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HomeMy WebLinkAbout6787 Ezra Loft Pl99 0'�2-4EAB-ARIA 99 1 gyp. \� G g, Ca vn, " c, �®�F� �GO PGOp �� G `rye 01t HOMES 12602 TELECOM r_>F11VE, TAMPA, FL 33637 T4--1= (813) 740-9720 Fax: (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS • FBC RESIDENTIAL 6TH EDITION (2017) ABV. ABOVE MFR MANUFACTURER A/C AIRCONDITIONING MIN. MINIMUM DATE DESCRIMON ARCHITECTURAL SHEET DESCRIPTION DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 :FLORIDA FIRE PREVENTION CODE 6TH EDITION NATIONAL ELECTRICAL CODE (NEC) - 2014 EDITION -ALL LOCAL AND STATE CODES -OCCUPANCY - RESIDENTIAL, GROUP R3 :CONSTRUCTION TYPE - VB •WN. INTERIOR FINISH - CLASS B -BASIC WDID SPEED - Vult=150 MPH Vasd=118 MPH .EXPOSURE - B -STORY RESIDENCE - ADJ. AMP.ALB. BD. CL CAB. CLG. CLR. CONC. CRT, CT. D. DBL. DIA. DU7. ADJUSTABLE ALTERNATE AMPERAGE BOARD CENTERLINE CABINET CEILING CLEAR CONCRETE CARPET CERAMIC TILE DRYER DOUBLE DIAMEDUAL TER GLAZED DIMENSION M.T. METAL THRESHOLD OUNTE MTD. MD MIL. METAL N.iS. NOT TO SCALE O.C. ON CENTER PL PROPERTY LINE P.B. PUSHBUTTON PH. PHONE PLT. PLATE PLYWD. PLYWOOD PR PAIR P.T. PRESSURE TREATED R RISER RA.A.G. RETURN AIR GRILL REF. REFRIGERATOR PG Cl-COVER SHEET PG GN- GENERAL NOTES PG Al -FLOOR PLAN PG A2C-ELEVATION PG El -ELECTRICAL PLAN PG Pl-PLUMBING PLAN PG MI -MECHANICAL PLAN PG DI -DETAILS PG D2—DETAILS PG D3-PRODUCT APPROVALS :I •2-STORY RESIDENCE -MAX HEIGHT AS PER LOCAL AND STATE CODES DISP. DP. DR D.S. DTL. EA' DISPOSAL DEEP DOOR DOWNSPOUT DETAIL EACH 'S' RM. ROOM R.O. ROUGH OPENING S.c. SOLID COREEXTDR S.D. SMOKE DETECTOR S.H. SER SH HEET N( SHTHG. SHEATHING PG WA1-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-NOT USED • STATE OF FLORIDA PROFESSIONAL ARCHITECT: SQ'F'P' C'''S ��� Sa �. GARAGE 432 SQ FT. ROLAND A. ABOUCHACRA AR No. 93723 ELEV. ELEVATION SHWR SHOWER EQ. EQUAL Sim. SLIDING SIMILARLIVIN!'a EXT. EXHAUST SG EXT. EXTERIOR SD. SLIDING GLASS F.GIFX. FIXED GLASS STD. STANDARD PG WA6-WALL ASSEMBLY DETAILS ENTRY 38 Sa FT. F.G. FUEL GAS SWS SHEAR WALL A.B. DESIGN GROUP LANAI 96 Sa FT FIN. FLR FINISH FLOOR SECTION TEMP. TEMPEREDGLASS 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 iOTAL 2238 6GL FT- FRENO D FTG. GA. FRENCH DR FOOTING GAUGE TOC. POFCURB OR. T.oP. TOP OF PLATE T.O.S. TOPOF SLAB Tel: (407) 774-6078 GAR DISP. G.F.I. GARBAGE DISPOSAL GROUND -FAULT TYP. TYPICAL UN.O. UNLESS NOTED Fax: (407) 774-4078 GL. GYP. BD. CIRCUIT INTERRUPTER GLASS GYPSUM BOARD OTHERWISE Y.P. VAPOR PROOF W. WASHER STRUCTURAL SHEET # DESCRIPTION PG Sl-FOUNDATION PLAN HA HOSE BIB W/ WITH H.C. HOLLOW CORE WD. WOOD DRAWING / CONTRACT DOCUMENT HDR. HGT. OR HT HEADER HEIGHT WOW. WINDOW W/H WATER HEATER PG SIAA-DETAILS REVIEW BY BUILDER INSUL L v. LUM. M.C. INSULATION INTERIOR LAVATORY LUMINOUS MEDICINE CABINET W.I. WROUGHT IRON PG S1.2-DOWEL PLAN PG S1.2A-DETAILS PG S2-LIFT BEAM PLAN AND NOTES PG S2.lA-DETAILS I THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BAON THIS DRAWING SET, THE CORRECT SED PROCEDURE IS FOR THE BUILDER TO SUBMIT A PG S3-FRAMING PLAN PG S3.1A-DETAILS PG S3.113-DETAILS PG S3.1C-DETAILS PG SN1-DETAILS WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRTITENE /DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TADS NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN 8l LONGWOOD, FL 32760 PH: 407-7748078 FAK 407-7744078 wwwabdesigngroup.com AA g: 0003325 0 F 4n as 70 x SUMP. a LOT SILVERADO LOT 49 BLK 6 P1mJECTp 04128.002-49061 MODEU. 4EAB "1672- ARIA" GARAGE SUING: RIGHT PAGE: COVER SHEET 150 MPH EXP. B AA NO rp D TZ 01/18/19 SCALE: 1/4"=1'-O" SI3EET C1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 61h EDITION, (417) AND IN CONJUNCTION WITH ASCE 7-10. ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. SrM WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 3. 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. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 4. 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 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8' THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION ANDIOR BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. 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 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0' BEYOND NEW FOOTING LINE. CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. REQUIREMENTS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET 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 13I8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-318INCHES 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 i' MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. 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 4NCH 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 %NCH GYPSUM BOARD OR EQUIVALENT. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPUCABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMENT PROTECTION LABELED FOR USEAS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.' TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: 1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-2002) E. APA - THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFAVALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH W AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE 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 2 COATS, 1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-Cl063-12a. 3. LATH & ACCESORIES PER ASTM-C-1 063-1 1A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 1! FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063-11A AND R703.7. FIRE RESISTANT COIWTRICTrON UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. R302.7. CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S I 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. CONTROL DATE: 10/25/18 (RM) 1441 N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 www.abdesigngroup.com L AA #., 0003325 Z q b 93 0. SxmDIV. Ile LOT: SILVERADO LOT 49 BLK 6 PROJWCT# 04128.002-49061 MODWI: 4EAB "1672-ARIA" GAP -AGE 81►ING: RIGHT PAGE. GENERAL NOTES 150 MPH EXP. B 2N R%1 /AND A ABOU0WM L AR NO NN9723 DATE:P 01/18/19 BCALX.: 1/4"=1'-0" SHWWT Ilk GN (2) 3052-SH (2) 3052-SH EGREsa _ ° o I •� ` II II I� ;r . . - • . °.li////1° I p o � • � '•moo. r � • • o a is . • ♦% �a �--• © : - • ��a�sy.,, ® _ _ _ CODE & \\ i _wX101 TRANS. o � - W, i• • i :1 i • • Nola ai/!,o SQ.FP. CALL. S LIVING 1612 Sa FT. GARAGE 432 SQ FT. ENTRY 38 Sa FT, LANAI 96 SO. FT. TOTAL 2238 Sa FT. COOMM A DCLAOOI°M LOM � rrD evaal>E Ron a eEoolo arele 019/111 Sam ME RIINHWON6 trawl® AIDTVFE FORAM MIN. WINDOW 10 5 24/-33 CRITERIA EXTERIOR SWING 0 5 24/-31 DR MIN. CRITERIA SCsD. MIN. 41 5 23/-29 CRITERIA 16010 O.H.D.112 5 20.4/-22.1 BASIC WIND SPEED MPH = 150 (Volt) INTERNAL PRESSURE COEFFICIENT = t 0.18 BLDG. CAT.=B, EXP.=B, MEAN ROOF HT. = 13'-0" PRESSURES HAVE BEEN MODIFIED PER SECTION R301.2.1 OF THE FBCR STH ED. (2017) TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CCIIDIOL.OANOWN 'I,EfL.I TOP PLATE 9 A BAR DETAIL ARCH DTL. B SCALE: V! • P-0• FLOOR PLAN SCALE: 1/4' • P-O' NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS EIETWEEN THE GARAGE AND RESIDENCE SHALL BE EG)IPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID ORHONEYCOM5-CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK OR 20-MINUTE FIRE -RATED DOORS. 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA l: 0003325 m N b 14 c STJHDIV. Ac LOT: SILVERADO LOT 49 BLK 6 PROJECTS 04128.002-49061 MODEL: 4EAB "1672-ARIA" GARAGE 91FMO: RIGHT PAGE: FLOOR PLAN 150 MPH EXP. B D TE 01/18/19 SCALE 1/4"=1'-O" SHEET Al FOAM DRAIN TILES EQ. I- ------ ___ — __ __ FRONT ELEVATION OFF RIDGE VENT •/-18'-8' 5LDG. NGT. — SHINGLE ROOF 4' RAISED BAND b' RAISED BAND -0• COACH LIC0IT OFF RIDGE VENT AREAOFATTIC 2235 SO FT, NET FREE VENTILATION AREA REOIARED = 1/300 REOIARED VENTILATION AREA 2235 /300 7.45 VENTILATION AREA X SO. IN04ES PER FT. t144) IM.8 SO, IN. MIN. REOI3RED VENTILATION .Sx 1072.8 IN UPPER PORTION OF ATTIC - 536.4 SQ IN. OFF RIOGEVENTILATION AREA z 115 So. IN. PER VENT 536 4 /115 TOTALYOFVEKMREQLARED = 4.66M TOTAL# OF VENTS PROVIDED = 5 'AREA OFATTIC ISTIff PERIMITER OF THE HOUSE, LESS THE OVERHANG tOMIOR OF WALLTO aMRIOR OF WAIL, NO OVERHANGS INCLUDED 8'-S' BRG. H50_- OFF T \ i b II I F m _ 0'-0'FIN. FLR __ I IN. 4' GR DE I_ --------------------- 0'-O'FIN. FLR MIN. 4' GRADE _______ �_A REAR ELEVATION SCALE: 1/4 " I'-0' TEXTURED FINISH 8'-S' BRG. HGT. I Trill I � m F1 it'i;o R I I -0' FLR >E ----------- -----------------___------- --- M0'N.4 FIN. GR DE —,� LEFT ELEVATION SCALE. 