENED TO FACE OF SHEATHING. SECURE GIRDER TO WALL W/ USP LSTA36's ® 32" 0/C. STRAP TO ALIGN W/ STUDS BUT DO NOT DBL. NAIL WHERE TOP PLATE SPH4 OCCURS. PROVIDE A MIN. OF (8) 10d x 1h" NAILS, EACH END. e NNSTEEL BUCKET FOR GIRDERS Q ENTRY S-6 SCALE: 2" = 1'-0" 1a ALLOWABLE UPLIFT = 1810 LBS (1 STRAP) 1b ALLOWABLE UPLIFT = 2480 LBS (2 STRAPS) ENGINEERED WOOD TRUSSES ® 24" 0/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL MASONRY BOND BEAM SEE SCHEDULE 1AY1B1 TYPICAL TRUSS CONNECTORS S-6 S-6 SCALE: 3/4" = 1'-0" 2a ALLOWABLE UPLIFT = 6000 LBS (2 BOLTS IN TOP HOLES) 2b ALLOWABLE UPLIFT = 11000 (4 BOLTS) 19/32" COX PLYWOOD SHEATHING WITH 8d RING SHANK NAILS ® 4" 0/C. FIELD, EDGES AND 4" O/C DIAPHRAGM BOUNDARIES (FASCIA) \ (2) SIMPSON HETAL20 TRUSS ANCHOR WITH (28) 10d x 11" NAILS TO TRUSS. 12 PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. 41— DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN). 1 x2, 2x8 WOOD FASCIA SEE ARCHITECTURALS 2x8 SECURED W/ (3) 16d GALV. COMMON NAILS, 1x2 SECURED W/ 10d GALV. COMMON NAILS 12" 0/C. 6'-0" MAX SEE,PLAN FOR LOCATION TYPICAL SCALE: 3/4 ENGINEERED WOOD TRUSSES 0 24" 0/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL \ MASONRY BOND BEAM SEE SCHEDULE �IF 4 BOLTS ARE USED ENSURE THAT CELLS ARE GROUTED SOLID, 8" EACH WAY OF BOLTS NNECTOR(S) 10 BTM. CHORD BRACING 6'-0"" O/C MAX., SECURED W/ (2) 10d COMMON NAILS AT EACH CHORD INTERSECTION, TYP. /ljFO4 DIAGONAL BTM. /� BRACING, SEE PLAN N V) FOR LOCATION MAY NOT BE REQUII BTM. CHORD BRACING S-6 SCALE: 3/8' = 1'-O" BTM. CHORD OF WOOD ROOF TRUSSES 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 an 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 CC O Ll� C/) z J Q W w = 0 V) J z I LiJ O 0 O O L0 :2 O p � O m H I;d- O ci� � LLJLd J (n D- O I'1 N z O O IZ Q z J O CD m O ILL— z Q z w z 0 Q C H-- z d 0 Z Li 00 11 1 Q Q Q' 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-6510-ABDesi n SCALE 1/4"=1'-0" DATE 2/5/ 15 RV'D. BY G.McD. DRWN. BY G.McD. 7 REVISION O ,,`,``mco t,f t!, ..ENSF,9/� No 662 OfEB 0ST �` sS...... O A `�% N /IIIII111fl\ SEAL GARY McDOUGLE, PE FL #56214 D. ADAM LeBLANC, PE FL # 7012 OF 6 (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) 1Od 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 A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 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 HiOA 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. ALTERNATE MATERIALS S-7 SCALE: NTS NEW REINF. BAR SECURED W/ 2—PART EPDXY, MIN. EMBED 8", UNO FOLLOW ALL MANE. SPECIFICATIONS FOR USE AND PREPARATION OF HOLE. ADDING BAR TO MONOLITHIC F( SCALE: 3/4" = V-0" 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) 4' DIA. x ZY" 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 1 EMBEDDED ANCHORS ARE DISPLACED. J 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 ADVL HOLES BUT THESE HAVE BEEN DELETED FOR CLARITY. 