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BUILDIN PLAN PAGE 1-25
ST FORM DARD PACIFIC I 10MES @ I&Rt g You Right At Home I825 CORAL RI1DG�E DR. CORAL SPRINC,S, FL 33071 DESIGN CRITERIA: • FLORIDA BUILDING CODE (FBCR) 2017/ RESIDENTIAL) S Q . FT. C ALC. ' S • FLORIDA FIRE PREVENTION CODE 6TH EDITION • NATIONAL ELECTRICAL CODE (NEC) — 2014 EDITION LIVING 15T FLOOR 2,664 SQ. FT. • FBCR 2017, 6TH EDITION ELECTRICAL PROVISIONS CUBIC VOLUME A/C IST FLOOR 26,64m CU. •ALL LOCAL AND STATE CODES LIVING: 2ND FLOOR 1,129 6Q. FT. CUBIC VOLUME A/C 2ND FLOOR 11,2W CU. *OCCUPANCY — RESIDENTIAL, GROUP R3 TOTAL LIVING 4,3S3 50. FT. •CONSTRUCTION TYPE — VB • MIN. INTERIOR FINISH — CLASS B • BASIC WIND SPEED(VuLT)— 170 MPH EXPOSURE C el —STORY RESIDENCE — TOTAL CUBIC VOLUME A/C 43,930 COVERED ENTRY 150 cu. SQ. FT. •2—STORY RESIDENCE — MAX. HEIGHT AS PER COVERED LANAI 164 SQ. FT. LOCAL AND STATE CODES GARAGE I 532 S a. FT. • SEE STRUCTURAL DRAWINGS FOR MORE INFO GARAGE 02 255 50. FT, COVERED BALCONY 13-1 SQ. FT. TOTAL 5,651 50. FT. • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: CALATLANTIC 825 CORAL RIDGE DR. CORAL SPRINGS FL, 33071 TEL: (954) 575-7300 • STATE OF FLORIDA PROFESSIONAL ARCHITECT: JAMES CANTWELL AR No. 12079 A.B. DESIGN GROUP, INC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMEN S. IF ANY ASPECT OF THE CONSTRUCTIO (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUB IT A WRITTEN R.F.I. (REQUEST FOR INFORMATIO ) TO THE ARCHITECT OR ENGINEER FOR CLARIFICAT ON. AB DESIGN GROUP WILL RESPOND TO ALL W ITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPEC S OF THE CONSTRUCTION BASED ON THE DRAWING $ET. Tel: (954) 575-7300 PG Cl—COVER PAGE PG GN—GENERAL NOTES PG Al —FIRST FLOOR PLAN PG A2—SECOND FLOOR PLAN PG A2.1—DOOR AND WINDOW SCHEDULES PG A3D—ELEVATION "D" FRONT AND REAR PG A4D—ELEVATION "D" LEFT AND RIGHT PG A5D—DETAILS: ELEVATION "D" PG D1—DOOR AND WINDOW DETAILS, STAIR SECTION AND DETAILS PG D2—MONOLITHIC WALL SECTIONS AND MISC. DETAILS PG D3—MONOLITHIC 2—STORY WALL SECTION PG El —ELECTRICAL FIRST FLOOR PLAN PG E2—ELECTRICAL SECOND FLOOR PLAN PG E2.1—ELECTRICAL PANELS AND RISER DIAGRAM PG Pl—PLUMBING FIRST FLOOR PLAN PG P2—PLUMBING SECOND FLOOR PLAN PG M1—MECHANICAL FIRST & SECOND FLOOR PLAN INDEX OF DRAWINGS SHEET # DESCRIPTION PG SO-FOUNDATION/FIRST FLOOR COLUMNS PG S1-1ST LEVEL FLOOR BEAMS AND ROOF PG S2-2ND LEVEL COLUMNS, BEAMS AND ROOF, PG SDl—STRUCTURAL NOTES, MISC. SCHEDULES AND "S#—" DETAILS PG SD2—WALL SECTIONS AND TYPICAL DETAILS' gCBYW Stt fifilprA�Mty lbiy- OW/ ST. LUCIE COUNTY BUI CjIN� DIV 1ON REVIEWED FOR COMPL N REVIEWED qY DATE PLANS AND PERMIT MUPT BE KEPT ON JOB SITE OR NO INSPECTI (S) WILL BE MADE Design Grou Inc .1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 A.B. DESIGN GROUP DRAFTING INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL33442 (954)482-0957 OFFICE 0 U W q Q F A 6mmmmi 0 x� �x e� �a 0 Q� r UHDIV.8c LOT:RIVERI3END LOT #44 PROJECT# 03303.044 MODEL: FAIRFIELD "PLAN 2" 6511 ELEVATION "D" GARAGE SWING: RIGHT PAGE: COVER PAGE 170 MPH EXPOSURE C ARCHITECT: STATE OF FLORIDA c ti DATE: 06/30/16 SCALE: AS NOTED SHEET NO: cI GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE 2017 RESIDENTIAL 6TH EDITION OF THE FLORIDA BUILDING CODE AND IN CONJUNCTION WITH ASCE 7-10. ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) U.N.O. 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 WIND BOURNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1, 4. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 5. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK, 6, THE ARCHITECT/ENGINEER 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 1. GARAGE DOOR A. DESIGNED TO MEET REQUIREMENTS SET FOURTH IN FBCR 2017 6TH EDITION. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5,1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED, OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH 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 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. PROVIDE PERMANENT SIGN ( WITH LETTERS NOT LESS THAN 112", READING: "DANGER DO NOT OPERATE ENGINES W/ DOOR CLOSED CARBON, MONOXIDE EMISSION IS LETHAL." POSTED ON INSIDE OF GARAGE DOOR. 5. AS PER 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 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 THAN %-INCH GYPSUM BOARD OR EQUIVALENT. 6. GARAGE BENEATH HABITABLE ROOMS TO HAVE R-11 INSULATION AT CEILING PER ENERGY CODE FORM. 7. 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., SITE WORK 1. 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. 2. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGN WAS BASED ON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,500 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE, 3, ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF T- 0" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITH THE FINISH FLOOR ELEVATION LOWER THAN THE PUBLISHED B.F.E. 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 BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. 12. CONSTRUCTION, PROJECTIONS, OPENINGS & PENETRATIONS OF EXTERIOR WALLS OF DWELLINGS AND ACCESSORY BUILDINGS SHALL COMPLY WITH TABLE R302.1. GENERAL NOTES; 1. EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN CAN OPEN THE DOOR FROM INSIDE THE CLOSET. 2. BATH-TUB/SHOWER GLASS ENCLOSURES IF USED TO BE CAT II SAFETY GLAZING 3. SHOWER HEADS SHALL HAVE ANTI -SCALD DEVICES. 4. ALL BATHROOM DOOR LOCKS SHALL BE DESIGNED TO PERMIT THE OPENING OF THE DOOR FROM THE OUTSIDE IN CASE OF EMERGENCY. 5. USE APPROPRIATE CEMENT BOARD, INSTALLED PER MANUFACTURER'S SPECIFICATIONS. 6. BATHTUB & SHOWER FLOORS & WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS AND IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NONABSORBENT SURFACE. SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT OF NOT LESS THAN SIX FEET ABOVE THE FLOOR. 7. BATHROOM FINISHED FLOOR SHALL BE OF IMPERVIOUS MATERIAL AS TILES. 8. FIRE STOPPING AND DRAFT STOPPING SHALL BE INSTALLED IN WOOD CONSTRUCTION AS SPECIFIED IN FBCR SECTIONS R302.11 AND R302.12. 9. 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. 10. STRUCTURE TO ADHERE TO CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA FOR DAMAGE PROBABILITIES FROM WEATHERING AND TERMITE INFESTATION PER TABLE R301.2(1). 11. UNDER STAIR PROTECTION: ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 INCH GYPSUM BOARDS.FBCR 302.7 12. EXTERIOR WINDOWS SHALL BE CAPABLE OF WITHSTANDING A FORCE OF 150 POUNDS APPLIED IN AN OPERABLE DIRECTION, 13. 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" AND NOT LESS THAN 24"ABOVE FINISHED FLOOR AND NO GREATER THAN 72" ABOVE FINISHED GRADE PER FBCR 312.2.1. ALL WINDOWS SHALL BE PROTECTED W/ FLORIDA APPROVED NOA STORM SHUTTERS. 14. 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. 15. WOOD WALLS WILL BE WATERPROOFED (WRAPPED) PER FBCR SECTION R703 AND FOLLOWING MANUFACTURES SPECS. EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN TWO COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-Cl 063-06 CONSTRUCTION OBSERVATION 1. CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. 2. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. MAINTENANCE 1. IT IS ASSUMED THAT THE BUILDER WILL CONVEY INFORMATION TO THE FUTURE HOMEOWNER OF THE NEED TO PROPERLY MAINTAIN THIS BUILDING WITH PARTICULAR EMPHASIS ON EXTERIOR CAULKING AND SEALANTS. IT IS ASSUMED THAT BOTH BUILDER AND HOMEOWNER KNOW OF THE IMPORTANCE, THE REQUIREMENT AND THE EXPECTED LIFE -SPAN OF CAULKS AND SEALANTS OUND WIND DESIGN NOW Speeds Toporyaphic OAD (mph) effects"(NA) NA See Fig. R301.2(4) TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA sEisM'C DESIGN CATEGORY' SUBJECT TO DAMAGE FROM WINTER DESIGN a ICE BARRIER NDERLAYMEN FLOOD e HAZARDS AIR FREEZING MEAN ANNUAL Weathering e Frostline Termite` depth` TEMP REQUIRED' INDEX' TEMP' NA Negligible NA Heat', NA NA NA ABBREVIATIONS ABV, ABOVE FR. DR. FRENCH DOOR A/C AIR CONDITIONING FTG. FOOTING R. RISER ADJ. ADJUSTABLE RAID. RADIUS ALT. ALTERNATE GA. GAUGE R.A.G. RETURN AIR GRILL AMP. AMPERAGE GAR. DISP. GARBAGE DISPOSAL REF. REFRIGERATOR G.F.I. GROUND -FAULT INTERRUPTER RM. ROOM BD. BOARD GL. GLASS R.O. ROUGH OPENING GYP. BD. GYPSUM BOARD CL CENTER LINE S.C. SOLID CORE EXT DR CAB. CABINET H.B. HOSE BIB S.D. SMOKE DETECTOR CLG. CEILING H.C. HOLLOW CORE S.H. SINGLE HUNG CLR. CLEAR HDR. HEADER SHT. SHEET CONC. CONCRETE HGT. HEIGHT SHTHG. SHEATHING CPT. CARPET SHWR. SHOWER C.T. CERAMIC TILE INSUL. INSULATION SIM. SIMILAR INT. INTERIOR SL. SLIDING D. DRYER SL. GL. SLIDING GLASS DBL. DOUBLE LAV. LAVATORY STD. STANDARD D.G. DUAL GLAZED LUM. LUMINOUS SWS SHEAR WALL SECTION DIA. DIAMETER DIM. DIMENSION M.C. MEDICINE CABINET TEMP. TEMPERED GLASS DISP. DISPOSAL MFR. MANUFACTURER THK. THICK DP. DEEP MIN. MINIMUM T.O.C. TOP OF CURB DR. DOOR M.T. METAL THRESHOLD T.O.P. TOP OF PLATE D.S. DOWNSPOUT MTD. MOUNTED T.O.S. TOP OF SLAB DTL. DETAIL MTL. METAL TYR TYPICAL D.W. DISHWASHER N.T.S. NOT TO SCALE U.N.O. UNLESS NOTED OTHERWISE EA. EACH ELEV. ELEVATION O.C. ON CENTER V.P. VAPOR PROOF EQ. EQUAL O.H. OPPOSITE HAND EXH. EXHAUST W. WASHER EXT. EXTERIOR PL PROPERTY LINE W/ WITH P.B. PUSH BUTTON WD. WOOD FX. GL. FIXED GLASS PH, PHONE WDW, WINDOW F.G. FUEL GAS PLT. PLATE W/H WATER HEATER FIN. FINISH PLYWD. PLYWOOD W.I. WROUGHT IRON FLR. FLOOR PR. PAIR FLUOR. FLUORESCENT P.T. PRESSURE TREATED I DOOR / WINDOW GLAZING NOTES: RE: FBCR 6TH EDITION (2017) FLORIDA BUILDING CODE/RESIDENTIAL 1. ALL GLASS DOORS/WINDOWS SHALL COMPLY WITH SECT. R301 & R308 OF THE F.B.C.R. 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 EXTERIOR DOORS AND WINDOWS SHALL BE IMPACT RESISTANT MEETING ALL APPLICABLE CODES AND REGULATIONS. (FBCR SECTION R612) 6. ALL GLAZING WITHIN 24" TO AN ADJACENT DOOR SHALL BE TEMPERED, CAT. II, SAFETY GLASS. ALL WINDOWS, MIRRORS OR GLASS ENCLOSURES AT OR WITHIN 60" OF TUBS AND SHOWERS WITH SILLS LESS THAN 60" ABOVE FLOOR SHALL BE TEMPERED, CAT. II, SAFETY GLASS. 7. WINDOWS ADJACENT TO SHOWERS OR TUB MUST BE OF CATEGORY II SAFETY GLAZING. 8. TEMPERED GLASS SHALL COMPLY WITH 16 CFR 1201 AS PER F.B.C.R. TABLE R308.3.1(1) & (2). 9. GLASS SHALL COMPLY WITH ASTM C 1036 REQUIREMENTS FOR FLAT GLASS TYPE I AND II AND GSA DD-G-451C STANDARD FOR GLASS, FLAT AND CORRUGATED, FOR GLAZING MIRRORS AND OTHER USES AS PER F.B.C.R. SECTION R308. 10. INSTALLED GLASS SHALL NOT BE LESS THAN QUALITY INDICATED PER FBCR R612.3 AND F.B.C.R. SECTION R308. 11. 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.R. SECTION R308, 12. ALL GLASS TO BE MONOLITHIC IMPACT GLASS WITH SOLARBAN 70XL LOW E. G/ Design roup"Inc. 1 N. RONALD REAGAN Bit LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com A.B. DESIGN GROUP DRAFTING INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482-0957 OFFICE 111 954 708-2468 FAX SUBDIV. 8e LOT: RIVERBEND LOT #44 PROJECT# 03303.044 MODEL: FAIRFIELD "PLAN 2" 6511 ELEVATION "D" GARAGE SWING: RIGHT PAGE: GENERAL NOTES 170 MPH EXPOSURE C mmmmmmmmoor ARCHITECT: STATE OF FLORIDA D �: 06/30/16 SCALE: AS NOTED I SHEET NO: u WALL LEGEND INTERIOR BEARING WALL EXTERIOR BEARING WALL SEE ELEVATION FOR BEAM HEIGHT N Lu Q } STAIR DATA 20 RISERS is 1 1/16' 19 TREADS -m 10" SEE SHEET D1 FOR STAIR SECTIONS AND DETAILS 1_011 I_10 o� -0° 5" RADIUS 0 _ 1 12" RADIUS \� N N ill TYP. - TYP' w 8' ROUND 8" ROUND COLUMN Q COLUMN Q Q (TYP.) (TYP.) NI I I I I I I I I I N 31-7" TO T-0" 7'-I" AND LARGEAND LARGER VERIFY W/ PLAN VERIFY W/ PLAN FULUND AEL HALF RO c 1 f ANp MALLER 3'-711 TO 71-011 7'-1" AND LARGER VERIFY W/ PLAN VERIFY W/ PLAN VERIFY W/ PLAN TYP. ARCH ��1�T�1�L SCALE: 1/4" = 1'-0" NOTES: WHEN AN S" OR 12" RADIUS HEADER ENGAGE INTO THE SAME COLUMN OR ARE WITHIN CLOSE PROXIMITY (WITHIN 2°-0") THEY NEED TO ALL HAVE THE LARCzER RADIUS. 3-1/2" 1/211 1 1/2° N 0 DOUBLE TOP PLATE tu - N Az 0 U PARTITION ELEC. OUTLET PER w4LL ELEC. CODE AT PARTITION END �A KITCHEN ISLAND FLOW-TIIRU COUNTER TOP $GALE: I/2"=1'-0' S'-4" 131-4" el- 211 S'-6' 4'v Ill " 7'-8" 7'-51, 6'-31/2" -10 1/2" HBO O ----------------- — " X�—PAvEfl C VARIES EGRESS N v COVERED LL LANAI 9'-4" CEILING _ _ 0 °i ° 10'-811 CLl N O I ---- —1�-O—CEILING_ - ' -r-- 91-011 9'-011 I I 1 I 111 T1-0 LINE OF WALL CTYP) ABOVE I ro" I 1 1 YP. 1 1 a' n 811 I811 I I N 1 1 6 1 011 71 011 171_611 I MASTER _. I SUITE GREAT ROOM 1 I 10'-S' CLG, = 10'-5" CLG. O DRAFTSTOP LOCATION TO DRAFTSTOP �9'_4" FLAT LOCATION TO BE FIELD -011 I SOFFIT BE FIELD VERIFIED -- _ -1_C1 --41_S11 VERIFIED 9L11- — — — — — — — — — — — 411 LINE OF WALL ABOVE- - - — - — - - - - IAl\_ MASTER _ e'-4' 10'-5' CLG. 3d 71 1/2' H. ED BATH � 0 SOFFIT * 14'XI2° I�i CONTINUOUS HANDRAIL EEWALL Qo O 101_$11 CLG. _ �4 j, S11 u 1 -' NIGHE �t f W RECESSIQ TOP a 60"-' 4'-6" 4'-6" tt 21 IDIl 4 m 3 6" 2'- -911 11_4" 6'-I111 � ' ' iili . - I• O �� � �1■■■•�31■II I I CASUAL DINING o 0 10'-a' cLG. LINE OF WALL I ---ABovE --- 1 v m - m 1 411 PAVERS O 61 121-1011 Q 4'-8" 51- m PARTITION \9 I UNDER COUNTER II = II 1 I GAT II SA I I DW GL SHOUH I�\-� 51-511 vii 51-711 1011 u1 = 1 I1 %\\\ Cool m I I ® W/ HOOD II ABv. _ ® II m A II I AI I I MICRO TOWER Q KITCHEN CLG. 611 ENCLO. — -211 12'-a11 BEDROOM 5 CLG. 51-211 6" RECESS 31_ �'w t p r . sty •r'@gYCk1Y I�mmmmmmm\►�:,; 1 Its �p 10'-4' CEILING <tfi I— d a — — 20 IN. F.R. UJALL ABOVE II I11_511 31 0"1 7'-4' 3'-0" 51 411 1 j I ell '511 LAUNCH j ATTICC 4 1 1 all INS GATT DIA. _ L4GGESSJ COLUMNS (TYP.) I _ INSULATION NOTE: MAINTAIN FIRE SEPARATION R-II GATT AND CARBON MONOXIDE I 4" INSULATION INFILTRATION AT A/C CLOSET. DINING 1 1 ROOM 1 MAX. 1 1/2" STEP I N FROM TOP I' GARAGE # 1 I THRESHOLD = I N 10'-8" CLG. ci L—------ MTL. STUD e H LL TRANSNS. _ _ _ (AlBv.J _ — (ABv.) DRYWALL R-SH I R-SH I u� LAUNDRY 101_811 CLCa. ,n BULK iD ROOM o D• 11 W. I 4�4- 6'-6'10'-011 4 411 ATTIC /R-11 ICCCESrJ- � GATT j INSULATION GARAGE #2 10'-8" CLG. SLOPE 2'- r- TEMP VVV TEMP I UUU TEMP TTT 41-511 6'_611 61_611 41.511 _nil 1T11 w ® 'v ® v Iv,zilro" �r r — 4 16"X16"CO 2 COL. TYP. (2) �PAVERS� Y� II 1 11 1 COVERED co ENTRY 10'-8' CLG. " HORIZONTAL LAP SIDING 1.4" 6'-2" 211-10" '-4'I, 61-611 FIRST FLOOR PLAN ELEVATION „D„ SCALE: 1/4" = I'-�' BUILD OUT FROM CLG. TO 35, A.FF. (FOR 0 ELECT. PANEL) -- ----------- -8° li 161_.0it E=7Y ;n O s HORIZONT LAP SIDIN S2 AGDesign roup Inc 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com L AA #: 0003325 IF 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 SUHDIV. 8e LOT: RIVERBEND LOT #44 PROJECT# 03303.044 MODEL: FAIRFIELD "PLAN 2" 6511 ELEVATION "D" GARAGE SWING: RIGHT PAGE: FIRST FLOOR FLAN 170 MPH EXPOSURE C ARCHITECT= STATE OF FLORIDA DATE: 06/30/16 SCALE: AS NOTED SHEET NO: Al WALL LEGEND INTERIOR SEARING WALL EXTERIOR � BEARING WALL SEE ELEVATION FOR SEAM HEIGHT I STAIR DATA 20 RISERS a 7 7/16" IS TREADS 6 10' SEE SHEET DI FOR STAIR SECTIONS AND DETAILS FULL HALF ROUND ARCH i AND MALLER 3'-7" TO 7'-0mi IFY W/ PLAN 11 VERIFY W/ PLAN TYP ® ARCH DETAILS SCALE: 1/4' = I'-O" NOTES: WHEN AN 5' OR 12' RADIUS HEADER ENGAGE INTO THE SAME COLUMN OR ARE WITHIN CLOSE PROXIMITY (WITHIN 2"-O"), THEY NEED TO ALL HAVE THE LARGER RADIUS. I d J v m �t r ill ------------ -------------------------- I I LINE OF WALL I BELOW IS'-411 plsmll 151_411 g'-2" 9'-211 3'-I0" 5'-2" 5'-2' 3'-1011 T-811 71-0II II OR-IS EATT R-19 SATT O INSULATIONS �� /— INSULATION U BEDROOM 2 g1_411 CLG. 14'-611 N 411 411 ["l R. I 411 -S" 171-611 I� 76 BONUS Ir ROOM 1 14 9 -4 CLG. / I II �1 I p II 5SH N 4" CLG. 22X30 HALL ATTIC — 97-4,I ACCESS 0 a3 1'-m" p14Q1 CLG. Q 6,_911 _' tt �0 611 m i ;t DI 21-411 L AHU 02 5SH ° m BEDROOM 4 A/c CHASE -- 411 411 13'-411 71_211 W.I.C. �0 9'-4" CLG. EGRESS ; DDDD R-19 EATT INSULATION HORIZONTAL LAP SIDING O 1 -10. k p1-211 SEE NOTE AT SHEET A4D (LEFT ELEV.) FOR WALL SLOPE AND RAILING PROFILE. — 14' -m 11 21'-211 es JJJ EGRESS - N I N I I 1� BEDROOM 3 I _I N pl_All CLG. 611 MW C1141 R-19 EATT 21 511 2 _611 g1_111 INSULATION 4" I I I � I N411 411 I I I m f�V BATH 3 9'-4" CLG. �! _ I 4'-O" �1 I I � I p 151_111 DN 4'-3 21-T W I 9'-II 1/2" O I CLG. �9 r I R-19 SATT INSULATION I TEMP pgpA 42" HGT. I GUARDRAIL 3'-811 3'-811 HORIZONTAL 21'-10" LAP SIDING R-19 EATT INSULATION I LOFT V-4' CLG. ;n I I NOTE: APPLY FLUID WATERPROOFING TO GONG. SLAB AT COVERED BALCONY I 31-511 4'-2" 7'-511 7'-511 4'X4' TUBE STEEL COVERED w COL. TYP. (4) BALCONY — —9'-4' CLG.— — 7'-211 141 6'-1011 6-1011 1 23'-211 44'-4" I I I I I I I I I LINE OF WALL BELOW I I I � I I I I I I L- - - - - - - - - - - - - - - - - - - - - - - - - - - - J O r _ I I I 4'- 2 ^ LIE OF WALL BELOW 42" HIGH DECO RAILING CTYPJ c0 I 1V KK//--------------------------- SECOND ]SLOOP PLAN ELEVATION 99D99 SCALE: 1/4" = 1'-0' ADesign rou 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 r UBDIV.8e LOT:RIVERBENDLOT #44 PROJECT# 03303.044 MODEL: FAIRFIELD "PLAN 2" 6511 ELEVATION "D" GARAGE SWING: RIGHT PAGE: SECOND FLOOR PLAN 170 MPH EXPOSURE C ARCHITECT: STATE OF FLORIDA rLAIN 06/30/16 DATE: SCALE: AS NOTED I SHEET NO: A2 EXTERIOR O PE ING SCHEDULE CALL � O DOORDOO SIZE TYPE ROUGH OPNG, (WxH) ZONE REMARKS WIDTH HGHT DI 10 -0" 8'-0" O.H. 192'X96° 5 D2 8'-0" 8'-0" O.H. 96"X96' 5 D3-D4 NOT USED D5 T-8' 8'-0' FIR, DR. 381/2'X991 ' 4 D6-D7 ED UN T DS 2) 3'-0' 8'-0` DBL. FR. DRS. 78 1/2 X99 I/' 5 D9-D12 NOT USED D48 3'-0. 8'-0" FR DR 41 1/2'X99 1 4 W/ ALUMINUM THRESHOLD DESIGNATED ELMEENCr EVVAATION 'D MEANSOF ESCAPE PER FBC 2011 - D49 2) 3'-ID" 8'-ID' DBL" FR. DRS, 78 1/2 X99 I 4 W/ ALUMINUM THRESHOLD D5ID 2) 3'-O" W-0' DBL' PR. DRS. 18 1/2'X99 I " 4 W/ ALUMINUM THRESHOLD D51 (2) 2'-6' 8'-0 DBL. FR. DRS. 66 I/2'X99 1 " 5 W/ ALUMINUM THRESHOLD D52 (2) T-6' 6'-0" DBL. FR. DRS. 66 1/2 X99 I 4 W/ ALUMINUM THRESHOLD D53 (2) 2'-6' 8'-011 HR. DRS. 66 1/2°X99 1 ' 5 11/ ALUMINUM THRESHOLD WINDOW CHEDULE WINDOW CALL# # WINDOW SIZE TYPE ROUGH OPNG, (WxH) ZONE REMARKS A-B NOT USED C (2) 24"X24" FX GL 49'X25' 4 D 35 SH 54'X63" 4 CAT 11 SAFETY GLAZING E 1435 SH 28'X63" 4 F H35 SH 28`X63" 5 G (3) 25 SH 112"X63" 4 H (3) 36 SH 16ID"X76" 4 I H35 / 54'X63'/ H35 SH/ FX GL/ SH 108'X64' 5 J H34 SH 27 1/2'X5(0 3/ ' 5 CAT 11 SAFETY GLAZING K 25 SH 381X63" 4 L-N NOT USED O 24E SH 381X59 1/ " 5 P 46'XI6" FX GL 49`X17' 4 CAT II SAFETY GLAZING Q (2) 24E SH 75'X59 1/2" 1 4 R-T NOT USED U (2) 24E SH 75"X60 1/1, " 4 v 14E SH 201/8"X601 " 5 w 48'X16' FX GL 491'XI7" 4 CAT 11 SAFETY GLAZING X 48"X36' FX GL 49"X3T' 5 CAT II SAFETY GLAZING AAA-111 NOT USED JJJ 24E SH 38"X6ID 14,1 4 KKK 24E SH 38°X60 1/11, 4 LLL 24E SH 381X6O 1/11, 4 MMM-SSS NOT USED TTT H35 SH 27 1/2'X63" 5 UUU H35 SH 271/2'X63" 4 vvv H35 SH 2-1 1/2"X63' 5 WWW 77"X12' FX GL 781XI3' 4 TRANSOM S' ABOVE DOOR XXX 7TX12' FX GL 78"XI3' 4 TRANSOM 8' ABOVE DOOR YYY 25 SH 381X63" 4 ZZZ 40'XI2' FX GL 41"XI3' 4 TRANSOM W ABOVE DOOR H33 SH 271/2'X39 3/ ' 5 CAT 11 SAFETY GLAZING 24E SH 38'X6ID 1/ 5 L H33 SH 27 Iro 24E SH 38'X6ID I/ ' 5 GLAZING NOTES ALL EXTERIOR DOORS AND WINDOWS SHALL BE CODES AND REGULATIONS. (FBC R4410.2). PACT RESISTANT MEETING ALL APPLICABLE NOTE: MASONRY ROUGH OPENING SIZES FOR WINDOWS ANC? DOORS SHALL FOLLOW MANUFACTURE'S SPECIFICATIONS FOR MASONRY CONSTRUCTION. INTERIOR DOOR SCHEDULE DOO DOOR # O� SIZE TYPE ROUGH OPNG, (WxH) ZONE REMARKS WIDTH HGHT 013 T-4" 8'-0' SWING — W/ SIM. MARBLE THRESHOLD Di4 2'-8° 8'-ID" SWING — — W/ ALUMINUM THRESHOLD, SHALL BE SELF CLOSING, SELF LATCHING 20 MIN, FIRE RATED: 1-3/9' SOLID WOOD OR HONEYCOMB STEEL PER FBC 302B.1 D15 2'-8' W-O" SWING — — W151M. MARBLE THRESHOLD, LOUVERED D16 T-4' 8'-0" I SWING — — DI7 NOT USED DIS 2'-6" 8'-0" SWING D19 2'-4" 8'-0" SWING — — D20 (2) T-0" 8'-0" DBL. sw1uG— P21 2'-8" 8'-0' SWING — W/ SIM. MARBLE THRESHOLD D22 2'-8" 8'-0° SWING — — D23 T-B" W-0° SWING — W/ SIM. MARBLE THRESHOLD D24 2'-0" 8'-0' SWING — — D25 (2) 2'-4" 8'-0' DBL. SWING — — D26 (2) 2'-4" 8'-0" D5L. SWING — — D27 2'-8" 8'-0" SWING — — D25 2'-8' 8'-0' SWING — W/ ALUMINUM THRESHOLD, SHALL BE SELF CLOSING, SELF LATCHING 20 MIN. FIRE RATED: 1-3/8" SOLID WOOD OR HONEYCOMB STEEL PER FBC 302.5.1 D29 2'-6" 8'-0' SWING SOLID CORE DOOR W/ WEATHER57RIPPING D30 2'-8' 6'-S" SWING 0 STORAGE UNDER STAIRS D31 2'-6' 6-0" SWING — — D32 2'-4' 8'-0" SWING — — W/ SIM, MARBLE THRESHOLD D33 (2) 2'-4" 8'-0' DBL. SWING — — D34 2'-W 8'-0' SWING — — W/ SIM, MARBLE THRESHOLD D35 2'-9, 8'-0" SWING — — D36 2'-6" 8'-0" SWING — — D37 2'-6' S'-ID" SWING — — D38 T-4" W-O" SWING — W/ SIM. MARBLE THRESHOLD D39 2'-4" 8'-O" SWING — — D40 2'-6' 8'-0' SWING — — D41 2'-6' 8'-0" SWING — D42 (2) 2'-4" 8'-0" DBL. SWING — — D43 (2) 2'-4' 8'-0" DBL. SWING — — D44 -047 NOT USED 04S (2) 2'-8" • ALL HARDWARE IS TO COMPLY WITH FLA. STATUTES CHAPTER 553, PART v FLA ACCESSIBILITY CODE 4,13,9 IN REFERENCE TO I -HAND GRASPABILITY AND F5CA-201 SECTION 309.4 • EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. F5C2014 NOTE: MASONRY ROUGH OPENING SIZES FOR WINDOWS AND DOORS SHALL FOLLOW MANUFACTURE'S SPECIFICATIONS FOR MASONRY CONSTRUCTION. A.B. DESIGN GROUP DRAFTING INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482-0957 OFFICE UBDIV. & LOT: RIVERBEND LOT #44 PROJECT# 03303.044 MODEL: FAIRFIELD "PLAN 2" 6511 ELEVATION "D" GARAGE SWING: RIGHT PAGE: DOOR & WINDOW SCHEDULE 170 MPH EXPOSURE C ARCHITECT STATE OF FLORIDA la PLAN DATE : 06/30/16 I'ME o 1 SHEET NO: A2.1 I ROOF ]PLAN ELEVATION 39D99 SCALE: 1/8" = 1'-0' SOFFIT LEGEND E-== VENTED SOFFIT R-20 SPRAY FOAM INSULATION. SEE DETAIL SHEETS FOR SPEC. VENTED UNCONDITIONED AREA ROOF VENTILATION CALCULATION PER FBC 1203.2 REQUIRED VENTILATION: IS_�05- - = 1.24 S.F. SOFFIT VENTILATION PROVIDED: .105 S.F./L.F. x 21 L.F. = 2_84 5F, GENERAL NOTE: 3" CONTINUOUS SOFFIT VENT PROVIDES .105 Sr-. OF VENTILATION PER LINEAR FOOT 1ST FLOOR '*---'.OV. LANAI., ROOF VENTLATION CALCULATION PER FBC 1203.2 REQUIRED VENTILATION: 4 5-0 FF = 3.28 S.F. SOFFIT VENTILATION PROVIDED: .105 SF./LF. x 53 LF. = 5.5 f 5.F. GENERAL NOTE: 3' CONTINUOUS SOFFIT VENT PROVIDES .105 S.F. OF VENTILATION PER LINEAR FOOT ROOF VBM ATM CALCULATION PER FBC 1203.2 REQJIRFD VENTILATION: 2vo--5E- = 1.12 5.F. SOFFIT VENTILATION PROVIDED: .105 SF./L.F. x 46 LF. _ 411 SR GENERAL NOTE: 3' CONTINUOUS SOFFIT VENT PROVIDES .105 5F. OF VENTILATION PER LINEAR FOOT ROOF VENTLATION CALCULATION PER FBC 12032 REQUIRED VENTILATION: 138 - _ .92 SF. SOFFIT VENTILATION PROVIDED: .105 SF./L.F. x 35 LP. = 3.68 SF. GENERAL NOTE: 3' CONTINUOUS SOFFIT VENT PROVIDES .105 S.F. OF VENTILATION PER LINEAR FOOT COVERED TRIM HORIZONTAL LAP SIDING (STUCCO) ............. FOAM W/ STUCCO FINISH - 12 4T UUU 4; /-56.4 - 42.1 /-45.1 rI V 't LIB_ Ia�lau emini A� Ilul�l�l�l�l�l �I/I 111 _mill � Diu �ii oil MENOMONEE in Nis MINES 111111111111 tom/ 42.1 /-56.4 - ��TRANSOM �W�TR, V 37.6 39.9 /-525 �� IABV.) 3 LS /_486 Dl r4BV.) 31.8 /-48.6 7zz 39.13/ -52.5 5 39.6/ 42.5 &J (HIDDEN) TRANSOM lA6V.) FRONT ELEVATION PRECAST 39.5/ -52.5 WITH STUCCO SCALE: 1/4'=1'-0" FINISH U _ 0 I I OJ 42.1 /-56.4 - - ® PRECAST 40.9 /-44.5 39:0 /-43.6 WITH STUCCO FINISH - 40,9 /- < Q CL I IDS 403/-44.0 (HIDDEN) REAR ELEVATION SCALE: 1/4"=1'-O" /-44.5 J� EL.27'-5" - --- - - - �T BLDG. HGT. J EL. 21' DI Y CLG. HGT. ................../ I __--------12--------� 14 g5 EL. 12'-4" TOP OF TRUSS -1- - J, EL. 12'-0" TOP OF ENTRY BOND BEAM _ EL. 10'-8' TOP OF Y SOND BEAM I mi 34.3 EEFEI 1, MINIM c$ 40.6 /-443 - - " TRIM _ EL 0'-0" FIN. -Y FLR. SLAB 1 1=1 CLG. HGt. EL.20'-4" WINDOW HGT. TRIM HORIZONTAL ---- G .......... LAP SIDING .............. (5TUCCO) .. _ J EL. 12'-4' TOP OF Y TRUSS 1 EL. 10'-8" TOP OF Y' BOND BEAM _ EL. V -0" FIN. FLR. SLAB Design GrouprInc. 