1/4 " 1'-0' TEXTURED FINISH S'-S' B�._ 1'- OFF RIDGE VENT OFF RIDGE VENT RIGHT ELEVATION SCALE: U4 " 1'-0' TEXTURED FINISH 6 I I 5 I I TYP. II /:1 —\ Ae- DECO. DETAIL A SCALE: V4.1'-0' 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FA%: 407-7744078 www.abdesigngroup.com AA S: 0003325 m h w 0 qW C SLJHDIV. do I.OT: SILVERADO LOT 49 BLK 6 PROJECT# 04128.002-49061 MODEL' 4EAB "1672- ARIA" GARAGE 9WING: RIGHT PAGE: ELEVATION "C" 150 MPH EXP. B n 01/18/19 1/4"=1'-0"2C ELECTRICAL LEGEND SYM. DESCRIPTION � TANDARD SWITCH y -WAY SWATCH -WAY SWITCH y� immER SWATCH HS BUTTON ISCOQJEGT T HERMOSTAT E RECEPTACLE (125v/20-AMP E POLE) IOV DUPLEX RECEPTACLE DUPLEX RECEPTACLE (EQUIPPED TH GROUND FAULT AMPER RE818TANT TYPE) VV DUPLEX OUTLET (HALF OF OUTLET 101 D TO SWITCH) 49: RIOR WATERPROOF/GFI PTACLE !GROUND FAULT RUPTEFU IOV QUADPLEX RECEPTACLE ® IOV DUPLEX RECEPTACLE (FLOOR 20V RECEPTACLE (4 WIRE ;ONNECTOR) �O ALL MOUNTED LKdNT (LING MOUNTED LIGHT } ENT LIGHT OOD LIGHT SCONCE PRE -WARE FAN WITH LIGHT (1 CPM PER SQ FTJ U BULB LIGHT FIXTURE Slam BULB LWT FIXTURE ¢9P989 BULB LGGHT FIXTURE ' TRACK LhW4TING TTIC LIGHT WITH PULL CHAIN CABINET LIGHT ® k4' FLUORESCENT LKAW (RECE88ED) FLUORESCENT LIGHT (SURFACE k4' FLUORESCENT LIGHT (RECESSED) • O SS LIGHT • 8S LCWT (VAPOR PROOF) ILANG MOUNTED LIGHT WITH J-BOX OPT. FAN LEGTRICAL PANEL (WELD VERIFY OGATION) N� -BOX !WALL MOUNTED) -BOX (CEILING MOUNTED) (LING MOUNTED FAN B FAN (I Orm PER SQ FT.) ♦ JACK O DETECTOR (CEILING MOUNTED) (9 MONOXIDE I ) El D OUT TV JACK f PORT • LOCATION OF TV JACKS N PHONE OUTLETS t FANS TORE VERIFIED • NOhEOMINER PRE -CONSTRUCTION MEETING. • ALL 15 G 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER NEC 21VJ2(b) 2014 EDITION • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCHEN GRCUIT) • DISMIASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN CAPACITY OF 50 CFM INTERMITTENT PER TABLE MISMA OF FBCR 6TH EDITION (2011). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT-NTERUPPTER PROTECTION FOR PERSONNEL ON FEEDERS) • WIRING METHOD SHALL BE NON METALLIC CABLE AS NEC 2014 ARTICLE 30CA(SX2) • ALL RECEPTACLE TO BE TAMPER -RESISTANT TYPE • ALL LAMPS SHALL BE SELECTED BY BUILDER AND 157C D: LKGHTNG MNJBT BE ENERGY EFFICIENT TYPE PER FPJG ENER CONSERVdtIOJ (RESIDE 1, ENERGY EFFICIENCY) 20n- 61h EDITION R404J --------------- I CEILING PRE -EARED MM.TOBE : FAN I I I O SUER'S 1 (INSTALLED, - - - - I I S PROVIDE U-�� I — BOX FOR � OPT. FAN 4� ,¢ z / PRE -WIRED CLG FAN PRE-WIRED— '7TC'��� CLCs FAN 6, J ♦♦ i / B•I•C• ♦\ o i i � GREAT ROOM O /� I \ II iSWATCH - - - - - -I I CABINET I - 1 UTCREN / I OF HOOD WIRE W/ I / ___ _ ii l 0• OUTLET FOR I / FUTURE MICRO. I / �LL� ice¢ --- - BDRM.@r ------ ♦♦ \`♦ PRE -WIRED 1 \ II CLG FAN I ♦I_ �� !K � II Vu I I - GFI 1 I. 42' O �. GARAGsE —WA — 1 r---1 I 1 DOOR _ /LAR M I \\ ♦\ `WALL MOUNTED AS REQ PER BLCCL ♦\ LIGHT W/SUATCH ATTIC INCODE II / ------ — (FOYEj KEYLESS I FIXTURE / METER / I GFI FIELD / S.D. CLCs VERIFY ♦ OUTLET LOC. BDRM•!2 OHD IRRIGATION C` / •� Pa FOR — — OUTLET • CHIME 1 ♦ 48' AFF. G, ��J GARAGE GFI PRE -WIRED/ CLG FAN I I PANEL -A 11®ol��lml�!• HO ®O©r-•��00 O III�aa©�-'�0o mm��oo® ®a0�H111I�m ®omom m H0 ®Illsm�llom om��oam l��Ill��111111111111E10 ���,, .�-�oo i PROVIDE 3-2/0 CU, THM • 1% CU IN 2' CONDUIT OR 3 44/0 AL, THM • 1% CU N 2' CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT • OVERRAN W 150 AMP ELECTRICAL RISER NOT TO SCALE. COMBNATION SERVICE I" AMP DISCONNECT SWITCH AND I20/240 VOLT GENERAL NOTES, M ELECTRIC METER IN 1 PWASE A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL NEMA 3R ENCLOSURE MLO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 61H PANEL EDITION (20n LOCH- CODES, AND ALL LOCAL POWER COMPANY REGUIREI'ENTB. B0A/21° B. ALL CONDUCTORS SHALL BE TYPE THFILTFMUN uNLESS MCB NOTED OTHERUBE. — �_— ---------------- COACH LIGHT ELECTRICAL PLAN GRADE SCALE, 1/4' . I'-0' POWER COMPA TR NSFOIm'1ER PROVIDE 50 AMP, 120/240 VOLT, 1 PWABE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3'1 COPPER (CU) IN 1412" DIA 8Cr•EDULE 80 PVC CONDUIT OR PROVIDE 3 2/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE L4 PROVIDED BY TE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. TELEM40ME BERNCE y CABLE TELEVISION ENTRA EMRANCE SERVICElNIMMl,GINCE EQUIP ENT Ecar"ENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 1 44 CU SERVICE CROWD CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR 61H EDITION C201'1). S/8" DIA X 8 FT LONG COPPER CLAD GROUND ROD 144i N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX 407-7744078 www.abdesigngroup.wm AA f:0003325 Z y e 0 a N C 4n It{i 0 x r UBD3[V. Js8 LOT SILVERADO LOT 49 BLK 6 PROJECT# 04128.002-49061 MODEL: 4EAB "1672- ARIA" GARAOE 871ING: RIGHT PAGE: ELECTRICAL PLAN 150 MPH EXP. B oi c DAATE:'M: 01 /18 /19 SCALE: 1/4"=1•-0" SEMET E1 4L2' V.TR 1/2' 2 1 S INK W/ 1 1/2. i �,C1 L12' AUTO VENT ) 2' V.T.R. I 2. �-1 1/2' r ITUB I I I I � II/2' 111 IL.AV 1 1/2•� ��C4 1/2 WC. 11/2 I IR'p I 2 I 1 --a— I I ,l --- 11/2' Y I 3 i � I I 3' UTASI-ER 1 I kc. I I LAV. LAV. I TUB 3 SWIM I GA. 70 MAIN 3 4' PLUMBING RISER PLUMBING PLAN SCALE: 1/4 " I'-0' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 R M f o U r V FO 4 O !F C mm R SUDDIV. & LOT.il SILVERADO LOT 49 BLK 6 PROJECT* 04128.002-49061 HODEL- 4EAB "1672- ARIA" GARAGE 81IING: RIGHT PAGE: PLUMBING PLAN 150 MPH EXP. B Dw 01/18/11@ SCALE: 1/4"=1'-0" SHEET P1 HVAC NOTES 1. ALL MECHANICAL EQUIF7"ENT 814AL(, BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB t MASTIC. AND INSTALLED AS PER FBC 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL BI CLASS 1 AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUUCTED OF SMOOTH GALv. METAL. OR OTHER MATERIALS AS PER MC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (2011) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOUTERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. S. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND MC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. IL DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF HO DRYER BOOSTER CAPACITY SO LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR 1 WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK 1 BALANCING DAMPER OR OBD 0 CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LWsHT O/A OUTSIDE AIR ® THERMOSTAT m PA86-7NRW AIR GRILL NOT: ALL HVAC TO HAVE PROPER PANS W/ DRAINS SECURE STRAP TO CONC. C�WIR ATTIC - W/ 12J-3/187Q' TAPC.ONS SIMF'SON LLB ROLL STRAP OR EQUAL CEILING O O EXTERIOR WALL PLENUM T y AIR RETURN SECURE STRAP TO WIT W/ (2) 4' CONCRETE SLAB 4SXI 114' SHT. M. SCREWS SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES CONDENSER UNIT AIR HANDLER y CONNECTION TO PAD EXTERIOR WALL VC CONDENSATE DRAIN LINE NOTE: MAIN CONO. DRAIN 3/4' DIA. OVER HEAD 12' FROM STRUCTURE EVAP. TRAY LEEVE TO LINES BELOW SLAB V13/4' REFRIGERANT LINES TO PLATFORM RETUCONDENSING WIT TRAP DRAM LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 3012A HVAC DRAINS SCORIATED NICKEL /� FIN. FLOOR COWTERSLINIC BRONZE FL. PL. � / OR WALL CIO. PLUG --� FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8244V-K JOSAM 56MO INSIDE SERIES NICKEL BRASS TOP CAULK P.V:C OPTI/SPEC FLOOR SLAB CLEAN -OUT (TY�P.