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HomeMy WebLinkAboutBuilding Plans• STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR DR HORTON HOMES 1430 CULVER DRIVE NE PALM BAY, FL 32907 TEL: (321) 733-7092 FAX: (321) 733-7972 • STATE OF FLORIDA PROFESSIONAL ARCHITECT: MICHAEL C. ANDERSON AR No. 17305 A.B. DESIGN GROUP, LLC 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 Tel: (321) 802-3591 DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER 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 BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A 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 WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE .CONSTRUCTION BASED ON THE DRAWING SET. 1430 CULVER [DRIVE NE, PALM BAY, EL 32907 DESIGN CRITERIA: • FURIDA BUII.DING CODE, RESIDENTIAL, 6TH EDITION (2017) • ALL LOCAL AND STATE CODES *OCCUPANCY •CONSTRUCTION TYPE • MIN. INTERIOR FINISH • BASIC WIND SPEED *EXPOSURE -I—STORY RESIDENCE •2-STORY RESIDENCE — RESIDENTIAL, GROUP R3 — VB — CLASS B — Vult=160 MPH Vasd=124 MPH -C — MAX. HEIGHT AS PER LOCAL AND STATE CODES SQ.FT. CALC.'S LIVING 1612 SQ. FT - GARAGE 432 SQ. FT_ ENTRY38 SQ. FT. LANAI S& SQ. FT. TOTAL 2238 SQ. FT. A/C VOLUME 14381h CU. FT. Tel: (321) 733-7092 ABBREVIATIONS Fax: (321) 733-7972 ARV. ABOVE LAV. LAVATORY A/C AIR CONDITIONING T ITM. i ITMINOUS AD.1 ADJUST -MILE VLC, MPDICTNE C.ABINE,T AFT. ALTERNATE NIFR, MANUFACTURER AMP, AMPT,RAGE MIN_ MINIMUM BD_ BOARD M.T. MFTALTHRFSHOI D CL CENTER LINE MTD. MOUNTED CAB. CABINET \ITL. METAL CLG. CEILING N.T.S. NOT TO SC'AI_E C'LR. CLEAR O.C. ON CENTTR CONC. CONCRETE PL PROPERTY LINE CPT. CARPET Y.B. PITSH BUTTON (.T. CERAMICTILE PH, PHONE D. DRYER PI.T, PLATE DBL. DOUBLE PLYWD PLYWOOD D.G. DU AL GLAZED PR. PAIR DM. DIANIETER P_I. PRESSCRE TREATED DUNE D1MEN'S1ON R_ RISER D1SP. DISPOSAL RAD. RADIUS DP. T)ETP R.A.G RETURN AIR GRILL DR. DOOR REP- REFRTGER ATOR D.S. DOWNSPOCT RM. ROOM DTI_ DETAIL RO, ROUGH OPENING D.W. DISHWASHER S.C. SOLID CORE CAT DR EA. EACH S.U. SMOKE DETECTOR ELEV. ELEVATION S.H. SINGLE HUNG EQ, EQUAL SHE. SHEET EXH. EXHAUST SHTHG. SHEATHING EXT. EXTERIOR SHWR, SHOWER F.G./FX. FIXED GLASS SCM. SIMILAR F.G. FTTELGAS St" SLIDING FIN. FINISH SI_ C.I.. SLIDING GLASS TT.R. FLOOR STD, STANDARD FLUOR, FLUORESCENT SWS SHEAR WALL FR.DR. FRENCH DOOR SECTION FTG. FOOTING TEMP. TEMPERED GLASS GA. GAUGE THK. THICK GAR. DIST. GARBAGE DISI'OSAL T.Q.(. TOP OF CURB G.F.1, GROUND FAULT CIRCUIT T.O.P_ TOP OF PLATE INTERRI`PTER T.O.S_ TOP OFSLAB GL. GLASS TYP_ TYPICN. GYP. I3I). GYPSCM BOARD U.N.O. LINLESS VOTED H.B. ROSE BIB OTHERWISE H.C. HOLLOW CORE V,P. VAPOR PROOF HDR. HEADER W. WASHER H(T. OR HT HEIGHT W/ WITH 1NSUL. INSULATION WD, WOOL) INT. INTERIOR WDW. WINDOW W/H WATER HEATER W.I. WROUGHT IRON REVISIONS DATE J)E6(;X11j'1'10N 0110548 51D SET ISSUED 01/15/18 201-1 FSC UPDATE 01/29/18 BID SET RE -ISSUED 04/18/18 FOOTING REVISION PER M. 50WES 02/2249 PLAN MAINTENANCE 03/28/19 REVISED LINTEL SIZE AT FRONT ENTRY DOOR 04/24/113 ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL 5AT50N 04/24AS IREV15ED HVAC VOLUMES ON SQFT GALL SCHEDULE 06/21/19 ADDED LED LIGHTS a KITCHEN E BATHROOMS PER MARK $OWES INDEX OF DRAWINGS ARCHITECTURAL SHEET # DESCRIPTION PG CS -COVER SHEET PG GN-GENERAL NOTES PG Al -FLOOR PLAN PG A2C-ELEVATION "C" PG E1-ELECTRICAL PLAN PG P1-PLUMBING PLAN PG M1-HVAC PLAN PG D1-DETAILS PG D2-DETAILS PG WA1-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA6m-WALL ASSEMBLY DETAILS STRUCTURAL SHEET PG S1-FOUNDATION PLAN PG S1.1A-DETAILS PG S1.2-DOWEL PLAN PG S1.2A-DETAILS PG S2-LIFT BEAM PLAN AND NOTES PG S2r1A-DETAILS PG S3-FRAMING PLAN PG S3.1A-DETAILS PG S3.1B-DETAILS PG S3.1C-DETAILS PG SNl -DETAILS PG PAl -PRODUCT APPROVALS DESCRIPTION R VewQ ss COIDE ED FOR ST. LU,P E CpV NCE ft eC OVTy 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 J ti W v W t 0 v U3 A F A Cr svHDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #51 PROJECT# 04321.200 051R1 MODEL 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: COVER SHEET 60 MPH EXP. C ARCHITECT - STATE OF FLORIDA OCT 3 0 2019 MICHAEL C. ANDERSON AR NO 17305 ri &A� a DATE: 10 19 E/24 / SCALE: 1/4"=V-0" SHEET CI GENERAL NOTES ` SITE WORD TIMBER 1, ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 1. REFER TO THE SOILS REPOIfT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 6th EDITION, (2017) .AND IN CONJUNCTION WITH ASCE 7-10. ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. REFER TO THE CIVIL DRAViNdt FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, HEREIN: SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL A• AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) 2. WHERE BUILDING LOCATIONS ARE .DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL B. NATIONAL FOREST PRODUCTS ASSOCIATION': BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY FINISH GRADES, PLANTING AND IRRIGATION. I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. I3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE'MI.NIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE D. TRUSS PLATE INSTITUTE: ARCHITECT. I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-2014) 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'/z THE HORIZONTAL E. APA - THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 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" L MBE EXPOSED TO WEATHER R AGAINST SOIL CONCRETE OR MASONRY 2, AL LUMBER 0 SO RY MUST BE PRESSURE TREATED. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE o LAYERS AND COMPACT TO 95 /o MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. FABRICATION OF THE WORK 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR 8. EXCAVATIONS TO BE A MINIMUM OF 3' 0" BEYOND NEW FOOTING LINE. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8FT . SQ. SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED, 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE PLUMBING 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. REQUIREMENTS. 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. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE 3. CONDENSATION LINES SHALL BE MINIMUM 3/4" PVC (SCHEDULE 40), INSULATED WITH''/z' AMAFLEX. ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC, UNLESS SPECIFICALLY DETAILED. CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 5 ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6 NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES, GARAGES AND CARPORTS 11 SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 1. GARAGE DOOR DRAWING. 8 FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 AD A. ENGINEERED FOR MIN. WIND LO LISTED ON COVER SHEET 9 THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE, B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER 12 TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, 10. DRILLING &NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMENT PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE EXTERIOR WALL COVERINGS 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING . ' APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL -SE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR PURPOSES SHALL NOT BE PERMITTED, OTHER OPENINGS BETWEEN_THE GARAGE AND RESIDENCE SHALL BE EQ IPPED WITH BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: THE WALLS FOR COMPONENTS AND CLADDING L'bADS IN ACCORDANCE WITH TABLE R301.2 (2) AS MODIFIED BY TABLE SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, -SOLID OR HONEYCOMB CORE STEEL DOORS !NOT,LESS THAN "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE 1-3/8 INCHES THICK; OR 20-MINUTE FIRE -RATED DOORS. TREATMENT IS IN ACCORDANCE WITH RULES AND 'LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE, WALLS OR CEILINGS SEPARATING THE AGRICULTURE AND CONSUMER SERVICES." EXTERIOR FINISHES DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM N0, 26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID ' 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, A" THICK, OVER FRAMED WALLS ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS,INTO THE 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. GARAGE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH 4. R SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIO AREA BY NOT AS PERLESS ASTM-C926 & ASTM-C1063-12a. THAN'h -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE 3. LATH & ACCESORIES PER ASTM-C=1063.11A & R703.7 1 ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT ALL STUCCO CONTROL JOINTS - - -- KICK -OUT DETAILS WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHAL ALSO BE "L" FLASHING HORIZONTAL LATH AND PAPER DETAILS PROTECTED BY NOT LESS THAN /�-INCH GYPSUM BOARD OR EQUIVALENT. -- PIPE 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-Cl063 =11A AND R703.7. FIRE RESISTANT CONSTRUCTION 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 SERVICESARE NOT A PART OF AS DESIGN GROUP'S 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 BUILDERS/ CONTRACTORS 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. EXTERIOR CEILINGS 1, EXTERIOR CEILING TO BE 112" GOLD BOND BRAND EXTERIOR 0 SOFFIT BOARD INSTALLED PE RPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W"DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32901 w PH: 321-802.3591 www.abdesigngroup.com 4 AA # 0003325I F lITcni w o A �;1 P t� Y: �I F A " I a ) h . SLJ'DiV:. Be LOT: CREEKSIDE PHASE 2 LOT #51 OJECT* 04321.200 051R1 ODEL 4EAB "1672-ARIA" - Z .A: CAGE SWING: I RIGHT AGE: GENERAL NOTES I TVIPH EX� CI v v OCT- 0 2019 MICHAEL C. ANDERSON AR NO 17305 y D10/24/19 SCAT :1/4"=1'-0" CONTROL DATE: 07/23/19 (CM) �"IAIEET II G N a GROUND WIND DESIGN SE'12C SUBJECT TO DAMAGE FROM SNOW SPEEDC, TOPOGRAPHIC DESIGN WEATHERING" FROST LINE TERMITE LOAD (MPH) EFFECTSI'L CATAGORYr DEPTH" NA 160 C NA I NEGLIGABLE NA VERY HEAVY WINTERICE BARRIER FLOOD AIR MEAN DESIGN UNDERTLAYMENT HAZARDS a FREEZING ANUAL TEMP' REQUIRED', INDEX ' TEMPS 42 NA SEE SURVEY NA NA FLAME SPREAD AND SMOKE INDEX FOR WALL ,AND CEILING FINISHES SHALL BE 1N ACCORDANCE WITH SECTION FBC R302.9.1 THROUGH FBC R302.9.4 FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH SECTION FBC R302.10.1 THROUGH FBC R'302.10.5 .d ro , 4 e,.• vw r �., GABLE ROOFS WALL t) 1 ilk ` M LA G\ 1W i�,, 4 t2 .. <, aF iG • I " < o's :SEWN _ GABLE E ROOF 10G < 0 z� 45<: HIP ROOFS 40'-�0 � w :NiTiA°- 4 $e`Y in 41 E. 3a6ti. FIGURE Rol.2 s COMPONENT AND CLADDINPRESSURE ZONES i 12'_0' 26'-8 11 (2) 3052-SH (2) 3052-SFd SS LAN a' -a' cLG. h I j DINING OWNER'S .0 I ROOM SUITE .09 I a,-8' CLG. 8'-8' (rAA Cal -oilv 2'-ro 1 (2) 3051-SH — n n F m �n -101, n r �T — GREAT ROOM i iF m I -sH 8'-S' CLG I I --- I I I e mcZp OI & A I O L 11 b Al I 9 I C. — B KITCHEN W.I.C. 8'-8' CLG. Al UI 12' S" 4'-4" 3'-,5 3' 9" -0. c4 * ro cpNWu � I `� � •_J 2X8 In lu s BDRM.#3 jGai�j 3-SH O. 8'-8' CLG. _ LAv. 8 BATH 8 CLG. LAV EXTERIOR MASONRY WALL BRCS. HEIGHTS r BRCS. 10'-0' Bias's. BRG. SQ.FT. CALC. S LIVING GARAGE ENTRY LANAI 16"12 432 38 96 SQ. FT. SQ. FT. SQ. FT. SQ. FT. TOTAL 2238 SQ. FT. A/C VOLUME 14381b CU. FT. j COWON ENT AND CLADDING WIND LOADS BASIC WIND EWOSM FOR 3 SECOND GUSTS OPENINGSAND SQUARE FOOTAGE ZONE 100 WH WIND M�U F EMM MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING 21 5 32/-42 DR MIN. CRITERIA sno. MIN. -12 5 30/-31 CRITERIA I�I• ', 8010 O.HD. �i 56 5 32B/-38.0 s 160i0 O.H.D. 112 5 30."1 SOFFIT N/A 5 31b/-388 ROOF TILE N/A 3 -6829/ IF -5829 APPLICABLE BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = f 0.18 BLDG. CAT.=II, 'i EXP.=C, MEAN ROOF HT. = 15'-9" 0 PRESSURES HAVE BEEN MODIFIED PER FBCR BTH ED. (2017) R301.2,1 TO MEET TESTED ALLOWABLE OR �I� r NOMINAL WIND LOAD VALUES FROM THE PRODUCT I MANUFACTURRR, CONTROL DATE; W20118 _J IR-ISH w IIU Al i ii 36'x60' ,v - d� 0 4I I(K i 0 SHW1 PAN ENCL u �----y v .3 SH `" iR-ISH BATH #2 B II U AV. Alr V. 21_41 3 -all M.t. r BDRMA2 8'-8' CLG. 6 (2) 3052-SH r EGRESS _ L.1 ARCH 2I' roll 0 4 _4 11'-011 8 _4 [ LAUN. 8'-8' GLG. 5WH. r 22 "x� � I ATTIC I L ACeQV1S J OND BOLLARD C AS REQ. PER 5LDG. CODE -FOYER 8'-8' CLG. GARAGE 8'-8' CLG. —30h8 W/ 36'X12' TRANS. ASV. - ENTRY 8'-8' CLG. 16'-0'X7'-0"O.H.D. --------------- 0"1116'-0„ 1g,_4 DBL. TOP PLATE u I BAR DETAIL A SCALE: 1/2'=I'-0' 7 R ARCH DTL. L SCALE: i/2 1'-0" FLOOR PLAN SCALE: 1/4' No I'-0' 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 PAID LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -GORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. 