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, FL 33442 (954)482-0957 OFFICE 954 708-2468 FAX SUHI)IV. & LOT: RIVEREEND LOT #44 PROJECT# 03303.044 MODEL: FAIRFIELD "PLAN 2" 6511 ELEVATION "D" GARAGE SWING: RIGHT PAGE: ELEVATION ll Dll FRONT AND REAR 170 MPH EXPOSURE C fPlafN 06/30/16 DATE: SCALE: AS NOTED SHEET NO: ENTRY TRIM HORIZONTAL LAP SIDING (STUCCO) TRIM HORIZONTAL LAP SIDING (STUCCO) 36.4 /-46.1 PRECAST WITH STUCCO FINISH L41.1 /-44_t ZOPEN 7 I ; BB55 ; I - I �! � a- O — — 40.0 /-43.7 LEFT ELEVATION SCALE: I/4" =1'-0" LINE OF ROOF SLOPE BEHIND "" �OPEN7 co LINE OF CONC. BLOCK WALL BEHIND I II II II II II II II II CI,,U\ - u u u I LINE OF ROOF SLOPE BEHIND 12 'a 14 EL. 21'-8" TO / Y CLCx. HGT. EL. 12'-4" TOP OF TRUSS t�l all _ K1 tY v J EL. 0'-0' FIN FLR. SLAB — — — — — — — — - J EL 21'-6" TO11 / CLCs. HCsT. O X - 42.1 /-45.1 - 42.1 /-56.4 - - __O 40b /-540L. 12'-4" TOP OF rRuss PRECAST WITH STUCCO FINISH RIGHT ELEVATION SCALE: 1/4"=I'-O" EL. &-0" FIN Y FLR. SLAB Design / Groupr"Inc •1 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 DRAFTING BY: [DEERFIELD B. DESIGN GROUP DRAFTING INC. 191 EAST NEWPORT TER DRIVE, SUITE 207 BEACHFL 3344254)482-0957 OFFICE 954 708-2468 FAX �o E Q a rti 0NOW rUIBDIV. & LOT: RIVERBEND LOT #44 PROJECT# 03303.044 MODEL: FAIRFIELD "PLAN 2" 6511 ELEVATION "D" GARAGE SWING: RIGHT PAGE: ]EL,EVATION "D" LEFT AND RIGHT 170 MPH EXPOSURE C ARCHITECT. STATE OR FLORIDA �92018 HATE: 06/30/16 SCALE: AS NOTED SHEET NO: ELEVATION PROFILE P44 !: 3/4 I'-D" HARDIE 5OARD SIDING WRAPPED AROUND POST J� A *4447- - WINDOW OR SHUTTER (SEE ELEVATION) ELEVATION PROFILE *� � � JL A�� SCALE: 3/4 = V-7 VERIFY EXACT DIMENSION IN F a i 6" 4 1/71 2' v 10, ELEVATION IY WINDOW OR SHUTTER (SEE ELEVATION) N 4" N \ 2" 2" D5)DETAIL SCALE: 3/4 = I'- "J R-4LE: 3/4 = I'-O PROFILE �p DETAIL SCALE: 3/4 = I'- u ELEVATION ()*R4 LE: 42" HIGH AL GUARD RAII 2" x I" ALUM POST (TYP., 1" x I" ALU1" 111 PICKETS TO 4" SPHERE � 2" x 2" ALUM, I ,mil TUBE (Tl'P.J 2 " VAS PROFILE 4 1/2" 1/2' 11, 4 1/2" IES /ARIE '� VARIES F.V. CAULK ALL ATTACHMENT POINTS Al �jj �_ D `� SCALE: 3/4 = 1'-0" PROF I L E 21' V NOTE: • DETAILS INSTALLED PER MANUFACTURER'S RECOMMENDATION. • DETAILS SHALL HAVE TRADITIONAL LOOK AND SMOOTH FINISH U.N.O. • DECORATIVE SHUTTERS TO BE HIGP DENSITY FOAM. • DETAIL TO BE PRECAST OR FOAM/EPS. • MANUFACTURER TO PROVIDE SHOP DRAWINGS FOR APPROVAL. • WINDOW SILLS/TRIM, WATERTABLE, DECO COLUMNS TO BE CONCRETE COVERED FOAM ON THE FIRST FLOOR, FOAM W/STUCCO FINISH ON THE SECOND FLOOR*- EAVE MOLDING; TO BE FOAM W/STUCCO FINISH INCLUDING FAUX BALCONY BALUSTRADES.. VD itisn9 Ue�,l t P St County OF Design Grou Inc. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 A.B. DESIGN GROUP DRAFTING INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482-0957 OFFICE O h N F TTW � q U � a � m K w a N o � e a N M- h� t. 47 m moi SUBDIV. 8c LOT: RIVERBEND LOT #44 PROJECT, 03303.044 MODEL: FAIRFIELD "PLAN 2" 6511 ELEVATION "D" GARAGE SWING: RIGHT PAGE: DETAILS: ELEVATION )7 A2f 170 MPH EXPOSURE C ARCHITECT: STATE OF FLORIDA JUN 12 ,uut, Yam/ 06/30/16 D ATE.z—, SCALE: AS NOTED SHEET NO: 41/2' 41/2' ��E " .. �- � E 1' 2" ELEVATION PROFILE D SCA DETAIL LE: 3/4 = 1'-4" 3"16 1/2"13" HARDIE BOARD SIDING WRAPPED AROUND POST DETAIL D � SGALE: WINDOW OR SHUTTER (SEE ELEVATION) WINDOW OR / \ (SEE ELE s � I 2" ELEVATION PROFILE D2 SCALE: DETAIL3/4 I'-O" CD3 -"I" VERIFY EXACT DIMENSION IN F Ell ELEVATION -I- Ir N r m DETAIL D SCALE: 1' C �J DETAIL D / SGALE: 9'-3 1/2" 42" HICsH ALUMINUM—\ GUARD RAILING TTER 2" x 1" ALUMINUM TION) POS7 (7YP.) G N I" x I" ALUMINUM PICKETS TO REJECT 4" SPHERE (TYPJ 211 PROFILE 2" x 2" ALUMINUM — TUBE (TYP.) ETAIL %LE: 3/4 = I'- ELEVATION *!i- LE: 3/4 = WIN 2" VARIES PROFILE VARIESIE ry N rr L I ix"X-T, � � N N 4 I/2' 11/24 1/2" " �VARIE 5'-&" VARIES 2" VARIES PROFILE CAULK ALL ATTACHMENT POINTS DETAIL NOTE: • DETAILS INSTALLED PER MANUFACTURER'S RECOMMENDATION. • DETAILS SHALL HAVE TRADITIONAL LOOK AND SMOOTH FINISH U.N.O. • DECORATIVE SHUTTERS TO 5E HIGH DENSITY FOAM. • DETAIL TO BE PRECAST OR FOAM/EPS. • MANUFACTURER TO PROVIDE SHOP DRAWINGs5 FOR APPROVAL. • WINDOW SILLS/TRIM, WATERTABLE, DECO COLUMNS TO 5E CONCRETE COVERED FOAM ON THE FIRST FLOOR, FOAM W/STUCCO FIN15H ON THE SECOND FLOOR* EAVE MOLDING TO 5E FOAM W/STUCCO FINISH INCLUDING FAUX BALCONY BALUSTRADES.. Design Grou Inc. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com A.B. DESIGN GROUP DRAFTING INC. IM EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482-0957 OFFICE rUBDIV. & LOT: RIVERBEND LOT #44 PROJECT.# 03303.044 MODEL: FAIRFIELD "PLAN 2" 6511 ELEVATION "D" GARAGE SWING: RIGHT PAGE: DETAILS: ELEVATION „ A„ 170 MPH EXPOSURE C ARCHITECT - STATE OF FLORIDA Is 30/16 NOTED SHE ME Yz° DRYWALL NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 8" CMU 8 CMU SECURED THROUGH NON-STRUC URAL 3/fb" TAPCON Yz DRYWALL MIN. 1-Y4" EMBEDMENT INTO BLOCK. ELASTOMERIC CAULKING "X4" OR 1"X2' P.T. NAILER I'X4' OR I'X2' P.T. NAILER DOOR CASING (3) -STUDS (iST PRESSURE TREATED) 6" Ix OR 2x P.T. 3/4" SUB FLOOR LONG TAPCON ANCHORS W/ 1 1/12' WD. BUCK ' CMU 2X4 NAILER FOR EMBEDMENT - SEE STRUCTURAL PLANS I t� SEE STRUCTURAL DOOR JAMB OR WINDOW DRYWALL DRAFT STOP SEALANT SEPARATION AT SHEATHING WOOL/ CONC. ��OCK DWCxS ATTACH TO 2X PER 11 MANUFACTURER'S DETAILS. I" 4° OR I'X2" P.T. NAILER PRE-ENG. FLR. TRU56 AND CONCRETE JUNCTURE SE W1 OOR CASING DOOR CASING 1x OR 2x P.T.f4 DOOR JAMB OR WINDOW WD. BUCK Ix OR 2x P.T. OOR JAMB OR WINDOW — PLYWOOD SHEATHING WD. BUCK ATTACH TO 2X PER FIRE DRAFT STOP METAL LATH ATTACH 70 2X PER SEE STRUCTURAL SEE STRUCTURAL ANUFACTURER'5 DETAILS. MANUFACTURER'S DETAILS. DWGS DW38 L _ _ _ _ _ _ _ J TYPICAL - STUCCO WOOD NOTE: 7/5' 3 COAT STUCCO OVER PAPER BACK O O O NOTES: NOTES: NOTES: GALV. MTL. LATH OVER TYVEK • SHIM AS NEEDED TO PLUMB JAMB (DO • SHIM AS NEEDED TO PLUMB JAMB (DO • SHIM AS NEEDED TO PLUM JAMB (DO E L V T I ON NOT EXCEED Y4') NOT EXCEED Y4") NOT EXCEED Y4") ' TYVEK !STUCCO WRAP) ALL PERIMETER _ • ALL WOOD NEEDS TO BE P.T. WHEN IN • ALL WOOD NEEDS TO BE P.T. WHEN IN • ALL WOOD NEEDS TO BE P.. WHEN IN PRE-ENG PLR.AND OVERLAPS MUST BE TAPED) CONTACT WITH CMU WALL OR GONG, SLAB CONTACT WITH CMU WALL OR CONC. SLAB CONTACT WITH CMU WALL O GONG. SLAB TRUSS PRE-ENG. FLR. RAIN BUSTER 440 SELF -ADHERED TRUSS TAPE OVER ELASTOMERIC CAULKING WINDOW TO BLOCK +3/4 OR +5/4 WINDOWTO TO BLOCK IZ2" " DOOR JAMB TO BLOCK +-15/16° DOOR JAMB TO BLOCK +3/4 OR +5/4 DOOR II I " II I II TO BLOCK +1-1/2" WINDOW TO BLOCK +1-1 16' SCALE: 3/8 =1 -0 SCALE: 3/8 =1 -(d SCALE: 3/8 =1 -0 MEMBRANE FLASHING: TO LAP 2X4 NAILER FOR 5/8" TYPE 'X' ' --j OVER ADJ. BLOCK MIN 8' DRAFT STOP DRYWALL METAL LATH TO LAP OVER DRAFT STOP ADJ. BLOCK MIN 16' 1/2' PLYWO D tRU35 (3) 12D NAILS EA. END 5/8" TYPE "X' I DRYW BETWEEN WOOD AIR SEAL GASKET DRAFTASTOP f=L AN VIEW LL 2X4 BRAGS N CIt 22 x 30 J BOX FLASHING AT WOOD TO GYP. BOARD, TYP. BRACE FOR (1) LAYER OF GYP. BOARD ADHERED WOOD CASING AT SIDE DRAFT STOP DETAIL BLOCK WALL INTERSECTION TO PLYWD. SHT. (COORDINATE NTS (WHERE APPLICABLE) NTS CHANDELIER, DETAIL THICKNESS WITH ADJACENT CEILING) ATTIC ACCESS DETAIL_ NTS NTS (IF APPLICABLE) 2x FIREBLOCKING COVERED BETWEEN ENG. BALCONY TRUSSES 0 T.O. _ DBL. TOP PLATE DBL. TOP PLATE 3/16'X3" 2x FIREBLOCKING 7APCONS q _ BETWEEN 24° EXTERIOR STUDS ; O.G. 42" HIGH GUARDRAIL 2x FIREBLOCKING BETWEEN ENG. TRUSSES ® DROP C.I.P. s,.3 CLG. ; CONCRETE - - ?n�Prt-ient SLAB FIRE BLOCKING DETAIL EQUAL EQUAL STRUCTURAL �� (Ce? STUD WALL) EQUAL EQUAL EQUA •'• PLANSSEE St. LUCIC COu(�LY� FL scare: Krs. METAL STUD EXTERIOR HIGH DROP CLG. R-20 SPRAY FOAM WAT(SEE ELECTRICAL FRAMING 31I INSULATION R-VALUE TO 2X4 PARTITION PLAN FOR QUANTITY T 318' STUCCO FINISH APC 3" APGONS MEET MIN. CODE WALL STUDS g AND LOCATION) ON WIRELATH m 24' O.G. _ EL 12'-5 I/2" REQUIREMENT AS SrT 24" O. W/ METAL FINISH SECOND FLOOR FORTH IN FBCR 2017 STUD EL. II'-9 5/16" R-20 SPRAY COVERED FRAMING FOAM INSULATION LANAI STAIR LANDING R-VALUE TO MEET 0" MIN. CODE MIN. REQUIREMENT AS SET FORTH IN FBCR 201-1 36" HIGH CONTINUOUS INSULATION GUARDRAIL 34" H. MINIMUM, 38' H. PRE-ENG SUPPORT MAXIMUM" CONTINUOUS HANDRAIL r� WOOD TRU58 SCREEN 24" C.C. MAX. ATTACHED TO 2-STORY BLOCK WALL SECTION INSULATION SUPPORT WALL STUDS (0 COVERED BALCONY) SCREEN ATTACHED SEALED ATTIC Ns.s TO PRE-ENGINEERED PARTITION WALL DETALL WOOD TRUSS scALe. Krs. NOTE: i PANTRY • STAIRS RISERS TO CONFORM TO FBCR 2017 3/I(o' MAX. VARIATION IN i id RISERS/TREADS ADJACENT TO EACH OTHER 3/8" MAX. VARIATI N IN ANY RISER/TREAD HANDRAIL CIRCULAR CROSS SECTION DIA. TO 5H 1 3/4' +-1/4" OR d RRAIL 'SE STAIR MANUF. PROVIDE EQUIVALENT GRASPABILITY WINDERS- MIN. 6" WIDE Q NARROW END MIN. II" 1 1/2' PO , TYP AND SIZE) WIDTH a 12' FROM NARROW END 341H. MIN. TO 38'H. MAX. HANDRAIL HGT, p d ,I •12 X 2' WO. 2x4 STUDS • SEE STAIR MANUFACTURER'S SHOP DRAWINGS FOR MORE INFO AND EXACT G d e SCREWS is I6' O.C. DETAILING 4 i WALL SPACER • THIS RAILING SYSTEM 15 DESIGN TO RESIST A LOAD OP 50 PLF FOR A STORAGE'' Q 2x4 STUDS s CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY DIRE TION AT THE TOP OF d 161, O.C. SUCH BARRIERS AT ANY LOCATION ON THE SAFEGUARD, WHICHEVER CONDITIONzh m / BY BUILDER U H X S S T C I I. 2x8 BLKG'M/ 3 tl It 12d NAILS INS. E m I I/2' DRYWALL • FIREBLOCKING SHALL BE INSTALLED IN CONCEALED SPACES BETWEEN STAIR d STRINGERS AT LEAST ONCE IN THE MIDDLE OP EACH RUN, AT 7 E TOP AND BOTTOMAND BETWEEN STJP6 —" RUNPORP9 TO FBCR 2SE SEC TOND IN LINE R302.11 11.MA WITH ADJACENT RUN STAIRS OF THE EL L_ B RUN PER FBCR 201'1. SECTION R302-II. MATERIAL FOR FIRE BLOCKING SHALL FINISH FLOOR AB WALLMOUNT RAIL BLOCKING DETAIL z 10, x t 8" B UST TT ED NG 010 PRODUCTION RAILING SYSTEM X 3 In' SCREWS 42" HIGH RAILING SYSTEM TO COMPLY WITH THE FLORIDA BUILDING CODE RAIL 1 3/8' x 5 1/4' RESIDENTIAL - 2011 - IN ACCORDANCE WITH SECTION - R311 4 R312 RAIL BALUSTERS SPACED TO MAX RADIUS AT REJECT A 4" SPHERE PICKET NOSING 9/16' ®STAIR S E C TI O N FASCIA 3/4"-I I/4" Q d 1 1/4" X 1 1/4' BALUSTER ATTACHED TRIM TO FASCIA AND RAILING USING A 6511 TITEBOND WOOD GLUE OR EQUIV. QL AND NAILED W/(2) - 2' I6S NAILS TREAD m 0 TOP AND BOTTOM. s- I I/I6" X 9" FASCIA ATTACHED STAIR �9 USING 010 X 1 3/4" SCREWS STRINGER m M DRYWALL DETAIL B-1 TREAD NOSING B-1 Design Group`Inc. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com A.B. DESIGN GROUP DRAFTING INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482-0957 OFFICE r ��moomoa UBDIV. Bo- LOT' RIVER SEND LOT #44 PROJECT# 03303.044 MODEL: FAIRFIELD "PLAN 2" 6511 ELEVATION "D" GARAGE SWING: RIGHT PAGE: DOOR AND WINDOW ATTACHMENTS DETAILS 170 MPH EXPOSURE C ARCHITECT: STATE OF FLORIDA JUN 12a s PLAN 06/30/16 DATE: scAL._AS NOTED SHEET NO: DI Ya" DRYWALL NOTE: STRUCTURAL 2X MUST BE 011, OUTSIDE 4 ❑ 8" CMU SECURED THROUGH NON-STRUCTURAL 3i16" TAPCON 8" CMU ❑ y2" DRYWALL MIN. 1-Y4" EMBEDMENT INTO BLOCK, ELASTOMERIC CAULKING I"X4" OR I"X2" P.T. NAILER I"X4" OR I'X2' P.T. NAILER DOOR CASING 3/4° SUB FLOOR (3) -STUDS (IST PRESSURE TREATED) III Ix OR 2x P.T. —�` LONG TAPGON ANCHORS W/ 1 I/12" WD. BUCK 8" cmu 2X4 NAILER FOR EMBEDMENT - SEE STRUCTURAL PLANS SEE STRUCTURAL DOOR JAMB OR WINDOW ❑DRYWALL DRAFT STOP SEALANT SEPARATION AT SHEATHING UJOOD CONC.LOGK DWG5 ATTACH TO 2X PER I`X4 OR I"X2" P.T. NAILER PRE-ENG. FLR. TRUSS AND CONCRETE JUNCTURE W/ MANUFACTURER'S DETAILS. DO R CASING CAULKING BEAD DOOR CASING Ix OR 2x P.T. PLYWOOD SHEATHING Ix OR 2x P.T. DOOR JAMB OR WINDOW METAL LATH POOR JAMB OR WINDOW WD. BUCK WD. BUCK ATT CH TO 2X PER FIRE DRAFT STOP ATTACH TO 2X PER SEE STRUCTURAL SEE STRUCTURAL MA FACTURER'S DETAILS. s MANUFACTURER'S DETAILS. DWGS pWGS L _ _ _ _ _ _ _ J TYPICAL - STUCCO WOOD NOTE: '115 3 NOTES: NOTES: NOTES: GOAT STUCCO OVER PAPER BACK O O O • 5H1M AS NEEDED TO PLUMB JAMB (DO SHIM AS NEEDED TO PLUMB JAMB (DO • SHIM AS NEEDED TO PLUMB JAMB (DO GALV. MTL. LATH OVER TYVEK i L U,47ION NOT EXCEED Ya") NOT EXCEED Y4") NOT EXCEED Ya") � TYVEK (STUCCO WRAP) ALL PERIMETER • ALL WOOD NEEDS TO BE P.T. WHEN IN • ALL WOOD NEEDS TO BE P.T. WHEN IN • ALL WOOD NEEDS TO BE P.T. WHEN IN PRE-ENG FLR AND OVERLAPS MUST BE TAPED) CONTACT WITH CMU WALL OR CONIC. SLAB CONTACT WITH CMU WALL OR GONG. SLAB CONTACT WITH CMU WALL OR ONC. SLAB TRU55 PRE-ENG. FLR- RAIN BUSTER 440 SELF -ADHERED TRUSS ' TAPE OVER ELASTOMERIC CAULKING DOOR JAMB TO BLOCK +3/4 OR +5/4 DOOR JAMB TO BLOCK +1-1/2° DOOR JAMB TO BLOCK +1— 5/16 WINDOW TO BLOCK +3/4 OR +5/4 WINDOW TO BLOCK +1-1/2" WINDOW TO BLOCK +1-15 1 ' SCALE: 3/8"=I'-0" SCALE: 3/8"=I'-O' SCALE: 3/8"=1'-0" MEMBRANE FLASHING TO LAP 2X4 NAILER FOR 5/8' TYPE `X' ---,j OVER ADJ. BLOCK MIN 8' DRAFT STOP DRYWALL METAL LATH TO LAP OVER 1/2" PLYWOOD DRAFT STOP ADJ. BLOCK MIN 16' ' TRUSS (3) 12D NAILS m II END " 5/6" TYPE "X' DRYW LL AIR SEAL GASKET DRAFT STOP ELAN VI UJ ' 2X4 BRACE 22" x 30" J BOX BE WOOD CASING 4 FLASHING AT WOOD T jj�� jj�� j� GYP. BOARD, TYP. DRAFT j� �j� ��T j� JL)JLdACE �O� (I) LAYER OF GYP. BOARD ADHERED WOOD CASINGAT SIDE JURAJL' TT®P DETAIL DL®CJI1 WALL INTJILJ�SE 'SECTION TO PLYWD. SILT. (COORDINATE NTS CTT HANDELIER, DETAIL THICKNESS WITHADJAGENTGEILING) (WHERE APPLICABLE) NTS ATTIC ACCESS DETAIL NTS NTS (IF APPLICABLE) 2x FIREBLOCKING COVERED BETWEEN ENG. BALCONY TRUSSES m T.O. DBL. TOP PLATE DBL. TOP PLATE 2x FIREBLOCKING TAPCONS BETWEEN 24 42" HIGH GUARDRAIL EXTERIOR STUDS f O.G. 2x FIREBLOCKING BETWEEN ENG. TRUSSES m DROP CLG. I5LAB CONCRETE — - - FIRE BLOCKING DETAIL - I UCTU E EQUAL EQUAL EQUAL EQUAL EQUAL STRUCTURAL I STUD WALL) -° PLANS) 8CALE, N.T.S. METAL STUD EXTERIOR HIGH DROP CLG. R-20 SPRAY FOAM HATCSEE ELECTRICAL FRAMING (2) INSULATION R-VALUE TO 2X4 PARTITION PLAN FOR QUANTITY 3/8" STUCCO FINISH 3/16"X3" MEET MIN, CODE WALL STUDS m AND LOCATION) ON WIRELATN TAPCONS REQUIREMENT AS SET 24' O.C. m 24" O.G. EL. 12'-5 1/2" FORTH IN FBGR 2017 W/ METAL FINISH SECOND FLOOR COVERED STUD EL. II'-9 5/16" OL R-20 SPRAY =u FRAMING STAIR LANDING FOAM INSULATION LANAI R-VALUE TO MEET IJ° MIN. CODE REQUIREMENT AS MIN. SET FORTH IN FBCR 2017 36" HIGH CONTINUOUS j S� INSULATION GUARDRAIL 34" H. MINIMUM, 38" H. PRE-ENG SUPPORT MAXIMUM" CONTINUOUS HANDRAIL �� WOOD TRUSS SCREEN 24" O.G. MAX. ATTACHED TO 2—STORY BLOCK WALL SECTION ov INSULATION SUPPORT WALL STUDS (0 COVERED BALCONY SCREEN ATTACHED SEALED ATTIC µTZ TO PRE-ENGINEERED PARTITION WALL DETAIL WOOD TRUSS scn-e: N.T.S. NOTE: ;; PANTRY • STAIRS RISERS TO CONFORM TO FBC 2014 3/16' MAX. VARIATION IN RISERS/TREADS ADJACENT TO EACH OTHER 3/6' MAX. VARIATION IN ANY RISER/T AD HANDRAIL d CIRCULAR CROSS SECTION DIA. TO BE 1 3/4" +-1/4' OR PROVIDE E UIVALENT ii d RAIL (SEE STAIR MANUR GRASPABILITY WINDERS- MIN. 6' WIDE m NARROW END MIN. Il" WIDT m 12" FROM i 1j 1 1/2' FOR TYPE AND SIZE) NARROW END 34"H. MIN. TO 38"H. MAX. HANDRAIL HGT. ,d SCREWS D• 2x4 STUDS SEE STAIR MANUFACTURER'S SHOP DRAWINGS FOR MORE INFO AND EXACT r i d m 16" O.G. DETAILING u - WALL SPACER d u THIS RAILING SYSTEM 15 DE51GN TO RESIST A LOAD OF 50 PLF FOR A STORAGE 4 — 2x4 STUDS m CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY DIRECTI N AT THE TOP OF 1 16" O.G. d iq SUCH BARRIERS AT ANY LOCATION ON THE SAFEGUARD, WHICHEVE CONDITION �� p 2x8 BLKG. BY BUILDER 2x8 BLKG w/ 3 PRODUCES THE MAXIMUM STRESSES, FBC 5TH 6 ED. (20I4) 160-7Z.1 4 1 7b.1.1. d DRYWALL 12d NAILS EA. SND FIREBLOCKING SHALL BE INSTALLED IN CONCEALED SPACES BETWEEN STAIR d STRINGERS AT LEAST ONCE IN THE MIDDLE OF EACH RUN, AT THE 1010 AND BOTTOM AND BETWEEN STUDS ALONG AND IN LINE WITH ADJACENT RUN OF STAIRS OF THE EL 0'-0° FINISH FLOOR SLAB RUN PER FBC 20I4. SECTION R302-11.3. MATERIAL FOR FIRE BLOCKI G SHALL' — CONFORM TO FBG 2014 SECTION I - - WALLMOUNT RAIL BLOCKING DETAIL 2 1/2' X 1 3/5' BALUSTER ATTACHED USING (3) 010 PRODUCTION RAILING SYSTEM X 3 1/2' SCREWS 42' HIGH RAILING SYSTEM TO COMPLY WITH THE FLORIDA BUILDING CODE RAIL 1 3/8' x 5 1/4" RESIDENTIAL - 2014 - IN ACCORDANCE WITH SECTION - RVI 4 R312 RAIL BALUSTERS SPACED TO MAX RADIUS AT �p REJECT A 4' SPHERE PICKET NOSING 9/16" c /� FASCIA ®STAID SECTI®N 3/4"-1 1/4" Q q I I/4' X I I/4° BALUSTER ATTACHED TRIM SCALE: I/2"=1'-0" TO FASCIA AND RAILING USING A 6511 TITEBOND WOOD GLUE OR EQUIV, AND NAILED W/(2) - 2° 16S NAILS TREAD TOP AND BOTTOM. 1 1/16" X T FASCIA ATTACHED STAIR �0 t N USING MO X 1 3/4" SCREWS STRINGER DETAIL B-1 `"�I STA—i DRYWALL TREAD NOSING 5 B_1®SCAL Groairin�. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com A.B. DESIGN GROUP DRAFTING INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482-0957 OFFICE SUHDIV. & LOT: RIVERBEND LOT #44 PROJECT# 03303.044 MODEL: FAIRFIELD "PLAN 2" 6511 ELEVATION GARAGE SWING: RIGHT PAGE: DOOR AND WINDOW ATTACHMENTS DETAILS 170 MPH EXPOSURE C ARCHITECT STATE OF FLORIDA 0 a ROOF SHEATHING ( SEE STRUCT. DWG5. FOR PLYWOOD SHEATHING, NAIL SPACING AND TYPE). EMBED. STRAP (SEE STRUCT FOR TYPE, SIZE, " OF NAILS 4 DETAILS). WHEN U51NG SPRAY FOAM INSULATION PROVIDE INSULATION BAFFLE BETWEEN TRUSSES 0 BLOCK WALL PRE-ENG WD. TRUSS 24" O.C. MAX. METAL BIRDSTOP TO COMPLETELY SEAL EAVE (AT BARREL TILE ONLY) GALV. METAL DRIP EDGE Ix2 P.T. 2x8 PRE -PRIMED SPRUC SEE FASCIA (SEE STRUCT. FOR ELEV. ATTACHMENT) STUCCO SOFFIT ® UNDERSIDE OF TRUSS TAILS (ELEVATIONS A, C 4 D) NOT LESS THAN 1/2' TOTAL THICKNESS OVER FELT MTL. LATH. LAPPED NOT LESS THAN 1" 4 FAST W/ 3/8' HEAD GALV. NAILS (2 PER TRUSS MIN.) AS PER FBC R806. FORMED AND POURED ' CONCRETE SILL (SEE STRUGT. DWGS. FOR REINF.) `o Q Nlu L 2 COATS, J" THICK STUCCO Z v FINISH APPLIED DIRECTLY TO MASONRY OR STONE VENEER Q ATTACHED PER MANUF. RECOMMEND.