0 1 J USP MS 218 OR MSH418 FOR 1 1 R 2 PLY TRUSS SECURE( W/ (4) TAPCONS NTO HC .ES SPECIFIED, SEE ELE fATION. NAILED D (4) 10d x %"SGA V/ USP MSH21 USP MSH418 COMMON NAILS, 2 EACH SIDE EXC TING CMI WALL INSIDE VIEW 1 REPA R OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 7 SCALE: 1" S- 4A — SIMPSON HGUS26 G < 1200 LBS, U < 1280 LBS W/ (i) J" 0 SIMPSON TITEN BOLT, 5" MIN. EMBED (20) iad 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) 16d GALV. COMMON NAILS 4C — SIMPSON HGUS26-2 G < 2400 LBS, U < 2560 LBS W/ (2) J" 0 SIMPSON TITEN BOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (10) iad 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) 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. 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 #' BARS #6 BARS #7 BARS i I 1 BAR/CELL � �o � � ❑ 1 BAR/CELL I 12 2 BARS/CELL �" ( �„ 12" CMU UNIT DIMENSIONS ARE NOMINAL SIZES � I 1 BAR/CELL �0 I• /`�3 MASONRY SYMBOLS S-7 SCALE: 3/4" = 1'-0" z I 4A 4B 4C 4D WOOD LEDCER DETAIL S-7 S-7 S-7 S-7 SCALE: 3/4" = 1'-O" 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 SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE ERECTION PRO— CEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIEDOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREP— ARATION REQIREMENTS AND SLAB —ON —GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. DESIGN LOADS: ROOF: LIVE LOAD 30 psf FLOOR: LIVE LOAD DEAD LOAD 25 psf DEAD LOAD BALCONY LIVE LOAD WIND: DESIGN WIND SPEED = 170 mph (76.0 m/s) 3—SECOND GUST' SHOP DRAWING REVIEW: ('ASCE 7-10 (FBC R2010) EXPOSURE C, RISK CATEGORY II) 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 RETESTED 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 NOT 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—i/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 MUH: WELDED WIRE MESH, SHAL 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 S—O" OC, EACH WAY PLAN REINFORCEMENT MASONRY OTHER THAN TOP BARS TOP BARS BAR # SPLICE LENGTH (3000 PSI ) (4000 PSI) (3000 PSI ) (4000 PSI) 3 — 16" 16" 21" 18" 4 24" 22" 19" 28" 24" 5 30" 27" 23" 35" 30" 6 36" 35" 31" 46" 40" 7 42" 48" 42" 63" 54" PROVIDE 36" x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. MASONRY: ALL BLOCK WALLS SHALL BE TWO —CELL HOLLOW CONCRETE MASONRY REGULAR SIZE 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 MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE PLACING CONCRETE FOR IN —WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 psi AT 28 DAYS. THE GROUT 40 psf MIX SHALL HAVE A MAXIMUM 3/8" COARSE AGGREGATE, AND SHALL BE PLACED WITH 25 psf A SLUMP OF 8" TO 10". PLACE GROUT IN ACCORDANCE W/ ACI 530-08. 