� FIN GRADE OR PAVING SEE SPEC. 11-8'X13' cow - FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED NEXT. GROUND CLEAN -OUT (TYPN ) MECHANICAL PLAN SCALE: 1/4 " P-0' NOTE: ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE FPE. ELEVATION. m 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA M: 0003325 F q. 0 0 SURDI9. do LOT: SILVERADO LOT 49 BLK 6 PROJECT* 04128.002-49061 MODELS 4EAB "1672- ARIA" GARAGE SQIIJG: RIGHT PAGE: MECHANICAL PLAN 150 MPH EXP. B D � 01/18/19 SCALr: 1/4"=1'-0" SHEET M1 2X4 TOP PLATE PLR PRE -FAD TRUSS CGPOM MEAD L*' nlciG 3 COAT P OL OH V2' CL/i BOARD n=esia A9Z. enmlcnNAL role DGEE:IL7. TO RGaaeclrOtr PlAsom T Lab P.T. YD STUDS IN CELL HIED rorLL ATTANOTE: CELL es role PARTITIONS SUPPORTING APPI VAL REra U2• DRYWALL WALL HUNG PLUMBING enexAw/1.L 77""'"" FIXTURES AND WALLs�nur CABINETS SHALL BE NOT LKr%%LDM ALL LESS THAN 2x4, WHERE t� eussnoae ww mr aALv /TEFL ooae� SPACED NOT MORE TRACK BRRCKM 2X4 WOOD STUDS *24 THAN IV O.C. OR, NOT w• am! oL. aw mAo s+ee rASTOa� ro =0 dare l'ae oc LESS THAN 2x6, WHERE � RM ' MWnCALL TPA= oVEaem Dose er SPACED NOT MORE ` my" To poxDe y THAN 24' O.C. A°�7e .. APPROVAL REo. (H)TYP. INT. WALL (NON—BRG.) 21 SCALE, 3/4'-F-0' FIBERGLASS SHINGLES OVER 130 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW5JJ ON J' O.S.B. SHEATHING OR;' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY TYP. ON. 2 GAS LINE THRU HIDCK ecau. ars•.re s GARAGE DOOR JAMBS D1 SCALE: 11/2'11'-0' FIBERGLASS SHINGLES 2x BLOCKING BETWEEN TRUSSES OVER 030 FELT PAPER OR PER STRUCTURAL DETAILS FIBERGLASS SHINGLES SYNTHETIC PRODUCT, OVER 130 FELT PAPER INSTALLED PER SECTION FIBERGLASS SHINGLES OR SYNTHETIC R908JJ ON J' O.S.B. OVER -330 FELT PAPER OR PRODUCT, INSTALLED SHEATHING OR }• CDX SYNTHETIC PRODUCT, PER SECTION RW5.II PLYWOOD SECURED PER INSTALLED PER SECTION ON l' O,SB. SI-EATHING FASTENER SCHEDULEIml STIFFBACK AT ALL UPRIGHTS SHEATHING OR k CDX GYPSI.M BOARD OR �' CDX PLYWOOD PER STRUCTURAL DETAILS PLYWOOD SECURED PER HIsH FASSECTENER PER I'•0' I,_0. FASTENER SCHEDULE STRENGTH CLG. FASTENER SCHEDULE TYP. TYP. PRE-ENG WD. TRUSS BOARD MTL. DRIP EDGEJ 0-• o>a. MTL. DRIP EDGE MR ELEVA REFERENCESTRUCTURAL 2x FASCIA PER PER ELEVATION 2x FASCIA PER ELEVATIONS ELEVATIONS SEE ENERGY CODE FORMS FIR PRE- TRUSSATION CONT. 2x RAT RUN SECURED PER INSULATION R-VALUES VENTED SOFFIt STRUCTURAL DETAILS VENTED SOFFIT REFERENCE STRUCTURAL SEE ENERGY CODE FORMS FOR MTL. DRIP EDGE PRE-ENG. GAEW.E TRUSS INSULATION R-VALUES PRE-ENG. GABLE TRUSS PER ELEVATION 2x FASCIA PER WEEP SCREED PER ELEVATION WEEP SCREED zi ELEVATIONS S/B' GYPSUM BOARD OR 1/2' R-4.1 INSULATION STRUCTURAL DEDTA L8 STRUCTURAL DETR 2x P.T. SECURED AILS VENTED SOFFIT HIGH STRENGTH QXG BOARD WINDOW ATTACHMENT AS PER MAWUFACTURES I� SPECIFICATIONS STRUCTURAL Ix2 P.T. FURRING STRIPS / 24' Or- 1/2' THICK, 2 COAT PORTLAND g• q.pU CEMENT PLASTER APPLIED 1/2' GYP. ILL. BD. ._ DIRECTLY TO MASONRY 0'-0' FIN. FLR� 0'-0' FIN. FLR ,a 4 n W/ WINDOW OPENING n TYP. WALL SECTION 1J NO OPENING NOTE: PER SECTION SM.1.1 - FOR ROOF TO LESS THAN 4:12, A 5 1—STORY HIP BLOCK WALL_ S2) LEA ERIUN ERLAAYMENT SYSTEM D1 SCALE: 3/4'•1'-0' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER (1) LAYER UNDERLAYMENT 15 PERMITTED BUT MUST BE PER ASTM D226 TYPE 11, ASTM D 4869 TYPE IV, OR ASTM D 6191 I*' THICK, 2 COAT— PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLRJ B�' CI'NICI'Il . ti 4 n W/ WINDOW OPENING n R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL 44 P.T. FURRING STRIPS / 24'Or—. 1/2' GYP. WL. BD. WOOD BASE V!' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY C TUI I _ �0'-0' FIN. FLR a TYP. WALL SECTION �' NO OPENING 6 I —STORY GABLE BLOCK WALL D1 SCALE, 3/4•.I'-0' i441 N. RONALD REAGAN BLVD, LONGWOOD, FL32780 PH: 407-774.8078 FAX: 407-774-4078 www.abdeslgngroup.com AA 0: 0003325 r 14 y M 0 a SVHDIV. at I.oT SILVERADO LOT 49 BLK 6 PUR:OJECT# 04128.002-49061 UODELa: 4EAB "1672— ARIA" aGAItAGE STRDIG: RIGHT PAGE: DETAILS 150 MPH EXP. B OO DAH= 01/18/19 SCA*-w'• 1/4"=1'-0" SHEET D1 MSL el Nd ___ -- // I Ul CUT NAILS. aces, 2X4• CaAKAGE COOK BUCK uv (5) A`BOLTS 4' EMBEDMENT MN. 1-2X6 PT. BLOCK • CENTER OF 9 DOOR MADER U1KI))1• W J-BOLTS 4' 19'1191IMMENT IM 2'1O')dl' WASHER AND WT. MANFAC7UpER'S INSTALLATION NSTRICTKM Y6ERE SUCH NSTg1CT1ONS APE MORE STFOCiE lT GARAGE DOOR 1 BUCK ATTACHMENT ttJl4 N'•T.ar' B• Kral V DRYWALL I'X4. OR I•X2' P.T. NAILER ❑ Ix4 P.T. OR % X4' MN. SECURE THRU FRAME t EXTEND IY4' INTO BLOCK ❑ W/ )W TAPCONS (MIN. SWANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I-Y; WIT14N 8' OF EACH END t IV O.G. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: 844IM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAYS TO BLACK +3/4 OR +5/4 1BIDOW TO BLOCK +3/4 OR +5/4 A SCALE: N.T.S. 2X4: m SECURE TO BLOCK WV tXt' TAPC0NO OR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I V) WITHIN 8' OF EACH END a IS' OC. MAX SPACING. 2X6:m SECURE TO BLOCK WW2-V TAPCOWS(MK SHANK SIZE .145 MIN. HEAD SIZE 300 MN. EMBEDMENT IV) WITHIN 8' OF EACH END 4 B• CM 18' OC. MAX SPACING. 1S' DRYWALL 2X&, PX4. OR I•X2' P.T. NAILER SECURE TO BLOCK W/2-)1(t'71>T=TAC14 CASING TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 JAMB OR WINDOW MIN. EMBEDMENT I Y4) TO 2X PER WITHIN 8' OF EACH END t MANUFACTURES DETAILS. 18' O.C. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED )4) DOOR JAMB TO BLACK +1-1//2" MTINDOTr TO BLOCK +1-1/2" " scALE, N.rs. 2X4a SECURE TO BLOCK W/ Vo' TAPCONS (MIN. SHANK SIZE u5 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4•) WITHIN 8. OF EACH END t 18' O.C. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 2XbtTo SECURED THROUGH SECURE TO BLOCK W/2-V NON-STRUCTURAL V TAPCONIS TAPCON MIN. i i4' (MIN. SHAWL SIZE 145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 , CMU WITHIN 8' OF EACH END MIN. EMBEDMENT 1 Y4)IMANUFACTURIES • DRYWALL 18' OC. MAX SPACING.'X4. OR 1'X2' P.T. NAILER 2XBm SECURE TO BLOCK WR74,' O.S.B. X 4• MIN. TAPCONS (MN. SHANK SIZE J45DOOR CASING MIN. HEAD SIZE -400DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4)ATTACH TO 2X PER WITHIN 8. OF EACH END DETAILS. IBM OC. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLOCK +1-15//IB" WINDOW TO BLACK +1-15/18" C 5CALE: KTJ5. 2X4:m SECURE TO BLOCK W/ V*' TAPCONS (MIN. SWANKSIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT IY4 ) WITHIN 8' OP EACH END 4 NOTE: STRUCTURAL 2X IS' OC_ MAX SPACW! MUST BE ON OUTSIDE t 2X6m SECURED THROUGH SECURE TO BLOCK WV2-Y.' NON-STRUCTURAL )W TAPCONS TAPCON MIN. IY4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I49 8• CMU WITHIN 8. EACH END EACEND t DRYWALL J§' DRYWALL IV O.G. MAX SPACING. R I XT' P.T. NAILER2X8m TO BLOCK W/2-Vo- CASSECURE TAPCONS (MIN. SHANK SIZE 345 MIN. HEAD SIZE 300 JAMB OR WINDOW MIN. EMBEDMENT IY4) TTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 16' O.G MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +2 1 T 1RN4' D01/ TO HIACK +2 1 4" SCALE: N.T.S. 2X4m SECURE TO BLOCK W/ Va' TAPCONS (MIN. 844ANIK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 WITHIN VOF EACH END t NOTE: STRUCTURAL 2X 18' O:C. MAX SPACING. MUST BE ON OUTSIDE t 2X6m SECURED THROUGH SECURE TO BLOCK wa-w.•NON-STRUCTURAL ' TAPCONS TAPCON MIN. I Yi (MN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 • CMU MIN. EMBEDMENT I Yi) • DRYWALL WITHIN VOF EACH END 4 18' Or -MAX SPACING. ❑ 'X4' OR I'X2' P.T. NAILER 2XS® SECURE TO BLOCK W/2-t)(r• TAPCONS DOOR CASNG (MIN. 814ANK SIZE 145 MN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') DOOR JAMB OR WINDOW WITHIN VOF EACH END t ATTACH TO 2X PER IS' Or -MAX SPACING. MANUFACTURES DETAILS. .MW ItWORM WPUMAAM/ MDR Wl DOOR JAMB TO BLOCK +3" 1• +3" E SCALE: N.Tjb. 2X4m SECURE TO BLOCK LLV V TAPCONS (MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END t NOTE: STRUCTURAL 2X IB• OC. MAX SPACING. MUST BE ON OUTSIDE 4 2Xbma SECURED THROUGH SECURE TO BLOCK WV2-V6' NON-STRUCTURAL )W TAPCONB(MIN. SHM'K SIZE TAFr .ZN MN. I Y4 .145 EMBEDMENT INTO BLOCK MINI. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) B' CM WITHIN VOF EACH END 4 JS• DRYWALL 18. Or -MAX 9PACNCs. 2XB� ❑ I'X4' OR 1'X2' P.T. NAILER - SECURE TO BLOCK W/2-VATTAC-14 2ND 2X SECURE TO TAPCONS(MIN. SHANK TRUCTURAL MEMBER .