+- — NON-STRUCTURAL METAL ROOFING OVER 030 FELT TO CONFORM W/ ASTM D 226, TYPE *2 —IX2 P.T. FIRE -STOP CLG. R-20 SPRAY FOAM `INSULATION R-VALUE TO MEET MIN. CODE REQUIREMENT AS SET FORTH IN FBCR 201-t 1_1/2' HIGH STRENGTH RIGID DRYWALL OL IST. FLR. BRG. HGT SEE ELEVATIONS BOND BEAM (SEE STRUCT. DWGS FOR SIZE AND — — RE INF.) OIL 8'-0' WDW HD. HGT. -PRECAST LINTEL (SEE STRUCT. DWGS. FOR SIZE AND REINF,) FALSE BOTTOM TRUSS WHERE APPICABLE —IX2 P.T. FIRE -STOP AT AT V-0" A.F.F. —R-4.1 FOIL INSULATION —WINDOW ATTACHMENT AS PER MANUFACTURER'S SPECIFICATIONS — 8" CMU (SEE STRUCT DWG35, FOR VERT. AND HORIZ. REINF.) — Ix2 P.T. FURRING STRIPS 6 24' O.C. — 1/2" GYP. WL. BD. — WOOD BASE —Ix2 P.T. FURRING STRIPS 0'-0' FIN. FLR o a FINISH GRADE a, QL MONOLITHIC GONG. FOOTII a (SEE STRUCT. PLANS FOR SIZE AND REINF.) a 4 N z =U � ROOF SHEATHING (SEE STRUCT. DWGS. FOR LYWOOD SHEATHING, NAILING SP CING AND TYPE). WHEN USING SPRAY FOAM INSULATION PROVIDE INSULATION BAFFLE BETWEEN TRUSSES 6 BLOCK WALL EMBED. STRAP (SEE STRUCT FOR TYPE, SIZE, * OF NAILS 4 DETAILS). PRE-ENG WD. TRU55 24" O.G. MAX. GALV. METAL DRIP EDGE Ix2 P.T. 2x8 PRE -PRIMED SPRUCE FASCIA (SEE STRUCT. FOR ATTACHMENT) STUCCO SOFFIT a UNDERSIDE OF TRUSS TAILS (ELEVATION B) NOT LESS THAN 1/2" TOTAL THICKNESS OVER FELT MTL. LATH. LAPPED NOT LESS THAN 1' 4 FAST W/ 3/8" HEAD GALV. NAILS (2 PER TRUSS MIN.) AS PER FBC R806. 2 COATS, THICK STUCCO FINISH APPLIED DIRECTLY TO MASONRY OR STONE VENEER ATTACHED PER MANUF. RECOMMEND. FINISH GRADE NOTE: PROVIDE TERMITE TREATMENT BELOW SLAB WHEN USING SPRAY FOAM INSULATION PROVIDE INSULATION BAFFLE BETWEEN —, TRUSSES a+ BLOCK WALL ROOF SHEATHING ( SEE STRUCT. DWGS. FOR PLYWOOD SHEATHING, NAIL SPACING AND TYPE). ix2 P.T.- 2x8 PRE -PRIMED SPRUCE FASCIA (SEE STRUCT. FOR SEE ATTACHMENT) ELEV. STUCCO SOFFIT m UNDERSIDE OF TRUSS TAILS NOT LESS THAN 1/2" TOTAL THICKNESS OVER FELT MTL. LATH. LAPPED NOT LESS THAN 1" 4 FAST W/ 3/6" HEAD GALV. NAILS l2 a PER TRUSS MIN.) AS PER FBC R806. 1 1—STORY BLOCK WA L SECTION SCALE: 3/4"=1'-0" (NON— IRE RATED) ROOF SHEATHING (SEE STRUCT. SEE ELEV. NON-STRUCTURAL METAL ROOFING DWGS. FOR PLYWOOD SHEATHING, OVER *30 FELT TO CONFORM W/ NAILING SPACING AND TYPE). STUCCO SOFFIT o UNDERSIDE OF ASTM D 226, TYPE *2 TRU55 TAILS (ELEVATIONS A, C 4 D) 2x4 INSULATION STOP BETWEEN NOT LESS THAN 1/2' TOTAL EACH TRUSS WITH 1" MIN SPACE THICKNESS OVER FELT MTL LATH BOND BEAM (SEE STRUCT. DWGS FOR SIZE AND REINF.) 2x4 P.T. NAILER PRECAST LINTEL (SEE STRUCT. DWCGS, FOR SIZE AND REINF.) ° 2 COATS, J" THICK STUCCO . FIN15H APPLIED DIRECTLY q TO MASONRY OR STONE VENEER ATTACHED PER MANUF. RECOMMEND. 8" CMU (SEE STRUCT DWGS. p C U FOR VERT. AND HORIZ. REINF.) z — w FINISH GRADE — IST. FLR. BRG. HGT SEE ELEVATIONS NON-STRUCTURAL METAL ROOFING OVER *30 FELT TO CONFORM W/ ASTM D 226, TYPE 02 OUTRIGGERS (SEE STRUCT. DWGS. FOR SIZE 4 ATTACHMENT) R-20 SPRAY FOAM INSULATION —R-VALUE 70 MEET MIN. CODE _ REQUIREMENT AS SET FORTH -IN FBCR 201-7 — PRE-ENG WD. TRUSS 24" O.G. MAX. J IST. FLR BRG. HGT L FALSE BOTTOM TRUSS WHERE APPICABLE 1/2' HIGH STRENGTH RIGID DRYWALL IX2 P.T. FIRE -STOP AT CLG. 4 AT V-0" A.F.F. I R-4.1 FOIL INSULATION WINDOW ATTACHMENT AS PER MANUFACTURER'S SPECIFICATIONS FORMED AND POURED CONCRETE SILL (SEE STRUCT. DWG5. FOR REINF.) Ix2 P.T. FURRING STRIPS 6 24" O.C. 1/2' GYP. WL. BD. WOOD BASE Ix2 P.T. FURRING STRIPS 0'-0" FIN, FLR. FIN a �� I— STORY BLOCK WALL SECTION SEE ELEV. ROOF SHEATHING (SEE STRUCT. DWG5. FOR PLYWOOD SHEATHING, NAILING SPACING AND TYPE). Ix2 P.T. 2x8 PRE -PRIMED SPRUCE FASCIA (SEE STRUCT. FOR ATTACHMENT) STUCCO SOFFIT 6 UNDERSIDE OF TRUSS TAILS NOT LESS THAN 1/2' TOTAL THICKNESS OVER FELT MTL. LATH. LAPPED NOT LESS THAN 1" 4 FAST W/ 3/8" HEAD GALV. NAILS (2 PER TRUSS MIN.) AS PER FBC R806. WHEN USING SPRAY FOAM INSULATION PROVIDE INSULATION BAFFLE BETWEEN TRUSSES g BLOCK WALL 2x4 P.t. NAILER 2 GOATS, �' THICK STUCCO FINISH APPLIED DIRECTLY TO MASONRY OR STONE VENEER ATTACHED PER MANUF. RECOMMEND. 8" CMU (SEE STRUCT DWGS, FOR VERT. AND HORIZ. REINF.) FINISH GRADE NOTE: PROVIDE TERMITE TREATMENT BELOW SLAB ��/ SCALE: 3/4"=1'-0' (NON —FIRE RATED) 8'-0" WDW HD. HGT. WHEN USING SPRAY FOAM BETWEEN INSULATION AND ROOF NOTE: TYPICAL WALL SECTION LAPPED NOT LESS THAN 1" 4 FAST W/ INSULATION PROVIDE SHEATHING SHOWS CONSTRUCTION METHODS. 3/8" HEAD GALV. NAILS (2 PER INSULATION BAFFLE BETWEEN DETAIL INDICATES SOFFIT TRUSSES �' BLOCK WALL EMBED. STRAP (SEE STRUCT FOR ' TRUSS MIN.) PROVIDE CONT. 3" WIDE CONSTRUCTION AND UN -INSULATED R-20 SPRAY FOAM r TYPE, SIZE, OF NAILS 4 DETAILS). SCREENED VENTS W/ WIRE MESH ATTIC INSULATION R-VALUE TO METAL 5IRD5TOP TO COMPLETELY CORROSION RESISTANT 1/8" MAX MEET MIN. CODE SEAL SAVE 'AT BARREL TILE ONLY" OPNG. ONLY WHERE INDICATED ON ED ROOF THROUGHOUT REQUIREMENT AS SET FORTH PLAN. ALL UNCONDITIONED �. ELEVATIONS. AS PER FBG R806. IN FBCR 2017 PRE-ENG WD. TRUSS 24 O.C. MAX. FLR. BRG. HGT { SEE ELEVATIONS 1/2" HIGH STRENGTH RIGID DRYWALL GALV. METAL DRIP EDGE IX2 P.T. FIRE -STOP I SEE ELEV. 6 CLG. °1 Ix2 P.T. BOND BEAM (SEE STRUCT. 2x8 PRE -PRIMED SPRUCE pWGS FOR SIZE AND REINF) FASCIA (SEE STRUCT. FOR SIZE, MATERIAL AND ATTACHMENT) STUCCO SOFFIT m UNDERSIDE OF_//_ - TRUSS TAILS NOT LESS THAN 1/2" TOTAL THICKNESS OVER FELT MTL. LATH. LAPPED NOT LE55 THAN 1" 4 FAST W/ 3/8" HEAD GALV. NAILS (2 PER TRUSS MIN.) AS PER FBC R806. �1 CANTILEVER TRUSS SECTION SEE WINDOW SCHEDULE FOR WINDOW TYPE SOLID SURFACING MATERIAL SET IN FULL BED OF CONSTRUCTION ADHESIVE SEALANT a — PERIMETER (TYP.) 1/2 IN. GYPSUM WALLBOARD I Ix2 P.T. FURRING - STRIPS m 16, O.G. SCALE: 3/4" = I'-0" I, (NON —FIRE RATED) ALUMINUM FRAME SECURE FRAME TO SILL WITH SILICONE P.t. WOOD BUCK. SEE —STRUCTURAL PLANS FORMED AND POURED CONCRETE BILL (SEE STRUCT. DUGS. FOR REINF.) \= 8' CMU (SEE STRUCT S.I. WINDOW SILL DUG5.FOR REINF.) AT EXTERIOR WALL SCALE: 3" =1'-O' a SECTION METAL STUDS 1/2" DRYWALL VENT PIPE BASE BOARS DRYER VENT BOX FINISH FLOOR CONC. SLAB ROOF SOFFIT DETAIL SCALE: 3/4"=1'-0" ELEVATION DRYER VENT BOX TYPICAL DETAIL SCALE: 1 1/2"= I'-0" CONT. METAL TRACKS, TOP 4 BOTTOM BRG. HGT. ` SEE FLOOR PLAN 1/2" HIGH STRENGTH RIGID DRYWALL METAL STUDS 24' O.C. W/ FULL LENGTH LAYER OF 1/2' GYPSUM WALLBOARD ATTACHED TO EACH SIDE 12 " O.G. NOTE: 1/2" MILDEW RESISTANT DRYWALL OR DENSHIELD OR EQUAL AT ALL TUBS AND SHOWERS SECURE BOTTOM TRACK WITH — 1" X .143 DIA. POWER ACCUATED FASTENERS WITH 3/4" WASHERS, 32' O.0 MAX AND 8" MIN FROM EACH END CONC. SLAB TRUSS TYR INT. WALL METAL STUDS NON— BRG. ) SCALE: 3/4" = I' -0" 1 G 1 ro1rtaf s n p'I"c 1 N. RONALD REAGAN BI 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 r UHDIV. 8e LOT' RIVERBEND LOT #44 PROJECT# 03303.044 MODEL: FAIRFIELD "PLAN 2" 6511 ELEVATION "D" GARAGE SWING: RIGHT PAGE: MONOLITHIC WALL SECTIONS & MISC DETAILS 170 MPH EXPOSURE C ARCHITECT: STATE OF FLORIDA All DATE: 06/30/16 SCALE: AS NOTED SHEET NO: D 2 NON-STRUCTURAL METAL ROOFING OVER 030 FELT E NON-STRUCTURAL METAL ROOFING TO CONFORM W/ ASTM D OVER 030 FELT TO CONFORM W/ ASTM 22v, TYPE 02 D 226, TYPE "2 ROOF SHEATHING (SEE STRUCT. DWCG5. FOR PLYWOOD SHEATHING, NAIL SPACING AND TYPE). R-20 SPRAY FOAM WHEN USING SPRAY FOAM INSULATION R-VALUE INSULATION PROVIDE TO MEET MIN. CODE INSULATION BAFFLE BETWEEN REQUIREMENT AS SET TRUSSES a BLOCK WALL i ~FORTH IN FBCR 2011 PRE-ENG WOOD - METAL 51RDSTOP TO TRUSS 24" O.G. MAX. COMPLETELY 2ND FLR. BRG. HGT SEAL EAVE (AT BARREL SEE ELEVATIONS TILE ONLY) U. GALV. METAL EMBED. STRAP (SEE DRIP EDGE SEE STRUCT FOR TYPE, SIZE, LEV. N OF NAILS 4 DETAILS). Ix2 P.T. FALSE BOTTOM TRUSS WHERE APPICABLE 2x8 PRE -PRIMED SPRUCE I/2" HIGH STRENGTH FASCIA (SEE STRUCT. RIGID DRYWALL FOR ATTACHMENT) IX2 P.T. FIRE -STOP aCLG. 4 a8'-O" AP BOND BEAM (SEE STRUCT. STUCCO SOFFIT a UNDERSIDE OF DWGB FOR SIZE AND REINF.) / TRUSS TAILS (ELEVATIONS A, C 4 D) R-4.1 FOIL INSULATION z NOT LE55 THAN 1/2" TOTAL THICKNESS OVER FELT MTL. LATH. PRECAST LINTEL (SEE STRUCT. LAPPED NOT LESS THAN 1" 4 FAST W/ DWG5. FOR SIZE AND REINFJ 3/5' HEAD GALV. NAILS (2 PER WINDOW ATTACHMENT AS TRUSS MIN.) AS PER FBC R806. PER MANUFACTURER'S SPECIFICATIONS FORMED AND POURED CONCRETE SILL (SEE STRUCT. DWGS. FOR REINFJ IX2 P.T. FURRING 2X4 P.T. BLKG SEE STRUCTURAL PLANS 2 COATS, }" THICK STUCCO° GYPCRETE LOPPING ON PLYWOOD SHEATHING OR� FINISH APPLIED DIRECTLY EDGE GOLD PANEL (SEE TO MASONRY OR STONE VENEER STRUCTURAL PLANS) ATTACHED PER MANUF. RECOMMEND. i TOP OF BOND BEAM SEE ELEVATIONS LEDGER (SEE STRUCT. DWGS. FOR ATTACHMENT) BONA BEAM (SEE STRUCT. EILING HEIGHT DWGS FOR SIZE AND REINFJ SEE ELEVATION I/2' HIGH STRENGTH RIGID -� DRYWALL W-0" WDW HD. HGT. IX2 P.T. FIRE -STOP R-4.1 FOIL INSULATION PRECAST LINTEL (SEE STRUCT. DWG5. FOR SIZE AND REINFJ j WINDOW ATTACHMENT AS PER MANUFACTURER'S SPECIFICATIONS 1 1/2" THICK, 2 COAT STUCCO FINISH APPLIED DIRECTLY TO MASONRY OR STONE VENEER ATTACHED PER g FORMED AND POURED MANUF. RECOMMEND. --�— CONCRETE SILL (SEE STRUCT. DWGS, FOR REINF.) Ix2 P.T. FURRING STRIPS a 24'� O.G. 8' CMU (SEE STRUCT DWGS.� FOR VERT. AND HORIZ. REINF.) W 1/2' GYP. WL. BD. w WOOD BASE U IX2 P.T. FURRING 0INIFd FIN. FLR GRAD r ° a ° MONOLITHIC CONE. FOOTING a (SEE STRUCT. PLANS FOR SIZE d e AND REINF.) e NOTE: PROVIDE TERMITE TREATMENT BELOW SLAB TUCCO SOFFIT e UNDERSIDE cJPNG. ROOF OF--. RU65 TAILS (ELEVATIONS A, G 4 D) OT LESS THAN 1/2" TOTAL HICKNESS OVER FELT MTL. LATH. APPED NOT LESS THAN 1' 4 AST W/ /8" HEAD GALV. NAILS (2 PER RUSS MIN -)PROVIDE CONT. 3" WIDE CREENED VENTS W/ WIRE MESH ORROSION RESISTANT 1/5"MAX ONLY WHERE INDICATED ON PLAN. THROUGHOUT AL LEVATION5. AS PER FBC RS 6. r4l 2X4 P.T. NAILER IST. FLR BRG. HGT WHEN USING SPRAY FOAM —1 SEE ELEVATIONS INSULATION PROVIDE INSULATION BAFFLE BETWEEN TRUSSES a BLOCK WALL SEE 8'-0' WDW FAD. HGT. ROOF SHEATHING (SEE ELEv. STRUCT. DWGS. FOR PLYWOOD SHEATHING, NAIL SPACING AND NOTE: TYPICAL WALL SECTION TYPE). I SHOWS CONSTRUCTION METHODS. ELEV. VARIES DETAIL INDICATES SOFFIT PER ELEV. SEE ELEV. CONSTRUCTION AND UN -INSULATED SHEETS FOR GABLE ATTIC HEIGHT T� T� Ix2 P.T. WHEN SING SPRA`r FOAM IINSULATION UNCONDITIONED 2x8 PRE -PRIMED SPRUCE ROO OF IT ATTACHMENT) UNS�ATDETAILtRCT. FOR INSULATION BAFFLE B TWEEN TRUSSES BLOCK WALL PRE -ENG WD. TRU55 24' O.G. MAX. METAL BIRDSTOP TO COMPLETELY SEAL EAVE 'AT BARREL TILE ONLY" GALV. METAL DRIP EDGE Ix2 P.T. SEE e ELEV. 2x8 PRE -PRIMED SPRUCE FASCIA (SEE STRUCT. FOR ATTACHMENT) STUCCO SOFFIT a UNDERSIDE OF TRUSS TAILS (ELEVATION B) NOT LESS THAN 1/2" TOTAL THICKNESS OVER FELT MTL. LATH. LAPPED NOT LESS THAN I" 4 FAST W/ 3/8' HEAD GALV, NAILS (2 PER TRUSS MIN.) AS PER FBC R806. �- 2 COATS, �" THICK STUCCO FINISH APPLIED DIRECTLY TO MASONRY OR STONE VENEER ATTACHED PER MANUF. RECOMMEND. 2ND FLOOR TRUSS SEE STRUCTURAL PLANS FOR ATTACHMENT 4 TRUSS LAYOUT / ENGINEERING FOR ADDITIONAL INFO BOND BEAM (SEE STRUCT. DWGS FOR SIZE AND REINFJ IX2 P.T. FIRE -STOP a CLG. 4 a8'-O" AF.F. 1/2" THICK, 2 COAT STUCCO FINISH APPLIED DIRECTLY TO MASONRY OR STONE VENEER ATTACHED PER MANUF. RECOMMEND. NON-STRUCTURAL METAL ROOFING OVER #30 FELT TO CONFORM W/ ASTM D 226, TYPE 02 R-20 SPRAY FOAM INSULATION R-VALUE TO MEET MIN. CODE REQUIREMENT AS SET FORTH IN FBCR ; 2011 FLR BRG. HGT SEE ELEV'S WHEN USING SPRAY FOAM INSULATION PROVIDE INSULATION BAFFLE { BETWEEN TRUSSES a BLOCK WALL 1/2" HIGH STRENGTH RIGID DRYWALL IX2 P.T. FIRE -STOP a CLG. BOND BEAM (SEE STRUCT. DWGS FOR SIZE AND REINFJ STUCCO SOFFIT a UNDERSIDE OF--J TRUSS TAILS NOT LESS THAN 1/2" TOTAL THICKNESS OVER FELT MTL. LATH. LAPPED NOT LESS THAN 1" 4 FAST W/ 3/0" HEAD GALV. NAILS (2 PER TRUSS MIN.) AS PER FBC R80rb, BOND BEAM (SEE STRUCT. - DWGS FOR SIZE AND REINF.) 2 COATS, J" THICK STUCCO FINISH APPLIED DIRECTLY t0 MASONRY OR STONE VENEER ATTACHED PER MANUF. RECOMMEND. LEDGER (SEE STRUCT. DWGS. — FOR ATTACHMENT) BOND BEAM (SEE STRUCT,- DWGS FOR SIZE AND REINFJ IX2 P.T. FIRE -STOP a CLG. 4 08'-0" A.F.F. 79 i 1/2" THICK, 2 COAT STUCCO FINISH APPLIED DIRECTLY TO MASONRY OR STONE VENEER ATTACHED PER MANUF. RECOMMEND. ROOF SHEATHING (SEE STRUCT. DWGB. FOR PLYWOOD SHEATHING, / NAILING SPACING AND TYPE). 2x4 INSULATION STOP BETWEEN EACH TRUSS WITH I" MIN SPACE BETWEEN INSULATION AND ROOF SHEATHING EMBED. STRAP (SEE STRUCT FOR TYPE, SIZE, " OF NAILS 4 DETAILS), PRE-ENG WD. TRUSS 24" O.G. MAX, METAL 51RD5TOP TO COMPLETELY 20 d) SEAL EAVE "AT BARREL TILE ONLY' `o GALV. METAL DRIP EDGE Q Ix2 P.T. a ° o ° 2x8 PRE -PRIMED SPRUCE a 9d FASCIA (BEE STRUCT. FOR SIZE, MATERIAL AND ATTACHMENT) GRADE STUCCO SOFFIT a UNDERSIDE OF TRUSS TAILS NOT LESS THAN 1/2" TOTAL THICKNESS OVER FELT MTL. LATH. LAPPED NOT LESS THAN 1" 4 FAST W/ 3/8" HEAD GALV. NAILS (2 PER TRUSS MIN.) AS PER FBC R806, NON-STRUCTURAL METAL ROOFING OVER 030 FELT TO CONFORM W/ ASTM D 226, TYPE 02 OUTRIGGERS (SEE STRUCT. DWGS. FOR ATTACHMENT) R-20 SPRAY FOAM - INSULATION R-VALUE TO MEET MIN. CODE REQUIREMENT AS SET FORTH IN FBCR 2011 PRE -ENG WOOD TRUSS 24" O.G. MAX. - �- - FALSE BOTTOM TRUSS WHERE` APPICABLE 1/2' HIGH STRENGTH RIGID DRYWALL -IX2 P.T. FIRE -STOP aCLG. 4 68'-0' AFF. -R-4,1 FOIL INSULATION PRECAST LINTEL (SEE STRUCT. DWGS. FOR SIZE AND REINF.) WINDOW ATTACHMENT AS PER MANUFACTURER'S SPECIFICATIONS FORMED AND POURED CONCRETE SILL (SEE STRUCT. DWGS. FOR RE INFJ IX2 P.T. FURRING 2X4 P.T. BLKG SEE STRUCTURAL PLANS J" GYPCRETE TOPPING ON PLYWOOD SHEATHING OR EDGE GOLD PANEL SEE STRUCTURAL PLANS TOP OF OND BEAM EE ELEVATIONS d�PEILING HEIGHT EE ELEVATIONS 1/2" HIGH STRENGTH RIGID - DRYWALL _ 8'-0' WDW HD. HGT. R-4.1 FOIL INSULATION PRECAST LINTEL (SEE STRUCT. DWGS. FOR SIZE AND REINFJ WINDOW ATTACHMENT AS PER MANUFACTURER'S SPECIFICATIONS ��- FORMED AND POURED CONCRETE BILL (SEE STRUCT. DWGS. FOR REINF.) ��W CMU (SEE STRUCT DWGS. FOR VERT. AND HORIZ. REINF.) Ix2 P.T. FURRING STRIPS a 24" O.G. �- 1/2" GYP. WL. BD. WOOD BASE Ix2 P.T. FURRING — J, 0'-00 FIN. FLR MONOLITHIC CONC. FOOTING - (SEE STRUCT. PLANS FOR SIZE AND RE INF.) 2X4 P.T. NAILER WHEN USING SPRAY FOAM INSULATION PROVIDE INSULATION BAFFLE BETWEEN TRUSSES a BLOCK WALL ROOF SHEATHING (SEE STRUCT. DWGS. FOR PLYWOOD SHEATHING, NAIL SPACING AND TYPE). ELEV. VARIES PER ELEV. SEE ELEV. SHEETS FOR GABLE HEIGHT lx2 P.T. 2x8 PRE -PRIMED EL V. SPRUCE FASCIA (SEE STRUCT. FOR ATTACHMENT) 2ND FLR. BRG, HGt SEE ELEVATIONS STUCCO SOFFIT a UNDERSIDE OF TRUSS TAILS NOT LESS THAN 1/2" TOTAL THICKNESS OVER FELT MTL. LATH. LAPPED NOT LESS THAN I" 4 FAST W/ 3/5' HEAD GALV. NAILS (2 PER TRU55 MIN.) AS PER FBC R806. BOND BEAM (SEE STRUCT. DWGS FOR SIZE AND REINF.) 2 COATS, J' THICK STUCCO - FINISH APPLIED DIRECTLY TO MASONRY OR STONE VENEER ATTACHED PER MANUF. RECOMMEND. 2ND FLOOR TRUSS SEE STRUCTURAL PLANS FOR ATTACHMENT 4 TRUSS LAYOUT / ENGINEERING FOR ADDITIONAL INFO BOND BEAM (SEE STRUCT. DWGS FOR SIZE AND REINF.) IX2 P.T. FIRE -STOP a CLG. 4 08'-0" APP. win 1/2" THICK, 2 COAT STUCCO FINISH APPLIED DIRECTLY TO MASONRY OR STONE VENEER ATTACHED PER MANUF. RECOMMEND. W z0 i� Taw \ly 1 � d a a d GRADE NOTE: PROVIDE TERMITE TREATMENT BELOW SLAB 2-STORY BLOCK WALL SECTION 5C.,4Lt: (NON -FIRE RATED) / Design Grou Inc. 1441 N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com 44 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 so UHDIV. LOT : RIVERRENDSLOT#44 PROJECT# 03303.044 MODEL: FAIRFIELD "PLAN 2" 6511 ELEVATION "D" GARAGE SWING: RIGHT PAGE: MONOLITHIC 2-STORY WALL SECTIONS 170 MPH EXPOSURE C ARCHITECT: STATE OF FLORIDA DATE: 06/30/16 2-STORY BLOCK WALL SECTION SCALE: 3/4"•I'-0" (NON -FIRE RATED) CANTILEVER TRUSS SECTION 5c4LE: 3/4"=I'-0" (NON -FIRE RATED) SCALE: AS NOTED I SHEET NO: E E LECTfRiCAL L G�NF,) SYMBOL DEFINITION NOTES EQUIPED WITH GROUND 125V OUTLET FAULT INTERUPTER / 20 AMP (TAMPER RESISTANT TYPE) EQUIPED WITH GROUND FAULT INTERUPTER IIOV OUTLET (TAMPER RESISTANT TYPE) IIOV OUTLET EQUIPED WITH GROUND 1/2 OF OUTLET FAULT INTERUPTER WIRED TO SWITCH (TAMPER RESISTANT TYPE) EQUIPED WITH GROUND IIOV OUTLET FAULT INTERUPTER (TAMPER RESISTANT GFI TYPE) IWII /Iln lWJ 220V OUTLET 4 WIRE CONNECTION EXTERIOR WATERPROOF OUTLET GROUND FAULT I4iff1 W W/ PLASTIC INTERRUPTER BUBBLE COVER SWITCH SWITCH 3-WAY OPER (�4 SWITCH 4-WAY OPER SWITCH DIMMER WALL MOUNTED LIGHT y1 ( 1 M©Vio CEILING LIGHT VAPOR PROOF LIGHT O@ RECESSED CAN O 4' MINI -RECESSED CAN VENT. FAN 1 CFM PER 6C. FT. y I CFI'f PER (l, l .Z VENT. FAN W/LIGHT SQ. FT. ��- 3 BULB LIGHT STRIP 2' LIGHT STRIP 4' LIGHT STRIP 2-5UL5WRRAP ® 4' FLUORESCENT LIGHT AROUND 2' RECESSED 2-5UL5 WRAP FLUORESCENT LIGHT AROUND SECURITY SYSTEM ® PANEL STRUCTURED GABLE © PANEL INCLUDES OUTLET E:wwi PANEL simim METER SD SMOKE DETECTOR GATT. BACK-UP W/ HARDWIRE INTERCONNECTED GATT. BACK-UP W/ SD1C0 HARDWIRE INTER - CARBON MONOXIDE/ CONNECTED SHALL SMOKE DETECTOR COMBO BE A DISTANCE OF NOT LESS THEN 4" FROM WALL TELEPHONE JACK WATER HEAT. WM DISCONNECT yG AIR COND. DISCONNECT l _ TELEVISION JACK ®5' AFF. CEILING BOX REQ. TO BE SUPPORTED IN O J-Box ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION CEILING BOX REQ.TO PROVIDE FAN BOX BE SUPPORTED IN OF W/ 3-WIRE FOR ACCORDANCE W/ BOX OPTIONAL FAN MARKED AS SUCH FOR INSPECTION PREWIRE FOR KP ALARM SYSTEM AUDIO CONTROL VOLUME CONTROL KEYPAD APB PUSH- BUTTON FOR CHIMES EXTERIOR WALL IRRIGATION TIMER AND MOUNTED WEATHER RR CONTROL BOX PROOF LOU) VOLTAGE EOX EXTERIOR WALL O THERMOSTAT MOUPROOF LOW EATHER VOLTAGE BOX EXTERIOR WALL PHONE / DATA MOUNTED WEATHER BOX OF LOW VOLTAGE BOX CHIME CHIME, VERIFY MOUNTED HEIGHT IN FIELD FLOOD LIGHT PENDANT LIGHT UNDER ----� CABINET LIGHTING VOLUME © CONTROL DROP COORDINATE SPEAKERS INSTALLATION W/ MANUFACTURER VOLUME COORDINATE CONTROL INSTALLATION W/ MANUFACTURER WALL MOUNTED TV COORDINATE ® PRE -WIRE INSTALLATION W/ MANUFACTURER COORDINATE OVER CABINET INSTALLATION LIGHTING MANUFACTURERR IF ------ ---- --I —F_ — -- --- -�_1 52 152 " 52 \ n COVERED LANAI A24 G — 84" 424 _ `A24 " TV --_ __---- A-$ LUP MA-5 --WAF _� - �- u As U A9 CASUAL Ar:� DINING Alit I AI'I / A17�� HGT AS PER ' A9 MANUF, SPEC. 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FOR — — — --— — — — — — — - —CHIME-6--------— — — — — — — COVERED WF, ENTRYIGFI / � 24 ;A24 /A24 COACH \LIGHT \1 I i A24 COACH LIGHT AI3 I � J i I A24 BATH 2 B6I � Wig KP 3UILT-IN WH > WH 15CON A6,5 x A3%41 TLAUNCPF5 �� GFI 44' A.F.F. 44"AF.F. P.B. FOR GARAGE DR. LA25—k\- OPENER WALL MOUNTED A28 LIGHT W/SWITCH ` GFI \ IN ATTIC 44" A.F.F GARAGE —CE=A25 J lU Alm CLG. - 4 L4 OUTLET FOR L GARAGE DOOR 1 AUTOMATIC GM5EIN A� DOOR OPENEAT�t ACCORDANCEOF THE 201-t F _----------------- U A24 A2 COACH - _ _ COAL LIGHT -�------- -� LIC;HT FIRS' FLOOR ELECTRICAL PPLAN SCALE: 1/4" = I'-& STUB OUT SATELLITE PRE -WIRE MA-5 WP MA-2,4 CsF,Iv' 502 + NF NEMA 3R 1CO2Dj 0 A-1,3 /co� p•l� LLI Z METER FIELD VERIFY LOCATION MA-ro SPRINKLER • ELECTRICAL CONTRACTOR SHALL VERIFY WITH MECHANICAL CONTRACTOR AL REQUIREMENTS FOR THE A/C UNIT. • SHALL VERIFY EXACT BREAKER AND WIRE SIZE PRIOR TO ORDER ANY EQUIPMENT AND NOTIFIED ENGINEER OF ANY DISCREPANCY k P evmi�csa ti G/ Design rou Inc. 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 A.B. DESIGN GROUP DRAFTING INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482-0957 OFFICE o F N 0. r wo A LU Qo F A � U33DIV. & LOT: RIVERBEND LOT #44 PROJECT# 03303.044 MODEL: FAIRFIELD "PLAN 2" 6511 ELEVATION "D" GARAGE SWING: RIGHT PAGE: FIRST FLOOR ELECTRICAL PLAN 170 MPH EXPOSURE C ARCHITECT: STATE OF FLORIDA JUN 12 DAPLANTE: 06/30/16 scALi: AS NOTED SHEET NO: LECTfRICAL LEGEND SYMBOL DEFINITION NOTES EQUIPED WITH GROUND 125V OUTLET FAULT INTERUPTER / 20 AMP (TAMPER RESISTANT TYPE) EQUIPED WITH GROUND I I 110V OUTLET FAULT INTERUPTER (TAMPER RESISTANT TYPE) 110V OUTLET EQUIPED WITH GROUND 1/2 OF OUTLET FAULT INTERUPTER WIRED TO SWITCH (TAMPER RESISTANT TYPE) EQUIPED WITH GROUND 110V OUTLET FAULT INTERUPTER GFI (TAMPER RESISTANT TYPE) WL 220V OUTLET 4 WIRE CONNECTION EXTERIOR GFI WATERPROOF OUTLET GROUND FAULT UP W/ PLASTIC INTERRUPTER BUBBLE COVER SWITCH SWITCH 3-WAY OPER. 1✓4 SWITCH 4-WAY OPER. SWITCH DIMMER WALL MOUNTED LIGHT y� ( 1 CEILING LIGHT @VP VAPOR PROOF LIGHT O RECESSED CAN O 4' MINI -RECESSED CAN VENT. FAN 1 CFM PER SQ. FT. I CFM PER (U VENT. FAN W/LIGHT SQ. FT. 3 BULB LIGHT STRIP 2' LIGHT STRIP 4' LIGHT STRIP 2-5UL5 WRAP ® 4' FLUORESCENT LIGHT AROUND 2' RECESSED 2-5UL5 WRAP FLUORESCENT LIGHT AROUND SECURITY SYSTEM ® PANEL STRUCTURED CABLE © PANEL INCLUDES 6OUTLET 0 PANEL METER SD SMOKE DETECTOR GATT. BACK-UP W/ HARDWIRE INTERCONNECTED GATT. BACK-UP W/ SD4CU HARDWIRE INTER - CARBON MONOXIDE/ CONNECTED SHALL SMOKE DETECTOR COMBO BE A DISTANCE OF NOT LESS THEN 4" FROM WALL K1 TELEPHONE JACK WATER HEAT. DISCONNECT lei�l LI-�N AIR COND. DISCONNECT. TELEVISION JACK 65' Ay-F. CEILING BOX. REQ. TO O J-BOX BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION CEILING BOX REQ.TO PROVIDE FAN BOX BE SUPPORTED IN O W/ 3-WIRE FOR ACCORDANCE W/ BOX OPTIONAL FAN MARKED AS SUCH FOR INSPECTION PREWIRE FOR KP ALARM SYSTEM AUDIO CONTROL VOLUME CONTROL KEYPAD I-OP,B, PUSH- BUTTON FOR CHIMES EXTERIOR WALL IRZ IRRIGATION TIMER ANDMOUNTED WEATHER CONTROL BOX PROOF LOW VOLTAGE BOX EXTERIOR WALL THERMOSTAT MOUNTEDWEATHER O POW VOLTAGE BOX EXTERIOR WALL PHONE /DATA MOUNTED WEATHER BOX PROOF LOW VOLTAGE BOX CHIME CHIME, VERIFY MOUNTED HEIGHT IN FIELD FLOOD LIGHT �( PENDANT jQ( LIGHT UNDER r---"� CABINET LIGHTING VOLUME ® CONTROL DROP COORDINATE ® SPEAKERS INSTALLATION W/ MANUFACTURER ® VOLUME COORDINATE CONTROL INSTALLATION W/ MANUFACTURER © WALL MOUNTED TV COORDINATE PRE -WIRE INSTALLATION W/ MANUFACTURER COORDINATE -------- OVER CABINET INSTALLATION W/ LIGHTING MANUFACTURER 82 (u52 I I COVERED LANAI A24 A24 A2i> MA-5 WP H 19 Q.fl A9 U AS AI7� All I I CASUAL DINING -�1 - I AI7 AI7L�J u��-� HGT AS PER Ae MANUF. SPEC. m FOR HOOD MASTER I 1") I SUITE I ��✓ ——''���� \ 52 I I AI9 �AI5 A15���` I GREAT -ROOM_.