60 psf TYPE S MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERT. MORTAR JOINTS SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. .REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. 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—OB/ASCE 6-08/TMS 602-08), 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 GIRDERS AND TRUSSES SHOWN ON THE ROOF FRAMING PLAN WERE USED TO FACILITATE DESIGN OF FOUNDATIONS, WALLS, AND BEAMS. THE CONTRACTOR SHALL SUBMIT TRUSS SHOP DRAWINGS 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 SPECIFIED 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. Fb = 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. FASTENER SCHEDULE FASTENERS ROOF WALL FLOOR SHEATHING APPLICATION SIZE TYPE SPACING REMARKS APPLICATION SIZE TYPE SPACING REMARKS GARAGE DOOR BUCK }" 0 APC MASONRYSEE" NO 6 /TE 1k EMBED, 4" END. FLOOR SHEATHING 1" IS") T&G 0.1310 x 2k" Sd SMOOTH SEE PLAN TO MASONRY/GONG. NO WASHER FASTENER BELOW IST., 1}" EDGE DIST SHANK GARAGE DOOR BUCK }" 0 EXPANSION 24" O/C, 4" EMBED, 4" END. ROOF SHEATHING 1" 0") EXP. 1 0.131 0 x 2%" 16-20 RINGS/INCH 8d RING SHANK SEE PLAN TO MASONRY/CONC. W/ WASHER BOLT SEE NOTE 6 BELOW DIST., 3" EDGE DIST. WALL SHEATHING METAL STRAP TO 0.131 0 x 2%. 8d COMMON SEE PLAN MASONRY OR CONC. CONTACT THIS ENGINEER FOR SPECIFIC REQUIREMENTS WINDOW AND DOOR BUCK FASTENERS APPLICATION SIZE TYPE SPACING REMARKS NON -BEARING WOOD 0 EXPANSION 24" O/C 4" EMBED, 4" END. WALL TO CONIC. SLAB W/ WASHER BOLT DIST, 3" EDGE DIST. 1x2 PT FURRING TO CASE HARDENED COIL 8" 0/C METAL LATH ® WIRE FASTENERS MASONRY/CONC. NAIL 1j" LONG. APPLICATION SIZE TYPE SPACING REMARKS SGD, AL. EXT. DOORS CASE HARDENED COIL 9" O/C WINDOW/DOOR FASTENED 1x PT, SEE NOTE #7 NAIL 1k" LONG. STAGGERED INTO MASONRY/CONC. WIRE LATH 16 GAUGE W/ #1f GAGE ° " APART & SIDE WINDOW BUCK 1x PT, SEE NOTE 7 CASE HARDENED COIL NAIL 1j" LONG. 9" O/C STAGGERED WINDOW/DOOR FASTENED INTO MASONRY/CONC. IX" MIN. EMBED HEAD LAPS 9" tAl. bAlNU uUUKg BUCK 2x PT, SEE NO " 'TAPCON" 12" O/C ik" EMBED, 4" END. NO WASHER FASTENER DIST., 1k" EDGE DIST. METAL RIB LATH 16 GAUGE W/ tY" MIN. EMBED" #11 GAGE HEAD " APART & SIDEx LAPS 9° ri TO STEEL COL., SEE WIN bulA 0.138 0 PAF x 2j" 9" O/C 4" END. DIST, 1}" NOTE 7 W/ WASHER STAGGERED EDGE DIST, NOTES i - HAND NAILING MAY BE USED IN UEU 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 HILT] 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. 