µ5 /(2A2d WITHIN B' OF EACH MIN. HEAD SIZE 300ND 4 6' TO 8' O.C. MAX MIN. EMBEDMENT IY4')CASING WITHIN 8' OF EACH ENDOOR JAMB OR WINDOW 18' OC. MAX SPACING. TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED A ) DOOR JAMB TO BLOCK +3" • +3" F' SCALE: N.TS. 2X4m SECURE TO BLOCK W114' TAPCONS(MM. SHANK SIZE .145 MIN. HEAD SIZE 300 MN. EMBEDMENT 1 Y49 NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END t MUST BE ON OUTSIDE 4 18' OC. MAX SPACING. SECURED THROUGH 2X6%m NON-STRUCTURAL V SECURE TO BLOCK W/1-114' TAPCON MIN. 144- TAPCONB(MIN. SWANK SIZE EMBEDMENT INTO BLOCK. .145 MN. HEAD SIZE 300 • CMU MIN. EMBEDMENT I Yi) • DRYWALL WITHIN VOF EACH END 4 I8. OC. MAX SPACING. 'X4" OR MCI' P.T. NAILER 2X8m ❑ SECURE TO BLOCK W/1-V4' 7(t• OSB. X 4' MIN. TAPCONS (MIN. SHANK SIZE J45 DOOR CASING MIN. HEAD SIZE 300 MINI. EMBEDMENT IY4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 18' OC, MAX SPACING. MANUFACTURES DETAILS. MD,6 MI Y N®� TO lW� JYOIDD ND� CCODY') DOOR JAMB TO BLOCK +3-7/IS" Mi1MID0W TO BLACK +3-7/18" " SCALE: N.TS. 2X4m SECURE TO BLOCK WN; TAPCONS (MIN SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN v OF EACH END 4 NOTE: STRUCTURAL 2X IBM OZ. MAX SPACING. MOT BE ON OUTSIDE 4 2X6� SECURED THROUGH SECURE TO BLOCK WA-1/4' NON-STRUCTURAL tilt' TApOCI.1$ TAPCON MIN. I -A. (MIN. SWANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) B' CMU WITHIN B' OF EACH END t 15• DRYWALL 18' Or -MAX SPACING. El 'A OR I'X2' P.T. NAILER 2XBm SECURE TO BLOCK 01-V4• ' P.T. X 4• MIN. TAPCONS CASING (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END t TTACH TO 2X PER 18' OC. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +3 3/4" W TO BLACK +3 3/4 ' H SCALE, N.TS. 1441 N. RONALD REAGAN St LONGWOOD, FL 32750 PH: 407-7748078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 q b V b O SF C ILL F-sxmmv. de MIN SILVERADO LOT 49 BLK 6 PROJECT# 04128.002-49061 MODLC z 4EAB "1672-ARIA" GAItAGIE STIMG- RIGHT PAGIM DETAILS 150 MPH EXP. B 2f PLINT DATE; 01/18/19 SCAM 1/4"-l'-0" SHEET D2 PRODUCT APPROVAL LISTING - - - - EXPIRATION DATE FL 17325.1.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.6 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17234.2 FL 17232.4 FL 17232.3 USP STRUCTURAL CONNECTORS STRUCT COMP WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17248.1 FL 6223.3 FL 17325.1 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2020 FL 14039.1 PLYGEM SINGLE HUNG - 2017 FBCR 7/31/2019 FL 14634.2 PLYGEM SLIDING GLASS DOOR - 2017 FBCR 7/31/2019 FL 15264.1 PLYGEM WINDOWS MULLIONS 2017 FBCR 7/31/2019 FL 142S3.1 PLYGEM FIXED GLASS - 2017 FBCR 7/31/2019 FL17676 MI WINDOWS & DOORS SINGLE HUNG - 2017 FBCR 6/16/2020 FL15332 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2017 FBCR 6/16/2020 FL 15353.1 MI WINDOWS & DOORS WINDOWS MULLIONS 2017 FBCR 6/16/2020 FL 15076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2019 FL 5678.14 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL S684.3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 10477.117 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2021 FL 13192.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13223.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13265.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 4103.1 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2020 FL 7006.4 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL 158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM W W W.FLO RIDABUILDING.ORG CONTROL DATE: 01/14/2019 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdeslgngroup.com AA 8: 0003325 pti i y y Ree 9 suimm aLoT SILVERADO LOT 49 BLK 6 MMMT/ 04128.002-49061 lWDILt 4EAB 1672- ARIA" GARAGN swam: RIGHT PA3Z: PRODUCT APPROVAL LISTING 150 MPH EXP. B 19 P T& D01/18/19 8CAIM 1/4"=1'-0" MINE? D3 OL roLD tYYlp • rT. O I--. R.A i CIlAW . M. 6 S CAiAN . M C Ot I0.D ttuMD . rr. A 1 BAN. rf.• POW Ot rotD tintp • R. A 1 CREASE a aAe[ . rr. C 4 ror.D rr. CC t rr. O TLL R.0 TCUCN BOTTOM IIJ1tl! Kona, ~'wk wrN r,tnr @FA - rota, pQ wmCw. K 3 COAT CE1'B!T •Jt (PIt"A Vr 7 COAT .t.A&Mt ranw ® KIC KO UT DETAIL uwnwre orcr, o. etaDns ~ 3"on m «� IeA'e aIe a t� tw.L n.Awen MAW = oo wer an tsrAu Icwrwa Ar eorta+Q I.m.. tnatecr,owt )D SHEATHING OR CMU 3 LAYER 01, XCO WRAP (FRAME ONLY) 41CK, 3 COAT CEMENT .STER(FRAME), 1/2' 2 COAT ENT PLASTER (CMU) AL LATH (FRAME ONLY) ' WRB t TAPE OVER 7FAl1ALL SCREED 5' 'L' TYPE CONTINUOUS .V. METAL FLASHING IL TO ROOF DECK, NOT L SHEATHING) 0 SHINGLE - DO NOT NAIL, BALL WITH ROOF CEMENT 7F PER ELEVATIONS O"L" FLASHING N.T.S. LEGEND DRAINAGE PLANE (WRB LAYER *1, STUCCO WRAP) WRB LAYER *2 (FORTIFIBER — - — — - — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R-103.11 / ASTM C-847-0S, MIN. 2.5 LBS, PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 144i N. RONALD REAGAN BLVD, LONGWOOD, FL32750 PH: 407-7748078 FAX: 407-7744078 wwwabdesigngroup.com AA #: 0003325 a NON y q La s a y a iL SILVERADO LOT 49 BLK 6 PROJECT* 04128.002-49061 1[ODEIt 4EAB "1672— ARIA" GARAGE 81IIING: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B ..< DT 01/18/19 SCALE: 1/4"=1'—O" >gMEET WA1 O FINISH (V SELF ADHESIVE OVER TOP 4 SIDES SELF WOOD SWEATWING FLASHING LAYER -1, UNIT STUCCO WRAP LAYER -2, FORTIFIBER 1441 N. RONALD REAGAN BLVD PREMANUF DRYER BUILDING PAPER LONGWOOD, FL32750 VENT CAP (SET IN METAL LATH PH: 407-7748078 CONT. SEALANT) Wood roe' TEXUREP CONSTRICTION �1 INISW - WOOD FAX 407-7744078 wwwabdesigngroup.com AA A: 0003325 to wFASTEN TO WOOD STRUCTURAL SEALANT • Ma•mER • i or - MAX TOP ! SIDES '4' TO)i' mm.nw i e• au woe SCREM F B DRYER VENT (BLOCK) ^ A t= W IIIIDE STRIP SELF ACX ESIVE FLASWNG, CLEAN MASONRY BEFORE APPLYIG TEXTUNIED BUILDING PAPER FlN18N MASONRY LAS14 UIgC PLASHHORIZONTAL WEEP SCREED F'- - (FRAME TO BLOCKI PIPE THF7000sH WALL 1 Z h 14 O 1 W SELF ADHESIVE FLASHINCs (INSTALL PER MANUF. SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' to CUT OPENING IN STUCCO WRAP UA IIA APPROVED WOUSEWRAP FOR BOX INSTALLATION IE C CUT •X' INTO = A VENT PENETRATION STUCCO U7RRAP INGs SEL�tEM BR WEFLING 1 SCALE: N.T.B. APPLY SELF -ADHERING MEMBRANE FLASHING' WOOD SHEATHINGLA OVER BOX AND OVER APPROVED W45LAYER h STEP #1 STEP #2 APPROVED � WRAP WRB LAYER 'I, OW STUCCO WRAP ELEC. METER FIEL I I VERIFY LOCATION ELEC. METER FIELD VERIFY LOCATION CUT SUCW THAT 9 APPLY 60 MIN SELF -ADHERING NO MEMBRANE _ GRADE 'D' FELT ® MEMBRANE FLASHING ENTERS BOX, OVER APPLY $TUGGO SGRATCI-! GOAT APPLY TO FACE SELF -ADHERING AND ONE (1) LAYER OF PAINT EDGE AP OVE OVER PRIOR TO INSTALLING ELEC. HOUSEWRAP METER WRB LAYER'T, FORTIFIBER BUILDING PAPER CAVITY TO BE FILLED STEP #3 WITH RIGID POLYMERIC STEP #4 T ISOCYANOTE-POLYBLEND FOAM LEGEND C'GREAT STUFF' OR SIMILAR) APPLY A SILICON ELASTOMERIC DRAINAGE PLANE (UJRB BASE SEALANT AT POINT COATING OVER LAYER 01 STUCCO UJRAP) THAT ELEC WIRE PENETRATES STUCCO/ GV. FINISH IEEE TYPICAL WALL evsDzv. ac LOT SILVERADO LOT 49 BLK 6 PROJECT# 04128.002-49061 MODEL• 4EAB "1672-ARIA" GARAGE 9111MG: RIGHT PARSE WALL ASSEMBLY DETAILS A15O MPH EXP. B APPLY E-Z BEAD UJRB LAYER 02 (FORTIFIBER - - - - - IRAoe oMIN • ' ",o SECTION) LMAR BUILDING PAPER) AREA t0 RECEIVE FELT -PROVIDE METAL LATH STUCCO SCRATCH COAT SEALANT AT ALL TS AND METAL LATH x—x—x—X t 1 COAT OF PAINT W/BAGK- INTERSECTIONS IGT ROLL PRIOR TOSTUCCO ELEC. METER INSTALLATION PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. WOOD SHEATHING ® METER CAN OR METER CAN COMBO OR METER CAN AND SELF-ADHESIVE FLASHING - — — — - DISCONNECT STEP #5 STEP #� ELECTRICAL RECEPTACLE DATE: NOT RAT o1/1s/19 METAL LATH: LATH TO BE PER SECTION ELECTRICAL CONDUIT O sCALE:l/4`=1'-o" R�03.Z.1 / ASTM C-847-09, MIN. 25 LBS. O PENETRATION PER SQ. YARD (UTILITY OR NOMINAL e>�r LATH DOES NOT MEET SPECIFICATIONS) yy A2 LEGEND DRAINAGE PLANE (WRB LAYER "l, STUCCO WRAP) WRB LAYER 02 (FORTIFIBEIR - - --- - BUILDING PAPER) METAL LATH x-x-x-x STUCCO WOOD SHEATHING; SELF-ADHESIVE FLASHING - - - - - k 2 1/2' L CORNER BEAD (FASTENER 4 SPACING o l' O.G.) CMU THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14-B CORNER BEAD Ca? BLOCK 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774AO78 wwwAbdesigngroup.com AA A: 0003325 g L O �4 6 h e� mm-suqDm de LOT SILVERADO LOT 49 BLK 6 P1mOJECT# 04128.002-49061 MODEL.