-`- I M I I I \ I A15 L I Ali 84I 1 \ \ I 82 OUTLET- FOR DIE L- — — — — — Art 54(rb 52 GFI ASTER 84 BATH v \ 4 Im ------ -� -� I J — — �—A29 A15 � , �5 \' m I OVB . L ' 1 /Co AI9 A29 WALL CHIMES MOUNTED AFC I S.D. 84 W.I.C. 54 84 I I u --\ --1 Y7 I PWDR o 1 AI3 I 0 I i AI3`` -fi-r I FOYER 'I I I I 11 - I �A13 I ' �ffm*4 'wom ' ROOM rs - �r�� I<r� II��I I I �\D)A27 I A27 HALLi J I i A27 A21 / �- GF WALL LOU �AAS25 44"AF F. IGHTtED ,/ P.B. FOR W/SWITCH � GARAGE IN ATTIC OPENER A25 A22 CLG. OUTLET FOR GARAGE DOOR GA��RAGE -1C 2 All OUTLET FOR D.W. %Alt ISP 8WITCI- F�D" I NSTALLED I� INSIDE CAB. I A17�`J II COOKTOP W/ HOOD I I AIM ABV. Al KITCHEN L-----------------J. -- A Fl24 9PB. FOR -----__- CHIMES — — — — — - - - - - - ;OVERED ENTRY "\� �,424 A24 COACH LIGHT i I I i ToCOACH LIGHT ,4131 BATH 2 A29NV �. Bro SDI JS8 \ Bro 86 \ A13 1121111121 0 LAUNCH A rp G 44"A.5.F. 44"A.5.F FOR iP.B. CsARACsE DR. LA25— OPENER \ WALL MOUNTED LIGHT W/SWITCH IN ATTIC \ \ GARAGE z4 ' - —E:=AzS (L- -J UI I A20 CLG. Q [Q (� OUTLET FOR (L GARAGE DOOR METER FIELD VERIFY LOCATION A26 MA-6 AT4T SPRINKLER — — — — — — — — — — A24 — — — — — — — — — A24 COACH\-' ----__-_-- "�--� COACH LIGHT LIGHT ]FIRST FLOOR ']LSECTRICA]L PLAN SCALE: 1/4" = I'-O" • ELECTRICAL CONTRACTOR SHALL VERIFY WITH MECHANICAL CONTRACTOR AL REQUIREMENTS FOR THE A/C UNIT. • SHALL VERIFY EXACT BREAKER AND WIRE SIZE PRIOR TO ORDER ANY EQUIPMENT AND NOTIFIED ENGINEER OF ANY DISCREPANCY DesiP Gr®U lnnc 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com 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 UHDIV. 8c LOT: RIVERBEND LOT #44 PROJECT# 03303.044 MODEL: FAIRFIELD "PLAN 2" 6511 ELEVATION "D" GARAGE SWING: RIGHT PAGE: FIRST FLOOR ELECTRICAL PLAN 170 MPH EXPOSURE C ARCHITECT: STATE OF FLORIDA 1-UAN. 06/30/16 ]SATE: SCALE: AS NO ED SHEET NO ELECT f CAL L N SYMBOL DEF= NITION NOTES EQUIPED WITH GROUND 125V OUTLET FAULT INTERUPTER / 20 AMP (TAMPER RESISTANT TYPE) EQUIPED WITH GROUND 110V OUTLET FAULT INTERUPTER (TAMPER RESISTANT TYPE) 110V OUTLET EQUIPED WITH GROUND 1/2 OF OUTLET FAULT INTERUPTER WIRED To SWITCH (TAMPER RESISTANT TYPE) EQUIPED WITH GROUND FAULTINTERUPTER 110V OUTLET (TAMPER RESISTANT GPI TYPE) J/ 6 220V OUTLET 4 WIRE CONNECTION EXTERIOR WATERPROOF OUTLET GROUND FAULT GFI UP W/ PLASTIC INTERRUPTER BUBBLE COVER SWITCH SWITCH 3-WAY OPER. 1 SWITCH 4-WAY OPER SWITCH DIMMER WALL MOUNTED LIGHT y4 ( ) CEILING LIGHT O� VAPOR PROOF LIGHT O RECESSED CAN 0 4' MINI -RECESSED CAN VENT. FAN I GFM PER SQ. FT. y� I CFM PER R 7 % VENT. FAN W/LIGHT SQ. FT. L 3 BULB LIGHT STRIP 6 2' LIGHT STRIP 4' LIGHT STRIP p�66-a-p- 2-5UL5 WRAP ® 4' FLUORESCENT LIGHT AROUND V RECESSED 2-15UL5 WRAP FLUORESCENT LIGHT AROUND SECURITY SYSTEM ® PANEL I STRUCTURED CABLE 6OUTLET PANEL INCLUDES 0 PANEL willim METER SD SMOKE DETECTOR GATT. BACK-UP W/ HARDWIRE INTERCONNECTED BATT. BACK-UP W/ SD/CO HARDWIRE INTER - CARBON MONOXIDE/ CONNECTED SHALL SMOKE DETECTOR COMBO BE A DISTANCE OF NOT LE55 THEN 4' FROM WALL Ia TELEPHONE JACK WATER HEAT. W/N DISCONNECT A/G AIR. COND. DISCONNECT iv TELEVISION JACK ®5' AFR CEILING BOX REQ. TO O J-BOX BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION CEILING BOX REQ.TO PROVIDE FAN BOX BE SUPPORTED IN O W/ 3-WIRE FOR ACCORDANCE W/ BOX OPTIONAL FAN MARKED AS SUCH FOR INSPECTION PREWIRE FOR KP ALARM SYSTEM AK AUDIO CONTROL VOLUME CONTROL KEYPAD --❑P.B PUSH- BUTTON FOR CHfMES EXTERIOR WALL IRRIGATION TIMER AND MOUNTED WEATHER IRR CONTROL BOX PROOF LOU) VOLTAGE BOX EXTERIOR WALL O THERMOSTAT MOUNTED ER PROOF LOW VOLTAGE BOX EXTERIOR WALL PHONE / DATA MOUNTED WEATHER BOX PROLOW VOLTAGE BOX CHIME CHIME, VERIFY MOUNTED HEIGHT IN FIELD FLOOD j�� LIGHT PENDANT L IGHT UNDER �'---'� CABINET LIGHTING VOLUME © CONTROL DROP COORDINATE ® SPEAKERS INSTALLATION MANUFACTURER ® VOLUME COORDINATE CONTROL INSTALLATION W/ MANUFACTURER WALL MOUNTED TV INATE PRE -WIRE INSTALLATION W/ MANUFACTURER COORDINATE -------- OVER CABINET INSTALLATION LIGHTING MANUFACTURER I i I I I I I I I I I I I I I I I I I I I L-- i I1 \ BEDROOM #2 �\ BI \ A29O BI 0 rW.I["11V'A. --------------------------------1 I I I I I I I I I I I I I BI1 B11 i BONUS ROOM ' BII 53 ri I 3 BEDROOM #3 ,� B1 53 F Q I � I 511 A29 /y;Y O , ,153 CAI I Carl ,�`�� L FI BATH 4 W�`L Bll Bll --- OUNtE LICa �t W/ SWITCH IN Be -- --� 1 85 55 AttIC--��BS BS `� BS``JL,�® 429. A29® Cl J --� HALL A2S-- SD� S.D./CO BJ S/CO 4 /G A40,42 B 10 5LUITCH B� Brt \ (B L W / pISCONN \ � B5 a-- 55 FLOOR Bt BEDROOM 4------- + \ OUTLET I 0 W.I.C. I \ B� 55 LOFT 51 I I I I I I I I I I I I I I - - - - - - - - - - - - - - - - - - - - - J 57 5-1 - ---- ----- ----- \ice �C WP GFIOVERED B� B9 F BA t'i9 / B9 B9 I B3 II BATH 3 -� BP 3� Tv = I � BS zr W/ OPT. TECH / ONLY / BS TO SWITCH I (BELOW) I :Z�wym, r I I "1 I I I I I I r I I I I I I II II I I I I L- - - - - - - - SECOND FLOOR, ELECTRICAL PLAN SCALE: 1/4" = I'-V OF Design Group -Inc. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com A.B. DESIGN GROUP DRAFTING INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482-0957 OFFICE SUBDIV. & LOT: RIVERBEND LOT #44 PROJECT# 03303.044 MODEL: FAIRFIELD "PLAN 2" 6511 ELEVATION "D" GARAGE SWING: RIGHT PAGE: SECOND FLOOR ELECTRICAL PLAN 170 MPH EXPOSURE C ARCHITECT STATE OF FLORIDA VAR 2 06/30/16 SCALE: AS NOTED SHEET NO: LCTICAL NOTES I. THE ENTIRE INSTALLATION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE (NEC) NFPA-10, THE LATEST EDITIONS OF ALL LOCAL CODES, RULES AND ORDINANCES HAVING JURISDICTION AND FBCR 2014, 5TH EDITION ELECTRICAL PROVISIONS. 2. ALL EQUIPMENT, DEVICES AND ELECTRICAL EQUIPMENT MUST BE APPROVED BY UNDERWRITERS LABORATORY (U.L.), OR ANY NATIONAL RECOGNIZED TESTING AGENCY. 3. IT 15 NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION. THE CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FORA COMPLETE ELECTRICAL SYSTEM AND PROVIDE ALL REQUIREMENTS NECESSARY FOR EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER. 4. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED THERE BY. 5. ALL REQUIRED INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK &. A. ALL CONDUCTORS SHALL BE COPPER TYPE THWN OR AN ALUMINUM EQUAL ALTERNATIVE EXCEPT AS OTHERWISE NOTED. B. MINIMUM WIRE SIZE SHALL BE #14 A.W.G. UNLESS OTHERWISE NOTED. C. LOAD CENTERS AND PANELBOARDS: a. CURRENT CARRYING BUSES SHALL BE COPPER GROUND BUS BARS SHALL BE COPPER b. ALL CIRCUIT BREAKERS INSTALLED IN PANELBOARDS SHALL BE BOLT -ON. c. ALL CIRCUIT BREAKERS INSTALLED IN LOAD CENTERS SHALL BE PLUG-IN. d. ALL 120-VOLT, SINGLE-PHASE, 15- AND 20-AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNITS FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUN ROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED ARC -FAULT CIRCUIT INTERRUPTER, COMBINATION -TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT, e. ALL GIRGUIT BREAKER5 FEEDING MECHANICAL EQUIPMENT SHALL BE HAGR TYPE CIRCUIT BREAKERS. F. A.LG. RATINGS SHALL BE AS INDICATED ON PANELBOARD SCHEDULES. 7. WIRING METHODS: A. SCHEDULE 40 PVC CONDUIT, WITH FITTINGS AND COUPLINGS APPROPRIATE FOR THE USE, SHALL BE INSTALLED UNDERGROUND OR BELOW SLABS ON GRADE. B. ELECTRICAL NONMETALLIC TUBING (EMT), WITH FITTINGS AND COUPLINGS APPROPRIATE FOR THE USE IS ACCEPTABLE FOR USE WITH INTERIOR BRANCH CIRCUIT WIRING CONGEALED IN WALLS OR ABOVE SUSPENDED CEILING AND AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. C. TYPE MC (METAL CLAD) CABLE WITH ALUMINUM ARMOR AND INTERNAL GROUND 15 ACCEPTABLE FOR USE AS GENERAL BRANCH CIRCUIT WIRING FOR CIRCUITS 20 AMPS OR LESS AND CONCEALED IN WALLS OR ABOVE SUSPENDED CEILING AND AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. D. TYPE NM (NONMETALLIC 5HEATH) CABLE WITH INTERNAL GROUND IS ACCEPTABLE FOR USE AS GENERAL BRANCH CIRCUIT WIRING FOR CIRCUITS AND CONCEALED IN WALLS OR ABOVE CEILING AND AS APPROVED BY THE AUTHORITY HAVING JURISDICTION 8. CONTRACTOR SHALL COORDINATE WITH ELECTRICAL, TELEPHONE AND CABLE UTILITY COMPANY REPRESENTATIVE, SERVICE ENTRANCE LOCATION AND ANY OTHER REQUIREMENT. 9. SERVICE ENTRANCE ELECTRICAL EQUIPMENT SHALL BE AS SPECIFIED ON PLANS. ALL OTHER DEVICES DOWNSTREAM OF MAIN BREAKER TO BE 12K AIC, RATED UNLESS OTHERWISE NOTED, 10. BEFORE ANY ELECTRICAL EQUIPMENT INSTALLATION, CONTRACTOR SHALL FIELD VERIFY THE SIZE OF THE FEEDERS AND OVER CURRENT PROTECTION DEVICES WITH MANUFACTURER'S EQUIPMENT SPECIFICATION. 11, PROVIDE DISCONNECT SWITCHES FOR A/C EQUIPMENT AND PUMPS PER MANUFACTURER'S RECOMMENDATIONS. 12. PROVIDE GROUND FAULT CIRCUIT INTERRUPTER PROTECTION (GFI) AS PER NEC. 210-8(a). THIS SHALL INCLUDE BATHROOMS, GARAGES, OUTDOOR RECEPTACLES, KITCHEN5 AND AT WET BAR SINK ARE, AS APPLICABLE, 13, PROVIDE COMBINATION TYPE ARC FAULT PROTECTION CIRCUIT BREAKER (AFCI) FOR OUTLETS INSTALLED IN ALL DWELLING UNITS ROOMS, EXCEPT FOR KITCHEN5, BATHROOM, GARAGE, UNFINISHED BASEMENTS AND ROOMS OR AREAS NOT SPECIFIED IN SECTION 210-12. PROVIDE DEDICATED NEUTRAL WIRE FOR EACH ARC FAULT CIRCUIT BREAKER 14. PROVIDE PRE -WIRED TELEPHONE AND CABLE TV OUTLETS AS SHOWN ON PLAN OR AS IDENTIFIED ON OPTIONS SHEETS. 15. SMOKE DETECTOR5 SHALL HAVE A SELF CONTAINED BATTERY BACK UP AND BE CONNECTED TO LIGHTING CIRCUIT AHEAD OF SWITCHES, ALL SMOKE DETECTORS WITHIN THE HOUSE SHALL BE INTERCONNECTED FOR SIMULTANEOUS OPERATION, AND SHALL BE ON AN ARC FAULT CIRCUIT INTERRUPTER. SIVGLE STATION 5MOKE DETECTORS SHALL BE INSTALLED MIN 3' FROM ANY A/C REGISTER, BATHROOM OR KITCHEN DOORS. CONTRACTOR SHALL VERFY IN FIELD 16. HYDROMASSAGE BATHTUBS SHALL BE INSTALLED AS PER NEC 680 a. ACCESSIBILITY SHALL BE PROVIDED AS PER NEC &80-13 b. ALL METAL PIPE SYSTEM, METAL PARTS OF ELECTRICAL- EQUIPMENT, AND PUMP MOTORS ASSOCIATED WITH THE HYDROMASSAGE TUB SHALL BE BONDED TOGETHER USING A COPPER BONDING JUMPER, INSULATED, COVERED OR BARE, NO SMALLER THAN # SOLID AS PER NEC &86-14 11, ELECTRICAL DEVICES SHALL BE MOUNTED AS NOTED BELOW, UNLE55 SPECIFICALLY NOTED OTHERWISE: a. GENERAL PURPOSE RECEPTACLES: 10" AFF TO BOTTOM OF FIXTURE b. LIGHT SWITCH: 44" AFF TO BOTTOM OF FIXTURE 15. LIGHTS LOCATED ABOVE SHOWER OR BATH TUB SHALL BE SUITABLE FOR WET LOCATION (SHOWER TRIM). 19. ALL RECEPTACLES SHALL BE TAMPER RESISTANCE. 20. A MINIMUM OF 15% OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH -EFFICIENCY LAMPS OR A MINIMUM OF 15% OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH EFFICACY LAMPS. EXCEPTION: LOW -VOLTAGE LIGHTING SHALL NOT BE REQUIRED TO UTILIZE NIGH -EFFICIENCY LAMPS, 21. RECESSED LIGHTING TO BE AIR TIGHT AND IC RATED. F5CR-R402.4.5. FAULT CURRENT CALCULATION FPL TRANSFORMER 100 KVA Fla (100 KVA) = 411 A a 24OV,1e: I LET THRU = 411/Z(I.&) = 42,1T9A IT 15: #1 NUMBER OF CONDUCTORS PER PHASE: 2 CONDUCTOR LENGTH 'L': 40' CONDUCTOR C VALUE: 7,493 F- 2 x L x 1 — 2x40x42119 = 1.9023 1,493 x 240 C x EL-L M = I - 1 = 0.3445 1 + F I + LIB023 ISCA= AVAILABLE FROM UTILITY x M = 42,179 x 0.3445 = 14,139 AMPS USE 22K, A.I.C. RATED AT THE SERVICE USE 10K, A.I.C. RATED AT PANELS GARAGE OUTSIDE WALL 300 AMP METER COMBINATION OI 3#4/0 Cu, THWN O3 3#1 Cu, THWIN 120/240, IPH, 3W, NEMA 3R +l#e Cu CG) IN 2" CONDUIT +10& Cu (G) IN 2" CONDUIT NEI`114 3R OR 30350 AL, THWN OR 301/0 AL, THWN PANEL PANEL +104 Cu (G) IN 2 1/2" CONDUIT +1% Cu (G) IN 2" CONDUIT A •A •A M O O3#12 THWN IN I/2" CONDUIT I 2 Cu, 200A 106A MAIN MAIN M.L.O. M.L.O. BREAKER BREAKER CABLE / Tv B A R OX OI NEMA 3R DATA LLWEATHER BOX INTERSYSTEM BONDING SPRINKLER TERMINAL AR LOW VOLTAGE GROUND LINE CONNECTIONS EXTERIOR GFI RECEP. #4 CU TO G.W.P. WHEN 4 METALLIC WATER PIPING 15 126/240 V. UNDERGROUND USED ELECTRICAL SERVICE FROM UTILITY COMPANY #4 CU CONTINUOUS GROUND. (MIN.) TO CLAMP TO FOOTING STEEL 3/4' OXIO'-O' COPPER CLAD W/ APPROVED DIRECT GROUND RODS DRIVEN INTO BURIAL CLAMP GROUND ELECTRICAL RI�R NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVI6IONN5 OF THE NATIONAL ELEC, GODS, FBCR 2014, 5TH EDITION ELECTRICAL PROVISIONS, LOCAL CODES, AND THE LOCAL POWER CO. WP Panel MAIN -A PANEL: 8/16 wp crt. breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 200 Amp M.C.B FEEDER: 3- #4/0 Cu THWN & 1- #6 Cu (G) in 2" C. OR 3- #350 AL THWN & 1- #4 Cu (G) in 2-1/2" C. Wire Pole Bkr Description Watts Circuit Circuit Watts Description Bkr Pole Wire A/C CU-1 6888 1 2 4992 A/C CU-2 #6 2 50 4 30 2 #10 3 #12 1 20 Exterior Receptacle 1200 5 6 1000 Sprinkler 20 1 #12 Space 7 8 Space PANEL - A PANEL: 42 crt. breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 200 Amp M.L.O FEEDER: 3-#4/0 Cu THWN & 1-#6 Cu (G) in 2" C. OR 3- #350 AL THWN & 1- #4 Cu (G) in 2-1/2" C. wire 1 Noie 1 tSKr I vescnpciun vveiw 1..�.,. #12 1 1 1 20 1 Small Appliances 71 1500 r 1 #12 1 1.20 Microwave GFI AFCI 1800 r 3 912 1 1 1 20 1 Small Appliances 1500 r 5 #12 1 20 Dining / Casual Dining Recep. P #12 1 20 Bath GFI Receptacles #14 1 15 Din. Lts / Foyer/ Hall #1 / Pan. #14 1 15 Great Room Lights AFCI #14 1 15 Kitchen Lights / Cas. Din. AFCI #12 1 20 Great Room Receptacles AFCI #12 1 20 Laundry and Bulk Room AFCI #12 1 20 Hood Fan GFI AFCI #12 1 20 Garage Lights & Receptacles #12 1 20 Hall #2 1st Floor / PWCR AFCI #14 1 15 SO & S/CO AFCI #6 2 50 Double Electric Oven #6 2 50 A/C AHU-1 (Heater 10 KVA at 65%) Load subject to demand factor calculations / line Demand Factor Calculations: Total load subject to demand factor First 10000 watts at 100% Remaining watts at 40% Total A/C load Future Growth = 10% Total Connected Load Watts Total Amps (watts / 240 wits) 1000 1000 1000 1200 1200 1200 1500 1000 1000 9000 7566 N. 29000 59900 10000 19960 12090 4205 46255 192.7 9 11 13 15 17 19 21 23 El In 16 18 20 22 24 26 29 30 31 32 33 34 35 36 37 38 39 40 41 42 12000 Cooktop 4500 lWater H 1500 Washer GFI AFCI 1000 Garage #1 Door 0 1000 Garage #2 Door 0 1200 Exterior Lighting 1000 AT & T GFI Recel Space Space GFI GFI 4524 A/C AHU-2 N.C. (Heater 10 KVA at 65%) 30900 Load subie( 20 20 30 20 20 20 20 20 oie 2 2 1 1 1 1 1 1 30 1 2 to demand factor calculations / line ABBREVIATIONS: AFCI: ARC FAULT CIRCUIT INTERRUPTER NC: NON -COINCIDENT LOAD GFI: GROUND FAULT INTERRUPTER #4 #10 #12 #12 #12 #12 #12 #10 LOAD CALCULATION IS BASED ON A/C NON -COINCIDENT LOAD PANEL - B PANEL: 42 crt. breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 100 Amp M.L.O FEEDER: 3- #1 Cu THWN & 1- #6 Cu (G) in 2" C. OR 3- #1 /0 AL THWN & 1- #6 Cu (G) in 2" C. Wire Pole I Bkr Description #14 1 15 Bed #2 / Bath #2 AFCI #14 1 15 Bedroom #3 AFCI #14 1 15 Bedroom #4 AFCI / W.I.C. #14 1 15 Loft AFCI Space #14 1 15 1 Bonus Room AFCI Space Space Space Load subject to demand factor calculations / line Demand Factor Calculations: Total load subject to demand factor First 10000 watts at 100% Remaining watts at 40% Future Growth = 10% Total Connected Load Watts Total Amos (watts / 240 volts) Watts Circuit 1000 1 1000 3 1000 5 1000 7 9 1000 11 13 15 17 19 21 23 PRI 5000 4 810 Circuit Watts Description 2 1000 Master Bedroom AFCI 4 1000 Master Bathroom AFCl/W.I.C. 6 1000 Bed #5 / Bath #4 AFCI 8 1000 Hall #3 2nd Floor AFCI 10 12 14 16 18 20 1 9 ill 9 ro E E E Bkr Pole Wire 15 1 #14 15 1 #14 15 1 #14 15 1 #14 1 4000 1 Load subject to demand factor calculations / line I ABBREVIATIONS: AFCI: ARC FAULT CIRCUIT INTERRUPTER NC: NON -COINCIDENT LOAD GFI: GROUND FAULT INTERRUPTER 10560 LOAD CALCULATION IS BASED ON A/C NON -COINCIDENT LOAD 44.0 General Lighting & Receptacle Load Total A/C Square Feet 4126 General Lts & Rec 3 W / Sq. Ft. 12378 Hi -Hats 52 at §5Wtig ht at 100% 3380 Total General Lights & Rec (Wattg) 15758 Ckts# atts/c Total watts General Lts & Rec Panel A 1 131 7161 9312 General Lts & Rec Panel B 1 91 7161 8446� /Design D p-Inc. 1441 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, FL 33442 (954)482-0957 OFFICE (954)708-2468 FAX SUBDIV. 8c LOT: RIVERBEND LOT #44 PROJECT# 03303.044 MODEL: FAIRFIELD "PLAN 2" 6511 ELEVATION "D" GARAGE SWING: RIGHT PAGE: ELECTRICAL PANEL AND RISER 170 MPH EXPOSURE C ARCHITECT: STATE OF FLORIDA D�TE: 06/30/16 SCALE: AS NOTED I SHEET NO: Ego I PLUMBING LEGEND WASTE A/C LINES FROM UNIT TO CONDENSER WILL BE RUN OVERHEAD FIXTURE WATER LAVATORY 1/2" HOT- 1/2" COLD TU5 SHOWER 1/2" 1/2" HOT- HOT- 1/2" 1/2" COLD COLD WASHER 1/2' HOT- 1/2" COLD KITCHEN SINK 1/2" HOT- 1/2" COLD WATER CLOSET 1/2" COLD REF. 1/2" COLD H.B. 1/2" COLD NOTE: THE INSTALLATION OF FIXTURES SHALL CONFORM WITH F5C (R) P2705.1 NOTE: SANITARY 2" OR LESS I/4" / FOOT SLOPE OVER 2" 1/5" / FOOT SLOPE PITCH TO BE UNIFORM THROUGHOUT STRAIGHT RUNS MATERIALS: A. COLD WATER PIPING DOWNSTREAM OF WATER METER SHALL 5E PVC OUTSIDE OF BUILDING AND 5ELOW GROUND, PEX INSIDE OF BUILDING 5. SANITARY WASTE SHALL 5E P.V.0 SCH, 40 C. CONDENSATE DRAIN PIPE SHALL 5E SCH. 40, PVC PIPE AND FITTINGS D. WATER RELIEF AND DRAIN LINE SHALL 5E TYPE CPVC OR COPPER MIN, 3/4' DIA. PLUMBING SCHEDULE NO. DESCRIPITION WASTE WATER REMARKS (GPM) COLD HOT WC WATER CLOSET 3" 1/2" — 1.28 GALLONS PER FLUSHING CYCLE LAV. LAVATORY 1 1/4" 1/2" 1/2, 1.5 GPM o (00 PSI TU5/ SHWR TU5 / SHOWER (2) 1 1/2" 1/2" 1/2, 1.5 GPM g 60 PSI G.T. GARDEN TU5 (1) 1 1/2" 1/2" 1/2" 1.5 GPM ® 60 PSI SHWR SHOWER (1) 2" 1/2" 1/2" 15 GPM 6 60 PSI SINK KITCHEN SINK (2) 2" 1/2" 1/2" 15 GPM m 60 PSI W CLOTHES WASHER (2 2" 1/2" 1/2" WATER FACTOR OF 8 OR LOWER (ENERGY STAR / WATER SENSE CERTIFIED) DW DISH WASHER (2) 1" 1W — 1/2" GALLONS PER CYCLE OR LESS (ENERGY STAR / WATER SENSE CERTIFIED) (ENERGY REF. REFRIGERATOR (2) — 1/2" — UNDER COUNTER AS SELECTED 5Y OWNER (1) PROVIDE ANTI -SCALD VALVE. (2) PROVIDE MECH SHOCK A55OR5ER TO EACH SUPPLY FIXTURE SANITARY PITCH FIXTURE UNITS z D5L. KIT SINK 1 1/2' 1/4" 4 W/ DISP. ¢ DW. SUB TOTAL = 4 p FIXTURE SANITARY PITCH FIXTURE UNITS WASHER 3" I/S" 2 D a SUB TOTAL = 2 FIXTURE SANITARY PITCH FIXTURE UNITS � LAVATORY 11/4" 1/4" 1 WATER CLOSET 3" 1/8" 3 TU5/SHWR 11/2" 1/4' 2 SUB TOTAL = 6 FIXTURE SANITARY PITCH FIXTURE UNITS LAVATORY 11/4" 1/4" 1 H LAVATORY 11/4" 1/4" 1 WATER CLOSET 3" 1/8" 3 TU5 11/2' 1/4" 2 SUB TOTAL = 1 FIXTURE SANITARY PITCH FIXTURE UNITS LAVATORY 11/4" 1/4' 1 W WATER CLOSET 3" 1/8, 3 TUB/SHWR 11/211 1/4" 2 SUB TOTAL = 6 FIXTURE SANITARY PITCH FIXTURE UNITS ka LAVATORY 11/4" 1/4' 1 WATER CLOSET 3" 1/8' 3 TU5/SHWR 11/2" I/4" 2 SUB TOTAL = 6 FIXTURE SANITARY PITCH FIXTURE UNITS x LAVATORY 11/4" 1/4' 1 c LAVATORY 11/4" 1/4' 1 TER CLOSET 3" 1/8" 3 h 5WOWER 11/2" 1/4" 2 I1/2" 1/4" 2 SiJ13 TOTAL = S TOTAL = 40 H5 �F'I RST DRAINAGE PLAN SCALE: 1/4" = 1'-0" -'\ COND. / COND. 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com A.B. DESIGN GROUP DRAFTING INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482-0957 OFFICE rU13DI 8c LOT: RIVERBEND LOT #44 PROJECT# 03303.044 MODEL: FAIRFIELD "PLAN 2" 6511 ELEVATION "D" GARAGE SWING: RIGHT PAGE: FIRST FLOOR PLUMBING PLAN 170 MPH EXPOSURE C ARCHITECT: STATE OF FLORIDA JAMS NTWELL R 12079 PLAJ 06/30/I6 DA SCALE: AS NOTED SHEET NO: BEDRM. 3" ��vTR 1 1/2" TUT/ SIHUIR 2" WC LA n M. BATH 1 1/2" N LAv LAv 1+ 2" LAUND. v I WASHER N'' I � 1./ �L" � o N.T.S. 3 2"ALY Vj WG -31 2" 3 VTR DN LAV. AAv DL BEDRM. 3 N LAv KIT. 211 J 2„ 211 3" 6 �2" SHO 2 WAY G.O. 4" SANITARY SEWER. SEE CIVIL DWGS FOR 11110MI MEMO ------------------------------------------- I I I I I I , � I I I I , I , I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L- - - - - - - - - - - - - - = - - - - - - - - - - - - - L SECOND FLOOR DRAINAGE PLAN SCALE: 1/4" = I'-O" OF Design Group inc. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com A.B. DESIGN GROUP DRAFTING INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482-0957 OFFICE rU13DIV. & LOT: RIVERBEND LOT #44 FPROJECT,# 03303.044 MODEL: FAIRFIELD "PLAN 2" 6511 ELEVATION '"D" GARAGE SWING: RIGHT PAGE: SECOND FLOOR PLUMBING PLAN 170 MPH EXPOSURE C ARCHITECT: STATE OF FLORIDA 06/30/16 ' SCALE: AS NOTED ' SHEET NO: Brand: Description: CARRIER AIR CONDITIONING Air Source Heat Pump CARRIER AIR CONDITIONING Type: H@Mlna system Air Efficiency: 8.2 HSPF Air Source Heat Pump 14 SEER Model: Source Heat Pump CH14NBO48*0**A* Sound: 0 0 Indoor Model: Capacity: Sensible Capacity: 41,000 Btuh n/a 40,000 Btuh Brand: Description: CARRIER AIR CONDITIONING Latent Capacity: n/a 30,000 Btuh Efficiency: Air Source Heat Pump &5 HSPF AHRI Reference No,: n/a 10,000 Btuh Sound: 0 9162731 Capacity: 44,500 Btuh Sensible Capacity: n/a Latent Capacity: n/a AHRI Reference No,: n/a _j3'EMRmqQ_M2 . //n11rjzA g RAT H I'-X- 14 BEDROOM 4 1 IZW21- W.I.C. 4.� I COMPLY WH 1111 BIVIP CLIP 2X4 GALV. CLIPS FLA PRODUCT APIPN FL14239 CIIJ MOUMO DETAJL NX% 0 151", BONUS ROOM &_\,(.1c 011C b '7/ /Z CT_ COVERED .BALCONY BATH 3 .11 _"4 i -------- - F C .1w ;I Systern Air S� Jrce Heat Pump CH14 IB048'0"A' FX41 l(B,F)061L CARP, IER AIR CONDITIONING Air Sq' wce Heat Pump 16S R 10 1 147 135 00 Btuh 26' Btuh It 1,75 Btuh 4_� f-1 PROVIDED 4PNZWdbM CLAARACE ON ALL SIDES OF AHU CLOSET INT DIM TO BE 12" WIDER TH"AHU AAIIBXM1305.1.1 llll CASUAL COVERED COINING .!LANA! 4w '7- 1 1 I Ze_> 7- MASTER 1Z A CE x :3 4,o SUITE _CxR_F, 0M -- ---- -------- 0 HEDWOK 5 --q -- ------- - -7 I CHE A—W-4 al W. ov W1 17� 2 -5 i -� I--�- - ---------------- - - ............ LUH 02 4- �zq I 0 2 UP ?✓ ANT 6. I APDEN L TUB 21-51, 1_61 -LAUNCH Ad.14&1- ENTRY -7 Cr r MA, � I Si BATER wz' --- .......... PO ER MINI G k Br L - - - - to w GARAGE #1 L- - - - BULK Room F 11 w I JLa, 1E] -COVERED MIRY FIRST F)MOR PER 2014 GAS CODE 304.6.2 ONE PERMANENT OPENING METH OD OUTSIDE AIR CALCULATION FOR GAS DRYER I SQUARE INCH PER 3000 BTUH DRYER OUTPUT= 22,000 BTUH 22, 000 8 TUH / 300 BTUH Z33 SQUARE INCHES = 4#'DUCT (IZ56 SQUARE INCHES .... .. .... E It )?4t AIR CON:TIONTNG MEC,Ai ICAL, Inc. CAC4817665 11 ''1 1643 DO NA,R OAD WPB, FL. 33409 56 8 9 — 1 0 9 3 831 S. KINGS HWY FT. PIERCE, FL. 34945 7 7 i12 —118 7 8 — 7 5 7 7 No. vision Issue Date ALL IDEAS, DESIG ARRANGEMENTS, AND PLANS INDICATED ORREf# ESENTED BY THIS DRAWING ARE OWNED BY AND P PERTY OF THIS OFFICE, AND WHERE CREATED, %LVED, AND DEVELOPED FOR US ON, AND IN C NECTION WITH THE SPECIFIED PROJECT. NOt* '�5UCH IDEAS, DESIGNS, ARRANGEMENTS, D PLANS SHALL BE USED BY, OR DISCLOSED J TO J NY PERSON,FIRM,OR CORPORATION IFO NY PURPOSE WITHOUT WRITTEN PERMISSION OF P ERRED AIR CONDITIONING & MECHANICAL, 'INC. NEW _RESIDECE )R: RIN, RBEND M #44 f R F I FW 104 LAN '2 1) 6511. EVATION' D 1E) Sheet Date Scale O COLUMN SCHEDULE SEE PLAN FOR SYMBOLS of ACTUAL COLUMN TYPES BEING USED WK SIZE TYPE STEEL NOTES C5 ❑■ 8" X 8" C M U. 1 # 5 BAR C7 13 8" X 8" C M U. 1# 7 BAR - C25 ■■ $" X 12" "0" BLOCK 2 # 5 BARS - C27 m 8" X 12" "0" BLOCK 2 # 7 BARS - C45 :: 12" X 12" "0" BLOCK 4 # 5 BARS PROVIDE U.S.P. "WT" TIES at EVERY OTHER MORTAR JOINT P45 "W" X "L" PER PLAN POURED CONC. 4 # 5 BARS # 3 Dia. TIES at 8" O.C. P65 M °W" X "L" PER PLAN "W" "L" POURED CONC. 6 # 5 BARS # 3 Dia. TIES at 8" 0, C. P47 X PER PLAN POURED CONC. 6 # 7 BARS # 3 Dia. TIES at 8" 0, C. P67 W" X "L" PER PLAN POURED GONG. 6 7 BARS # 3 Dia. TIES at 10" O.C. P65r ® DIAMETER PER PLAN POURED CONC. 6 5 BARS # 3 Dia. TIES at 10" O.C. SEE DIAGRAM BELOW 'T_" O SEE POST SCHEDULE TUBE STEEL - SEE FLOOR and ROOF LAYOUTS TSb O BOLLARD TUBE STEEL - SEE DIAGRAM BELOW m SEE POST SCHEDULE WOOD POST ISEE FLOOR and ROOF LAYOUTS 0000 3"D STEEL COLUMN W/ 6" X 6" X 1/4"i STL. BEAM-t" .r. ,o EXTEND AND HOOK PLATE W/ (4) 1/2X 3LMIN. (3) BARS INTO EMBED. WEDGE ANCHORS to SLAB (VIER. EXACT PER ARCH. PLAN) BEAM ABOVE AND SLAB BELOW'LOCATION 65r V NOTES: - ALL C.M.U. CELLS W/ STEEL TO BE CONCRETE FILLED - LAP ALL STEEL MIN. 48 BAR Dia. TYP. THROUGHOUT - SEE FLOOR and ROOF LAYOUTS FOR ALL STRUCTURAL POST SPECIFICATIONS OPOST SCHEDULE mo [3SEE PLAN FOR LABELS of ACTUAL POST TYPES BEING USED III TYPE NOTES k iIC TYPE NOTES W14 'I - 2 X 4 S.Y.P. # 2 W6 6 X 6 S.Y.P. # 2 P. T. W4 4 X 4 S.Y.P. # 2 P T. W6b 6 X 8 S.Y.P. # 2 P T. W4b 4 X 6 S.Y.P. # 2 P i W26 2- 2 X 6 S.Y.P # 2 TYP, MIN.; U.N.O. W4C 4 X 8 SAY. #2P.T W36 3- 2X6 S.Y.P #2 W24 2- 2 X 4 S.Y.P. # 2 W46 4- 2 X 6 S.Y.P. 2 W8 8 X 8 S.Y.P. # 2 P. T, W34 3 - 2 X 4 S.Y.P. # 2 iIE TYP. MIN., U.N,O. W44 4- 2 X 4 S.Y.P. # 2 W28 2- 2 X 8 S.Y.P. # 2 71ETYP. MIN-' U.N.O. W54 5- 2 X 4 S.Y.P. # 2 W38 3- 2 X 8 S.Y.P. # 2 W48 4- 2 X 8 S.Y.P. # 2 W58 5-2X8 S.Y.P.#2 T35 3.5" X 3.5" X 1/4"T TUBE STEEL, ANCHOR PER DETAIL AS SPECIFIED ON PLAN T4 4" X 4" X 1/4"T TUBE STEEL, ANCHOR PER DETAIL AS SPECIFIED ON PLAN f PLACED FLAT TO SHEATHING AT OUTSIDE OF WALL, PER DIAGRAM BELOW k PROVIDE BLOCKING SUPPORT TO TRUSS/GDR, PER DIAGRAM BELOW o STEEL COLUMN PAD OUT - REFER TO DETAIL "9" ON SHEET "SD2" P ANCHOR W1 .145" X 1,51 P A F (PINS) TO "T-" COLUMN AT 12' O.C. It ANCHOR TO MASONRY WSE 1/4" VA/ 2" EMS, TAPCONS WET WASHERS at 16" O-C. w ANCHOR to MASONRY WALL W1 1/2 X 4 EMB, WEDGE ANCHORS 24' O.C. (6' FRM TOP/BOT) u I ATTACH W/ 1/2" THRU-BOLTS W1 1 1/4 WASHERS of 16" O.C. and MAX. 6' FROM ENDS. NOTE: - B U. POSTS TO NAILED TOGETHER W/ 10D COMMONS at 6" O C STAGGERED EA. PLY A. FACE. �E- ALL WOOD POSTS TO BE MIN. (3� 2 X 4 or 2) 2 X 6 (2 X 8), SUPPORTING HEADERS/GIRDERS PER "D-7F" on SHEET "SD2 , U.N.U. MATCH WALL, GIRDER/HDR WIDTH) - FOR GIRDERS 2-PLY or GREATER, PROVIDE POST BELOW TO MATCH GIRDER WIDTH, U.N.O - ALL MULTIPLE PLY POSTS SHALL BE NAILED TOGETHER W1 16D COMMONS @ 6" O,C. STAGGERED EA. PLY/EA, FACE, UNLESS NOTED OTHERWISE, PER NOTE 2. - ASSUME POST HOT, TO MATCH BBC WALL HOT, UNLESS CALLED OUT OTHERWISE - SEE FOUNDATION PLAN FOR ALL MASONRY COLUMN SPECS. �EiIE - PROVIDE SOLID BLOCKING FROM POST THROUGH FLOOR SYSTEM to BRG. WALL BEI 6" O.C. MAX. STUD TO "W28f : 28 10D NAILS 8" O.G GIRDER GIRDER GIRDER 3, CHORD STUDS --- _ -- — --- W28r TO TOP�BOT PLATE :2 BLOCKING : 2 X 4 S Y.P. EA. SIDE OF POST -_(3) 10D TOE -NAILS EA. SIDEW7 (p) IOD TOE-NAILSEA. VPIRN'�' END TO GDR W/ (4)100 FOR GDR TO WL6 NAILS TO POST -11 PER PLAN ')POST TO SLAB : "2-DI"�`2" to 24" SOFFI = 'ANCHORS (U.N.O. ON PLANS) PER TRUSS PEIR PLAN ANCHOR SCHEDULE TOP SIDE SIDE MONT SEE FOR ALL OTHER AL FRAME WALL SPECIFICATIONS i P36 --- --------------------- ■ 91-0" F— 17'-11 lo�1t 4'-3" 1'-5" I I3'-3" FEREC� LANAI REf 425', PAVERS M20 7171 1I N 75" I VARIES 1 0 I® ■ I • C5� J 7" TYP RESIDENCE Pr36 I _t— I� TSb — — I LREP -===_=--- l l l l l l l l l / T ... / .I�L�.' T I. I L�-L ELEV: TOP OF SLAB SLAB ON GRADE CONSTRUCTION 4" THICK 2500 PSI CONCRETE SLAB W/ 6" X 6" / 10 X 10 WELDED WIRE MESH ON 6-MIL VAPOR BARRIER ON CLEAN 95% COMPACTED TERMITE TREATED FILL VER. LOCATION of ALL EOUIPMEINT PADS TO BE AT F.F. PER ARCH ITECTURALS, TO BE 4" THICK W/ THICKENED EDGES, TELCO. X. o � O ' N J � — N ■ ■ O F _ o -- — — M2o1------� 0 M2o -- ■ ■ rrT MASONRY ■ ■ Inkil ■ O I TYP OPN& TYP, g L-- •I I m■■ - C5 w 3' 0" 3'-0"Tye 1.5" PERIMETER RECESS TYP. �/ _ i o ■ C5 ■ �� RFC. 4.25"I f TYP ■ 1 ■ ■ 1 PAVERS � I ■ • 1 � CZ F -------- 7 5 o= 1 I T86 I I L — J P36 L — J P36 �-- -LOIN---� ..... .... o N ■ �. ■ N � I. . . . . . . . . : . : : :. : : : I 4"C.....: }s °° ®. . . . RECESS'4"; SLOPE 2• . . . . . . . . . ■ . L .................... Uo -�'-I I. ..............I. MI6.. .... ■ 6'-6" 6'-6" 4'-5" 6'-6" 1'-4" 6'-2" 1'-4" fi -6" 21'-10" 21'-10" 65,-0" ELEVATION °DTI ml MI6 l 8'-7" ®I PAVERS I PAD -- —T7-j/ IN -FILL COLUMN V' / AS n °O 1 I (NO SO EEL) 6a . A. 6 Tfi T 7 1 fir 7 ( ( T8b 1.5" PERIMETER 1 RECESS TYP. 1 TYP II ®I I � • MASONRY OPNG. TYP.----I, IF-- -4" FOUNDATION / FIRST FLOOR COLUMNS 1/4" -1'-T VERIFY METER & PANEL LOCATIONS SEE FLOOR PLAN 10R EXACT PLUMBING LOCATIONS REFER TO ARCH PLANS FOR EXACT LOCATIONS OF OPENINGS IN INTERIOR BEARING WALLS FOLLOW PLAN FOR CELL L0. W APPROX. EQUAL CING IN WALL SEGMENTS NOT TO EXCEED MAX. SPACE PER PLAN OEXTRA DETAIL O DETAIL REFERENCE INTERIOR BRG. TYPICAL POST/STEEL/MASONRY X- REFERENCE D-rrrrrrr WALL LOCATIONS O COLUMN SPEC PER SCHEDULE on THIS SHEET ON SHEET "SDI" ON SHEET "S1" ON THIS SHEET'P",'r or "C THIS FOUNDATION HAS BEEN DESIGNED BY RATIONAL ANALYSIS TRANSFER REINFORCIEMENT IS NOT REQUIRED, U.N.O. REVISIONS: SHEET DATA: MODEL: 6511 COMMUNITY: RIVERBEND LOT #: 44 DRAWN BY: SM/RC CHECKED BY: RC/VH DATE: 03-28-18 SHEET DESCRIPTION: FOUNDATION / FIRST FLOOR COLUMNS ELEVATION: D GARAGE: RIGHT BRENNAN ENGINEERING INC. 1600 S. DIXIE HWY. STE 400 BOCA RATON, FLORIDA 33432 (561) 392-3748 E.B. # 7686 P.E. # 72387 SHEET: So Victor Hernandez tj 2Ok E.B.rA E. 72387 O TRUSS ANCHOR SCHEDULE SEE PLAN FOR LABELS of ACTUAL ANCHOR TYPES TYPES BEING USED CONNECTION TYPE MARK O ANCHOR TYPE CITY NAIL SCHEDULE NALSCIEEDULE ANCHOR to TRUSS t -PLY UPI 2-PLY or RR IPLFE uTauELOAo4asr ANCHOR b MASONRY F1 F2 O MANLF. MODE1 TM to MASONRY •(Z-MAX) Al SIMPSON "META24" 2 CMU CONC 10-1 OD X 15` 1985 LBS 14 - 16D 1900 LBS 2r,165 LBS N/A EMBED 1210 1160 Al A2 SIMPSON "HETA24" 2 ow10-1OD X 1.5" 2035 LBS 12 - 16D 2700 LBS N/A, EMBED 1225 1520 A2 A3 SIMPSON "HHETA24"' 2 CMU CONC 10-tOD X 1.5" 2035 LBS 12 14 - 16D - 165 2500 L 3350 LBSBS N/A, EMBED 1225 1520 All WRAP STRAP OVER TOP CHORD OF TRUSS AS ALLOWED MAFK ANCHOR TYPE JOTYI SIZE I IRW to 7RUBB 81HtAP tot WDWL IIIIPLFT TRUSS b WOOD B1 SIMPSON "LSTA18" 1 20 GAUGE 7 - 1OD 7 - tW N.R N N.R. 1235 LBS 01 • (7-MAX) B2 SIMPSON HTS20 1 14 GAUGE 10 - 10D. 10 - lOD N.R. N N.R. 1450 LBS - PROV. ADD'T (3) - 16D TOE -NAILS TO EA. TRUSS to WOOD WALL/,HI DR) ( 2 & I/SIDE) FOR GIRDERS 2-PLY or GREATER, PROVIDE POST BELOW T MATCH GIRDER WIDTH, U.N.O. 500 500 • 86 SIMPSON H6(STEP) 1 2 1 4 W 8 - 8D —7-- 8D N.R.-ENT N.R. - 950 LBS BB B7 SIMPSON H3 CLIP 1 1 19 16"W 4 - 8D 4 - BD 125 16 5 LBS B7 T 5 - 1 4 JARGONS W 2 EMBED PER STRAP to MASONRY N A - - IZ25 LBS T WOOD to WOOD MAK Ci ANNDRTYPE JOTY SIMPSON MSTA2a"_ I 771ZE ANEbwowAw..ANC.toND.I3A0W F-1 F2 IRFT 1265 LBS C1 I 1 4"W 18 GA. 6 - 10D e - 100 Nk. N.R. (WALL or POST) C2 SIMPSON MSTA48 I 1 1 4 W 16 GA. 7 - 10D 7 - 7W 1400 LBS C2 • (Z-MAX) C4 SIMPSON or ALT. LCF (Comer) AC4' MIBUIe 2 1 N A 14 - 16D HEAD RS MU T BE MITERED WITH N A 14 - 16D 8 - 76D THIS ANCHOR 10 - i6D NR. N. 1500 LBS C4 N.R. N.R. 985 LBS STRIP to MSNRY (T) ALT. - PROVIDE TAPCONS to MASONRY WALL - W 1 /4' X 2" EMH. TAPCONS PER STRAP SEE ARV. {T) WD. POST b BLAB MAK D1 ANCHOR TYPE SIMPSON A34 0TY 1 ANCHOR b POSH 4- 8D NAILS ANCHOR b SLAB (2) - 1 4 X 2 L TAPCONS I1plFT N A q • (Z-MAX) D4 SIMPSON ABU88_ 1 12 - 76D NAILS 2 - 5 8 X 4 EMB.. WEDGE -ANCHOR- 2200 LBS D4 D7 SIMPSON HITS 1 26 - 1W NAILS 1 - 5 8' X 6 EMB WEDGE -ANCHORS. 4350 LBS D7 + AT RECESS AREAS, WEDGE -ANCHOR EMBEDMENT TO BE FROM LOWEST SLAB ELEVATION N).BENI b 191A' F1 ANCHOR TYPE I SIMPSON 1U28 OTY 1 ME 14 GAUGE to WOOD 6 - 10D NAIL., ANCHOR to VIOODA40MMSRO 3 - 1 4 X 2 3 4 L TITER FI NGE 6 avLYTrr 2400 BS RItT 1085 LBS F7 • (Z-MAX) alt. 1128-2 1 14 GAUGE 6 - 10D NAILS 7 - 14 % 2 3 4 L THEN ELECT 14 435 - S 1085 LBS oft F2 SIMPSON HU210-2 1 14 GAUGE 6 - ISE NAILS 14 - 1 4 X 2 3/4 L TITEN ERR 435 S 1085 LBS P2 FILL MASONRY SOLID II SIMPSON HU210-2 7 14 GAUGE 10 - 10D NAILS 18 - 1[4 X 2 3 "4 L 508 BS 1810 LBS Flb FOR (2) COURSES alt.HU48 -TOR F1 F2 or FY6 1 SAME ANCHORS APV. PER CALL -OUT ON PLAID PER. C. PER ANC. oft MIN. AROUND & ABOVE ANCHOR TYP. U. N. 0. W - FOR 1-PLY MEMBERS, ADD 2 X 8 ° Y.P 2 VERT BID, MAX 16 IT OR FULL HT. OF TRUSS LEG, W 6-10D NAILS TO TRUS#S, EQUALLY SPACED - USE CONCEALED'/ C FLANGE FOR CORNER APLICA'IIONS, OR AS NOTED ON PLANS i SIMPSON 'POPE 1 7 GAUGE IB 1 4 X 3 L LDS SCRWS 2- 1 2 X 5 L TITEN 5000 LBS F41 F42 SIMPSON FGTR 2 7 GAUGE 36 1 4=X 3 L SDS SCRWS 4- 1 2 X S L TITEN 9400 LBS F42 0 - FILL MASONRY SOLID BELOW TO SLAB MIN. 4 EACH SIDE AT ANCHOR BOLT LOCAN AI SIMPSON LGUM210- 1 12 GAUGE OR 8 -1 4 X 25 L SDS SCRWS B 3 8 X 41 TITEN HD 9575 S 3575 LBS F6 SIMPSON HGUM5.25 1 7 GAUGE 24 -1 4 X 2.5 L SDS 8 5 8 X 5 L TITEN _ HD 702$ S 3100 LBS FBI F8a SIMPSON HGUM7.00" 7 7 GAUGE 24 -1 4" X 2.5 L 50S SCRWS B -5 8" X 5"L ➢TEN HD 7025 S 3100 LBS a 4H - USE CONCEALED FLANGE FOR CORNER APPLICATIONS, OR AS NOTED ON PLANS U S- MISC ELL AN E O U8 SPECIAL CONNECTION SEE DETAIL AS REFERENCED ON SHEET "SDI" S- D- DETAIL SEE DETAIL AS REFERENCED ON SHEETS SDI AND SPA D- TRB TRUSS to TRUSS CONNECTION TO BE PROVIDED BY TRUSS COMPANY UNLESS NOTED OTHERM VERIFY STRAP LENGTH TO GO OVER T. CHORD W/ - INSTALL ALL HARDWARE IN ACCORDANCE WITH MANUFACTURERS' SPECIFICATIONS - 'TAPCONS' - SPACE MIN_ 2" 10. BEAM WEDGE ANCHORS" - SPACE MIN 4" W/ MIN 3" FROM EDGES MIN. (2) NAILS TO TRUSS ' - CAPACITIES SHOWN ARE FOR INSTALLATION IN SOUTHERN YELLOW PINE (SYP.) LUMBER W/ ASTM A4A6 GRADE A STEEL SIDE PLATE W NAILS AS INDICATED U.N.O. - BD = 0.131"D X 2 7 2"L 16D = 0.162 D % 3 7 2 L tO0 = 0.148D X 3"L L� V Z-MAX ALL METAL FASTENERS AND ANCHORS USED IN WET SERVCE CONDITION OR AGAINST PRESERVATVE TREATED WO EpUIRE A MINIMUM W ASTM GIES, CLASS D "HOT -DIPPED" GALVANIZED OR EQUIVALENT ALL CONNECTORS IN CONTACT W/ PRESERVATIVE TREATED WOW REQUIRE A MINIMUM OF ASTM A653 TYPE GUI ZINC COATED GALVANIZED STEEL OR EQUIVALENT. DUE DESIGNATION "Z-MAX" MUST BE ADDED TO THE STOCK NUMBER -ANCHOR "UPLIFT CAPACITY" IS BASED ON THE WORST CASE LOAD COMBINATION BETWEEN UPLIFT and LA AL LOAD, EITHER PERPENDICULAR or PARALLEL TO THE RIDGE LINE, WHEN CONSIDERING THE "UNITY EQUATION", WHERE APPLIES. - THE MAXIMUM LATERAL LOAD PARALLEL or PERPENDICULAR TO THE WALL IS 180 PLF UNLESS SPECIFICALLY NO ON THE PLANS BB- O BOND BEAM SCHEDULE --- (SEE PLAN FOR LABELS of ACTUAL BEAM TwES BEING USED) MIRK TOP MOND BEAM) SIB BOTrOM IP ECASTI SI®. NOTES BB-1 (1) - B" X 8" BEAM BLK 1 # 5 BAR N / A - TYP TIE -BEAM CON'T III VER, 12"W PER PUN • ALONG T. of PERIMETER MASONRY WALLS, SUPPORTING ROOF TRUSSES, U.N.O. BB-2 (2) - 81 X 8' BEAM BILK 1 # 5 /GREG I N / A I ALT TIE -BEAM AS NOTED ON PI_' L-0 BEAM ABOVE PER PLAN PER ABOVE 8" X 8" PRECAST "U" - AS NOTED ON PLAN _ L-1 BEAM ABOVE PER PLAN PER ABOVE 1 8 X 8 PRECAST U T 5 BAR AS NOTED ON PLAN _ L-22 BEAM ABOVE PER PLAN PER ABOVE I 8 X 8 PRECAST 'IT 1 7 BAR AS NOTED ON PLAN L-4 N A N 4 A 1 8 X 8 PRECASTU 1 # 5 BAR AS NOTED ON PLAN _ L-4 N A N A 18 X 8 PRECAST 'U 2 #5 BARS I 1 TOP 1 BOTTOM ' +' at BEAM CALL -CUT INDICATES POURED ARCH BELOW PER DETAIL 31'L' (SHEET 'SDI NOU• - ALL BEAM HEIGHTS ARE BASED OFF OF FINISHED FLOOR ELEVATION (0'-0") - REFER TO ARCH PLANS FOR EXACT LOCATIONS OF ALL OPENINGS IN WOOD FRAME WALLS - FILL ALL MASONRY SOLID FROM PRECAST U" BLOCK TO LINTEL BLOCK - AT RAISED ENTRIES; ALL FILLED CELLS SHALL BE POURED TOGETHER W/ BOND -BEAMS AT TOP, TO INCLUDE INTERMEDIATE BOND -BEAMS AS REQUIRED - PROVIDE MIN. 301 x 301 CORNER BARS PER DETAIL 11 on SHEET SD2 - LINTEL ELK TOP COURSE STEEL ABOVE, IS THAT PART OF CON'T STEEL AS SPECIFIED PER TYP. WALL SECTION (SHEET "SD2") (I.E., NO ADD'T STEEL 15 REQUIRED) - FOR 16"H BEAMS, USE PRECAST U in LIEU of LINTEL SILK. 0 BOT COURSE - LAP ALL STEEL MIN. 48 Bar Dia. of LARGEST STEEL of LAP TYP., THROUGHOUT - PRECAST BEAM STEEL TO EXTEND MIN, 4" PAST EA. SIDE OF OPENING - SEE ROOF PLAN FOR ALL WOOD BEAM SPECIFICATIONS _ T. o BEA _ ;.:Er E3 a � ���""» FI "ram �•El ' 'BB" STEEL TOFROM EA. SIDE W a _ STEEL PER ? O SCHEDULE r o B. of BEAM O ® VERIFY 'DBL.' O STEEL PER PLAN O CONCRETE BEAM SCHEDULE (SEE PLAN FOR LABELS of ACTUAL BEAM TYPES BEING USED) MK SIZE (NiM TOPSMEL MD.SI� BOESI® t3,�I R E M A R K S TB-2 8"W X 11"-19"H PLN 2 5 - 2 5 - SEE PLAN FOR EXACT HEIGHT -1 16WX22IT 4 5 - 4 5 12 O.C. _ 8"W X 16"H 2 5 - 2 5 - _ B-3 - B ° +' at BEAM CALL -OUT INDICATES POURED ARCH BELOW PER DETAIL 31'M' (SHEET '8D2') O POST SCHEDULE Rao E3 SEE PLAN FOR LABELS of Ac1UAL POST TYPES BEING USED MK TYPE NOTES ACC TYPE NOTES WN 1-2X4S.Y.P.#2 W6 6 X 6 S.Y.P.#2P.T. W4 4 X 4 S.Y.P. # 2 P.T. W6b 6 X 8 S.Y.P. # 2 P.T W4b 4 X 6 S.Y.P. # 2 P.T. W26 2 - 2 X 6 S. YP. # 2 HIo- TYP. MIN„ U.N.O. W40 4 X 8 S.Y.P # 2 PS. W36 3- 2 X 6 S.Y.P. # 2 W24 2- 2 X 4 S.Y.P. # 2 W46 4- 2 X 6 S.Y.P. 2 INS8 X 8 S.Y.P. # 2 P.T W34 3 - 2 X 4 S.Y.P. # 2 iIF TYP. MIN„ U.N.O. W44 4 - 2 X 4 S.Y.P. # 2 W28 2 - 2 X 8 S.Y.P. # 2 TIE TYP. MIN., U.N.O. W64 5- 2 X 4 S.Y.P. # 2 W38 3- 2 X 8 S.Y.P. # 2 W46 4- 2 X 8 S.Y.P. # 2 W58 5- 2 X 8 S.Y.P. # 2 738 3.5 X 3.5 X 1/4"T TUBE STEEL, ANCHOR PER DETAIL AS SPECIFIED ON PLAN T4 4" X 4" X 1 4"T TUBE STEEL, ANCHOR PER DETAIL AS SPECIFIED ON PLAN f PLACED FLAT TO SHEATHING AT OUTSIDE OF WALL,PER DIAGRAM BELOW k PROVIDE BLOCKING SUPPORT TO TRUSS/GDR, PER DIAGRAM BELOW 0 STEEL COLUMN PAD OUT REFER TO DETAIL 9 ON SHEET "SD2 P ANCHOR W .145" X 1.5 L P.A.F. (PINS) TO "T_" COLUMN AT 12 O.C. t ANCHOR TO MASONRWALY W/ 1/4" W/ 2" EMB. TAPCONS W/ WASHERS at 16" O.0 w ANCHOR to MASONRY L W/ 1/2 X 4 EMB. WEDGE ANCHORS 24 OC. (6 FIRM TOP/BOT) u ATTACH W/ 1/2" THRU-BOLTS W/ 1 1/4 WASHERS at 16 O.C. and MAX. 6 FROM ENDS. NOTE, - B. U, POSTS TO NAILED TOGETHER W/ 10D COMMONS at 6" O C STAGGERED FA. PLY/EA FACE TIE- ALL WOOD POSTS TO BE MIN (3) 2 X 4 or 2) 2 X 6 (2 X 8), SUPPORTING HEADERS,/GIRDERS PER "D-7F" on SHEET "SD2', U.N.O. MATCH WALL, GIRDER/HDR WIDTH) - FOR GIRDERS 2-PLY or GREATER, PROVIDE POST BELOW TO MATCH GIRDER WIDTH, U.N.O. - ALL MULTIPLE PLY POSTS SHALL BE NAILED TOGETHER W/ 16D COMMONS @ 6' O.C. STAGGERED EA. PLY/EA. FACE, UNLESS NOTED OTHERWISE, PER (NOTE 2. - ASSUME POST HGT TO MATCH PRO WALL HGT., UNLESS CALLED OUT OTHERWISE - SEE FOUNDATION PLAN FOR ALL MASONRY COLUMN SPECS HIF TIE- PROVIDE SOLID BLOCKING FROM POST THROUGH FLOOR SYSTEM to BRG. WALL BELOW STUD TO 'W28f' : 6' MAX GIRDER GIRDER GIRDER B. CHORD OC. 2 IOD NAILS 8" 01 STUDS 12 l0 24' PLAN BLO=: 2 X 4 S.Y.P. PER _. _ 1Y28f TO TOP/BOT PLATE / (3) 10D TOE NAILS EA. SIDE "�-_. M 2 EA. SIDE OF PDST W/ (2) 10D TOE -NAILS -11 - ��I EA. END TO GDR WIk) = m FORGDR TO WLH D NAILS TO POST •-PER PLAN 11) POST'NSLAB: "2 DI2 PRO ONPER to tA'1ANCHORS PER TRUSS ._TOP PUNPLANS ANGiDR HEDDLLFRSEE SIDE SIDE FOR ALL OTHER E N7FrAL FRAME WALL SPECIFICATIONS 0 HEADER SCHEDULE -- SEE PLAN FOR LABELS of ACTUAL HEADER TYPES BEING USED III TYPE NOTES 'H ' - HEADER '-N' - NAILER H310 (3) 2 X 10 S.Y.P. # 2 TYP HEADER TO BE USED OVER ALL OPENINGS, ONO (SEE D-7F) - ALT. H48 (4) 2 X 8 S,Y.P. # 2 IN 8 W WALLS H212 2 2 X 12 ° Y P # 2 ALT HEADER TO H310 H312 3� 2 X 12 SAP # 2 ALT.HEADER TO H310° „ -at HN4 2 X 4 S.Y.P. # 2 NAILER ROOF and/or CLG CON'T NAILER or BERG. WE 16D NAILS 6" O.C. or 3 16D NAILS PER EA. WEB/STUD THAT IT CROSSES or 3 10D NAILS EACH END IF BLOCKING, W/ ALTERNATE 1/4' Do. TAPCONS W/ 1 1/2 EMBED to MASONRY 16" 0C or (2) PER BLOCK U.N,0 FINS 2'�6S, Y.P. # 2 NAILER ANOHOR W/1/4" X 31 TAPCONS 12 0C,_ ENI 2 6. SY.P. # 2 NAILER X - at TOP and BOTTOM CHORD of TRUSS W/-1/4' Diu TAPCONS W/ 2" EMBED at 8" O.0 to MASONRY W/ 4 - 10D TOE -NAILS FROM TOP and BOTTOM CHORD (2/SIDE) AS REQUIRED NOTE: - ALL OTHER WOOD BEAMS TO BE MN 2 - 2 X 12 aYP. I Z VALID TOGEn-S W/ 2 ROWS OF 100 COMMONS at li O.C, UNLESS CALLED OUT OTHERWISE. - ALL WIDOW WADERS TO BE 2 - 2 X 1D SYP.4 2 W/ V7 FLITCH PLATE, NAL PER ABOVE - ALL 2 X 12 BULTHIP HEADERS ARE ASSUMED TO BE CONT TD BRO. P014I8 at Ea WE BB-1 TYP. BOND -BEAM AROUND T. of MASONRY WALLS UN.O.. W/ HGTS. AS LABELED PER PLAN USE (Al)ANCHORS FOR ALL ROOF TRUSSES THAT CROSS OVER ANY MASONRY WALLS, U.N.O. MAX DE" UPLIFT FOR TRUSSES OVER CMU. (1300 LBS, U.N.O. Po - TRUSS 0 I a U = L__F I I L_ J o 10Y C G I a TYPICA 3:� 8" T. at 10'8" HAD-7F — F 10'-8 77� o 20"D GDR O 1078n1 CLG 52 J M TYPICAL L-BRACE / W-BRACE I Z 10 I � 12'-4" 12 1, I \ I - — — — — — — — — — J- 1A cEss1 110Y CLG L - J + RECESS I H-62 FL / / i DP -V- U = 800 Al / D-39 20 % o 7. /Y /10'87'/CLGi N +RECESS , F1 1D-( 12 _c 20"D FLOOR -TRUSS 24" O.C. 10'8' CLG TYPICAL U = 800 Al L-1 32"H J Ln U�' I RED 2 U = 3200 20 D GDK U = 3( `F41 D-7F �C T. at 124 10'' 10' 10'8n CLG TYPICAL 20"D FLOOR -TRUSS 24" O.C. _ � o r 0 1(\L I N � T DRAFTSTOP 20"D GDRPO i 2 $1 — — 3i U T o _ 2-Dl o I VI 1 N /L~J 20"D GDR CD HE + + M V +21'� CLG + T, +I I. E- 1 f#- �->+ o CLERESTORY * � I + I IF 1 -µ 1 -I- N + +' + + 1 +1 1+ 1 + 1 +1 20"D GDR 20"D FLOOR -TRUSS o 24" O.C. o m BZ FRAME DWN CLG'S 0 3 AS REQUIRED, PER m 10'-8"(F) ARCH PLANS 12'-4" L-3 B"H, TOP tom, 10'8n CLG E3 F��HSII,IE���`Wll/W6-1� a -42 a ycD%FCL_4 pBETW.4 � -4RETW. R a RES 32"H 32"H H_ B-512ew o N BALCONY #1 6"T MIN,-- _Et � v 3000 P.S.I. CONC. J a N� -REC. 4", SLQPE 1/4"/FT 10'8" CLG Ed 1. ---e-- 4 —�---'77 N. - w a o a � I 22"H 10,4 f 1 22"H 22"H �I RX-1 �I '-8„ \ ±10" ABOVE ROOF 1 G. } J 1 . La L1 d$ J11 t 1 J N tt .; 3 m LI L a °° o Z y5 HH 9 H A a ,- RED- 7Al'I a L N \ O z I OJ O p p w -- VI U W # SEE S EET "S2" FOR > L-0 BALCONY COLUMNS * ALLOW RECESS KNEEWALL ABOVE FOR BASE PLATE ELEVATION I'D" L-0 32"H N I MH /62 1078r CLG TYPICAL � I I 2� II 7- R X F_ AIH 1 I I J vl L-tfl L-BRACE 2- 1 00 I w ACCESSII W-BRACE AD , I I ` II I \\ I I Y � / j I I I I 10'8R j CLG + RECESS H-6'2 / I x \ -- - -- DRP _V-SET 3"--- BRG. HGTS 10,_8" a� ° a -a °a (SLOPES) 12'-4" 12'-9" SLAB STEEL SCHEDULE IIBPE1' III-" "B13-111 "HK II ILEE PLAN FOR LABELS OF ACTUAL SLAB FIELD TYPES BEING USED) HK-412 4 Dia. STEEL X "L" (SEE DIAGRAM BELOW SPACED 12" O.C. ((TOP UPPER LAYER) B-412ew # 4 Dia STEEL X "L" PER PLAN SPACED 12 O.C. EACH WAY BOTTOM (HOOK INTO BEAMS ALL AROUND) B-6I2ew # 5 Dia STEEL X IF PER PER PLAN SPACED 19" O,C. EACH WAY BOTTOM (HOOK INTO BEAMS ALL AROUND) BILL-1112 # 4 Dia STEEL X "L" PER PLAN SPACED 12" O.C. BOTTOM UPPER LAYER BILL-412 # 4 pia STEEL X "L" PER PLAN SPACED 12" O.C. BOTTOM LOWER LAYER BlA_-512 # 5 Dia STEEL X "L" PER PLAN SPACED 12" O.C. BOTTOM UPPER LAYER BLL-512 5 Dia STEEL X "L" PER PLAN SPACED 12" O.C. BOTTOM LOWER LAYER E, - U ART. FULL 4 = 26" MIN LENGTH 5 = 30" MIN Z i,- HOOK STEEL SHALL EMBED INTO ACE TTOAM To ACHEVESPR�R EMBEDMENTACE IN Ac �•I �•I s 1 UL-/ILL- W/ 1 N 5 BAR CON'T MAJOR HOOK T- (TOP UPPER/ LOWER) HI( -REAR (TOP) SPACED PER SPEC (HOOK) SPACED PER SPEC SPACE 1" q SPACE BU_ 1" B- BUL- B-/suL .' BLL- (BOTTOM) (BOTTOM UPPER) (BOTTOM LOWER) ALL STEEL LABELED ON PLAN IS ASSUMED TO BE THROUGH OUT ENTIRE SLAB IN DIRECTION SHOWN W/ PLACEMENT PER DETAILS SHOWN THIS SCHEDULE DIRECTION of BALCONY LONG SPAN INSIDE of CONC. DECK BEAM VER. ` 32" O.C. TYP. OTRACK 1 to MASONRY : 1" x 3 5/8" x 6"L 20 GA. CHANNEL W (2) - 1/4" - x 2" EMB. TAPCONS to MASONRY _X TRACK 2 to MASONRY : 1" x 3 5/8" CON'T 20 GA. CHANNEL W/ 145- - x IF1/2"L P.A.F. IV O.C. STAGGERED to MASONRY O((�#CAL 8 STANLLEESS METAL SCREWS•20 GA. CHANNEL (SIA.S.) to TRACK (1 "/ SIDE)/ ® HORIZONTAL SUPPORT : 1" x 3 5/B" 20 GA. CHANNEL 16" O.C. W/ (2) # 8 S.M.S. Ito TRACK (1 / SIDE) and VERTICAL SUPPORT, O0 4 OFINISH TC. UALONG 3EA. SUPPORT, SEE ARCHITECTTUR. LATH SECURED AL#PLANS FOR M.S. ALL OTHER EXTERIOR REQUIREMENTS CLG FRAME —DOWN n H N. ID S. TYPICAL BOND -BEAM AROUND TOP of 1ST or 2ND FLOOR MASONRY AS INDICATED AROUND PLAN URA. BUILDER TO FIELD VERIFY ALL LOCATIONS OF ATTIC ACCESS PER CLG AREA REQUIREMENTS ROOFS to be FULLY SHEATHED BELOW ANY OVERFRAME or VALLEY -SET AREAS (SEE "FASTENER SCHEDULE', SHEET SD1) ALL EXTERIOR WOOD GABLES EXPOSED TO WIND SHALL HAVE STUDS at 16' O.C., TO BE DESIGiNED BY TRUSS CO. SEE DETAIL D-31F ON SHEET SD2 FOR ARCHES IN FRAMED WALLS SEE DETAIL D-SB ON SHEET SD1 FOR STRONG BACK DETAIL DRAFT STOPP[NG ---- PROVIDE DRAFT STOPPING PARALLEL TO MAIN FRAMING MEMBERS AND AT ALL PERIMETER FLOOR GIRDERS ADJ. TO ROOF TRUSSES. - REFER TO ARCHITECTURAL PLANS FOR REQUIREMENTS - BB_1 TYP. BOND -BEAM AROUND T of MASONRY WALLS U.N.O.. W/ HGTS. AS LABELED PER PLAN USE Al ANCHORS FOR ALL ROOF TRUSSES THAT CROSS OVER ANY MASONRY WALLS, U.N.O. MAX DESM UPLIFT FOR TRUBSES OVER C.M.U. (1300 LBS. URO TRUSS LOAD DESIGN - 45 P.S.F. HEEL TYPE - STD. OVERHANG - i6", U.N.O. TYP ROOF PITCH, U.N.O. - 4 / 12 TAIL CUT - PLUMB RETURNS - LEVEL HGT. • SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS OF ALL CLG CHANGES HGT - INDICATES TIE -BEAM STEP LOCATION TYP. PER "D-21V on SHEET "SD2" - 1ST or 2ND FUR. MASONRY BLOCK WALL (HGT. PER PLN) PER "D-7" on SHEET "SD2" T - 1ST or 2ND FLR. FRAME BRIG. WALL (HGT. PER PLN) PER "p=71`" on SHEET "SD2" -BALLOON FRAME WALL (HGT. PER PLN) PER "D 78" on SSIIII T "SD2" O- TYPICAL BEAM LINTEL DR SPEC TYPICAL ANCHOR PER SCREENED ON IS SHEET O - PER .gg" V "�" or "L" •TRUSS ANCHOR LE" on THIS SHEET TYPICAL POST/STEEL/MASONRY COLUMN A - TYP. MASONRY ,D,E, .. . < SPEC PER SCHEDULE ON THIS SHEET B _ TYP. WDOD @�yISC. OTHER P", "T" Or C' NPER SCHEDULE TYP`�# CONINECTIONS ACAL S REFERENCED ON SHEETS DETAIL AND "SD2" oq IAIS SHEIETREFERENCE CED 1/4" i 0" TYPICAL PROFILE - "D" ELEV. U.N.O. ON PLAN - TYP. ANCHOR FOR TOP OT. CONNECTION SPEC PER "TRUSS AN OR SCHEDULE" on THIS SHEET `UPLIFT CAPACITY IN POUNDS BE ANTTY UPLIFT LBS ANCHOR 7YPE TOP. ACHIXt 2-Bl (N _ ANGiOR 1WE R— (SO(AT. BINN2_� ANCHOR TYPE SR REW9tED) REVISIONS SHEET DATA: MODEL: 6511 COMMUNITY: RIVERBEND LOT #: 44 DRAWN BY: SM/RC CHECKED BY: RC/VH DATE: 03-28-18 SHEET DESCRIPTION: 1ST LEVEE FLOOR, BEAMS & ROOF ELEVATION: D BRENNAN ENGINEERING INC. 1600 S. DIXIE HWY. STE 400 BOCA RATON, FLORIDA 33432 (561) 392-3748 E.B. # 7686 P.E. # 72387 SHEET: Victor Hernandez IN _� �. �m11111 i FN1311Nta���` E.B. # �1'c P.E. 72387 O TRUSS ANCHOR SCHEDULE SEE PLAN FOR LABELS of ACTUAL ANCHOR TYPES TYPES BEING USED) CONNECTION TYPE AR ANCHOR TYPE OTY NAIL SCHEDULE ANCHOR to TRUSS 1-PLY UPLPT 2-PLYar OTIR UPLFT MAL sGHBoaIb F.E LATEIML ANCHOR MA90NW LOAD -1 LW F2 O MANJF uoD TRDBS b INSONY! •(Z-MAX) Al SIMPSON "META24' 2_ CIdU CONK 10-1 OD X1.5" 1985 LBS 1A-16D 1900 LBS 2565 LBS N/A, EMBED 12 10 1160 Al A2 SIMPSON "HETA24" 2 CMU CONK 10-IOD X L5" 2035 LBS 12 - T6D 2500 LBS 2700 LBS N/A, EMBED 12'LS 1520 A2 A3 SIMPSON "HHETA24" 2 CMU CONK 10-IOD X I "' 2035 LBS 12 - 16D 14 - 16D 2500 LBS 3350 LBS N/A, EMBED 1225 1520 A$ WRAP STRAP OVER TOP CHORD OF TRUSS AS ALLOWED TRUSS to WOOD NvI B1 ANCHOR TYPE !OTYI SIZE SIMPSON "LSTA18° 1 20 GAUGE 1 SR1P to TRUSS I Mw 7 - 101) 1 to WD WL 7 - IDD F 4 N.R. N I F-2 N.R. N UPLFT 1235 LBS 81 • (Z-MAX) 82 SIMPSON I HTS20 I 1 1 14 GAUGE 1 10 - 10D 1 10 - IOU N.R. N N.R. N 450 LBS B2 - P or/ ADD'T 3 - 16D TOE -NAILS TO EATRUSS to WOOD WALL/HDR/GDR) 2 & I/SIDE) FOR GIRDERS 2-PLY or GREATER, PROVIDE POST BELOW TO MATCH GIRDER WIDTH, U.N.O. 500 500 • BB SIMPSON H6 STRP 1 2 1 4 W 8 - BD 8 - 8D N.R. N N.R N 950 LBS B6 B7 SIMPSON H3 CLIP 1 1 19 16 W 4 - 80 4 - 80 125 160 455 LBS 87 (T) 5 - 1/4 TAPCONS W 2 EMBED PER STRAP to MASONRY N A - - 1225 LBS T WOOD b WOOD MW 01 ANCHOR SIMPSON TfPE 'OTY "MSTA24' 1 SIZE 1 1 4"W 18 GA. AND. b WOOD AEI. ANC.b 6 - 'IOU VD. BMW 6 - 'IOU F-1 F-2 UPLFT 1265 LHS Cl N.R. N.R. (WALL or P000 02 SIMPSON MSTA48- 1 1 1 4 W 1fi GA. / - i(H) 7 - IUD RR N.. 1400 LBS C2 • (Z-MAX) C4 SIMPSON "r ALT. LCE (Corner)1 2 "AC4° Midtlle] 7 N A I4 - 160 I NEAD RS MUST BE MITtRED WITH N A 14 - 16D 8 - 16D THIS ANCHOR l0 - 16D N.R. N.R. 1500 LBS 04 N.R. N.R. 985 LEA STRP to MERRY (T) ALT_ - PROVIDE TAPCONS to MASONRY WALL - W 1/4" X 2" EMS. TARPONS PER STRAP SEE ABV. (T) �MAMANCHOR WD POSY b OLAB DI SIMPSON TYPE 4 OTY 1 ANCHOR b POST 4- 8D NAILS ANCHOR b SLAB 2- 1/4" X 27 TAPCONS U°LFT N A DI • (Z-MAX) D4 SIMPSON ABU88 1 12 - 16D NAILS 2 - 5 8 X 4 EMB WEDGE-ANCHIORS "'00 LBS D4 D7 SIMPSON I PETE, I 1 I26 -MOD NAILS 1 - 5/8' X 6' EMB. WEGE-ANCHORS I43`0 LBS D7 + AT RECESS AREAS, WEDGE -ANCHOR EMBEDMENT TO BE FROM LOWEST STAB ELEVATION NQ BCNI b YE/N MANANCHOR F1 TYPE SIMPSON HU28 OTY 1 00 14 ' UG bA E ANCHORbW00D D S 6 10 NAIL ANC iowoOD/LIBNYYBRO ' 4 � 1 X 2 3 4 L TITEN fLNCE 6 ORAMTY 2400 LB UPLIFT a 10851RS F1 • (,Z--MAX) alt. HU28 2 i 14 GAUGE 6 10D NAILS 7 14 % 2 3 4 L TITEN FLNGE I4 4350 LB MOSS LBS alt. F2 SIMPSON HU210 2 i I4 GAUGE 6 10D NAILS 14 1 4 X 2 3 4 L TITEN 4350 LB PUSS LBS P2 FILL MASONRY SIDED- Fffi SIMPSOrl I HU210 2 1 1 14 GAUGE 10 10D NAILS 18 1 4 X 2 3 4 L THEN 5085 LEI 181U LED P& FOR (2) COURSES alt HUFA FOR Ft F2 or Fh W,' SAME ANCHORS ABV. PER CALL OUT ON PLAN PER AN -_ PER ANG dt. MIN. AROUND & ABOVE ANCHOR TYP. U.N.O. W - FOR P-PLY MEMBERS, ADD 2 X 8 S Y.P A 2 VERT. BUY, MAX 16 H OR FULL HT. OF TRUSS LEG, W 6-10D NAILS TO 1RUSS, EQUALLY SPACED - USE 'CONCEALED' C FLANGE FOR CORNER APPLICATIONS, OR AS NOTED ON PLANS # SIMPSON FGTR 1 7 GAUGE 18 - 1 4' X 31. SDS SCRWS 2 - 1 2 X 5 L TITEN HD_ 5000 LB5 F42 SIMPSON FGTR 2 7 GAUGE 36 - 1 4 X 3 L SDS SCRWS 4- 1 2 X 5 L TITEN HD 9400 LBS F42 M - FILL MASONRY SOLID BELOW TO SLAB MIN. 4 EACH SIDE AT ANCHOR BOLT LOCATIONS._ 4E F5 SIMPSON LGUM210- 1 12 GAUGE 8 -1 4 X 25 L SPA SCRWS 8 -3 8 X 4 L TITEN HD 9575 LB 3575 LBS FB SIMPSON HGUM5.25 1 7 GAUGE 24-I 4 X 25 L SDS SCRWS 8-5 8 X 5 L TITEN HD 7025 LB3100 LB5 FB FBI SIMPSON "HGUM7 00" 1 7 GAUGE 24 -I /4" X 251 SOS SCRWS 8 -5 8 X 5 L TURN HD 7025 LBU- 3100 LBS F4t i - USE 'CONCEALED" FLANGE FOR CORNER APPLICATIONS OR AS NOTED ON PLANS MARK S- MISCELLANEOUS SPECIAL CONNECTION I SEE DETAIL f AS REFERENCED ON SHEET "SDP" 8- D• DETAIL ISLE DETAIL # AS REFERENCED ON SHEETS S01 AND SD2 TRB TRUSS 10 TRUSS CONNECTION 110 BE PROVIDED BY TRUSS COMPANY UNLESS NOTED OTHERWISE VERIFY STRAP LENGTH TO GO OVER T. CHORD W/ - INSTALL ALL HARDWARE IN ACCORDANCE WITH MANUFACTURERS' SPECIFICATIONS - "T C S" - SPACE MIN. 2" 1.0. BEAM O A H - SPACE MIN. 4° W MIN. 3' FROM MIN. (2) NAILS TO TRUSS 7 - CAPACITIES SHOWN ARE FOR INSTALLATION IN SOUTHERN YELLOW PINE S Y.P.) LUMBER W/ _AST A446 GRADE A STEEL SIDE PLATE W NAILS AS INDICATED U.N.O. - BD = 0.131"D % 2 1 2"L 16D = 0.162"D X 7 1 2"L 10D 0.148"D X 3"L ,y • Z-MA% :ALL METf,I FASTENERS AIJD ANLTiOR> USED IN 4V'Ei SERVICE CONDITION OR AGAINST PRESERVATIVE TREATED WOOD R-. UIRE A MINIMUM OF ASTM A153, CLASS D 'HOT -DIPPED" GALVANIZED OR EQUIVALENT. ALL CONNECTORS IN CONTACT W� PRESERVATIVE TREATED WOOD REQUIRE A MINIMUM OF ASTLI A653 TYPE C185 ZINC COATED GALVANIZED STEEL OR EQUIVALENT THE DESIGNATION Z-MAX" MUST BE ADDED i0 THE STOCK NUMBER - ANCHOR "UPLIFT CAPACITY" IS BASED ON THE WORST CASE LOAD COMBINATION BETWEEN UPLIFT and LATERAL LOAD, EITHER PERPENDICULAR ar PARALLEL TO THE RIDGE LINE, WHEN CONSIDERING THE "UNITY EQUATION", WHERE APPLIES - THE MAXIMUM LATERAL LOAD PARALLEL or PERPENDICULAR TO THE WALL IS 180 PLF UNLESS SPECIFICALLY NOTE (Al THE PLANS BB- LO BOND BEAM SCHEDULE --- (SEE VIAN PER LABELS of ACIDAL BEAM TYPES FENS USED) NK TOP MOSEW Sly BOITOY IP ECASD SEEL NOTES BB-1 (1) - 8" X 8" BEAM BLK 1 # 5 BAR I N / A - I TYP. TIE -BEAM CON'T e WE 12"W PER PLAN • ALONG T. of PERIMETER MASONRY WALLS, SUPPORTING ROOF TRUSSES, LLN.O_ BB-2 (2) - 8" X 8" BEAM BLK 1 # 5 /CRSE I N / A ALT. TIE -BEAM AS NOTED ON PLA' L-0 BEAM ABOVE PER PLAN PER ABOVE 8" X 8" PRECAST AS NOTED ON PLAN L-1 BEAM ABOVE PER PLAN PER ABOVE 8 X 8 PRECAST U 1 5 BAR AS NOTED ON PLAN L-2 BEAM ABOVE PER PLAN PER ABOVE 8 X 8 PRECAST 'U 1 7 BAR AS NOTED ON PLAN LT N A N A 8 X 8 PRECAST I1 I 1 j 5 BAR I AS NOTED ON PLAN L-4 N A N A 8 X 8 PRECAST J 1 2 # 5 BARS I 1 TOP 1 BOTTOM ' +' at BEAM CALL -OUT INDICATES POURED ARCH BELOW PER DETAIL $1'L' (SHEET 'SD2') NOTES- ALL BEAM HEIGHTS ARE BASED OFF OF FINISHED FLOOR ELEVATION (0'-01) - REFER TO ARCH PLANS FOR EXACT LOCATIONS OF ALL OPENINGS IN WOOD FRAME WALLS - FULL ALL MASONRY SOLID FROM PRECAST "U" BLOCK TO LINTEL BLOCK - AT RAISED ENTRIES, ALL FILLED CELLS SHALL BE POURED TOGETHER W/ BOND -BEAMS AT TOP, TO INCLUDE INTERMEDIATE BOUND -BEAMS AS REQUIRED - PROVIDE MIN. 30"L x 301 CORNER BARS PER DETAIL 11 on SHEET CDC - LINTEL BLK TOP COURSE STEEL ABOVE, IS THAT PART OF CON'T STEEL AS SPECIFIED PER TYP. WALL SECTION (SHEET °SD2") R.E., NO ADD'T STEEL IS REQUIRED) - FOR 16"H BEAMS, USE PRECAST "U' in LIEU of LINTEL BILK. @ NOT COURSE - LAP ALL STEEL MIN, 48 Bar Dla. of LARGEST STEEL of LAP TYP., THROUGHOUT - PRECAST BEAM STEEL TO EXTEND MIN. 4" PAST EA. SIDE OF OPENING - SEE ROOF PLAN FOR ALL WOOD BEAM SPECIFICATIONS - o BEAU • 'BB' STEEL TO Z _ ~ m RUN DON'T ~ m .! ., ACROFROMSSE ,r OPD STEEL PER ? SCHEDULE `_J • o ® ® B. of BEAM ERIFYDB PER ALN O STESC1ffDUEL �LE B- CONCRETE BEAM SCHEDULE ONES PLAN FOR LABELS ofACNAL BEAM TYPES BEING USED LRK SIZE VIM H) STEEL MIDI BB TB-2 8"W X 11"-19°N PLN 2 5 777777 B-3 B-4 _ " + " at BEAM CALL-OIFF INDICATES POURED ARCH BELOW PER DETAIL $1'M' (SHEET 'SD2) O POST SCHEDULE mO o SEE PLAN FOR LABELS B ACTUAL POST TYPES BEING USED MlIK TYPE NOTES NRK I TYPE NOTES WN 1- 2 X 4 S,Y.P. # 2 W6 6 X 6 S.Y.P. # 2 P.T. W4 4 X 4 S,FLY # 2 P.T. Web 6 X 8 S.Y.P. # 2 P.T. W4b 4 X 6 SAY # 2 P.T. W26 2 - 2 X 6 S.Y.P. # 2 8)FTYP. MIN., U,N.O. Woo 4 X 8 S.YP # 2 UT_ W36 3- 2 X 6 SYP. # 2 W24 2- 2 X 4 SYP. # 2 W46 4- 2 X 6 S, Y.P. 2 W8 8 X 8 SET, # 2 RT W34 3 - 2 X 4 SEEP. # 2 *TYP MIN., U.N (L W44 4- 2 X 4 SYP # 2 W28 2- 2 X 8 S,Y_P_ # 2 dIETYP. MIN., U.N.O. W64 5- 2 X 4 S.Y.F. # 2 W38 3- 2 X 8 A Y,P. # 2 W48 4- 2 X 8 S.Y.P. # 2 W58 5- 2 X 8 S.Y.P. # 2 T35 3,5" X 3.5" X 1/4 T TUBE STEEL, ANCHOR PER DETAIL AS SPECIFIED ON PLAN T4 4" X 4" X 1 4"T TUBE STEEL, ANCHOR PER DETAIL AS SPECIFIED ON PLAN f PLACED FLAT TO SHEATHING AT OUTSIDE OF WALL, PER DIAGRAM BELOW k PROVIDE BLOCKING SUPPORT TO TRUSS/GDR, PER DIAGRAM BELOW 0 STEEL COLUMN PAD OUT - REFER TO DETAIL "9" ON SHEET "SD2" P ANCHOR W/ 145" X 1.51 P.A.F. (PINS) TO "T_" COLUMN AT 12" O.C. t ANCHOR TO MASONRY W/ 1/4' W/ 2" EMB. TAPCONS W/ WASHERS at 16" O.C- w ANCHOR to MASONRY WALL W/ 1�2' X 4' EMB. WEDGE ANCHORS 24" O.C. (6 ERIC TOP/BOT) u ATTACH W/ 1/2" THRU-BOLTS W/ 1 1/4 WASHERS at 16" O.C. and MAX. 6' FROM ENDS. NOTE: - B. U. POSTS TO NAILED TOGETHER W/ 100 COMMONS at 6" O.C. STAGGERED EA, PLY/EA. FACE. iIF- ALL WOOD POSTS TO BE MIN. (3) 2 X 4 or (2) 2 X 6 (2 X 8), SUPPORTING HEADERS/GIRDERS PER "D-7F" on SHEET "SD2, UN.O. (MATC'H WALL, GIRDER/HDR WIDTH) - FOR GIRDERS 2-PLY or GREATER, PROVIDE POST BELOW TO MATCH GIRDER WIDTH, UNTO. - ALL MULTIPLE PLY POSTS SHALL BE NAILED TOGETHER W/ 16D COMMONS (A 6" GO STAGGERED EA. PLY/EA. FACE, UNLESS NOTED OTHERWISE, PER NOTE 2. - ASSUME POST HOT TO MATCH BRG WALL HOT., UNLESS CALLED OUT OTHERWISE - SEE FOUNDATION PLAN FOR ALL MASONRY COLUMN SPECS i1F - PROVIDE S(B ID BLOCKING FROM POST THROUGH FLOOR SYSTEM to BRG WALL BELOW STUD TO 'WI GIRDER GIRDER GIRDER B. CHORD 8' O.Q MA%. 2 '00 NAILS a" O.C. - _-- $NOS -- -- 'xzer' ro Ta/eoi PLATE : '( a zA' PER PLAN BLDO(WG : 2 % 4 SYP. 3•, •� . q 2 EA. SIDE of PosT > _- - _ (3) 100 TOE NAILS EA SIDE W/ (2) 10D TOE NALS " _ i EA END TO PER W/ (4) o FOR CDR TO WE 10) NAILS' TO POST '-if PER PLAN ,1 POST N STAB : "2-DI'�` \ Ii � ANCHORS U NO. ON "\ TRUSS PSCHEDULE \ PER1 ANCHPLANOR TOP SIDE SIDE FRONT 2 SEE "D-7F" FOR ALL OTHER FRAME WALL SPECIFICATIONS O HEADER SCHEDULE SEE EDAN FOR Lc5EL5 of ACTUAL HEALER TYPES BEING USED MI TYPE N O T E S '11 - HEADER '-N - NAILER _ H310 (3) 2 X 10 SYP- # 2 TYP HEADER TO BE USED OVER ALL OPENINGS U.N.O. (SEED 7F) ALT 1148 (4) 2 X 8 S.Y.P."# 2IN 8'W WALLS _ H212 (2) 2-Fff SYP. # 2 ALT HEADER TO H310 " -- - HIM (3) 2 X72TTR # 2 ALT. HEADER TO 00' HH4 2 X 4 S.Y.P. # 2 NAILER ROOF and/or CLG. CON'T NAILER or BLKG. W% 16D NAILS at 6 O.C. or 3 - 16D NAILS PER EA. WEB/STIJD THAT IT CROSSES or 3 - 1N NAILS EACH END IF BLOCKING, W/ ALTERNATE 1/4" Dia, TAPCONS W/ 1 1/2 EMBED to MASONRY 16" 0 C or (2) PER BLOCK U.N.O. HI 2 X 6 S YP # 2 NAILER ANCHOR_ W/ 1/4" X 3 L TAPCONS 12" O.C, HI 9 X 6 SAP # 2 NAILER at TOP and BOTTOM CHORD of TRUSS W/ 1/4' DID TAPCONS W/ 2" EMBED at 8' O.C. to MASONRY W/ 4 - IDD TOE -NAILS FROM TOP and BOTTOM CHORD (2/SIDE) AS REQUIRED NOTE: - ALLOTHER WOOD BEAMS TO BE MN 2 - 2 X 12 SYP. 4 Z NALED TOGETHER W/ 2 ROWS OF IDD COMMONS 116' O.C, UNLESS CALLED OUT OTHER ASE. - ALL WINDOW HEADERS TO BE 2 - 2 X ID SYP. R 2 W/ 1/2' FlJTCH PLATE NAIL PER ABOVE - ALL 2 X 12 BUST -LP HEADERS ARE ASSUMED TO BE CONT TO WA POINTS of EA. SIDE 5-2" 5-2" S-10" r- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - U- 1900 U= 1500 U= 1500 2-B U = 900 U = 1000 2-62 2-82 62 Al ----------------------- --- 21'-8"(F) --------- 21'-B"(F) ------------ ----- - - -------- ------ ------- ------- 21'-8" 11 21'-8" -- H312 DRP V - SET o V -SET -, ------ a-- H312 a -DRP � i L-0 C5 L-0 L-0 ;n 6"H \ 16"H 16"H TYP MV SET MV SET TYP\ r \ 8" FRAME W-BRACE \ 9W CLG TYP. (21'8" AFF) N \ (b I N EC) 7,74- o N to C LLI = I U I La-1 94>1 � C�, 38 4 TYP. (21'8' AFF) ------- ' -- -- -- -- -- -- -- M - GDR 38 \ 8" FRAME i' o 2-B2 ly MV - SET 6'-2" .. IT = 1800 U = 500 _ _ -------- F41 --------------- ----....-..-_.. H GDR 3-B2 L-BRACE 21 8"(F) III N D-39 li U = 3400 C2- 2)N I) 21 B" 16"H 16"H Tl'R 16"H 21'-8"(F) u= 21 0 XL-0 L-0 O L-0 21'-8" a J If 4'-2" T-5" - 7' 5°DRP V - SET I I" �'I I co o co - I - - - - - - M 16"H GDR (3 PL� ------- — ---------- - ---------------- -- -..--- --- ---..__-.-..---------------- -------- -I- ---I. 40 40 40 40 S1-i2 S1-i2 S1-i2 S1-i2 I I I 7'-6" T-6" 4" 7'-2" 23'-2" T-4" I I I I L---------- ----------- - ELEVATION IIDII rim BRG. HGTS 21 -8" \ 21'-8" (FRAME) BB t TYP. BOND -BEAM AROUND T. of MASONRY WALLS U.N.O.. W/ HGTS. AS LABELED PER PLAN USEDANCHORS FOR ALL ROOF TRUSSES THAT Ai CROSS OVER ANY MASONRY WALLS, U.N.O. MAX DESIGN UPLIFT FOR TRUSSES OVER CMU. (1300 LBS, U.N.O. SEE POST & HEADER SCHEDULES FOR ALL MIN. SIZES, U.N.O. USE B2 ANCHORS FOR ALL WOOD TRUSSES THAT CROSS OVER ANY WOOD WALLS, U.N.O. I l I I I N I I I I v I a I aFdDER PAD OUT ADD 2X4S.Y.P.y2W/ 10D NAILS 4" O.C. AT EACH SIDE TOP & BOTTOM llms, 1 STD. OVERRAN PLUMB RETURNS 4CT LOCATIONS OF AU I TYP. PER "D-26" 1 (II PER PEN) PE IGT. PER PLN) PER 'D I PER 'D-7B" on SHEI - TYPICAL ANCHOR SPEC "TRUSS ANCHOR SCHED - TYP. MASONRY C - TYP. WOW - 6 F ./ ' AND SD2 A X O EXIT ' on REVISIONS: SHEET DATA: MODEL: 6511 COMMUNITY: RIVERBEND LOT #: 44 DRAWN BY: SM/RC CHECKED BY: RC/VH DATE: 03-28-18 SHEET DESCRIPTION: 2ND LEVEL COLUMNS, BEAMS & ROOF ELEVATION: D GARAGE: RIGHT BRENNAN ENGINEERING INC. 1600 S. DIXIE HWY. STE 400 BOCA RATON, FLORIDA 33432 (561) 392-3748 E.B. # 7686 P.E. # 72387 SHEET: S2 Victor Hernandez E.B. # 7686 P.E. 72387 NOTES GENERAL NOTES: 1. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. AS A MINIMUM, CONSTRUCTION SHALL COMPLY WITH THE 2017 FLORIDA BUILDING CODE: RESIDENTIAL., AND REFERENCED STANDARDS IN CHAPTER 46, AS APPLICABLE. 2. 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. 3. 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. 4. THE STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEERING, TEMPORARY BRACING, GUYS OR TIEDOWNS. 5, THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. DESIGN CRITERIA WIND : DESIGN IN ACCORDANCE W/ F.B.C. 6TH EDITION (2017), ROOFA: T. CHORD L. L. - 20 psf FLOOPI T. CHORD L. L. - 40 psf RESIDENTIAL, W/ LATEST SUPPLEMENTS, AND ASCE 7-10 T. CHORD D. L. - 15 psf T. CHORD D. L. - 20 psf - BUILDING DESIGN : ENCLOSED B. CHORD D. L. - 10 psf B. CHORD D. L. - 5 psf - BASIC WIND SPEED : 170 MPH TOTAL LOAD : MAX - 45 psf TOTAL LOAD : MAX - 65 psf - BASIC WIND PRESSURE : 42.86 P.S.F. - RISK CATEGORY : II (A) B. CHORD L. L. (NON -CONCURRENT W/ ROOF L. L) - 10 psf - ASO FACTOR FOR WIND : 0.6 (B) GYPCRETE : 3/4" MAX FLOORING - INTERNAL PRESSURE COEF.: .18 - WIND EXPOSURE : "D" IS A CONTINUOUS LOAD PATH PROVIDED : - YES - MEAN ROOF HGT. 2-STORY 5 27'-0" ARE COMPONENTS and CLADDING DETAILS PROVIDE : - YES SHOP DRAWING REVIEW: 1. SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGN INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVTECTAPRIOR TO SUBMITTAL TO THE/TIONS, DIMENSIONS, ETC, ENGINEER TO REVIEW. 2. ALL SHOP DRAWINGS SHALWITHOUT REVIEW WILL BE REURNEDLUNCHE UNCHECKED, REVIEWEOTRACT DO UMENTS BY THETD E PROHIBITTED WITHOUT THE EXPRESSARCHIWRIT7EEN GPERMISSION FROM THEDRAWINGSMITTED ENGINEER. 3, IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ENGINEER. FOUNDATION SITE PREPARATION: 1. FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING CAPACITY OF 2,500 psf, FOOTING EXCAVATIONS AND SLAB SUBGRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-2487. TREAT ALL SOIL FOR TERMITE PROTECTION. 2. CONTRACTOR SHALL PROVIDE 6 MILL POLYETHYLENE VAPOR BARRIER OVER CHEMICALLY TREATED SOIL UNDER FOUNDA TION SLABS. 3. 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 REWORKED 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 OBTAINED FROM A CERTIFIED AGENCY. CONCRETE: I 1. CONCRETE SHALL MEET, AS A MINIMUM, F.B.C. W/ LATEST SUPPLEMENTS, TABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE. 2. 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, AND COLUMNS - 3,000 PSI MIN. COURSE GROUT "BOND BEAM" (BEAMS) AND FILLED CELLS (COLUMNS) 3. CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5" ti" 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 BE DISCARDED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NONCOMPLIANCE NTH THE ABOVE. " 4. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH ................. 3" B. CONCRETE EXPOSED TO EARTH AND/OR WEATHER: ., - # 5 Dia, BARS AND SMALLER.......................................................................1 1 1/2" - # 6 Dia. BAR AND LARGER............................................................................ 2" C. CONCRETE NOT EXPOSED TO EARTH OR WEATHER: - SLABS, WALLS, AND JOISTS............................................................................ 3/4- - BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, AND STIRRUPS .......... 