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 W O cn � zJ O J la Z_ < LLJ W W W N O Q J z L'J O O Ln � O CO Z Z � r7 m O d I L U W' W W >Q O � Cn O Ln T__ 11 N n z O C O it J Q o Z >1 Z 0:� OO CD O Z Z W z 3: 0 , Q 0 z ct 0 z J -,4- Ld O Q Of O 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-6510—ABDesi n SCALE 1 4"=1'-0" DATE 2/5/15 RV'D. BY G.Mcb. DRWN. BY G.McD. REVISION = O M Ca0`9/,��i No 56214 O••. STAT �'✓ SEAL GARY McDOUGLE, PE FL 56214 D. ADAM LeBLANC, PE FL 47012 # OF - 11 k1,.11, I L. 1I 2x HEADER SEE PLAN FOF SIZE AND QUANTI' PROVIDE 1x WOOD or Yz" PLYWOOD FILLER(£ NAIL ALL TOGETH R W/ 16d COMMC NAIL >, 2-ROWS, 6" 0/ SHORT 2x STUDS BM -EN HEADER ABOVE AND FRAMING DIRE( rLY ABOVE WINDOW. SHORT 2x STUDS BE DEATH WINDOW SILL DBL. TOP PLATE. -- (3) 202 HEADER PROVIDE CONT. Y" PLYWOOD FILLER(S). NAIL ALL TOGETHER W/ 16d COMMON 2x6 BLOCKING FOR SHUTTER INSTALLATION. NAILS, 2-ROWS, 6" O/C PROVIDE Yx" PLYWOOD FILLER(S). NAIL ALL TOGETHER W/ 16d COMMON NAILS, 2-ROWS, 6" O/C (1) 2x6 FLAT TOE NAILED TO JACK STUD 2x NAILED INTO INSIDE AND .OUTSIDE 'LY OF FILLER BELOW W/ 16d COMMON NAILS, 6' O/C 2x6 BLOCKING FOR SHUTTER INSTALLATION. PROVIDE Y" PLYWOOD FILLER(S). NAIL ALL TOGETHER W/ 16d COMMON NAILS, 2-ROWS, 6" 0/C LE BTM. PT PLATE LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. LAP TO OCCUR OVER STUD Y4" 4 X 6" MIN. EXPANSION BOLT W/ 3x3 OVERSIZED WASHERS PLACED 16" O/C, 4" MIN. CONC. EMBED 2x MID -HEIGHT BLOCKING AND ANY PLYWOOD SEAMS W/ (2) 16d TOE -NAILS, E.E. DBL. TOP PLATE. CONT. 2x HEADER SEE PLAN PRO USP RT16A W/ 10d x 1j" GALV. NAIL ALL TOGI COMMON NAILS, FILL ALL HOLES VERIFY HEIGHT OF WALL W/ PLAN 4'-0" MIN. TOP PLATE SPLICE AND A -16-d-C-OVIVO SIZE AND QNNWITV- 1x WOOD FILLER(S). R W/ 16d COMMON S, 2-ROWS, 6" O/C q B7 q. MEMBER TOP PLATE J PLICE MUST OCC R OVER STUD. LSTA18 W/ 10d x 3" GALV. CDAMON NAILS, (7) EACH END TOTAL Of 14 NAILS. AFRUED TO INSIDE ACE ONLY. I1a USP SPTH6 TOP & BTM. STUD PLATE TIES W/ 10d x 1)z" GALV. COMMON NAILS FILL EVERY HOLE. DO NOT USE 3" LONG NAILS! j2x BLOCKING TIGHT BETWEEN TRUSSES SECURE TO ADJACENT TRUSSES W/ (2) 16d GALV. COMMON NAILS AILED, EACH END. NAIL BLOCKING TO PLATE W/ (3) 16d COMMON NAILS. 1) 2x6 FLAT OE NAILED TO JACK J� q 1/2" 0 MIN. EXPANSION BOLT TYP. TYP. PLACED 32" O/C W/ 30 OVERSIZED WASHERS ii-VYPICAL WOOD FRAME WALL S—B / SCAI Ft .1/4" e V-0" 2x FASCIA TO MATCH EXISTING LADDERED SOFFIT OVERHANG 2x4 NAILED TO GABLE END TRUSS W/ 16d HDG NAILS, 4" O/C, STAGGERED. CLIP 2x OUTLOOKER TO INSIDE 2x W/ USING USP RT5 W/ 8d x 110 HOG NAILS. STRAPS REQUI JUST NOT SHOU4 FOR CLARITY SEE OPPOSITE S DE OF THIS HEADER FOR SFfAPS. (2) FULL 2x STUDS (3) JACK 2x STUDS UNDER HEADER ON 4" TYP. CTION DETAILS NAIL SHEATHING 4" O/C FIELD, PERIMETER, EDGES, AND BLOCKING W/ 10d COMMON NAILS (5) 2x STUDS IN CORNER. mil/ NAIL THE (3) CORNER STUDS TOGETHER W/ 16d COMMON NAILS, 3" O/C 32" MAX. C-C SPACING (4) 2x STUDS IN CORNER. NAIL THE (3) CORNER STUDS TOGETHER W/ 16d COMMON NAILS, 3" O/C LAP TOP PLATES AT CORNER, TYPICAL W/ 4�) 1 dreOMMONS TO TP PLATE NAILS, 2 EACH SIDE. 2x MID -HEIGHT BLOCKING AND ANY PLYWOOD SEAMS W/ (2) 16d TOE -NAILS, E.E. 2x4 BLOCKING 0 PLYWOOD SEAMS ON EDGE AT GABLE END. SECURE BLOCKING TO TRUSS W/ (3) 16d COMMON TOE -NAILS, E.E. 