• 4EAB "1672-ARIA" GARAGE STrMG: RIGHT PAGE: WALL ASSEMBLY DETAILS %150 MPH EXP. B m AL N D � 01/18/1, SCALE: 1/4"=1'-0" SHEET WA3 WOOD 6HEAT m— WEATS¢ RE616itvE DARKER -1 WEATER RE616TVE DAMWER V . X l Y�YLAP 6101? 6' OW-ADHERM PLAIM4W. 67AWER 6TlIP 1DFERNf RE6MtIVE RE616tIVE 2 1DFEMW. MAI QESN Y WOOD TRM M-WER / - ` wn GYM ILiY�:CC �J/ .�'' / CrAm Y' X i' 6My.ATED WaOD TRM FEiFDER GAP WrIALLKW. \� / gOR�APPROVED 6EALAW CASM CEA2 SIDING TO STUCCO ® BLOCK TO FRAME �� TRANSITION 1J NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-09, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — BUILDINGs PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING: SELF-ADHESIVE FLASHING% — — — — i"i N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 www.abdesigngroup•corn AA 9: 0003325 V 04 a M O V V O Sqy� C aVHDIV. de LOT: SILVERADO LOT 49 BLK 6 PROJECT# 04128.002-49061 uoaEr� 4EAB "1672- ARIA" GARAGE SIRING: RIGHT PAGE WALL ASSEMBLY DETAILS %150 MPH EXP. B 2! DATE: 01/18/19 8CALE: 1/4"=l'-0" SHEET WA4 j \ - - - - 2x6 SUB-BANb J W/1'x4' NOTCH - - --- END, WRAPPED IN PEEL < STICK METAL FASCIA WRAP DRIP EDGE 1�\ \ I/8' �/8' TEXTURED t 1 \\ / FINISH ® WOOD 2X6 SUB BAND) 1 1/8! ,f .<Y 1/2' TEXTURED FINISH ® CMU \ / \\ V . METAL FASCIA \ WRAP V FROM \ i STUCCO, I' FROM \\ \ ;;Q . WOOD WALL \ \ —EXTERIOR WALL \ ter. i (FRAME OR CMU) \\ �\ NOTE: NOTCH FOR 2X6 \\ SUB BAND ONLY ®ELEVATION © FL AN B 1/8' TEXTURED FINISH • WOOD. 1/2' TEXTURED FINISH • CMU METAL LATH i WOOD SHEATWNG j OR CMU WRB LAYER 1, STUCCO UPAP(PRAME ONLY) WRB LAYER 02, FORTIFIBER BUILDING PAPER (FRAME ONLY) ROOF KICK OUT REMOVED \\ FOR CLARITY \ ROOF DECK(BEYOND) ' \ \ DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) `\I 71/8' TEXTURED FINISH / WOOD, 1/2' TEXTURED FINISH a CMU 2x6 SUB -BAND W/I'x4' NOTCH a END, WRAPPED IN PEEL t STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL ®PLAN A RooFw. CEMENT EDGE - KICK OUT PRE-ENG'D TRUSS TO BE CUT WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4' -0' SCABBED TO TRUSS W/12d NAILS 6'-8' O.C. MAX. 2x SUB -BAND W/11�'x4' NOTCH ® END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL SUB BAND DETAIL ® WALL W/KICK— OUT ME OR CMU T PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WA'x4' NOTCH END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WA'x4' NOTCH END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAJBLVD LONGWOOD, FL 327PH: 407-774.6078 FAX: 407-774407wwwabdeslgngroup. AA 0: 0003325 b y c sysa><v ac LOT: SILVERADO LOT 49 BLK 6 PitOJECT# 04128.002-49061 MODEL:• 4EAB "1672-ARIA" GAItAGE BVMC;: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 150 MPH EXP. B F- c"r T 4 DATE-. 01/18/19 SCALE: 1/4"=1'-0" SHEET WA6 FOUNDATION NOTES EXTEND SLAB 1 1/2" i — — FM-12Xi8 — — — — — — —3 • FM-12X12 — 4" CONC i 1.1 SLAB W F LL W I 0 m N IN 3M aw 01i. I 0m F-24X24 I Is- 9'-0" 7-6' - 10 o I FM-12X18 I 1 I I .I I rL I 0'_0" °D 4 `D T$ Op OF I SLAB 1" PVC CHASE N I FOR ELEC. ISLAND LL Im X (� ILL S I I •I i I z a 'O a y' 4" PVC EXTEND I ``CHASE SLAB, 1/2" TE i5112 — — — — — 4" CONC. SLAB „2 ^' 18 -0" -8" 17.8" I I I I T-6" 0.-0„ I m l t N TOP OF I SLAB LL 1 ~I a I 1.1 TEND O 2 FM-12X18 SLAB 1 12" N 1.1 CONC. )4" S. m ix N i �*312 LLI I" 2 1• 4FMC-12X18 2XFMC-12X16 FM-118 _FM_12X78 _ FM FOUNDATION PLAN SCALE: 1/4" = V-0" 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-V-0", SEE SURVEY PLOT FOR NGVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. S. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11 VINDICATED#5 BAR, BIINDICATES#6 BAR,I•NDICATES#7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90° HOOK BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (ifs = 30", #6 =36-), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #VS AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A-C.I. 530-131ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, USING: Pm = 1,500 PSI, TYPE "M" OR-S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED T-O" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 61h EDITION SLAB SCHEDULE SLAB I THICKNESS I REINF. REMARKS 6x6 W1.4)IW1.4 OVER GENERAL 312' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30' LEG EACH WAY. MARK I WIDTH I LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O-F. SHORT LONG FM-1208 17, CONTINUOUS 18" - (2)#5's FMCAW8 12, CONTINUOUS 18" - (2) 's - VARIES F-24x24 24" 24" 17' ) 's (2I 's ( '4" FM-12x12 17' CONTINUOUS 17' - (2)p6k - (-)IY4" TE-1 8" SEE PLAN 8" 1441 N. RONALD REAGAN BL LONGWOOD, FL32760 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA B: 0003326 La F4 h 4 avHDIV. & LOT SILVERADO LOT 49 BLK 6 PROJECT# 04128.002-49061 MODEL: 4EAB "1672-ARIA" GARAGE 97IIMG: RIGHT PAGE: FOUNDATION PLAN 150 MPH EXP. B ROLMD A DATjL. 01/18/19 SCALE: 1/4"=1'-0" SHEET s1 30" MIN. EACH WAY MONOLITHIC FOOTING Z z t I, g 3TEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED • CELL SEE PLAN FOR SIZE AND 4 a O } CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS v d CI ` EGARAGE Q SPACING REQUIREMENTS cr t - - — �o °". DOOR m w a0 V W� -T� OOOg666 RECESS m o- cc Q FM = `aD Z S" CMU WALL O U S" CMU WALL .. CORNER BARS, SAME SIZE AS BAR W W Ow IN FOUNDATION WITH 30" LEG EACH w = a WAY AT ALL CHANGES IN DIRECTIONS to N TOP OF SLAB TOP OF SLAB ... SO THAT THE STEEL REINF. IS CONTINUOUS - - -� •may of MATCH AMOUNT OF CONTINUOUS BARS ° •I CURB FOR EXT. PORCH SLAB . • �_, SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA 4" CHAMFER (1STORY) 16' ,�... EXT. PORCH SLAB V AJ2IES SEE SLAB SCHEDULE TOP OF GARAGE °..I� LL CONTINUOUS STEEL MONOLITHIC I FOOTING REINFORCEMENT SEE SCHEDULE �=p, MASONRY UNITS SET AT EUEV: IV W/12'ISOLATION S•• CHAMFER (2STORY) 4"CHAMFER (iSTORY) d-0" JOINT (WHERE APPLICABLE) Z_ - • • #4 SEE SCHEDULE #S 24 3W W/,2'ISOLATION JOINT (WHERE APPLICABLE) Z `•3.a—'� -a S" CHAMFER (2-STORY) a EE SCHEDULE •- WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WxD, BAR SIZE FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (w 2 TO 3, PROVIDE 2 BARS), UNO 42" N EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE SCALE:3a'"=,'47 2 SCALE:3W=1•-U' CORNER BARS DETAIL DOOR OPENING @ GARAGE 3 4 SCALE: 3/4"=1'-01' SCALE: 3/4"=1'-0" w �a I T CAPPED �j V1 NEW REINF. BAR GALVANIZED PIPE O IL SECURED W/ 2- PART W/FLANGE @BASE a g I EPDXY. MIN. EMBED J Q 6', UNO Q O FOLLOW ALL MANF. M SPECIFICATIONS FOR Q m USE AND I SECURE FLANGE TO F=- PREPARATION OF SLAB W/(4) ,/4" X 2114" Z w HOLE. TAPCONS u, M o.Q�O 4" CHAMFER("TORY) 6•CHAMFER (2STORY) 5 BOLLARD ADDING BAR TO MONOLITHIC FOUNDATION 6 SCALE: 3/4"=1'-0" STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS Z cc �w U OU S.C.- TOP OF SLAB Z Z SEE SLAB SCHEDULE n g "ISOLATED" COLUMN PAD 60 CENTERED UNDER WALL AND POURED MONOLITHICALLY WITH — --•- FOUNDATION AND SLAB SEE SCHEDULE / FOR WxD, BAR SIZE ✓ AND BAR QUANTITY COMBINED EXTERIOR MONO - FOOTING AND COL. PAD 1 0 SCALE: 3/4'=T-0" 1441 N. RONALD REAGAN 8l LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 wwwzbdesigngtoup.com AA M 0003325 Y Z y Y 0 a O 4n O BU83DM & LOT SILVERADO LOT 49 BLK 6 PROJECT* 04128.002-49061 MODEM.• 4EAB "1672— ARIA" GARAGE SIMMO: RIGHT PAGE: DETAILS 150 MPH EXP. B P � D01/18/19 SCALE: 1/4"=1'-0" SHEET S1.1A DOWEL PLAN SCALE: 1/4" = T-0" d N. RONALD REAGAN St LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA M: 0003325 g o� U 4 q O 6�. 3UHDIV. ae W SILVERADO LOT 49 BLK 6 PROJECT/ 04128.002-49061 MODEM. 