551 S. APOLLO BLVD., SUITE 202 IELBOURNE, FLORIDA32901 PH: 321-802-3591 www.abdesigngroup.com AA # 0003325 F W y w w > r . 0 Upq � a y rY� 4 ti I o A NOW , �. I I -- - SUBDIVi & ]LOT:' CREEKSIDE PHASE 2 LOT #51 PROJECT# 04321.200/051R1 ODEL: 4EAB E "1672-ARIA" 0_41%RAGE SWING: RIGHT Try FLOOR d!= PLAN ..,- Y.B 9 STATE OF FLOR�DA / v _ _ _ 1 OCT 3 0 ling Jr.HAEL C. ANDERSON ' AR NO 17305 r...m.,. PRINT DATE: 10 24 19 SCALE: 1/4"=1'-0" `9I-IEET `10i AI FOAM DRAIN TILES E Q. I- FJTL?%,ONT ELEVATION SCALE: 1/4 = 1'-0" TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER F5CR R103.4 0'-k2" rin. rL M1N. 4" C-�RAI I-� 0'-0" FIN. FLR_ _ E OFF RIDGE VENT -o0'-O" FIN. FLR. OFF RIDGE VENT .I A TYP. I I d r �r r- 0'-0' FIN. FLR.s — I I _ ro IREAR ELEVATION SCALE: 1/4 = I'-O' TEXTURED FINISH 0 " ee I P T.ETAIL I'-0" ---- .. ----- ---- ,60'-01' FIN. FLR ILEFT ELEVATION SCALE: 1/4 = 1'-0' TEXTURED FINISH II OFF RIDGE VENT OFF RIDGE VENT ----------------------------------------------- FIGHT ELEVATION SCALE: 1/4 = I'-O' TEXTURED FINISH 8'-S" 5RC _4B A TTP, , 0'-0" FIN. plum PGT. o0'-0" FIN. FLR. MODEL 1672-ARIA AREA OF ATTIC = 2318 SQ. FT, NET FREE VENTILATION AREA REQUIRED 1/ 300 REQUIRED VENTILATION AREA = 2318/300 = 7.73 SQ. FT. 7.73 = 1112.64 SQ, IN. MIN. REQUIRED VENTI LATION IN = AX 1112.64 UPPER PORTION OF ATTIC = 445.056 SQ. IN. (BALANOETO BE PROVIDED IN SOFFITVENTS) OFF RIDGE VENTILATION AREA = 138 SQ. IN. PER VENT(netfree area) TOTAL#OFVENTSREQUIRED = 3.23 TOTAL#OFVENTSPROVIDED = 4 SOFFITVENTILATION AREA 7 SQ. IN. PER LINEAR FT (net free area) LINEAR FEETOF SOFFIT REQUIREC 63.58 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www. a b d es i g n gro u p. co m AA #: 0003325 d N p U W F w O _ F A 1 � � xyZ�ac. ha - i rcMl�TI CREEKSIDE PHASE 2 LOT #51 PROJECT# 04321.200 051R1 MODEL: 4EAB "1672—ARIA" GARAGE SWING}: RIGHT j SAGE: '11,1,EVATION "C" i0 60 MPH EXP C', ; ARCHI Y EC F STATE OF FLORIDA OCT`3 0 2018 �tda -IAEL C. ANDERSON AR NO 17305 PRINT DATE: 10 24 19 SCALE: 1 /4"=1' — 0" 1 SHEET A2 C ELECTRICAL LEGEND SY1'1SOL DEFINITION NOTE,9 —e 125V OUTLET 20 AMP SINGLE POLE IIOV OUTLET �. I10V OUTLET VI OF OUTLET WIRED 70 SWITCH Ill OUTLET EQUIPED wweZ PAUL GFI INTEMIPTER (TAMPER RESISTANT TYPE) 220V OUTLET (4) WIRE CONNECTION -z UFI WATERPROOF GPXX AU T I G OUTLET JDP SWITCH �..w N h� SWITCH 3-WAY $' 4 SWITCH —1 4-WAY OPER 1-0 WALL MOUNTED L 101 T CEILING LIGHT m LED CLG LIGHT { O VP VAPOR PROOF_T LIGHT ry l O RECESSED CAN WALL SCONCE �, - PRE -WIRED eIII VENT. FAN I CFM PER Sa FT. G r Ij VENT. FAN 1 GF1M PER 8Q. FT. W/LIGNT �.... VANITYLrCWT FIXTURE (SPEC'S TBD BY {. BUILDER) ._. 2-5111-5 WRAP 4'X2' FLUORESCENT GHT AROUND (RECESSED) _. _ 4'X2' FLUORESCENT 2-BULB WRAP LIGHT AROUND �I (SURFACE MINT.) �_...-.J il, I—y T FLUORESCENT pp r�--,- x a©� PMFr=TER ERIN O cj.D• SMOKE DETECTOR BATT BACK-UP W/ µAl®WIRE WALL MOUNTED BATT BACK-UP Ste• SMOKE DETECTOR W/ HARDWIRE GATT BACK-UP Ul/ ® S/GO CARBON MONOXIDE DETECTOR HARDWIRE INTER -CONNECTED SHALL Me A DISTANCE OF NOT LESS THEN 4' FROM WALL PENDANT LIGHT - �L_rt�� NATURAL GAS fl/ OUTLET 7 TELEPHONE JACK WWH WATER HEATER IGNITION SOURCE TO BE ELEVATED DISCONNECT n A/ AIR CONDITIONING DISCONNECT I-� TELEVISION JACK CEILING BOX REDUIRED TO BE SUPPORTED ON O J_�X ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION CEILING BOX RECLINED TO BE SUPPORTED INM CEILING PAN -IGHT ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION 24' INCANDESCENT LIGHT STRIP 38' INCANDESCENT nnnnnn o LIGHT STRIP nnno 48' INCANDESCENT LIGHT STRIP Ij FLOOD II I� ,.. OPT. SECURITY KEYPAD FOR SHINES �r P.B. PUSH-BUTTON 6_- _ USB PORT I • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO BE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR STH EDITION (2011) 4 NEG 21012 2Ill EDITIC2LL • 20 AMP DEDICATED LAUNDRY GIRCUIT. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DiSCONN£GT TO BIE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 GFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MI50T3 EWE 6TH EDITION (2011). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBGR 6TH ED (201T). • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 6TH ED (2011) • ALL LAMPS SHALL BE SELECTED BY BUILDER AND -ir,% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE MR F-.-. ENERGY :ONs;=gyATON 01M6112ENTl_AL EPLRGY EFFICIENCY) 2011oth EDITION R404J To BE I OWNER'S INSTALLED, SUITE I PROVIDE\\ U-BOX FOR OPT. FAN LANAI GF1 / T n --DINING s/ o ROOM PRE -WIRED / CLG FAN n S.D. ® _ CIF PRE -WIRED v' L jb3 • I ,Eli CLG FAN / W.I.C. \ I LU > GREAT ROOM \ 1 I r�)) I i u _ SWITCH IN / CABINET KITCHEN L /u II t - HOOUDTLETREFOR / 0.04 FUTURE MICRO. / 110 BATH ( Ly l A/C I GFI I \\ LAUN. -n vV CLG FAN y� vP' r L II / J L L��I I!:I I — GIFI a GFI �4�a�. Qo - 44 AFr-. (WH) 3 i (_ I BATH 149, / i I GARAGE � 1 DOOR /5OLLARD /IWALL OND� \ AS REG.� I \ MOUNTED PER BLDG. d , Y L \\ ATTIC W/SWITCH IN CODE - -- ATTIc - - - 5/CO KEYLESS FOYE" FIXTURE / LU w METER i O a CsFI z � FIELD S.D. CLG. 4 VERIFY BD J/ oUTLET4 Q LOB. \ OHD IRRIGATION / �I- �— rl OUTLET a P.S. FOR 48' A.F.F. J CHIMES \ I I ' CFI / GARAGE CLG FAN I GFI (� ENTRY ` OPT. ELECTRICAL PLAN --------- COACH LIGHT SCALE: 1/4' = I'-0' WP Panel MAIN -A PANEL: 8/16 wp crt. breaker VOLTAGE: 120 / 240 V -1Ph MAIN: 150 Amp KGB FEEDER: 3- #1 Cu THWIN & 1- #6 Cu (G) in 1 12" C. OR 3- #210 AL THWN & 1- #6 Cu (G) i n 1 112" C. ' a I Wire Pole Bkr Descriptions Watts I circuit Circuit I Watts Description Bkr Pole Wire #12 1 20 Exterior Receptacle GFI for TUG 1200 1 2 Space #12 2 20 Irrigation Pump 1000 3 4 Space 5 L7 6 4680 AIC C.U: 1 30 2 #10 Space ` 8 PANEL -A PANEL: 42 crt. breaker VOLTAGE: 120 /240 V -1 Ph MAIN: 150 Amp M.L.O. FEEDER: 3- #1 Cu THVVN & 1- #6 Cu (G) in 1 12" C. OR 3- #2/0 AL THWN & 1- #6 Cu (G) i n 1 12" C. Wire Pole Bkr Description Watts Circuit Circuit 2 Watts Description Bkr Pole Wire # 12 1 20 Small Appliance 1500 1 9000 Range 50 2 #6 # 12 1 20 Microwave /Hood GFI 1800 3 4 #12 1 20 Small Appliance 1500 5 6 4500 Water Heater 25 2 #10 #12- 1 20 Reingerator GFI 1500 7 8 # 12 1 20 Dining Receptacles AFCI 1500 9 10 1200 Disposal GFI 20 1 #12 #12 1 20 Bath GFI Receptacles _ 1200 11 12 1500 Dishwasher GFI 20 1 2 #12 910 #12 1' 20 Foyer/ Hall /Laundry AFC( " 1200 13 14 5000 Dryer GFI 30 #14 1 15 Great Roan, Lanai & Ching Lights AFCI 900 15 1 16 Space 17 18 sher QPI 20 1 #12 #14 1 15 SD & C/O AFCI 900 19 20 ageDoor Opener GFL 20 1 912 #12 _ _ 1 20 Bed #2 & #3 1 Bath K AFCI - 1200 21 22 age Us & Receptacles GFI_ 20 1 #12-Space #14Space 23 24er's WGarage Suite AFCI 25 26ers Bathroom AFCI 15 f M4 Space 27 28 rior Lighhts and Recpt. GFI 20 1 #12Space 29 30 ation controls only 20. 1 #12 Space 31 32ce Space - 33 34 Space Space 35 36 Space Space 37 38 Space #8 2 35 A/C AHU-1 (Heater 5 KVA at 65% 5120 39 40 Space 41 42 Space Load subject to demand factor calculations / line 15400 27700 Load subject to demand factor calculations I line Demand Factor Calculations: ABBREVIATIONS: AFCI: ARC FAULT CIRCUIT INTERRUPTER NC: NON-coINCIDENT LOAD GFI: GROUND FAULT INTERRUPTER Total load sulryect to demand facto 43100 First 10000 watts at 1WI 10000 Remaining watts at 40% Total A/C load 13240 9800 10'%for future groMh LOAD CALCULATION IS BASED ON A/C NON -COINCIDENT LOAD Total Connected Load Watts 33 440 Total Amps (watts / 240 molts) 1 137.7 I °L I I I I e I I � I LED LIGHTING DOUBLE LAV, OWNER'S BATH 150 At -IF rz�.CTRICAL RISER NOT TO 60AL.K. GENERAL NOTES: A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE E= ratM, EDITION (2011). LOCAL Gg, MO. ANNIp ALL LO6.41. R COMPANY KCIUIREMKINITS, 4. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS NOTED OTHERWISE. POWER Ct PAs4-r TRANSFORMER 3:_17Ei PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY= ELECTRICAL SERVICE. PROVIDE 3 M COPPER (CU) IN 1-1/2" DIA SCHEDULE SO PVC CONDUIT OR PROVIDE 3 02/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. f I I-- °L° I LED LIGHTING INGLE LAV. ® BATH 02 PROVIDE 3V/0 CU, THILN + 1% CU IN 2' CONDUIT OR 3 04/0 AL, THWN + T% CU IN 2' CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT a OVERHANG•) SERVICE DISCONNECT SWITCH AND OMCOMBINATION ELECTRIC METER IN N NEMA 3R ENCLOSURE 150A/tP MC15 TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS SO AMP D/140 VOLT I PHASE MILO PANEL CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT 1 •4 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR btu? EDITION (2011) 5/8" DIA X 8 FT LONG COPPER CLAD GROUND ROD, 551 S. APOLLO BLVD_ SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 .w N4 N O U W � I 0 F 14 14 � U r I I bI � n 3 0 k l 331,UBDIV. SG LOT. CREEKSIDE PHASE 2 LOT #51 ?PROJECT# 04321.200 051R1 1ODEL: 4EAB "1672—ARIA" GARAGE SWING, n RIGHT PAGE: ELECTRICAL im PLAN �160 MPH EXP. 1, AIRCHII STATE OF FL01RIDA OCT 3 0 209 9ICHAEL C. ANDERSON AR NO 17305 a� a RKINT . ¢ATE: 10/24/19 SCALE: 1 /4"=1' — 0" SHEET a'� 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 W r w ' o W ' O i 0. a W q F A Lo t CREEKSIDE PHASE 2 LOT #51 PROJECT# 04321.200/051R1 MODEL: 4EAB "1672-ARIA" °'- L'RAGE SWING: RIGHT PAGE: �ns :PLUMBING PLAN .�H9 -kjlpTN7vp ARCH J'F(;" f a STATE OF FLORIDA OCT 3 ON G IC' k _p . C. ANDEFWN AT' 3l NO 17305 DATE:10/24/19 w SCALE: 1/4"=l'— S131:ET P1 911 4 e 1 UDIV LOOT- CREEKSIDE PHASE 2 LOT #51 I iOJECTAO 04321.200/051 1r r 4EAB "1672-ARIA" GARAGE SWING: RIGHT HVAC PLAN UfSHC-1 MPH UP, 1 10/24/10 SCALE: 1 2X4 TOP PLATE PER FLR PLAN 1/2' CLG. HOARD 1 1/2' DRYWALL SECURE BT. — PLATE TO SLAB W/ 10d MASONRY NAIL + 32' O.C. MAX I 0 .0' FIN. FLR PRE-FAB TRUSS 2X4 WOOD STUDS ®24' O.G. SLAB NOTE: STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16" O.G. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O-r,. TYP. INT. WALL (NON-BRG. 3/4' =1' -O' FIBERsLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON a' OS.B. SHEATHING 5/8' GYPSUM BOARp OR }' CDX PLYWOOD OR 1/2' HIGH SECURED PER STRENGTH CLG. FASTENER SCHEDULE BOARD PER ELEVATION SEE ENERGY CODE FORMS FOR PRE-ENG TRUSS INSULATION R-VALUES REFERENCE STRUCTURAL MTL. DRIP EDGE PER ELEVATION 1 a 2x FASCIA PER T.P. ELEVATIONS G.�- 1 R-4.1 INSULATION VENTED SOFFIT _ WINDOW ATTACHMENT N� AS PER MANUFACTURES SPECIFICATIONS I' REFERENCE STRUCTURAL 1/2, THICK, 2 COAT PORTLAND--� CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR_.__ Ix2 P.T. FURRING STRIPS a 24O.G. 8' CM U 1/2' GYP. WL. BD. �— WOOD BASE FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON O.S.B. SHEATHING OR CDX PLYWOOD SECURED PER FASTENER SCHEDULE —REFERENCE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR A W/ WINDOW OPENING B TYP. WALL SECTION `' NO OPENING NOTE: PER SECTION 905.1.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 4.12, A 5 1-STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM D1 SCALE: 3/4'=I'-O' IS REQUIRED- FOR ROOF SLOPES OF 4:12 OR GREATER, (I) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE; II, ASTM D 45613 TYPE IV, OR ASTM D 6-f 5_1 CAULK AND SEAL GAS LNE I J' PVC SLEEVE FOR GAS LINE a' cnu 1/2' GTP. Ww 5D. WOOD DABE 2 GAS LINE THRU BLOCK FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON 1}'f O.S.B. j SHEATHING OR ' CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL_ P- MTL- DRIP EDGE O.N. 