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 Specially Engineering Consultants, Inc. Z _O H- cQ G O LL in Z J w LLJ 0 J Z � O LLJ O f O Q0p � z Z ry — Ld O F M LLI W Q xOJ � (> O Ln N z O O J Q Z Q � O Z 0 O 0 M 0 z Z LLJ Z 3: C� , Q (� z �F 0 Z w m L LI O Q — U ___J v Q 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-6510-ABDesi n SCALE 1/4"=1'-0" DATE 2/5/15 RV'D. BY G.McD. DRWN. BY G. McD. REVISION M IVICZ) i E N S No 56214 r n FEB* 15� :9 STA7; +++% /0 ",ells 11110" SEAL GARY McDOUGLE, PE FL #56214 11A WAM LeBLANC, PE FL # 7012 RAMING r „ HEET # OF S8 3 211 011 221 011 221 0" - P•I m IUn U U U U U U .-1 ti �rw. H '- CJ1 CJl CJ1 C 1 M CJ3 2 CJ3 0 11' 2" o CJ5C F CJ5 IID01 N 12'8" CEILING N ............ C7 COS i ;c+ ,v ,� ,s ,• L%µ R& HANGER. ---D - o LEDGER &HANGER - o 2 Q - N BUI BY LDE1t f N BY BUILDER _ A17 z C07 1' 2' 1 01f2 R a1 C \S:0T"TTF1 1' 2. I O1 - �.:. a 4D R L DEFLECTION BETWEEN b -` - fi--, - TRUSSES iv � G� !� �'- r d' • a r' :� r zr 10 8 CEILING _ 1 N I .4" .. _- 11 15 _...._.._..._ _. .___ I II o '• O � 2 " g (V i 11 i � F C04 C05 A 0 20' 7" CO3 c A13 10' 8" CEILING w _ CO2 N Al2 #, [V I -„ fit k ,:9 6' _ : . N• J O fV Col fV e' 1W ui 0 IN 1 O G �V C01 - - A10 o COFFERED CLG w Y . _.. ,\ X 0 10 TOP @'42' QO oo iV C01 - 09 0 Col ` I .; r p C01 a— o ri _ COFFERED CLG - ar A07 w I ,d „r r TOP ® 11' 2" • o M m• COl z A O 06 T. 41i�3iir1R > h y� i• � Col __ _ _ µ y A .--- - N N o c N fV Col - A03 N N \ col — A02 1' 10 3/8" NO CONNECTION FG2SUPPORTED BY o C01 INT BRG WALL N _ - - �0 10' 8" CEILING 311 211 C09 e' 1.9 8" 12 6" - 9 5 8° E06 - -- - TO C/L N C10 24" strap 6-lOdx1.5" B' F TOP@14'8" o I ° BOl FG2 TOP ®14 8 0 N each end OT ®10' 8' E07 N (r� :� d• �' BOT ® 10' 8" iY C11 I B02 e COFFERED' C G' c _ o w E08 N TOPfi@ 1T O' o w 10' 8" CEILING N C12 p 12b2' 6' ° N N'' s ra e F 3 TOP ®1T 8" c �� n �+ 0 2411 with 8-10dx1.50, Z o T ®14' 8'�09 N w, F each strap end c B04 N C13for - w w= w w 1' 3 /(ill C N '0 B04 RO C C14 - o CJ1E R F 3 1 ,CJ1E o N 10' 8" CEILING B05 C15 e v c E03 .— _— .. N c B06 611 C15 E02 N b i V31/411 /All B 07 B07 C16 N --- 91 8 113 ��I' 0 10' 8" CEILING E0408 7 = _ - - II o N I, I- - N C16 — ( B09 1T 8" CEILING _ l� LEDGER & HANGE i N l LEDGER & HANGER s. BY BUILDER _ c17 --... __ ... - — ti- Bio N o CJ1E N CJ1E eov C18 11 e CJ5 w w CEILING o _ N ... c w w w 18" N o C19 ci -- _ ....__...._. __, .,, N. d, c TRUSSES ® ENTRY MB12 L\ CJ3 N ,-+ HAVE A 51 4" HEEL ._ -= a .-- —.:. s C20 0 _ CJ3 a / B13 4 :. ' C7 CJl A O C21 - - - -=_ — - — _ CJl CJ1 M CJ c CJi CJ N N 176" 4' 6" 11' 4" 21' 0" ;p' g" 65' 0" a I i \X a GY t 'J Lm Digitally signed by Julius ` .K ,, �s s24 Lee *' DN:=US, st=Florida, ,N �r N 34869 * ' e e o =� W= 1=Boynton Beach, o=Julius 9 N = o ' [Ll STATE OF :•\��� Lee, cn=Julius Lee, -ee v E a= p °' = 9 v_ o �i ''•.ACORIDP•.