4EAB "1672- ARIA" GARAGE SMMG: RIGHT PAGE: DOWEL PLAN %150 MPH EXP. B D TZ Ol/18/19 SCALE: 1/4"=1'-0" SHEET s1.2 TIE VERTICAL REBAR mommll TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM VARIES PER ELEV. Z d eQ •I #5 BARS a a 0 CLEAN OUT REQUIRED IxFOR INSPECTION m z�Ic 4. O 0'-a FIN. FLR •a . TIE ERIZON REBAR a � TO HORIZONTAL � � a - REBAR W/ 10" HOOK BAR SIZE 48 BAR DIA �f-- ZIX #3 18' ' >O 9�' ;Dl CMU UNIT DIMENSIONS ARE NOMINAL SIZES O +� MASONRY SYMBOLS HORIZONTAL/VERTICAL 3 SCALE: 3/4"=1'-0" � REINFORCING 1441 N. RONALD REAGAN BL L0NGW00D, FL 32750 PH: 407-774-6078 FAX-407-774-4078 www.abdesigngroup.com AA #: 0003325 R d q q� U w 0 a O F �F Wju sUBDIV. de MRN SILVERADO LOT 49 BLK 6 PROJECT# 04128.002-49061 MODEL: 4EAB "1672—ARIA" GARAGE SI MG: RIGHT PAGE: DETAILS 150 MPH EXP. B 19 r 01/18/19c: 1/4"=1'-0"T .2A 7b\di1MICI`Cel1*3 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 10d x 1 1/2" HOG NAILS. SMALL JACKS < W MAY BE NAILED WW/ (10)d x 1 1/2" HOG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA WIN (10) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4-). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEERS REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" " x 2 718" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK DESSC..R�IPTICNV REMARK 0 (2) 2X8 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O. L = BOTTOM OF LINTEL / T.O.A = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (c SIZEREMARKS REINFORCEMENT STIRRUPS STM. TOP MID SIZE SPACING BBt MASONRY 3000 8.8 (1)#5 N/A GROUTED SOLID SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 48IAW.6111068 I SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH BU6 T4" (42') PRECAST 2231 4'4" (49) PRECAST 165E 4'4" (547 PRECAST 158E 8-" (SP) PRECAST 1217 8-10" (M PRECAST 1002 e4" (76') PRECAST 906 r4" Wj PRECAST 743 1M" (112") PRECAST 554 10'4" (128) PRECAST 475 11--e (131r) PRECAST 362 IZ-V (144') PRECAST 337 17-V pw) PRECAST 206 144r (16n PRECAST 279 14'4" (17r) PRES111SIMED NA 15'4" (1S4") PRESTRESSED NJL ir-C R051 PRESTRESSED NJL 191" R327 PRESTO N.R 21'-C On PRESTRESSED N.R. 27-W R64) PPMW&SM NA. 24'4" Mn PRESTRESSED N.R. mrmn=r 0KMX00KZ=0 00®Ommm omovoov OD®O�mm 0�m00�0 �mo��iaom (oom0000 �0®00�00: omovo mmovoKEE 0m00N=M I0�00�00 D000©00 0EEM©Ilim oo©ODE7E7 0mmmwml=m ODm00E7E7 �m000000 0000000 O�mm0E,17E:Ei I��000�0 ���mm0E:7 �DOD10�" 0�00®0� 0�00�00 0m�000� (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-LI T-r (42') PRECAST 10251 1024 1 105 W-r (4r) PRECAST 7W 769 1 1300 4'4" (54") PRECAST 602 Sd (64-) PRECAST 411 5'-IV (70") PRECAST 340 jS.34383 B4 Pa7 PRECAST 507 T4" (60') PRECAST 424 9-C (11Z) PRECAST 328 612 230 W-C (12r) PRECAST 204 401 180 11W" (138) PRECAST 210 462 154 124" (1"') PRECAST 244 402 137 13'4" (1W) PIECAW 217 324 110 14'4" (1W) PRECAST 206 203 100 114" (176") PRESTRESSED N.R. 264 61 1S4" (164-) PRESTRESSED N.R. 269 83 1r1" Wn PREIMIESSS) N.R. 194 64 15-4" Mn PRE N.R. 148 52 214" PM PRESTRESSED N.R. 126 42 2F-W R647 PRESIREM N.R. 116 40 eI N-W W" PRE'87RC�namuslowiffi SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 49AP-6111000 I SAFE LOAD - POUNDS PER LINEAR FOOT rr�r�_ r�_�mm�000 m�00��0 m0�00®0 00000mo 0�00000 Om�00�� K=m= 1m*1Ezrm=ff=wZm- 11mmmm©Osmsmm �Omm0�00 oom0000 oomQ�r��r� , fffnnfffff+.w+•fffr�ffff+fff•�fffrff� (*)THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. -ALL VALM TAKEN FROM %AFE LOAD TABLES" BY CASTC ETE MAY 201E EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE ALL PRECAST PRODUCTS ARE TO BE 616TALLED PER MANUFACTURES SPECIFICATXX48 -PROVIDE MINERS# 4' OF BEARING PAST EACH SDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE FE.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 16-012&03 86671T/OMPoB SF16- TPoMPo6 3 Fm m 2 d t p. °p °D GTc i or�o-i I/uwvue � E o 1' A, a r 5 3m P A d C 5 LINO, PROVIDE 881 WHERE ') s ROOF TRUSSES BEAR, TOP. OF WALL EL. 8'-8 , UNO. "t t � a a e 5 a?. r r � h, L-----� 8RF14- 1T/OM/OB S ° GT g # k s 8Fi6-iTPoMl0B f W284T/OM/OB 4 LIFT BEAM PLAN SCALE: 1/4" = 1'-O" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 000332E V oo 03 R iL BusDIV. B LOT SILVERADO LOT 49 BLK 6 PROJECT# 04128.002-49061 MODEL: 4EAB "1672-ARIA" GARAGE 8'rMCII.: RIGHT PAGE: LIFT BEAM PLAN AND NOTES 150 MPH EXP. B 2 Tali. FT►•T • � c .c DATM* Ol/18/19 acALE: 1/4"=1'-0" SHEET S2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10' HOOK - - 30" TYPICAL #5 BAR IN BOND BEAM CORNER /^- \ REINFORCING OF BOND BEAM SCALE: 314"=T-0" NOTES TO THE INSPECTOR/CONTRACTOR TYR9*xE, 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM m 1#5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. PLACE STEEL PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING �e HEIGHT. OF REINFORCING(L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #S BAR CONTINUOUS AROUND vo ASDEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LASTTWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYR 8'k16'S. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BONDBEAM COURSE OF BOND BEAM ISOMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE #5 / TOP OF THE LINTEL. A M\\�' Q 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. * = / � DBIL EAMW/ (8 #5 BAR BOND BEA • EACH COURSE G 8x8 BOND BEAM TOP OF • W/ BAR SONDBEA F F = FILLED W/ GROUT .y -(t\p U = UNFILLED GROUT SOLID FROM oTOP NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM BEAM COURSE �� /— SEE NOTE 5 A !A01. 16-1 T/1 1Y1/ 8X8 PRE -CAST CONCRETE NOMINAL—�� LINTEL W/(1)#5 BAR(L2) �VIF ONRY HEIGHT #OF#5'S, TOP - OPENN LENGTH OF BAR=WIDTH OF gEAM DESIGNATION BOND BEAM COURSE OR IT IS THIS ENGINEER'SINTENT #OF #5'S, BOTTOM 8x8 PRE -CAST CONCRETE SCALE: THAT XFXX-1T/1MMB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER AND XFXX-1T/OM/OB INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS TOP OF OPENING PRECAST HEADER(MIN) 214 (MIN 2 X 3)1-3M6 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 3 2x6 (MIN 2 X 3) 2-V16 TAPCON . 1/4" PRE -CAST OR DRIVE PIN (MIN SHANK WINDOW SIZEA45 MIN HEAD SIZE .300 SILL ) 8"4 = SLOPE FROM EACH END AND 18' O.C. MAX. MIN 1-14' n EMBEDMENT 2X8 (MIN 2X 3)2-3M6 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 1/4") 8" FROM EACH END AND SECURE TO SHEATHING Wl 18" O.C. MAX. MIN 1-1X' MIN. 2-12d PER BLK. EA END EMBEDMENT VCMUWASHEATHING 7B TYPICAL MASONRY WINDOW LL SILL CONSTRUCTION ARCHWAY FRAMING DETAIL SCALE: 314"=1'-0" i44i N. RONALD REAGAN 8i LONGVMD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 wwwabdesigngroUp.com I, AA S: 0003326 b SUHDIV. de L+OT SILVERADO LOT 49 BLK 6 PRoJEcT# 04128.002-49061 MODMT- 4EAB "1672- ARIA" GARAGE 8VfMG: RIGHT PAGE: DETAILS 150 MPH EXP. B FDCMD A ABOUCWAM L AR NO 93M DATE:of/le/is SCALX: 1/4"=f-0" SHEET S2.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 10d x 1 1/2" HDG NAILS. SMALL JACKS < 9' MAY BE NAILED W/ (10)d x 1 1/2" HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 1 Od x 1 1/2" HOG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 1 Od x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE VITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2X4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,5W LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. & TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. I -PLY G: 496 LBS U:-145LBS 14-LY G: 671 LBS U:-317 LBS 1-PLY G: 677 LBS U:-390 LBS 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS & SECURE TO BM. W/ USP HLPTA75 USED TO BRACE TOP OF WALL. FRAMING PLAN SCALE: 1/4" = 1'-0" 14-L.Y GL 2032 LBS U:-1280 LBS G: 2013 LBS U: -1006 LBS 1-PLY 1569 LBS -897 LBS 1441 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 wwwAbdesigngroup.eom L AA d: 0003325 R 14 01 V 8 14 0 v O r ti 4A 91 OU13DIV. & LOT SILVERADO LOT 49 BLK 6 P1iOJECTp 04128.002-49061 MODEI: 4EAB "1672-ARIA" GARAGE STrMG: RIGHT PAGE: FRAMING PLAN %150 MPH EXP. B 'u W, i �_ iT ►TT i 7 DAIM 01/18/19 19CALE: 1/4"=1'—O" $MEET s3 PLYWOOD SHEATHING, SEE # UPLIFT USP "ROOFANALUFLOOR HTWM20 W/1010d TO WM SHEATHING TRUSS AND (4)1M" x 2114" FASTENER SCHEDULE" TAPCONS TO CONT A{1)USP HTA16 TRUSS ANCHOR WITH (9) POURED LINTEL 10d x 1 12" TO TRUSS. FL#17680 B{2) USP HTA16 TRUSS ANCHOR WITH (9) # 1900 UPLIFT (2) USP 10d x 1 10 TO TRUSS EA STRAP. FL#17680 HTWM20 INSTALLED ON PRE-ENG TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OPPOSITE FACES OF OVER TRUSS (NOT SHOWN) BLOCK WALL W110 lDd TO 2 1!4" 1x2, 2x WOOD FASCIA TAPU ONSS S TO OONT11,Vx CONTINUOUS BOND BEAM SEE ARCHITECTURAL POURED LINTEL 2x SECURED W/ (3)16d GALV. COMMON NAILS, ENGINEERED WOOD tx2 SECURED W/ 10d TRUSSES 0 24" O/C, GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 12' O/C FOR REVIEW AND APPROVAL MASONRY BOND SEAM SEESCHEOULE A ALLOWABLE UPLIFT = U:1870 LBS, 1:710LBS (1 STRAP) B ALLOWABLE UPLIFT = U:2430 LBS, L:1310LBS (2 STRAPS) TAP CONS MIN. 7' COVER 2' APART REPAIR OF MULTIPLE �PICAL TRUSS/ SSZIR—D—ERCONNECTOR(�-� MISPLACED EMBEDDED TRUSS ANCHOR � 3 SCALE —'=1'-a' (2) 2X4 No.2 SYP 2x4 BLOCKING BETWEEN BRACE W/ (3)12TRUSSES WHERE TRUSS (DIAG. BX-BRACING IS PRESENT AT COVER 5 TRUSS4'-0" O.C. (AT SHEATHING 0'-0" TO 30'-0" (1)'W- BRACESEAMS) 30'-1" TO 60'-0 (3) -X. BRACESECURE 2x8 P1. PLATE (1) "X" BRACE 0 CENTERTO SILK W/ 1/Y' DIA. (2)'X" BRACE DIVIDED EQUALLYANCHOR BOLT W/ 7' FROM CENTER TO END.WASHER SET IN HIGH 2x WOOD FASCIASTRENGTH EPDXY 6" tTO SEE ARCHITECTURALMIN. EMBED, AT 37OC MAX. PRE-ENG GABLE TRUSSSECURE GABLE TO 2x8 P.T. PLATE W/ 12d's S" STIFFBACK (AS PERO.C. MAX TRUSS ENG)CONT. 2x4 SECURED W/ (2)10d's G EACH TRUSS 11 INSTALLED10'-0" O.C. MAX. SEE SCHEDULE FOR BOND BEAM REQ. 7 BLOCK WALL W/ GABLE END PRE-ENGD TRUSS SCALE:34..