1 1/2" FORMWORK: 1. 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 REINFORCING STEEL: 1. REBAR SHALL BE ASTM A615 GRADE 60 DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST PLACE IN ACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI-318 STANDARDS AND SPECIFICATIONS. ALL HORIZONTAL AND VERTICAL BARS SHALL LAP 48 BAR DIAMETERS OF LARGEST STEEL IN LAP FOR FOOTING, DOWEL AND BEAM STEEL TYP.., U.N.O.. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S RENEW. TYP. MIN LAPS SHALL BE AS FOLLOWS : # 4 Dia. BAR - 25" # 6 Dia. BAR - 36" # 5 No. BAR - 30" # 7 Dia. BAR - 42" 2. PROVIDE 30" X 30" CORNER BARS LAPPED AND TIED TO EACH BEAM REBAR, TYPICAL AT ALL CORNERS PER DETAIL 11 ON SHEET SD2 WELDED WIRE MESH: 1. WELDED WIRE MESH SHALL BE ASTM A-185, GRADE S5, FREE FROM OIL, SCALE, AND SHALL BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. MASONRY: 1. MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE "SPECIFICATIONS MASONRY STRUCTURES" (ACI 530/ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. 2. PROVIDE 9 GAUGE LADDER TYPE HORIZONTAL JOINT REINFORCING AT 16" O.C. TYP., AS REWIRED ' MANUFACTURED IN CONF ORMANCE WIT H ASTM C-90 3. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK U.N.D. LAY-UP MASONRY WALLS TO BOT TOM OF TIE BEAMS BEFORE SING RUNNING BOND - ALL BE PLACED U 0 PSI. BLOCK SH GRA DE N I'm - 150 PLACING CONCRETE FOR INWALL COLUMNS. - - LIMNS. GROUT USED TO FILL MASONRY CELLS SHALL CO MPLY MPLY WITH ASTM C 476 UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS THE PROVIDE A MINIMUM AND SHALL , E GROUT MIX SHALL HAVE A MAXIMUM 3/8" COARSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. 4. TYPE S MORTAR SHALL BE USED EXCLUSIVELY ON. THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/8" THICK U.N.O.. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. ALLOW A MINIMUM 72 HOURS FOR MORTAR TO CURE PRIOR TO GROUTING CELLS. 5. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. 6. MASONRY CONSTRUCTION SHALL BE PERFORMED UNDER THE DIRECT SUPERVISION OF A "CERTIFIED STRUCTURAL MASONRY CONTRACTOR'. THE SUPERVISOR OF THE MASONRY PORTION OF THE PROJECT SHALL BE A "CERTIFIED STRUCTURAL MASONRY CONTRACTOR" OR A "CERTIFIED STRUCTURAL MASON" AS RECOGNIZED BY THE FLORIDA CONCRETE AND PRODUCTS ASSOCIATION (FC&PA). THE SENIOR MASONRY SUPERVISOR WILL BE RESPONSIBLE TO ASSURE THAT THE WOR K IS ACCOMPLISH ED IN ACCORDANCE WITH THE CONTRACT DO CUMENTS. THE MASONRY CONTRACTOR SHALL SUBMIT CREDENTIALS FROM THE FC&PA TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO BIDDING. STRUCTURAL STEEL : THE FABRICATION 1 AND ERECTION OF STRUCTTURALAND STEEL FORNBUILDI BUILDINGS, 4thLEDITION, SHALL THE COMPLY AMERICAN INSTITUTE OF STEEL CFOR STRUCTION.Gµ STRUCTURAL STEEL SHALL BE: ANGLES, PLATES, AND CHANNEL ............. -........................ Fy = 36 ksi W-SHAPES........................................................................... Fy = 50 ksi HOLLOW STRUCTURAL SECTIONS - RECTANGULAR ............ Fy = 46 ksi HOLLOW STRUCTURAL SECTIONS - ROUND ........................ Fy = 42 ksi 2 ANCHOR BOLTS AT WITH WASHES UNDER LTHE TURNED ELEMENUMN BASES SHALL T BOLTS SHAASTM A307LL BE TIGHTENED NOLTS WITH EACCORDANCP WITH THE TURN OF -NUT LEVELING. ALL OTHER STHEA SHLL BE ASTM A325-N BOLTS UT METHOD. 3. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL WOOD : 1. WOOD FRAMING STRUCTURAL MEMBERS: # 2 SOUTHERN YELLOW PINE (S.Y.P. # 2) U.N.O. WITH AN ALLOWABLE BENDING STRESS Fb = 1000 PSI AND A MODULUS OF ELASTICITY = 1,600,00 PSI (THIS DOES NOT INCLUDE INTERIOR NON=LOAD BEARING STUD WALLS, U.N.O.). 2. ROOF SHEATHING: 19/32" CD-X EXPOSURE 1 GRADE PLYWOOD, U.N.O. 3. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE SHALL BE PRESSURE TREATED. 4. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. TRUSS NOTES : 1. ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS & ALL TRUSS/HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT AFFECT STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE ENGINEER PRIOR TO THE FABRICATION OF TRUSSES. 2. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-02, "DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION", AND "TPI/WTCA BCSI 1" COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. 3. METAL STRAPS & ANCHORS FOR ALL WOOD TRUSSES SHALL BE I.A.W. LOCAL MUNICIPALITY STANDARDS & MANUFACTURES LITERATURE. 4. ALL METAL STRAPS & NAILS TO BE GALVANIZED. 5. ALL ENGINEERED HEADERS & TRUSS HANGERS TO BE SUPPLIED BY TRUSS COMPANY. 6. TRUSS BRACING TO BE I.A.W. TRUSS MANUFACTURER & "TPI/WTCA BCSI-1". 7 WIND DESIGN LOADS PROVISIONS FORSHALL BE ENCLOSED,ASED ON PARTIALLYHOPENR16 OF THE OR OPEN STRUCTURES FORRIDA NG COMPONENTS &ST EDITION CLADDING AND MWSF.RSSF'PLEMENTS & d.SCE 7 6. VERIFY ANY ADD'T BOTTOM CHORD BRACING PER TRUSS ENGINEERING SPECIFICATIONS. ANCHORS - TYPICAL ANCHOR SPECIFICATION TO BE USED, AS REFERENCED THROUGHOUT THIS PLAN, TLO BE INSTALLED PER MANUF. SPECS. - 'C.M.S." - I T W BUILDEX "TAPCON" CONCRETE MASONRY SCREW AN604OR - "WEDGE ANCHOR" - HILTI "KWIK-BOLT 3" EXPANSION ANCHOR - "P.A.F." (PINS) - HILTI "POWDER ACTUATED FASTENER" - "EPDXY - HILTI "HIT HY 200" 'C' BAR 1/4 "Y 1/2 7•Z" / (END) 1/4 "X" 1 4 "Y" TOP BAR TOP BAR = TOP B-R S 1 a- a I 1 , �� , a` III I a<' I° I »I l° E"<BARa z I I 4< IIIL_ t - =- -- _--_ -----=1---=- 1 +--------1-I-I - ---- ---- - _ °4 <, BOTTOM BAR I MINI BOTTOM BAR- " SEEENOA 10 BOTTOM BAR - " I HOOPSL STIRRUPS SPACED FROM ( TYP{ COLUMN OR MASONRY, I I HOOPS OR STIRRIj SUPPOIRT FACE, AS PER PLAN a SPACE FROM SU r:'�=T 4 PER PLAN FACE, AS PER PL. k BEAM SCHEDULE NOTES: 1. HOOPS/STIRRUPS SHALL BE PLACED AT E.E. OF BEAM U.N.O.. STIRRUPS SHALL BE TYPE S-6 & HOOPS SHALL BE TYPE T-2 CRSI BAR BENDS, U.N.O. 2, BUNDLE ALL STRUCTURAL BEAM TOP BARS IN PAIRS OVER SUPPORTS WITH TOP BARS FROM ADJACENT BEAMS, U.N.O. 3. ALL CONCRETE BEAMS OTHER THAN THOSE WITH THE PREFIX TB SHALL BE POURED PRIOR TO PLACEMENT OF BLOCK BELOW. 4. ALL BEAM REINFORCING SHALL BE CONTINUOUS THRU BEAMS ONLY. ALL SPLICES TO BE A MINIMUM OF 30 BAR DIA. 5. ALL BEAM TOP & BOTTOM REINFORCING SHALL EXTEND INTO SPAN OF ANY ADJACENT STRUCTURAL BEAM AS PER BENDING DIAGRAM. 6. ALL MINIMUM CONCRETE COVER OF REIF. REQUIRED BY ACI-318 (92) SECTION 7.7 SMALL BE INCREASED BY .5". 7. ALL ADDED LONGITUDINAL BEAM REINFORCING SHALL EXTEND 6" MINIMUM INTO SUPPORT U.N.O.. 8. MARK 'C' IN REINFORCING COLUMN BETWEEN TWO BEAMS INDICATES THAT REINFORCiNG SHALL BE CONTINUOUS THRU THESE TWO BEAMS 9. PROVIDE (2) # 5 CORNER BARS WITH 30" DEVELOPMENT AT ALL CORNERS. 10. ONE -QUARTER OF MAXIMUM BOTTOM REINFORCING STEEL AREA OF EITHER ADJACENIi BEAM SHALL EXTEND THRU SUPPORT AND LAP WITH A CLASS 'A' TENSION LAP SPLICE ON EITHER SIDE OF SUPPORT. TYP. BEAM DIAGRAM DETAIL N.T.S. TOP / BOTTOM BARS - 'E' BARS FOR CAST IN PLACE CONCRETE BEAMS & SLABS .SCHEDULES FASTENER SCHEDULE APPLICATION SIZE - PE I SPACING REMARKS GARAGE DOOR BUCK SEE A CHITECTURAL PLANS TO CONC. BLOCK COL. MTL. STRAP TO CONIC. SEE ROOF LAYOU FOR SPECIFIC ANCHOR SPEC BLOCK or TIE -BEAM PER TRUSS ANCH R SCHEDULE NON-BRG. WALL SILL PLATE to CONC. SLAB 1/2" 0 x 4" EMB. W/ EXP NSION 16" O.C. and KNEE -WALLS WASHER AN HOR METAL LATH and WIRE FASTENERS 16 GA. W/ 6" APART - W I R E L A T H MIN. 1 1 �� d # 01 - 1 SIDE LAPS PENETRATION 9" APART 16 GA. W/ 6" APART - 3/8" RIB MTL. LATH MIN, 1 1 4 # 01 - 1 SIDE LAPS PENETRA ON 9" APART CEMENT ROOF TILES N / A SEE ARCHITECTURALS ROOF/WALL/FL D OR SHEATHING F L 0 0 R 10 GALV. EDGES - 4" 3/4' (APA 23/32") T & G .1480 0 x 3% C MMON FIELD - 6" - 48/24 EXPOSURE - 1 14AIL R 0 0 F .113" 0 x 2 3/8" 8D INK EDGES - 6" FIELD - 6" ZONE 1& 2 PER "ROOF 5 8'(APA 19/32") 40/20 EXPOSURE - 1 SANK FASCIA - 4" ZONE" DIAGRAM 0 x 2 3/8" 8D INK EDGES - 4" FIELD - 4" ZONE 3 MIN 4' or "a PER .113" ANK FASCIA - 4" ROOF ZONE" DIAG. (WHICHEVER IS GREATER) W A L L .131" m x 2 1/2"L BD C GALV. MON FDELDS - 6" WHERE DSL. SHEATHING IS REQUIRED, USE tOD NAILS 5 8" APA 19/32") 40 20 XPOSURE - 1 AIL SPACED AS NOTED FRAMING BUC S at EXTERIOR WINDOW BUCKS 099" 0 C L 12" O.C. ( 1 x 3 P.T. x 1 1/2" LONG 1/4" 0 x TA CONS 6" FROM ENDS 12" O.C. SEE D-20 SD ALT 2 x JAMB "C. M, S." OR W/ PRODUCT APPROVALS 1 1/2" EMB. AN HORS THROUGHOUT SLIDING GLASS DOORS .099" 0 C O I L 4" O.C. ( 1 x 4, 1 x 6 P.T. ) x 1 1/2' LONG IN MILS THROUGHOUT SEE WD-20ALT "C. M. S." 2 x JAMB 1/4" 0 x 12" O.C. IERIFY W/ PRODUCT APPROVALS 1 1/2" EMB. ANCHORS THROUGHOUT EXT. SWING DOORS ( 2 x JAMB WIDTH P.T. 1/4" 0 x "C. M. S." 12" O.C. SEE D-20 1 {/2» EMB. ANCHORS THROUGHOUT SD PER PRODUCT APPROVA NOTES : 1. STAPLES SHALL NOT BE USED FOR THE ATTACHMENT of UNDERLAYMENT, ANCHOR SHEETS, ASPHALT SH NGLES, TIN TABS, or ATTACHMENT of ROOF SHEATHING to FRAMING MEMBERS. 2. FASTENING of GARAGE DOORS, WINDOWS / S.G.D.'s and EXTERIOR SWING DOORS to FRAMING BUCKS SH LL BE PER MANUFACTURERS SPECS. 3. ALL FASCIA MATERIAL SHALL RE HAND FRAMED. 4. ALL NAILS TO BE GALVANIZED - TYPICAL ANCHOR SPECIFICATION TO BE USED, AS REFER CED IN THIS SCHEDULE, TO BE INSTALLED PER MANUF. SPECS - 'C.M.S.' - I T W BUILDE% "TAPCON' CONIC TE MASONRY SCREW ANCHOR - "WEDGE ANCHOR' - HILTI "KWIK-BOLT 3" EXPANSION ANCHOR - "P.A.F." PINS - HILTI "POWDER ACTUATE FASTENER" GABLE -END HIP ROOF ROOF ZONE UPLIFT DIAGRAM (ION COMPONENTS ABOVE ROOF SHEATHING) AT SLOPED ROOFS 1�0 0 70NE O - 47 PSF ZONE O - 81 PSF ZONE O - 119 PSF ran o 1-6 6 n "CAST-CRETEW SAFE LOAD TABLES SAFE GRAVITY LOADS OR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL 8" PRECAST & PRESTRESSED LOADS FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT �j SAFE LOAD PLF SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH BU BR-08 8F12-OB BFI6-00 BF20-08 BF24-00 8F28-0B BF32-OB TYPE LENGTH 8U8 8F8 REINF. CMU TYPE LENGTH 8F6-IT 8FI2-II 8F16-1T BF20-lT BF24-lT BF28-1T 8F32-IT BFB-ID 8FI2-1B BFIfi-tB Bf20-1@ BF24-1B 6F2B-10 8132-19 BFB-2T 8FI2-2T 8F16R BF20-2T 8F24-2i 0F28-2T BF32-2i 2'-10"(340 PRECAST 221 w69 4605 7547 8974 10394 11809 2-10"(340 PRECAST 1293 1642 2135 2'-10"(34'T PRECAST 1972 31 73 4460 5747 7034 8321 9608 3os9 4605 6113 BITS 7547 8974 19394 nao9 1ST. 3n} use 5747 7m4 e3z1. 9608 n S-8' (42 / PRECAST 22 1 3069 3719 3719 SIBS 5163 6607 8054 9w2 10951 V-6" (421 PRECAST 1025 1024 1830 V-6" (42"f PRECAST 1560 2111 3547 4569 5591 6613 7836 3069 7547 8974 10394 10951 15s9 zs2a 3547 4569 5591 6613 7636 4'-0" (480 PRECAST 1965 2561 2751 2751 M20 3820 4890 5961 5961 ]034 8107 8107 4-0' (48') PRECAST 765 763 1365 4'-0" (48' PRECAST 13Q 2192 3079 3966 4853 5740 6627 2561 7547 io34 1363 2192 M79 3966 4853 5740 6627 4'-6° (547 PRECAST 75 6224 4'-6" 54 PRECAST ( � 592 591 1057 4'-6" 54' PRECAST ( I20 ] t 940 272 4 3w8 4292 5077 5861 218i969 2109 5 C75 437 6113 BITS 7547 7547 8672 8672 10294 029 11809 1zm 19a9 zzza awe 429rz son sflsl 5 '-C 64 PRECAST 101 s 163 z 2z 90 2949 3W7 4265 4924 - " 64q PRECAST $' 4 ( / 121 1349 1999 3123 4249 '-4" 64 PRECAST $ q ( I 411 471 734 1016 1632 2290 2949 3607 426 5 4 924 1663 w90 W90 5365 7547 J547 J342 ri 873fi 8]33 " 1012]0 51-10'(701 PRECAST 909 1492 2694 3295 M97 4498 $'-1a"(70� PRECAST 10 1451 2090 2549 305 3470 5'-10" 70q PRECAST ( I 340 339 607 929 1492 2093 2093 2694 3195 }09J 4498 1451 2622 2622 4331 4360 J166 fiO3fi n ]1B1 , 0326 " V-6" (78') PRECAST 90 1238 2177 3480 3031 3707 43D 5061 6'-6" (781 PRECAST 507 721 483 6'-6" (78' PRECAST B35 1340 1880 2419 2959 3498 4038 1235 2177 3480 5381 8360 1039 U25 " B35 ll40 1880 2419 2959 J498 4038 7'-6" 90 PRECAST ( 727 1021 1634 n 2102 , 2571r 3039 350§ e 7'-6" (90') PRECAST 74 1011 1729 2632 2205 269E 3191 3685 7'-6- (90 PRECAST � 424 534 357 727 1166 1634 2102 2571 3039 3500 1011 1J29 2881 J898 5681 846J x 6N2 is 9'-4" (112') PRECAST 591 680 1133 1471 1811A 2152, 2494 1 9'-4' (112'T PRECAST 55 699 1160 1625 2564 3486 281E 3W2 9'_4• 112 PRECAST ( 0 326 512 227 591 851 1326 1705 2084 2463 2842 752 1245 1843 2564 3486 9705 6390 n IC-6"(126')PRECAST 530 ssz 9141 n@s„ 1458„ A32, 2ao7, 10'-6" 126 PRECAST ( ") 47 535 899 1247 2693 2n] 2163 2536 lo-6"(1261 PRECAST 284 401 178 530 686 1183 1526 1855 2204 2544 8 43 1052 b33 209} 2 781 3643 4]54 .-. I ll'-4" 136° PRECAST ( ) 474 485 798 1034 ,, 1272 1510 1749 is 11'-4'(136'T PRECAST 36 582 945 1366 1846 2423 3127 4006 11'-4" 1361 PRECAST ( 1 260 452 152 A94 599 1DN 1422 1738 2053 2369 540R32 945 1254 1684 2423 3127 06 12'-O'(144'0 PRECAST 33 540 1254 1684 2193 2805 3552 3552 12'-0"(144'G PRECAST 244 402 135 12'-O'(1447 PREC4ST 470 n 938 w 1649 1948 1 54o a73 L3 1254 1684 2193 zws 3552 ao 543 543 926 928 1349 1649 1948 2247 z2n 13'-4' 160q PRECAST ( / 29 Ol 765 1075 1428 1830 23I6 2883 13'-4" 160q PRECAST ( / 217 324 109 13'-4"(160') PREC45T - 418 3A .6 i. 703 " 962 . 1141 i. 1321 i. 471 755 1075 1428 153B 2316 2883 42B 455 770 1145 1444 171E 1993 14'-0" 168 PRECAST ( / 27 424 706 1002 1326 1697 2127 26M 14'-0".(168' PRECAST 205 293 98 14'-O'(1681 PRECAST 384 Us 346 559 , 723 6. 887,. 12a2 1218 n 442 ]06 1002 1326 tfi9] 21D 36w 410 420 709 low 14M 1694 1954 IC-8' 1761 PRESTRESSED ( / N.. MR MR MR MR MR NA MR 14'-8"(176'T PRESTRESSED N.R. 284 89 14'-8'(176") PRESTRESSED 2}9 - 245 32} 390 519 a 655 671 p 968 823 1324 976 1. 1625 " 1129 u IBA pi 458 7fl3 1370 1902 2245 2517 2712 15'-4'(184' PRESTRESSED N.. MR MR MR MR MR MR MR 15'-4"(1841 PRESTRESSED N.R. 259 82 IY-4"(1841 PRESTRESSED 224 302 4B5 tl 62fi " 767 , 909 n 1052 n 412 710 1250 1733 2058 2320 2513 z3o 3sa 6os Bw 122a 15s2, 1Bo1 n, 1Y-4'(208'T PRESTRESSED N.A. MR MR MR MR MR MR MR 1T-4" 208 PRESTRESSED ( 7 N.R. 194 63 1T-4'(208� PRESTRESSED 187 192 zss 303 404 „ 500 s20 , 732 s}7 993 7s4 „ 126Br, a7z „ 14701„ 300 548 950 1326 Ifi09 1849 2047 19'-4"(232'G PRESTRESSED N. . MR NR Nft NR MR MR MR 19'-4" 232 PRESTRESSED ( ' N.R. 148 51 19'-4' 232 PRESTRESSED ( 162 222 347 6, 40 " figs 1 646 " 746 " 235 420 ]Sp 10}] 1202 1515 1716 166 261 424 616 831 1057 . 1225,., 21'-4"(25fi0 PRESTRESSED N. . NR NR MR MR MR MR MR 21'-4'(256'T PRESTRESSED N.M. 125 42 21'-4'(2567 PRESTRESSED 142 198 306 01 393 n 480 r 567 1 854 (n 7 340 59B 845 1114 1359 1460 142 2w 369 531 713 903 1046 1 22'-0"(264' PRESTRESSED N.. MR MR MR MR MR MR MR 22'-0°(264' PRESTRESSED N. R, 1 16 39 22'-O'(264') PRESTRESSED 137 192 295 r 37B n 461 1 545 r1 629.n 165 315 550 784 1047 1285 1399 t37 221 354 500 681. 861 1 997 0 24,-0' 288 PRESTRESSED ( N, . MR MR MR MR Nft NR MR 24'-0" 288 PRESTRESSED ( N.R. 91 33 24'-0*(2881 PRESTRESSED 124 124 IJS 2w 267 ro 316 341 4w 416 1 600 CA 491,4 756 "j 566 w B75 r IN 250 oo 654 fl04 ,N." 1222 (#) THE NUMBERS IN PARENTHESIS GR40 FIELD ADDED REBAR, ARE PERCENT REDUCTIONS FOR , SEE NOTE 18 (#) THE NUMBERS IN PARENTHESIS FOR GR40 FIELD ADDED REBAR. ARE PERCENT REDUCTIONS - All VALUES T - ALL PRECAST EN FROM -SAFE LOAD TABLES" by CASCRETE, JUNE 2003 EDITION - - PRECAST PRODUCTS BY OTHERS TO MEET ., EXCEED VALUES STATED ABOVE - RODUCTS ARE TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS - - PROVIDE MINIMUM 4" of BEARING PAST EACH SIDE of WINDOW OPENING - "S#-" -SPECIAL CONNECTION VER: Oi2 SIDE -A SIDE-B CAP : 8"W X ii"H X "W" W/ (2) 3/4" THRU-BOLTS CAP : 12"L X 7"W W/ (3) 3/4" X 71 "NELSON STUDS" TYPICAL CAP 2" T P. w/ Ali .RECESS "r COLUMN PER PLAN RECESS _ .ip..+ +:..i.`:p. .o ALT. RECESS h;;:I GROU TYPICAL ( 1 r BASE PL r r„ (4) ANCHORS 12" 2 T35 T4 W46 3) AP W/ COT 11- � a pp \ +Tu1. N ATE + TYPICAL BASE TYP. COLUMN :TUBE STEEL, SIZE PER PLAN, TYP.,FILLED SOLID TYP. SEAT PLATE : 1/2"T STEEL FOR ALL GIRDER BEARINGS TYP. TYP. BASE PLATE : SIZE ABV. X 3/4"T STEEL TYP. W/ 7/8" HOLES FOR 3/4" WEDGE ANCHORS TYP. BALCONY SLAB : 2" RECESS W/ 4" EMBED, U.N.O. ALL OTHER SLAB : 4" RECESS W/ 6" EMBED, U.N.O. STEEL COLUMN DETAIL GDR / + 1/4 2" ro VER_ 4» i4» FRONT SIDE TOP CC VV HANGER to MASONRY : 6 - WEDGE ANCHORS to HANGER 3 - THRU-BOLTS O �� GIRDER : +i TOP FRONT SIDE ti4 HANGER to MASONRY : 4 - WEDGE ANCHORS ER : 2 - THRU-BOLTS GIRDER to HANG {{ O l� WEDGE ANCHORS : 3/4" Dia. x 4" EMB. HILT] "KWIK-BOLT II" THRU-BOLTS : 3/4" Dia. W/ NUTS and WASHERS GIRDER to MASONRY - ALL STEEL TO BE CON'T 1/4" FILLET WELD TYP. - N. T. S. - ALL STEEL TO BE ALL STEEL TO BE 104"TAi1/4 AIL ETU.N.O. TYP. - N. T. S. - ALL STEEL TO BE i/4 , ASTM A36 U.N.O. - / - PROVIDE 13/16" HOLES FOR ALL BOLTS AS REQUIRED - - PROVIDE 13/i6 Dia. HOLES FOR ALL BOLTS AS REQUIRED - - PAINT FINAL ASSEMBLY - - CONTRACTOR TO VERIFY FIT - - PAINT FINAL ASSEMBLY - - CONTRACTOR TO VERIFY FIT - iIE- ASSUMES 5 1/2"H BOTTOM CHORD (ADJUST ACCORDINGLY) - - FIELD VERIFY ALL CONDITIONS PRIOR TO FABRICATION - - TRUSS CO. TO PROVIDE ADD'T VERT. FOR BOLTS AS REQ. - - GDR "W" IS DEPENDANT ON NUMBER OF PLIES PER TRUSS CO - - GDR "W" IS DEPENDANT ON NUMBER OF PLIES PER TRUSS CO - - ALL WEDGE ANCHORS to BE STAINLESS STEEL - ALL EXTERIOR AND / OR EXPOSED STEEL TO BE GALVANIZED - - ANY STEEL EMBEDDED IN CONCRETE DOES NOT NEED TO BE GALVANIZED - - ALL OTHER STEEL TO HAVE CORROSION RESISTANT PRIMER - MISCELLAN E O U S DETAILS 3'-0' 11 3'-0" AN MEMBERS (61) O ADD 2 X 4 S.Y.P. # 2 NAILER SPLICE AT MID - at EA. TRUSS W/ (2) 16D NAILS to TOP/BOT TRUSS CHORD (N/A W/ VERT. WEB) 2} TYP. FLOOR 4 2'- C' Taus SLICE AT COMMON 2'-0" 2 O 2 X 6 S.Y.P. # 2 "STRONGBACK" VERT. MEMBER (4'L W/ (3) 10D ALT. 2-16D) NAILS to NAILER 'A , or TO VERTICAL NAILER O 4 VERT. WEB CHORD "B" AS ALLOWED (PLACE 0 2 ANYWHERE BETW. FLR. TRUSSES) AT ENDS, PROVIDE 2 X 6 P.T. NAILER W/ (4) 1/4" X 3 1/2"L 2 l4J TAPCONS to MASONRY or 2 X 4 'X" - BRACE 1 --- L ® PROVIDE 2 X 6 S.Y.P. # 2 at SPLICES, AS SHOWN ABOVE, W/ (3) 10D (or ALT. (2) 16D) NAILS 9 at ENDS & 24 O.C. TYP. SB ONG LACK° DETAIL N. T. S. - "STRONGBACK" SPEC. ABO1�L IS TO BE INSTALLED IN ABSENCE of REQUIREMENTS FR6M THE TRUSS MANUF. CO. - "STRONGBACKS" TO BE LOCATED MIN. 8 FT. O.C. THROUGH FLOOR -TRUSS SPAN. ADD 2 X 4 "X" - BRACE EVERY 20 FT. LENGTH. &�;ilz b & d i1 PER TRUSS lO TOP/BOTTOM PLATE : 2 X 6 SYP # 2 W/ (3) 10D NAILS TO BLOCKING or TRUSS ABOVE & BELOW TYPICAL. (ALT. 10D NAILS ALONG TRUSS 6" O.C.) O WALL : 2 X 6 SYP # 2 STUDS i6" O.C. W/ (3) 10D TOE -NAILS TO TOP/BOT, PLATE TYPICAL O3 SHEATHING : APPLY TO OUTSIDE PER FASTENER SCHEDULE" ON SHEET "SDi" ® BLOCKING : 2 X 4 SYP # 2 at 24" O.C. W/ (3) 10D TOE -NAILS (2/1 PER SIDE) AT EA. END TO TRUSS MASONRY WALL O5 NAILER 1 : 2 X 4 SYP # 2 W/ (3) 10D NAILS AT TRUSS TOP/BOT. CHORD & EA. PARALLEL PLAN WEB IN BETWEEN © NAILER 2 : 2 X 4 SYP # 2 P.T. W/ 1/4" O / n TAPCONS W/ 2 EMBED 12 O.C. TO 1�GJ/ MASONRY I F IN -FILL FRAME WALL N. T. S. - SEE PLAN LOR EXACT LOCATIONS - REVISIONS: SHEET DATA: MODEL: 6511 COMMUNITY: RIVERBEND LOT #: 44 DRAWN BY: SM/RC CHECKED BY: RC/VH DATE: 03-28-18 SHEET DESCRIPTION STRUCTURAL NOTES MISC. SCHEDULES & "S#-)) DETAILS ELEVATION: D GARAGE: RIGHT BRENNAN ENGINEERING INC 1600 S, DIXIE HWY. STE 400 BOCA RATON, FLORIDA 33432 (561) 392-3748 E.B. # 7686 P.E. # 72387 SHEET: I SDI Victor Hernandez \\1V CT f // Z� T Q3 m:yZ - FN- �F_.,.J a'p i O c� E.B. # 768611111.72 (r- i WALL SECTIONS MISCELLANEOUS TYPICAL DETAILS -� w ROOF : BY OTHERS OVER 5/8" TRUSSES : APP. ENGINEERED WOOD CONC. BEAM STL. CORNER BAR BOND -BEAM STL. CORNER BAR BOTTOM CHORD OF PRE -FA B LATERAL BRACE : 1 x 4 S.Y.P. # 2, C.D.X. PLYWOOD (SEE ARCH. PLANS) 12 at 24" O.C. ALL TRUSS BRACING ROOF TRUSS OUTER STL ONLY TRUSSES 0 4" O.C., TYP. L FASTEN TO TOP of EA. TRUSS BOT, SLOPE TO BE PLACED AS SHOWN ON TRUSS LAP LAP BUCK to MASONRY : SEE "PRODUCT APPROVAL" FOR ALL (SHOWN IN PLAN VIEW) CHORD W/ 3 - 10D NAILS TYP. *TRUSS TO BOND -BEAM : PER ELEV ENGINEERING (SEE ROOF LAYOUTS FOR APPROVED ANCHOR TYPES O 1 2 GARAGE DOOR /45 TRUSS OVERHANG TYPE, CANT or STD.) BUCK: 2 x 6 S.P. # 2 P.T. WOOD BY OTHERS L \ MOISTURE BARRIER : AS PART of TRUSS sstiti `s ANCHOR W/ ALT. 30 # FELT PAPER a BETWEEN ROOF -TRUSS & MASONRY BRACING : PER DTL. 39 AS ®EA. SIDE OF GARAGE DOOR r INDICATED ON ROOF PLAN t z ___ CROSS INSIDE STL. GARAGE DOOR OPNG. c T. of BEAM, B, of TRUSS �' � ' 1 • r FASCIA : PER ARCH. PLANS, ", • . SLAB _ - - ' • w -°- -1 TYP, at TOP of 1ST or 2ND FLR. MASONRY \/ T. of BM a T. of BM a 10'-0- MAX. W/ 3 - 12D GUN -NAILS to _�� '4' „ WALLS SUPPORTING ROOF TRUSSES to BE 8• X 16" /� ° ° - r : • _M Ir ~� EACH TRUSS - _' _� LINTEL BLOCK CCdJRSE/S W/ STEEL IN POURED I ILI MASONRY WALL MASONRCOLUMN (C.B.S. OR "0" BLK) 0 20'-�M X. / I• CONCRETE, U.N.O. (SEE BEAM SCHEDULE) d O1 FOR ROOF TRUSSES SPANNING UP TO 10'-0'L : / r '• zSIMPSON "HGAM10" TO T. of BEAM W/ (4 SDS = r GARAGE "BUCK"DTL. O SOFFIT : PER ARCH. PLANS O.H. PER I ; ii ALT. DROP LINTELS 1/4" X 1-1/2' SCREWS TO TRUSS W/ (43 _ Ig i __ 0 ; n o • C L ALT. ({jQ v ELEV'S I • iii I' 'r OVER OPENINGS W/ 2 - REINF. TO BE CON'T FROM FTG. TO TIE -BEAM W ALL N. T. W is STEEL