•' a 0 '�%,S�oNA�E?,. email=leeengr@aol.com � ; � p � 3 � p 1109 COASTAL BAY Date: 2015.02.04 11:48:46 = a BOYNTON BEACH,FL 33435 p o € e e -O Goof 5 o a k:' jlltfl an o T N r c W c o = i HATCH LEGEND i% TOB@10'8' TOB@12'8' TOB@17'8' le, 3 15/16" 1' 4" PLUMB CUT OVERHANG TYPICAL END DETAIL n Vaq A ` ,'�„ p N c � c• a In FOR BRACING & ERECTION DETAILS REFER TO BCSI-03 AND/OR ENGINEER OF RECORD Z o` p —•— o c E- p a v a EL ��aa ._. C d E a m B 9 a REPRESENTS THE LEFT SIDE OF p " e EACH TRUSS DRAWING JUS24 0" THD46 e _ p � ,��, F � O ,n L •p ©! JUS26 MSH422 9 N t s d 3 e E€ e C THD26 THDH210-2 & D THD28 D THD26-2 is THD28-2 �O ..._ __._ --- �='=�= oLE 9� OG JUS46 c C9 r o w � rn v LOADING ROOF FLOOR WIND LOAD d o ; .� LIVE LOAD 20 0 ASCE 7-10 s= e o d a vd�e�e 00 ~ DEAD LOAD 15 0 170 MPH EXP C Le = t e C LIVE LOAD * 1O 0 CATEGORY II F DEAD LOAD 10 0 ENCLOSED m= e a d d p TOTAL LOAD 45 0 FBC - 2010 4J z e s Y g y DURATION FACTOR 1,25 0 TPI - 2007 1 REV DATE BY REMARKS •� t s •� g = 9 E e=N c �• v •c_, N e a o e t p 0 y y C � y C N 'f• N T C € •C � Q ,,, a ee v a It is understood that above conditions have been reviewed APPROVED e 3 m fabrication at trusses, APPROVED AS NOTED o g p = -g 3 elevations, pitches, overhangs, p s d= a REVISE AND RESUBMIT s fascias,ceilIng E a d 'd elevations/pitches bearing REJECTED d > d p€ a o conditions & all detail pertaining o = E m E E to this truss placement plan. No e back charges will be accepted ..-. .._._ -.— without previous written DATE approval from an A-1 Roof " -= ` e ' 3 0 o F= Trusses representative REVIEWED BY l . - - -- B Q CUSTOMER STANDARD PACIFIC c N _ N ' 0 C _ �:rn= ,tee. •N 5 OPTIONS e e a o .__ o g 00 C COMMNTY s ` /LOT # Digitally signed by Julius € BLDG BLDG Lee TYPE 6510 EL D GR # - _ _ N a \�\�J�''•\,\CENSF', DN: c=US, st=Florida, e = e e = c 0tS2 *.' * = 10B # - MASTER' pee €I d N 34869 1=Boynton Beach, YSPVS6510D e o = d .�% ILl_ -_-_ .... .. o �, o=Juiius Lee, cn=Julius DRAWN SCALE o ' STATE OF ,.' DATE -........__ -_... _ _ ...___ .......Q �i'•.FIORIDP;. (7\� Lee, 02/04/2015 AS N.T.S. .= 'd- �, a ."'.. •`o. o t.. '� o /' A .`- 9 COTA 1109 COASTAL BAY email=leeengr@aol.com L BOYNTON BEACH,FL 33435 9 d e 3 SCANNED � ' e Date: 2015.02.04 = BY d o a o s a e I I St. Lucie County W Y ,. E ' 11:40:53 -05 00 = Z e 9 _ e3 .A 1 ROOF C AREA CALC FLOOR ON: TRUSSES ROOF 5195.97 n¢ t _ ' _ o e r FASCIA 421.22 N A FLORIDA CORPORATION i "_' a e e- HIP LINE 273.52 NU e o o VALLEY LINE 166.67 N Ph 772-409-1010 / Fax 772-409-1015 pµ ./ " SHEETING AREA UNDER VALLEY TRUSSES AND h 11www.a 1 truss. com c c S N vi WASTE MATERIAL NOT INCLUDED �: '-� e o 'a m •� h: "R R TO VERIFY CAIGULATIONS . , j- e € m 'p0 .e0 :-