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS / 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0" FIN. FLR. laroill.1111=111 1/2' THICK, 2 COAT - PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY GALV. STEEL TRACK BRACKETS FASTENED TO WOOD JAMB PER PRODUCT GALY.6TEEL-- APPROVAL RECL VERTICAL TRACK 1' MIN. BY MAIF. SLIDE FASTENED TO TRACK BRACKETS ROOM IL/ PRODUCT APPROVAL REC. a, CMU SEE STRUCTURAL FOR REINFORCEMENT 2x6 P.T. WD ATTACHEP TO FILL CELL AS PER PRODUCT APPROVAL REci SEALANT BACKER ROD WEATHER STRIP MOULDNG ALL AROUND (BY DOOR MANUFJ OVERHEAD DOOR BY OTHERS 3 ) GARAGE DOOR JAMBS D1 SCALE: 11/2"=1'-0" 2x BLOCKING BETWEEN TRUSSES PER STRUCTURAL DETAILS -­. FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1-1 ON �6' O.S.B. STIFFBACK AT ALL UPRIGHTS SHEATHING OR j' CDX PER STRUCTURAL DETAILS PLYWOOD SECURED PER 0, FASTENER SCHEDULE PRE -ENG WD. TRUSS TYP. MTL. DRIP EDGE O.H. PER ELEVATION 2x FASCIA PER -- -' - ELEVATIONS CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS VENTED SOFFIT SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PRE-ENG. GABLE TRUSS - _ PER ELEVATION _ WEEP SCREED 5/0' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD 2x P.T. SECURED PER STRUCTURAL DETAILS R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS A 24' O.G. 1/2' GYP. WL. BD. WOOD BASE 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY CMU 0'-0' FIN. FLR Y' n W/ WINDOW OPENING TYP. WALL SECTION A` NO OPENING 6 1-STORY GABLE BLOCK WALL n i J $GALE 3/4' = I' -0' 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W Ell W 0. ti V r7 W 4 F A ti svHDIV. & LOT: CREEKSIDE PHASE 2 LOT #51 PROJECT# 04321.200 051R1 MODEL: 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C ARCHrrECT: OCT 3 0 2019 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 10 24 19 SCALE: 1 /4"=1' - 0" SHEET SECURE 2x6 MIN. TO BLK W/ (2))9X8' A -BOLTS 4' EMBEDMENT MIN. W/ 2'X2'X76 WASHER AND NUT SPACED EVENLY FROM FLOOR Ti GARAGE DOOR HpR. IN JOINTS PRIOR TO FILLIIIIG IEl '4-5ECUIRE 2x4 ON � FLAT TO BLK W/ GUT NAILS. SIDES: 2X6 GARAGE DOOR SUCK W/ (5) Y)'XW A -BOLTS 4' EMBEDMENT MIN. W1 2'X2'A WASHER AND NUT SPACED EVENLY FROM FLOOR TO GARAGE DOOR HDR. IN JOINTS PRIOR TO FILLING. 1-2X6 PT BLOCK i CENTER OF DOOR *EALER iiii(i)A'X8' J-BOLTS 4' EMBEDMENT W/ 2'X2'XYa' WASHER AND NUT. ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHER SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR 1 BUCK ATTACHMENT D2 OCA.E, ire'.?-®' S' CMU Ye' DRYWALL I'X4" OR 1'X2' P.T. NAILER Ix4 P.T. OR 5/4'X4' MIN. SECURE THRU FRAME 4 EXTEND 1-Y4' INTO BLOCK W/ �(6 TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I-Y4' WITHIN 8' OF EACH ENp 4 18' O.C. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +3/4 OR +5/4 DWINDOW TO BLOCK +3 4 OR +5 4 A SCALE: N.T.S. 2X4: SECURE TO BLOCK W/ 3f6' TAPCONS OR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 IS' O.C. MAX SPACING. 2X6:® SECURE TO BLOCK W/2-3if6 TAPCONS(MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') — WITHIN 8' OF EACH END 4 IS' O.C. MAX SPACING. 8' CMU DRYWALL I 2X8: ® 3 IX4' OR 1'X2' P.T, NAILER SECURE TO BLOCK W/2-%W DOOR CASING TAPCONS (MIN. SHANK SIZE .145 MIN. HEAP SIZE 300 [POOR JAMB OR WINDOW MIN. EMBEDMENT I Y4') ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. ��/4 18' O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +1-1/2" WINDOW TO BLOC K +1-1 12" B SCALE: N.T.S. 2X4 SECURE TO BLOCK W/ W6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18" O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2X6xw SECURED THROUGH SECURE TO BLOCK W/2-3X6' NON-STRUCTURAL 3f6' TAPCONS TAPCON MIN. 144' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK. MIN. HEAD SIZE .300 8" CMU MIN. EMBEDMENT I Y4') %e' DRYWALL WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 1'X4' OR I"X2' P.T. NAILER 2X8:® ElSECURE TO BLOCK W/2-3/f6' }f6' O.S.B. X 4' MIN. TAPCONS (MIN. SHANK SIZE .145 POOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4') /A ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' O.G. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +1-15 16' WINDOW TO BLOCK +1-15/ 6" \, f SCALE: N.T.S. 2X4:® SECURE TO BLOCK W/ TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6tm SECURED THROUGH SECURE TO BLOCK W/2-3f6' NON-STRUCTURAL 3if6' TAPCONS TAPGON MIN. I-Y4' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK. MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') 8' CMU WITHIN 8' OF EACH END 4 DRYWALL 18' O.G. MAX SPACING. 