PER PLAN 1/4" X 2-3/4' TITEN SCREWS TO T. of MASONRY 1 s Y PROVIDE SAME STEEL IN CORRECT LOCATION PER ACT" DETAILS & DEVELOPMENT LENGTHS ADHERE TO. c PER PLAN T. of WINDOWS PER ELEVATIONS / ADD W ALT. MID -STEEL u___L� ADD W DBL. BOND -BEAM - GARAGE DOOR MANUF, TO PROVIDE ATTACHMENT TO "BUCK" o °Ni BRACE ; 2 x 4 S.Y. P. # 2, ry f • n - _ _ WI WINDOWS - - - - - FOR ROOF TRUSSES SPANNING 10'-O" TO 30'-0"L PLAN & EPDXY W EMBED PER STEEL SIZE ABOVE. / / FASTEN TO TOP of EA. TRUSS BOT. " O2 ADD SIMPSON "HTSM20" W/ (4) 1/4" X 2-1/4" TI ENo CHORD W/ 3 - 10D NAILS TYP. ' ELEVATION PLAN ELEVATION PLAN ac SCREWS TO MASONRY W/ (8) 10D NAILS TO TRUSS USE SIMPSON "SET-XP" 2-PART EPDXY, (PROVIDE AT 20' INTERVALS) EXT. WALL : DECORATIVE C.M.U.W/ ITIOUS o 1r FINISH OVR. 8" X 16" .U. W/ # 5 BARS FLOOR : WDGYPCRETEOVER DECK OVER 3/4" o INSTALLED PER MANUFACTURER'S SPECS CONCRETE BEAM BOND -BEAM PROVIDE HOOK BAR 10" INTO CELLS IN FILLED CELLS PER "COLUMN SCHED. T & G C.D.X. SHEATHING OVER FLOOR -TRUSS, MISSED ROOF TRUSS STRAP MISSED DOWEL h^ ALL FLOOR SHEATHING TO EXTEND MIN. 1/2" o TYP. MASONRY GORNER (UP or DOWN) (TOP STEEL ONLY) W/ 30" / FROM MASONRY WALL (TYP.) � - NO MULTIPLE QUANTITY RESTRICTIONS - NO MULTIPLE QUANTITY RESTRICTIONS 30" LAP TO BOND -BEAM STEEL MOISTURE BARRIER : PROV. 30 # FELT - ANY MISSED GIRDERS ANCHORS TO BE ADDRESSED 1 II 12'-9" T. of "BB-1" 5 SEPARATELY ON A CASE BY CASE BASIS 1 1 UPPER BOND -BEAM STEEL PAPER BETW. ROOF-TRS &MASONRY I ' -- - - o o - LAP ALL STEEL PER MIN. REQUIREMENTS AS N. T. S. INSTALL AS PER MANUF. SPECIFICATIONS STATED IN "STRUCTURAL NOTES (SHEET "SDI") CON'T IN CONCRETE FILLED - QUANTITY of CORNER BARS DETERMINED BY yy yy .. "LINTEL BLOCK/S" CATS : 2 x 6 S.Y.P. # 2 (FLAT) CATS at 30" O.C. W/ (4) 1/4" x 2" EMB. 12'_i" T. of "BB-10 _I ; aTYP. REPAIR DETAILS MIN. INTERSECT NG BEAM STEEL o DOWEL STEEL in CONCRETE T. OF BEAM C TAPCONS to BEAM W/ 3 -i6D NAILS NAILS FROM EA. TRUSS TYP. (USE LE., IF 6-BAR CONCRETE BEAM INTERSECTS W "BB-1" BB-2 9TL _ - - "BB-1° (PERPENDICULARI a °BB-2" (PARALLEL) : r &-- NO MULTIP E QUANTITY RESTRICiTONS bNLY 1 CORNER BAR WILL BE REQUIRED, ETC.) FILLED CELL CONTINUOUS ALT. "A1" ANCHOR at 24" O.C. FOR TRUSS THAT RUNS ON TOP of WALL) TYP. at . of 1ST. FLR. TAASONRY WALLS SUP- f o = - ANY MISS GIRDERS ANCHORS TO BE ADDRESSED As REQ. d < HOOKED INTO BEAM. �'• "BB-1" DIAGONAL BRACE : 2 x 4 S.Y.P. # 2 at 24" O.C., at 45 DEG., FASTEN H PORTING FLR. TRUSSES to BE (i) a (2) 8" X 16" i' _ a N SEPARATEL ON A CASE BY CASE BASIS STEEL TO TO of EA. TRUSS BOT. CHORD W 3 - 16D NAILS, EXTEND to 2ND LINTEL BLOCK COURSE/S W/ STEEL IN POURED "1 ' -PERPENI)ICULA - - --PARALLA c aIEiIPADD'T PAD -OUT : (1) ADD'T 2X S.Y.P. # 2 ALLOWED TO DETAILS BELOW W/ (2) ROWS OF 10D 1 ( ) TIE -BEAM STEP DOWN E TRUSS OVER INTERIOR WALL SEE PLAN FOR TYP. LOCATIONS at PATIOS CONCRETE, U.N.O. (SEE BEAM SCHEDULE) ' . a o' ADDT PAD -OUT : ADD ADD'T 2 X S.Y.P. 1112 AS �_ -,, _---i NAILS at 12" O.G. a = _ - 1 ALTDROP LINTELS z '•o r REQUIRED W/ (2) ROWS OF 1 NAILS of 12" O.C. '1-� _ ''�H. FRAME WALL PER PLAN _ �•r "BB-2' TRUSS BRACING •'� 41EjIFALL MASONRY WALLS TO PROVIDE 9 f•. [OVER OPENINGS W/ i'i ° A :° STEEL GUAGE LADDER TYPE HORIZONTAL 1 i'STEEL PER PLAN o NAILER TO STEEL : 2 X S. P. # 2 W/ o BB-2 sT-AS REQ. 3 9n r WINDOW S.G.D. WINDOW S.G.D. H. - SEE ROOF LAYOUT FOR TYP. LOCATIONS - N. T. S. - - -JOINT REINFORCING at 16" O.C. MIN. 1 ° q T. of MNDOWS PER EL1VAl10NS z .177" X 1/2" EMB. P.A.F. (PINS) at a AS REQ. ° r^.: C 1(EVERY OTHER COURSE) MIN - - - - - - - - - 16" O.C. or 1/4" X 2 3/4 SELF -TAPPING i i ;, SCREWS *- - i',i STEEL COLUMN 30" °_ DROP "V-SET" TRUSS SILLS : PRECAST or 8" X 8" POURED `- " # for OUTLOOKER CONC. W/ 1 # 5 BAR, EMBED 4" INTO-�_-==-�-fi- 1 x S.Y.P. 2 BUCK _==----==mow- 2 X S.Y.P.2 P.T. NAILER W TYP. STEEL LOCATION ]__----' ___ .._ - - - . r:: FOOTINGS : SEE FOOTING SCHEDULE # SD NAILS at 6" O.C. - -- - -- CONC. W/ CELLS AT EA. SIDE. FOR SPANS o .177" X 1 2 EMB. "P.A.F." PINS LOWER BOND -BEAM STEEL CON'T IN r-_ r = (FOUNDATION PLAN FOR SIZE & STL REQ. STEEL COLUMN PAD —OUT / " ( ) OR AS REQUIRED-____-_ rcc===rc<_=r=c==_____--' GREATER THAN 6'-0", PROV. # 5 DOWELS ;;'''"I ) at 16" O.C. to STL. COLUMN or 1/4" 2 x S.Y.P. # 2 BUCK CONCRETE FILLED "LINTEL BLOCK/S" p� " d 9 X 2 3/4" SELF -TAPPING SCREWS 10D NAILS at 6" O.C. TIED TO SILL EVERY 4'-0" O.C. MAX. - SLAB : SEE FOUNDATION PLAN FOR EXACT o v �/ � SIZE AND STEEL OVER APPROVED VAPOR o TYP. P. BOND —BEAM STEP 2 x 6 OUILOOKER f EXT. WALL : DECORATIVE CEMENTITIOUS t ©-STEEL COLUMN NAILER O - FRAME WALL BUCK `L 6 FINISH OVR. 8" X 16" C.M.U. W/ g 5 BARS BARRIER OVER WELL COMPACTED POISONED - SEE FLOOR/ROOF L.O. FOR ALL STEPS IN BOND -BEAMS - N. T. S. -- IN FILLED CELLS PER "COLUMN SCHED." p. iu (SEE FOUNDATION PLAN for ANY ADDT STL.) � - SEE PLAN FOR EXACT BOND -BEAM and DOWEL STEEL - 8" - LAP ALL STEEL MIN. 48 BAR DIAMETERS, U.N.O. - 1• B PAD OUT 1 TO MASONRY : 1 X or 2 X T P. MASONRY WALL RECESS : 1 1/2" TYP. AROUND EXTERIOR i P.T. MATERIAL AS RE. W/ 1/4" TAPCONS PERIMETER WALL v 1 MASONRY WALL EXTERIOR DOOR W 2' EMBED 12" O.C. STAGGERED 4' ! T. of SLAB NAILER : (1) 2 X S.Y.P. # 2 P.T. / A : 2 # 5 BARS DIAGONAL SPACED 2" MIN. - 6" MAX. FROM ARCH EDGE E TYP. - FOR 13 -20"W BEAM, USE 3 BARS -FOR 21"-24"W BEAM, USE 4 BARS OUTLOOKER : MIN. 2 X 6 S.Y.P. # 2 at 4" MIN., GRADE �. - - a EXT INT � �TO CMU WALL W/ 1/4" X 6" LG 2X JAMB WIDTH © PAD -OUT 2 TO "PAD -OUT 1" : iX a 2X B : EXTEND BARS MIN. to MIDDLE of OVERALL BEAM HGT. TYP. 24" O.C. W/ 3 - 10D TOE -NAILS to 1ST FASCIA : SEE DETAIL 1 to T. of SLAB FIN. GRADE I. . l IIIr ' '_' 1-STORY TAPCONS AT 8" O.C. P.T. BUCK SYP # 2 W/ TAPCONS PER ABOVE or tOD C : FOR SINGLE ARCH, DIAGONAL BARS REQUIRED WHERE "C EXCEEDS i6" TRUSS IN, W /, SIMPSON"A34" W/ 4 - 8D _ I { -III, hIII NAILER : (3) 2 X S.Y.P. # 2 % NAILS (2X) or BD NAILS (IX) 10" O.C. D : EXTEND BARS PAST VERTICAL DOWELS at SIDES TYP. NAILS to 1ROSS & OUTLOOKEfI (2 LOC.) REVISIONS: 12" MIN., GRADE L III- I- -II 2_r (P.T. AT CMU) W/ 1/4" X STUD : (4) 2 x S.Y.P, # 2 W/ DOOR STAGGERED E : 4" MIN. to VERIFY W WINDOW MAUNFACTURER -_- - --11 6" LG TAPCONS AT 8' O.C. 10d NAILS at 6" O.C. AS SHOWN F : FOR MULTIPLE WINDOWS �2 or MORE DIAGONAL STEEL REQ. AS SHOWN to B. of FTG. _ - - - - ,- � "OUILOOKER" to BEAM : SIMPSON BLOCKING : 2 x 4 P.T. BETW, 1- I I III-111-III. I I' MASONRY WALL and COLUMN PER PLAN G : SONOTUBE STEEL TO EXT NO INTO BEAM META16" W/ 5 - 10D x 1 1/2" ALL "OUTLOOKERS" W/ 2 - 16D NAIL NCH NAILS EA D. TYP. SEA OR TYP. NA EN WINDOW S.G.D: SIDE JAMB H rr t,' .0 f WALL SECTION I / 2 - - _--= = CROSS W/ I IIl' <� ll'l. CROSS W/ .• ]------- ALT. MULT. ARCH MULT ARCH: r _ram r r r 1 WOOD WALL : SEE PLAN FOR WIDTH 1 X 4 — .a Ili m ldm ; i ' 41F - REFER TO "TRUSS ANCHOR SCHEDULE" on "FLOOR/ROOF LAYOUT" PLAN" - N. T. S. P.T. BUCK TOP JAMB ?"i � � `s - -- WOOD TO MASONRY .• ';•�.:� / �; `" � " �-'2 x s ourtooKER - NAIL ALL SHEATHING PER °FASTENER SCHEDULE" ON SHEET "SDI" WOOD STUDS 1 : (2) 2 x 8 BUCK to PAD OUT : 10D or 8D NAILS PER > '' ' �' ° ' • " � .i': � `.' -.-L-' -� - SEE ARCHITECTURAL PLANS FOR ALL OTHER INFO - g" 8" -WINDOW $, G D. - f Lf G fl 1 A S.Y.P. g2 W/ tOd NAILS ABOVE (NOT STAGGERED) F' E' ! p' ;" ----- WALL at 4" O.C. 1I A II' 9' I+i�p" BLOCKING iE 2 X 4 S.Y.P. # 2 at ROOF 8" 'NAIL DBL. TOP PLATE TOGETHER W/ 10D GUN -NAILS ENT - -_ WINDOW/DOOR BUCK DTL. I f l; III I- - -- ----- SHTG. PAN L JOINTS (2ND TRUSS IN), p m. AT 12' D.C. W/ 48" LAPS W/ (12) 10D GUN -NAILS WOOD STUDS : (6) 2 x 6 EXT -'!- % WOOD STUDS 2 : (4) 2 x 6 2 0 -THIS DIAGRAM IS A GENERAL DEPICTION of BUCKS AS N. T. S. Hal " FASTEN TO TRUSS TOP CHORD W/ �. 1-STORY TRUSS to 2ND — — r.H,H SHEET DATA: -"' - S.Y.P. # 2 W/ 10d NAILS 3 - 10D TOE -NAILS FLOOR HEADER WALL to MSNRY ALT. HEADER S.Y.P. # 2 W/ 10d NAILS at 6" O.C. AS SHOWN SPECIFIED. VERIFY EXACT LOCATION of BUCKS PER STL. COL. MULTIPLE MSNRY SONOTUBE L MSNRY SONOTUBE L SINGLE STL. COL T. of WALL at 6' O.C. AS SHOWN MANUFACTURERS REQUIREMENTS. (SEE ARCHITECTURALS) RAKE BEAM : PER SHEET ^ LOT. BRACE RAT -RUNS : PER DTL. 39 - - - ( ) / DETAIL m BELOW 5b - M A S O N R Y (SEE ROOF L.O. FOR LOCA61- T DNS) 1 3 3 BUCK MASONRY SCHEDULE ON C.M.S." ANCHORS "" �R MODEL: 6511 41E SEE "FASTENER SCHEDULE' on SH T SDI --_ _ _ 24° _4 a ¢ VERIFY ALL CONDITIONS IN FIELD - d TRs/Jolsr to WALL :I°II _ __ _____ ____ ____ COMMUNITY: RIVERBEND 2 24" O.C., SEE ROOF_ HEADER DBL. Pl. w/ iIF41F SEE L or F BELOW FOR ALT, ARCH IF BEAM POURED STRAIGHT - ___-_ _-- ---- ROOF LAYOUT FOR__ PER PLAN%' WOOD WALL : SEEP N FOR WIDTH LOT #: 44 ANCHOR SPEC \ 2 - WINDOW S.G D. A E CHOR - ANCHOR THRU BUCK TO 2 x 4 S.P. / 2 NAILER RUN CON'T ALONG _ T w/ WOOD T WOOD MASO RY W C.M.S. ONCRETE�MASONRY SCREW) ANCHORS -SEE PLAN FOR DETAIL SUGGESTED TO USE - BOT. CHORD LINE, ANCHOR TO MASONRY /— 2 oD NAHis SEE W'INDO MANUFACT RERS SP CIFICATIONS FOR APCONS W/ 1/4" x 2" EMB. TAPCONS 0 24" O.C. 0 2 TOP PL. to WALL : 5 (� SIZE and SPACING FOR ASSEMBLIES TO MEET DESIGN *ANGLE BRACE : 2 X 6 S.Y.P. 2 at 45 DEG, ANCHOR rD DRAWN BY: SM/RC 12 PER PLAN cl -- / O 2 - 2 X S.Y.P. # 2 W/ ° ° H H -' '— CORNER WALL CONNECTION DETAILS PRESSURES AS STATED ON ARCHITECTURAL PLANS. P.T. FRAME W/ 3 - 10D at EA. END •�/p�� o SIMPSON "SPH"W 5 - lOD > 12 ALT. DROPPED ALT FRAME DOWN (PLACE at FRONT & REAR FOR ARCHWAYS GRTR. THAN VW) I IrIVAL ROOF OVERHANG CHECKED BY: RC/VH N HN- 12 NAILS EA. SIDE T/YP. (10 TOT.) ' �' HEADER BELOW HEADER O N. T. S. - DOOR FRAME ANCHOR - PER MANUFACTURERS SPECS. ALT. TOP PL. to TRUSS : 2 X 6 S.Y.P. 2 MIN. HGT : 1 1/2" W/ 2 X DATE: 03-28-18 �w H W/ 3 - 16D NAILS to EACH TRUSS TYP. TOP FRAME MEMBER pX, g \ STUD to STEEL COL : A 14 ER ---a - O WALL : 2 X S.Y.P. 2 STUD t Qb .177" X 2"L HILT] PINS 2 K P OUTLOOKER T OP PLATE --- PER PLAN at 16" D.., U.N. PNG D L H (PAF) at 24' O.C. O��OOpNFRN SIMPSON "Hi"OW) (6) BD NAILS a L' - 1 ALT. STL. COLUMN GYPCRETE DECK OVER. I SEE DETAIL "7F" FOR WALL CONNECTIONS AT ROOF TYP. Oj NAILER : CON'T 2 X 4 S.Y.P. # 2a .ROOF ,, TO TRUSS W/ (4 8D NAILS TO PLATE STUD to MASONRY : -- 3 4" C,Dx. T & G PLYNO T. of BM_ PER PLAN W/ (3) 111 NAILS TO EA. STUD s 2 x P.r. w/ 1�a" x _ - SHEET DESCRIPTION: l 0 2" EMB. TAPC S 38" 4 - WALL STUDS WALL : 2 X S.Y.P. 2 STUDS g 19 at 12" O.C. TYP. = WNDW BUCK : 1 X -- - --- -- -._ -- - --- - - CON'T W� 2 - 10D NLS6• ' TOP PLATE/HEADER WALL SEN.ps ,; � PER PLAN 16" O.C. DON'T FROM 17 18 6' nI - -- B. of FLOOR -TRUSS BRG. TO EA. LOCK TYP. �j STUD TO _ - -- rj GYPCREIE DECK OVER. N� TS " a : + 6 'SYSTEM az - 1.. I •SmFM nz• 1'-4" !�- c� SIMPSON "H8" W 8D NAILS PER PLAN riuD T. of FLOOR 4 TOP CHORD BRG. TOP CHORD BRIG. OOFO WALL to WALL": SIMPSON "SP" W/ Z 1/2 CIRCLE w a (FILL ALL HOLES) TYPICAL C DI OTA I NS S Y n v L --- -- --- --- - - - - - - - FLOOR 2 B��ou s5 TRUSS (6) 10D X 1.5 L NAILS (3/SIDE) - BLOCKING :MIN. 2 X 4 S.Y.P. 2 SPACED Q w --- LOl� v 5 BOT. PL. to GDR./RIBBON : 2 X S.Y.P. # 2 rrORPBUa 24" O.C. q 6" APART. ANCHOR to SHEATHING W ��_ y 8 10 W/ 16D NAILS at 8" O.0 TYP. // TYPE 4 OD NAILS EA. X 1 00¢ PAR PERPENDICULAR 3 PERPENDICULARS 3 PARALLEL -� ' - _�-/ - _ TRUSS .•' ......i A O _° . L E V A T I 0 D 3 1 SIDE _ - - *SIDES 2 X 8 P.T.� 145° 1 2" 6 BOTTOM PL to STUD W 2 - 10D NAILS FROM �_ ro / PLATE to EA. STUD W/SIMPSON "SPH"W I `� .� " _ Z EMB. P.A.F. (PINS) at 6 O.C. W� ALT. z"' E N; LL r---------f --- - - - ---- ✓+ `� 3/16" X 1 1/2" EMB. "C.M.S." ANC. at 12 O.C. (MIN. 3) �w� _ 7 5 - 10D NAILS EA. SIDE TYP. (10 TOTALS a 5 TYPICAL HEADER (SIMPSON "SPH" N/A W/ SLOPED TRS/GDR) O BLOCKING 1 : 2 X 4 P.T. WOOD BLOCKING, ANCHOR to MASONRY W/ 1/4" TAPC NS W/ ¢ *TOP- 2 X 8 P.T. W/ 3/16" X 1 1/2" EMB. "C.M.S." a o" c— PER PLAN 18 I I 1 FLOOR 3 ANC. at 8" O.C. TYP. at EYEBROW & i 2 CIR. I —�� RIGHT �� T� T TT 2' EMBED AT MIDDLE OF BLOCK (MIN. 3 PER BLOCK) 1 / ) GARAGE, RIGH 1 i 7 2ND FLR STUDS to EST FLR. WALL : FLOOR AJC CHASE I A[C TRUSS r NOT REQ. at G,4 AGE O.H. QOORS a OPEN " " 2 -STUDS IN LINE :ESTFSIMPSON "MSTA49" W 7 - 100 EA. END j CI CSE z ARCH at LANAI PATIO AREAS O BLOCKING 2 : 2 X 6 S.Y.P. # 2 AT PLYWOOD SEAMS AT 24" O.C., W/ (2) 1 D TRUSS o 1 JACK STUD UNDER HEADER TYP. - STUDS NOT IN LINE : SIMPSON "LSTA 6" W/ 7 -10D to 2 ( ) USS t0 1ST 0 2ND FLR. STUD & 1ST FLR, DBL TOP PLATE (WRAP) NAILS EA. END WA 1ST TRUSS SPACE W/ SIMPSON "H3" CLIP PLACED I I , W/ (2) FULL HGT. STUDS a n FLODR HORIZONTAL W/ (4) 8D NAILS EA. END TO NAILER • H , -� _ 12 ® 2ND FLR STUDS to GIRDER : SIMPSON "LSTA36" W/ 7 - 10D L_ ___.1 ° _-_______--___ e; v� r NAILS EA. END TYP. O TRUSS to MASONRY : SIMPSON "HU48" W/ (6) 10D NAILS TO TRUSS (3/SIDE) W '_- _ = EYEBROW O BALLOON FRAME 0 14 1/4- X 2 3 4 L TITEN _-� � ALT. 2 X 6 8 BLKG. W 3- 10D NAILS LK SIDE i 12 u 3 9 NOTCHED STUD : MAX. 2" X 2" IN 2 STUDS IN A ROW MAX. / / / -SEE "ROOF OVERHANG" ABOVE FOR ALL OTHER REQ. 6 PROV. 2 X 4 S.Y.P # 2 STUD TURNED SIDEWAYS ("L" BRACE) ® NAILER : 2 X 6 P.T. CON'T W/ 1/2" EXPANSION BOLTS W/ 4" EMBED / 3 ALT. 1/2" WEDGE ANCHOR W/ 4" EMB. (1/SDE) - SEE "D-7F" ON THIS SHEET FOR ALL OTHER FRAME WALL N Q3 FLOOR -TRUSS TO DBL T. PLATE : REQUIREMENTS TO REMAIN THE SAME 11 &ANCHOR FROM "NOTCHED STUD" W/ tOD NAILS at 8" O.C. WASHERS AT 24" O.C. ° 2'-O" SIMPSON "H3" CLIP W/ 8D NAILS (SEE WiNDOW BUCK DTL FOR TYP. BUCKS) -- �ii 10 tP RIBBON : 2 X 4 S.Y.P. # 2 CON'T W/ 3 - i6D NAILS to EA. IRS. HANGER BEARING I \ EA. END. (FILL ALL HOLES) I WINDOW OPNG. UP TO 6'-4' OPNG '' 8'W X 8"H MIN. POURED CONCRETE RAKE BEAM W/ 1 # 5 BAR �� _ T. of MSNRY I --IN LENGTH REQ. fa GAR. O.H. DOORS or OPEN "LANAI/PATIO' ARCHWAYSCON'T W/ # 5 VERT, DOWELS W/ STD. HOOK 4'-8" O.C. MAX. ,. or SLAB T ° m B. PLATE to SLAB :1/2" X 6" EMB. WEDGE -ANCHOR 24" O.C. 8 BOT' 0 M CHORD B R G. ABOVE OPENINGS, TiED TO ONE SIDE OF BEAM STEEL, TYP. ALT_REC._j II W/ 3" X 3" X 1/4" WSSHRS."IN 9/16" HOLE CENTERED. SPACE O W/ ROOF AND/OR FLOOR TRUSS & F R A M E ® iZT FROM EA. CORNER & 6 FROM EA. SIDE OF SPLICES. (EMB. IS FROM LOWEST SLAB ELEV. at RECESSED AREAS) STUD to B. PLATE : FILL ALL MASONRY SOLID to 1: MIN. 2 - 16D TOE -NAILS (i/SIDE) 2ND FLR RAKE BEAM ABV. OPENING - ARCHWAYS ABOVE ASSUMED TO BE 8"W, and INCREASE TYP. # 5 DOWELS FROM _j B R E N N N 12 FIRESTOP BLOCKING : 2 X S.Y.P. # 2 AS REQUIRED PER CODE TIE x 3 A CORNER BAR, PRECAST to RAKE BEAM 1 B. PLATE to FLOOR : LUMBER SIZE ACCORDINGLY FOR 12" NODE ARCHES TIE TO RAKE BEAM and 16D NAILS 0 8" O.C. to TRUSS GYPCRETE DECK OVER. 4IE - USE 2 - 2 X 6 MATERIAL FOR 16"W ARCHES TIE -BEAM STEEL TYP. (V' ALT. B. PLATE to MASONRY WALL : i 4" TAPCONS W 3" EMBEDMENT at 6" O.C. (CENTERED] - 3 a' c.D.x. i & G PLYYA -ATTACH WIRE LATH & 5/8" SHEATHING PER "FASTENER SCHEDULE" (SHEET SDI) �. ,ti .� ENGINEERING INC. / / r - - - T. of FLOOR _ _ _ _ _ _ _ _ _ _ 2ND .F.F_ - FOR ARCHES IN WOOD FRAMED WALLS, SIMPLY ALLOW + - 2' BELOW "MSTA36° W 6 - 10D NAILS to STUD & ® "CiT" STRAP PER "TRUSS ANCHOR SCHEDULE" ON ROOF/FLOOR LAYOUT W/ I STUD to FLOOR TRUSS : SIMPSON WRAP PAARROOUND TOP DISREGARD P.T. WOOD W/ "C.M.S." ANCHOR SPECS TRUSS T P CHORD VER. / y �, t" 1/4" X A TAPCONS at EACH STUD TYPICAL 41L 41E - SEE 'L" BELOW FOR ALT. APPROVED ARCHWAY AS REQUIRED - STD. or RSD. HEEL f f r \ ' 1600 S. DIXIE HWY. STE 400 ® CORNER : TYP. 3 - STUD AS REQ. PER PLAN I� TRUSS (or 3 to TOP/BOT CHORD (12 TOT.) , . , r I ` BOCA RATON, FLORIDA 33432 HEADER : PROVDE N0. 2 ANCHORS at TOP of WALL OVER HEADER 24" D.C.(MIN. 3 AS SHOWN W/ 1)-SIMPSON DIAGONAL BRACE : T� VIEW 12" MIN. ,8"-10' ,&"�� I —3 748 " ) 2 x 4 S.Y.P. # 2 ® 24' O.C. W/ 3 - 16D PROVIDE SLOT ii� T LSTA18' STRAP FROM HEADER TO EA. JACK STUD BELOW MIN. 2 JACK STUDS EA. SIDE of OPNG.) / 7 - tOD T. of 1ST FLR. T, of BEAM /S yi- p I E.B. # 5668639P.E. # 72387 NAILS EA. END TYP. NAIL STUDS TOGETHER W4 16D at 6" C. EA. PLY & END -NAIL to TOP BOT. PLATE W 2 - i6D. NAILS to TOP/BOT. CHORDS EA. END - �� - - - - �:. ': FOR STEEL & GROUT a I TOP of STD. / / TIE -BEAM GYPCREIE DECK OVER. _ (PROVIDE (1) FULL HGT. STUD FOR OPNGS 54 W or LESS and (2) STUDS FOR OPNGS 55"W and GREATER) DBL "SYSTEM 24' (FLAT TRUSS) to MASONRY : ii . • ' 3 a GD.X. T & G PLYhD 4 I TO POUR THROUGH I 1 I TIE BEAM 5® ALT. DROPPED HEADER : PROVIDE NO. (2) ANCHORS PER ABOVE TO EACH CRIPPLE STUD 10" O.C. W/ (2) ) SIMPSON "META20' MIN. at 18" O.C. W/ SIMPSON "H3"CLIPS to HEADER (MAY DE LACED ON INSIDE &OUTSIDE or BOTH PLACED ON INSIDE or AIDE) 6 - 10D NAILS (a 3 to TOP/BOT. CHORD) �- _ T. of BEAM I : SHEET: AT INSIDE of TRUSS 1ST F L R ii O FLOOR TRUSS to WALL/GIRDER : 3 - 10D 557EM 4Y - ® SILL at OPENING :3 - 2 X 4 S.Y.P. C 2 NAILED TOGETHER W/ i6D NAILS at 6" O.C. STAGGERED EA. FACE PARALLEL TOE -NAILS (2/1 PER SIDE) or 2 - 16D NAILS To ioo �mUssc' - - T ° W/ 2 - 16D END -NAILS FROM 1ST JACK STUD to EA. SILL PLATE /'� 42 LINTEL PER PLAN . - - - O17 SILL PLATE ANCHOR at OPNG. ;i6D NAILS at 4" O.C. THRU-OUT OPNG. &MIN. 36" PAST EA. SIDE TYP. STUD to FLOOR TRUSS : THRU TOP of BOTTOM CHORD, U.N.O. BY orHras YE PLAN TOP CHOTRUSSRD BRc. _ - T - _ I MAX OPNG SIMPSON 'MSTA36" W/ 6 - 10D NAILS to 1 FOSPECCAM 3 BYYOOTHEERS x _=-ram f ; :'_• '�' `�--�- " < I OVER OPNG. SD2 (NO BOTTOM > SPLICE ALLOWED FOR 36 PAST EA. SIDE of OPNG. TYP.) EACH STUD and 3 - 10D to TOP & BOT. 2 BOT. OF DBL. TOP > AND SILL > to WALL : ` I 1 LINTEL or POURED CONC. BEAM PER PLAN 18 MISC ANCHOR : (FLOOR TRUSS &CRIPPLE STUD) - 3 - 10D TOE -NAILS RIBBON (12 TOTAL) 2ND FLR 2 8 END -NAIL W/ 2-16D ''. % � � i TYP. FILLED CELLS FROM FOUNDATION I STUD to B. PLATE : ;,� cam' i I TO RAKE BEAM PER PLAN 19 SHEATHING : AT 2ND FLOOR, NAIL to ALL "RIBBONS" W/ SD ®3" Q C. TYP. PERPBDIGiA AR PARALLEL SEE "FASTENER SCHEDULE" ON SHEET "SDi" FOR ALL OTHER NAILING REQ. MIN. 2 - 16D TOE -NAILS (1/SIDE) _ 2ND F.F..11 B. PLATE to SLAB :.145" X 1 1/2" EMB. HILTI �, PROVIDE 1 # 4 BAR HORIZ. TYP. �e� .�w Victor Hernandez B. PLATE to FLOOR : do "DX" P.A.F.S. at 16" O.C., 6" FROM ENDS/SPLICES j BLOCKING 1 : 2 X 4 P.T. W 1/4' TAPCONS W PROVIDE 4 X 4 HOLE TO ALLOW GROUT ` I , WALL OPENING ©0 SHEATHING : AT 1ST FLOOR PER PLAN AS ONLY REQUIRED PER "SHEARWALL" DETAIL O ABOVE O / / " / 16D NAILS ®8" O.C. to RIBBON BY OTHERS Y.= 1.5" EMBED 8" O.C. (MIN. 3 PER BLOCK) TO FLOW THROUGH (TYP. EA. SIDE) t r IF NO STEEL GRTR THAN 6' OVER OPENINGS LESS THAN O'CWIMAX. \\\\\� O m� NON -UPLIFT FLOOR TRUSS BRCx / / # AT \ GTOIc / FRAME BEARING WALL TOP & BOT. RIBBON to TRUSS : .� N 2O NAILER : 2 X 6 P.T. CON'T W 1 2 EXPANSION 4" PROVIDE 1 4 DIAGONAL BAR EA. SIDE 4 2 x 6 S.Y.P. # 2 CON'T W/ 5 -16D m® FOLLOW D-7F (AT LEFT) WITH ALT. ANCHORS ABOVE BOLTS W/ 4" EMBED W/ WASHER AT 24" O.C. FOR ARCHWAYS > 12'H (OTHERWISE RUN STEEL CON'T FROM LOWER WALL PER PLAN)if SEE PLAN FOR WALL SIZE TO APPLY ABOVE NAILS TO EA. FLOOR TRUSS _ MASONRY RAKE -tea. "� .I a AT M`. - -� T. of 1ST FLR. O BLOCKING 2 : 2 X 6 S.Y.P. # 2 A PLYWOOD •2 , WALL SECTION 'SYS7IIA 42" TRUSS to MASONRY ; _ -----_ y TIE -BEAM SEAMS AT 24" O.C., W/ (2) 10D NAILS EA. END L I N T E L m -FILL ALL MASONRY SOLID ABOVE ANY OPENING TYP. = 0: : s (S "SYSTEM -SIM4ON "META20"MIN. W/ 8 - 10D lg SHEATHING : RUN 5/8" EXTERIOR PLYWOOD W/I 1ST TRUSS SPACE W/ SIMPSON H3" CLIP - APPLICATION IS FOR ARCHWAYS UP TOP 16"W - - NO INTERMEDIATE BOND BEAM SHALL BE REQUIRED tTt ; �mrf 7 - SEE "TRUSS ANCHOR SCHEDULE" ON PL�ANS FOR ALL OTHER ANCHOR SPECS: LL T. 9. NAILS PER EA. STRAP to TRUSS (1/SIDE) 1ST FLR SHEATHING CONTINUOUS to FOUNDATION on (1) PLACED HORIZONTAL W/ (4) 8D NAILS EA. END - DO NOT CUT LINTEL STEEL - ALONG RAKE WALL, U.N.O. �1{SC r1i SEE HEFATHING :NAIL to ALL ON SHEET W/ 8D DFat ALL.C. T NAILING REQ. PERPENDICULAR andEFIELD. of A BLOCKBand NAIL ALL"SO.CiASEDGES 41f 411 -SEE "F" ABOVE FOR ALT. APPROVED ARCHWAY AS REQUIRED - -SLR "ROOF OVERHANG" ABOVE FOR ALL OTHER REQ. '� ;a ® FLOOR -TRUSS TO MASONRY : SIMPSON "META16" i� - --!-_ _ - THIS DETAIL SATISFIES ALL "SHEARWALL" CONDITIONS S H EAR WALL W/ (8) 10D X 1.5"L NAILS (FILL ALL HOLES) TYP. ARCH OPENINGS GABLE — END DETAIL EN - SEE FLOOR//ROOF FRAMING PLAN FOR DETAIL REFERENCE 4 5 lUill! ►a - SEE ARCHITECTURAL PLANS FOR ALL OTHER INFO, O M A S 0 N R Y BEARING S' O T 0 P C H 0 R D BEARING, 31 - vnT1j "o" O.H. LADDER and NAILER SPEC N/A - N. T. B. - THIS DETAIL DOES NOT APPLY AT "CLERESTORY° AREAS M FOLLOW D-7F (AT LEFT) W/ ADD'T ITEM 19 AS NOTED : T - VERIFY ALL CONDITIONS IN FIELD - N. T. S. -SEE FASTENER SCHEDULE" (SHEET SDi") FOR ALL NAILING SPECS - - SEE DETAIL "1" ABOVE FOR ALL OTHER TYP. INFORMATION to APPLY SEE PLAN FOR WALL SIZE TO APPLY ABOVE ALL OTHER SPECIFICATIONS TO REMAIN THE SAME - FILL ALL MASONRY SOLID ABOVE ANY OPENING TYP. E.B. # 7686 P.E. 72387