=1-0„ THE USE OF ALTERNATE MATERIALS MAY BE NOTCH DEPTH I/4•D HOLE EDGE>Se' USED SO LONG AS THEY CONFORM TO THE HOLE DIAMETER FOLLOWING <2/5•D SGL STUD OUTER 1/'3 OF 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES OLE EDGE >5/8" AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A USP RT16A (FL#17236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE 01 SUBJECT TO F1 AND F2 FORCES. BTM. HOLE DIAMETER PLATE <3/5'D D.L. STUD ALTERNATE MATERIALS STUD NOTCHING 11 SAND BORING LIMITS O SCALE: 1 1/2'=1'-0" SCAE:3/4"=1'(Y' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-8078 FAX 407-7744078 www,abdesigngroup•com AA #'. 0003325 14 i gq O may.. 14 3 if# us 0 BU13MV. & LOT: SILVERADO LOT 49 BLK 6 PROJECT#/ 04128.002-49061 MODEL 4EAB "1672- ARIA" GARAGE 87RNO: RIGHT PAGE: DETAILS 150 MPH EXP. B 2 —011 DwOl/18/19 SCALE: 1/4"=1'-0" SHEET S3.1A PRE-ENG GABLE TRUSS 2A BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS T-9' O.C. (AT O PRE-ENG'D WOOD SHEATHING SEAMS) (BLOCKING TRUSS (TYP) 0 ZV O.C. NOT SHOWN FOR CLARITY) MAX 0 FOR STRAPPING VERIFY SECURE 2c6 PT. PLATE TO BLK W/ TRUSS PLAN W/ 1/2' DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 37' DCMAX. SECURE GABLE TO 218 P.T. PLATE W/ 12d's V' O.C. MAX CONC.POURED LINTEL COURSE CONT. ZA SECURED W/ (2) 10d's @ EACH TRUSS TO BE INSTALLED @ 101-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG 8 GABLE TRUSS @ CMU WALL SCALE- 3/4"=t'-0" 1441 N. RONALD REAGAN BL L ONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 wwwAbdosigngroup.com AA #: 0003325 Z y 0 a IML-3 40 u f 0 s StMDIV. ae LOT SILVERADO LOT 49 BLK 6 PIoJECT# 04128.002-49061 MODET. 4EAB "1672-ARI9" GAISAGE Swndc: RIGHT PAGE DETAILS 150 MPH EXP. B r� 01/18/19ALE: 1/4"=1'-0"EET !.1B (2) 2X4 No.2 SYP DIAL. 2x6 OUTLOOKER 0 24" O.C. y BRACE W/ (3)12d 0 EA SECURED W/ USP RT16A VTT SPACING (1) AT EACH END ti TRUSS (DIAG. BRACE TO �..I. AND 6'-(Y' O.C. MAX COVER 5 TRUSSES) 2x SUB -BAND 0'-0" TO 30'-0" (1) "X" BRACE W-1" TO 60'-0 (3) "X" BRACE (1) "X" BRACE 0 CENTER "X" PRE -ENO GABLE TRUSS pp (2) BRACE DIVIDED EQUALLY STIFFBACK AT ALL \ 5L1141 FROM CENTER TO END. HI UPRIGHTS OVER 4'-1 ' GH (AS PER TRUSS ENO) \ Ill \ PLYWOOD SHEATHING, SEE \ ° "ROOFM/ALL/FLOOR SHEATHING FASTENER SCHEDULE" INI SEE TYP. TRUSS CONNECTOR \ 1 "- DETAIL FOR STRAPPING INFO. lx2, 2x WOOD FASCIAfENGINEERE.,D ONNECTION PER c SEE ARCHITECTURALUSS MFG. 2x SECURED W/(3)16d WOOD SIDE VIEW GALV. COMMON NAILS. 24" O/C,lx2SECURED W/ 10d P DRAWINGS GALV. COMMON NAILS CONT. 2x4 RAT RUN12, O/C AL SECURED W/ (2)12d's 0 MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS PRE-ENGINEERED HIP RETURN SCALE:34"=1'-0' OW/ VALLEY TRUSS CONNECTION SCALE: N.T.S. L441 N. RONALD REAGAN 8l LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com l AA A: 0003325 d Z 14 O g O BtMDM do LOT: SILVERADO LOT 49 BLK 6 PROJECT* 04128.002-49061 HODEIL 4EAB "1672- ARIA" GARAGE SWING: RIGHT PAGE: DETAILS 150 MPH EXP. B PRAM A ABOUCHAMA L AR NO 93M J DAR Z 01/18/19 SCALE: 1/4"=1'-0" SHEET S3.1C w n TL HIP POOF i A l ROOF WIND DESIGN PRESSURES N (GROSS) A-10 ZONE 1 = 8.97 PSF (19.97) ZONE 2 =17.98 PSF (27.98) ZONE 3 = 33.53 PSF (43.53) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: ISO MPH WIND EXPOSURE: "B" RISK CATAGORY: 11 APPLICABLE INTERNAL PRESSURE COEFFICIENT *-0.18 ROOF DLAPKRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7116' O.S.B. OR 10COX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 CDX EXT. PLYWOOD, WITH So RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND Bd RING SHANK GUN NAILS AT G' O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL ROOF SHEATHING TO GABLE END FRAME USE Sd GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN V OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA SHANK TENSILE STR. SHANK 8d RING SHANK 2 UZ' 0.120" 170.000 RING (16-20 RINGS SCREW SHANK PER INCH) 8d SCREW SHANK 2 If2' 0.120' PNEUMATIC SCREW44AILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATHING USE 12" CDX OR 7/18" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL, 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES J 2 Z O 7 W � LL O Z Y O o Z a O x N Y 3 Z _W K u) I Z� TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END, RaZTER OR TMR nSe .--_-I ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE LSD FRAIMM Sd RING SHANK GUN NAILS 6" O.C. IN FIELD ` . RING SHANK GUN NAILS ® 17 O.C. IN FIELD or Sd x 212' SCREW SHANK PNEUMATIC SCREW -NAILS @ 17' 0.B.jN FIELD J\ TYP. 3/4" T&G SUB-FLUGH UECKING ULUEU 10 ALL LAYUStU MtMBtHS GENERAL NOTES: 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. APPLICABLE BUILDING CODE STANDARDS. FBC-R 2017, 6II EDITION AG 31S-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTMC33. MAXIMUM AGGREGATE SIZE SHALL BE 3W" PROVDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER ALL EXPOSED EDGES OF CONCRETE ARETO BE CHAMFERED 31C. PROVIDE &MIL CONRM OUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLASSONGROUtO WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 6INCHES AND SEALED WITH ADHESIVE TAPE FORMWORK FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE NTH ACI 347, 'RECOMMENDED PRACTICE FOR CONCRETE FORMWIDRK. WOOD: NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED W DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWNGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, GIN EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WTH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. 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. DESIGN LOADS: WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2" CHAIRS SPACED Y-O' OC, EACH WAY. REINFORCING STEEL: REBAR SHALL BE ASTM A615 GRADE 60 DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION, HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS REVIEW, ROOF. LIVE LOAD FLOOR. LIVE LOAD 40 psf TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25' #6 BAR - 36" 20 psf TOP CHORD i1M<W W-t #5 BAR - 30' #7 BAR - 47 10 per BTM CHORD-nuncwerd PROVIDE 38' x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. DEADLOAD DEAD LOAD 15 ps1 TOP CHORD 20 PO TOP CHORD (7 psf W/ ASPHALT SHINGLES) (10 PST WI No GYPCRETE) 10 PST BTM CHORD 5 psT STM CHORD DEAD LOAD TO RESIST W ND UPLIFT: IOPsf BALCONY LIVE LOAD 60 psf STAIRS LIVE LOAD 40 ps1 WIND: DEAD LOAD SPEED =150 MPH 3- SECOND GUST (ASCE 7.10 (FBC R2017) EXPOSURE B, RISK CATEGORY 10 SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING 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, ELEVATIONS, DIMENSIONS, ETC. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. DRAVANGS SUBMITTED WTHOUT REVIEW W LL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON- TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER IN ALL INSTANCES, THE CONTRACT DOCUMENTS W LL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 Pd. FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE.RECOMPACTED AND RETESTED AT THE CONTRACTORS EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED F 4 PRIOR TO THE ADDITION OF PL/STIC12ER CONCRETE SHALL COMPLY WITH ALL THE REOLARDAEQTS OF ACI 301 AND ASTM C-94OR MEASURING, MANG, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIMESTNAFED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER B ADDED TO THE MX UNTIL IT IS DEPOSITED IN ITS FINK POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLAW ABOVE. REWIRED CONCRETE COVERAGE OVER REBAR SHALL L BE AS FOLLOWS: A. 3' FOR CONCRETE CAST AGNNSTAND PERMANENTLY EXP0.SEDT0 EARTH (FOUNDATIONS) B. FOR CONCRETE EXPOSED TO EARTH ANDIORWEATHER 1-10 FORA AND SMALLER 2" FORMS AND LARGER C. FOR CONCRETE NOT EXPOSEDTO WEATHER 314" FOR SLABS, WALLS AND JOISTS 142' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -UPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, -DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "TPUWTCA BCSI I. COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER W LL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE LSD FRAIMM Sd RING SHANK GUN NAILS 6" O.C. IN FIELD ` . RING SHANK GUN NAILS ® 17 O.C. IN FIELD or Sd x 212' SCREW SHANK PNEUMATIC SCREW -NAILS @ 17' 0.B.jN FIELD J\ TYP. 3/4" T&G SUB-FLUGH UECKING ULUEU 10 ALL LAYUStU MtMBtHS GENERAL NOTES: 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. APPLICABLE BUILDING CODE STANDARDS. FBC-R 2017, 6II EDITION AG 31S-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTMC33. MAXIMUM AGGREGATE SIZE SHALL BE 3W" PROVDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER ALL EXPOSED EDGES OF CONCRETE ARETO BE CHAMFERED 31C. PROVIDE &MIL CONRM OUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLASSONGROUtO WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 6INCHES AND SEALED WITH ADHESIVE TAPE FORMWORK FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE NTH ACI 347, 'RECOMMENDED PRACTICE FOR CONCRETE FORMWIDRK. WOOD: NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED W DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWNGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, GIN EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WTH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. 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. DESIGN LOADS: WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2" CHAIRS SPACED Y-O' OC, EACH WAY. REINFORCING STEEL: REBAR SHALL BE ASTM A615 GRADE 60 DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION, HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS REVIEW, ROOF. LIVE LOAD FLOOR. LIVE LOAD 40 psf TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25' #6 BAR - 36" 20 psf TOP CHORD i1M<W W-t #5 BAR - 30' #7 BAR - 47 10 per BTM CHORD-nuncwerd PROVIDE 38' x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. DEADLOAD DEAD LOAD 15 ps1 TOP CHORD 20 PO TOP CHORD (7 psf W/ ASPHALT SHINGLES) (10 PST WI No GYPCRETE) 10 PST BTM CHORD 5 psT STM CHORD DEAD LOAD TO RESIST W ND UPLIFT: IOPsf BALCONY LIVE LOAD 60 psf STAIRS LIVE LOAD 40 ps1 WIND: DEAD LOAD SPEED =150 MPH 3- SECOND GUST (ASCE 7.10 (FBC R2017) EXPOSURE B, RISK CATEGORY 10 SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING 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, ELEVATIONS, DIMENSIONS, ETC. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. DRAVANGS SUBMITTED WTHOUT REVIEW W LL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON- TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER IN ALL INSTANCES, THE CONTRACT DOCUMENTS W LL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 Pd. FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE.RECOMPACTED AND RETESTED AT THE CONTRACTORS EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED F 4 PRIOR TO THE ADDITION OF PL/STIC12ER CONCRETE SHALL COMPLY WITH ALL THE REOLARDAEQTS OF ACI 301 AND ASTM C-94OR MEASURING, MANG, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIMESTNAFED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER B ADDED TO THE MX UNTIL IT IS DEPOSITED IN ITS FINK POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLAW ABOVE. REWIRED CONCRETE COVERAGE OVER REBAR SHALL L BE AS FOLLOWS: A. 3' FOR CONCRETE CAST AGNNSTAND PERMANENTLY EXP0.SEDT0 EARTH (FOUNDATIONS) B. FOR CONCRETE EXPOSED TO EARTH ANDIORWEATHER 1-10 FORA AND SMALLER 2" FORMS AND LARGER C. FOR CONCRETE NOT EXPOSEDTO WEATHER 314" FOR SLABS, WALLS AND JOISTS 142' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -UPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, -DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "TPUWTCA BCSI I. COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER W LL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WTH ANSI A58.1-1982. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSESIGIRDERS TO COLUMNS AND WALLS FOR APPROVAL. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. 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 DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS LAYOUT, SPANS 8 ALL TRUSSI HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT W THOUT THE APPROVAL OF THE ENGINEER. AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL MASONRY: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WTH ALL REQUIREMENTS OF THE PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLO - "SPECIFICATION MASONRY STRUCTURES" (ACI 5301 ASCE 57AAS 402, BUILDING CODE REQUIREMENTS FOR LICENSED PROFESSIONAL ENGINEER. MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK MANUFACTURED IN CONFORMANCE WITH ASTM "0, GRADE fm = 1500 PSI. BLOCK SHALL BE PLACED USING RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS SPECIFICALLY NOTED OTHERWSE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" COURSE AGGREGATE, AND SHALL BE PLACED W A SLUMP OF S" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. TYPE "M" OR "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 UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O STRUCTURALSTEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36, Fy = 36 ku FOR ANGLES, PLATES, AND WSRAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B, Fy = 46 W. STRUCTURAL PIPE SHALL BE ASTM-53, GRADE B, TYPE E OR S. Fy = 35 lai. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE NTH THE TURNOFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANES ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PROVIDED BY THE TRUSS ENGINEER. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "USP STRUCTURAL CONNECTORS" BY USP, OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APRIGTON SIZE TYPE BPALYIIG REMARKS A^PIIGTxIN SIZE BPAGND RHAARa IMASMFVIG'NJC HMWNED WIL NVL 11?LONG. �� GANGEOWREDIX To- SEE DEfNI SEE DETAIL SEE DETAIL SEE DETAIL -- x ,9EE NOTES NAL11?LOND. STAWERED xaTO MPaJMngONG 9EE DETAIL SEE DErNL SEE DETAIL SEE DETAIL CA4E W.RDEI.EFDOGL sort YANDON4loOPoFAsrHm CONTACT THIS ENGINEER FOR SPACING REQUIREMENTS SNINO DOOR BUG(h PT.9FE NOTES (n y1891A NO Wq&IER -TApgT!' FASTNFR 1PGC t1YY EMSER e'ENO. GST.,f f/C EDGEpST. -LT. ONG WOW N.L TO CONC.9lAB ?• I•EMBEO. <•END W/W-T]<OC . 3'EWEpST. PT'MNOOYV eOp( 0.1•PW�v21N' S'OG 4-DIET. 11? O STEEL COL, SEf 9tAGGHtEO " EDC G NOTES NOITEII 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BLACKS SHALL BE AS PER MANUFACTURERS SPECS AND / OR NCA & ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BLACKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 8. W NDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR W NDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WTH A WOOD DOOR FRAME. ix MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W TAPCONS OR PAF TO THE SUBSTRATE. 1441 . RDNALD REAGAN 13LVD LONGWOOD, FL32750 PH: 407-774E078 FAX: 407-7744078 www.abdesigngroup.com AA#: 0003325 [tl O h O F SUHDIV. tc LOOT: SILVERADO LOT 49 BLK 6 'ROJMT# 04128.002-49061 MODEL• 4EAB "1672-ARIA° aAI2AGE SQINCi: RIGHT PAGE: DETAILS V. 150 MPH EXP. B pltD" DATE. 01/18/19 SCALE: 1/4"=1'-0" a*== SM E -Fl- 9,'ll If-4 2, 236 31 (9 c