2X8� ❑' 1'X4' OR 1'X2' P.T. NAILER SECURE t0 BLOCK W/2-1f6 OOR CASING TAPCONS (MIN. SHANK SIZE .145 AATTACH MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4') TO 2X PER WITHIN 8" OF EACH END 4 MANUFACTURES DETAILS. 18' O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +2 1/4" WINDOW TO BLOCK +2 1/4" _ D SCALE: N.TS. 2X4cm SECURE TO BLOCK W/ Wib' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') WITHIN 8 OF EACH END < NOTE: STRUCTURAL 2X 18 O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2XIocm SECURED THROUGH SECURE TO BLOCK W/2-W6' NON -STRUCTURAL W6' TAPCONS TAPGON MIN. 1-Ya (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK. MIN. HEAD SIZE 300 8' CMU MIN. EMBEDMENT 1 Ya') Yt' DRYWALL WITHIN 8' OF EACH END 4 1'X4' OR 1'X2' P.T. NAILER 18' O.G. MAX SPACING. El SECURE TO BLOCK W/2-3f6' TAPCONS DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEPMENT I Y4') DOOR JAMB OR WINDOW WITHIN 8" OF EACH END 4 ATTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE: SWIM Aa NEEDED TO F"MM JAM (DO NOT Ex4#pY1) DOOR JAMB TO BLOCK +T WINDOW TO BLOCK +3" `� SCALE: N.T.S. 2X4cm SECURE TO BLOCK W/f6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Ya') WITHIN 8' OF EACH END 4 NOTE: STRRUCTURAL 2X 18" O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2X6:® SECURED THROUGH SECURE TO BLOCK W/2-Wfb NON-STRUCTURAL 346' TAPCONS(MIN. SHANK SIZE TAPCON MIN. W/4" .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') 8, CMU WITHIN 8' OF EACH END 4 %�° DRYWALL 18' O.G. MAX SPACING. 2X8:® ❑ I'X4' OR VX2" P.T. NAILER SECURE TO BLOCK W/2-%' 2ND 2X SECURE TO TAPCONS(MIN. SHANK SIZE STRUCTURAL MEMBER .145 W/(2)12d WITHIN 8' OF EACH MIN. HEAD SIZE 300 END 4 W TO 8' O.G. MAX MIN. EMBEDMENT 1 Y4') POOR CASING WITHIN 8" OF EACH END 4 DOOR JAMS OR WINDOW IS' O.G. MAX SPACING. -ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +3" �y� WINDOW TO BLOCK +T SCALE: N.TS. 2X4= SECURE TO BLOCK W/Y4' TAPCONS(MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE 4 15" O.G. MAX SPACING. SECURED THROUGH3� /16" SECURE TO BLOCK W/1-1/4' TAFICONON-STRUCTURAL N MIN. TAPCONS(MIN. SHANK SIZE EMBEDMENT MBEDMENT INTO BLOGiC. .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') 8" CMU %t DRYWALL WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 1'X4' OR 1'X2" P.T. NAILER 2XSsm ❑ SECURE TO BLOCK W/1-1/4' x6° O.S.B. X 4" MIN. TAPCONS (MIN. SHANK SIZE .145 POOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 18' O.G. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEWER TO PL" JAM (Do NOT r>=Mp )I,,) DOOR JAMB TO BLOCK +3-7/16" rr`) WINDOW TO BLOCK +3-7/16" `r SCALE: N.TS. 2X4:® SECURE TO BLOCK Wh4e' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') WITHIN 8' OF EACH END < NOTE: STRUCTURAL 2X 18" O.C. MAX SPACING. MUST BE ON OUTSIDE 4 SECURED THROUGH �G SIEURE TO BLOCK W/1-I/4 - NON-STRUCTURAL 3if6" TAPCONS (M (MIN. SHANK SIZE .145 EMBEDMENT INTO O BLOCK. MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') 8' CMU WITHIN Via' OF EACH ENP 4 )i' DRYWALL 18' O.C. MAX SPACING. ❑ I'X4' OR I'X2' P.T, NAILP-R 2X8cm SECURE TO BLOCK W/1-1/4' ' P= T. X 4' MIN. TAPCONS DOOR CASING (MIN. SHANK SIZE .145 MIN. HE4D SIZE 300 MIN. EMBEDMENT 1 )/4') pOOJAMB OR WINDOW WITHIN 8' OF EACH END 4 TOR t0 2X r�ER 18" O.G. MAX SPACING, MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +3 3/4" %u1 WINDOW 11 TO BLOCK +3 3/4" SCALE: N.T.S. 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www. a b d es i g ngrou p. co m AA #: 0003325 F W y U N 0 4 V 4 F A E.; SUHDIV. & ."T,', CREEKSIDE PHASE 2 ro LOT #51 PROJECT# 04321.200 051R1 MODEL• 4EAB "1672—ARIA" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C ARCHfTECT: STATE OF ml ORIDA OCT 3 0 2019 MICHAEL C. ANDERSON AR NO 17305 DATE 10/24/19 SCALE: 1/4"=1' — 0" SHEET D2 d 0 OL FOLD NW1RD • FT. A OL FOLD NW111® • FT. A Y. CREASE • PT. B 3. CREASE • PT. C ® ®FOLD . TT• NOTE - IF ZIP SHEATHING SYSTEM IS INSTALLED; PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES FELT UNDERLAYMENT— 7 SHINGLE 1B70FING J/ PRIP EDGE, OVERLAP 3_, EXTEND UV BELOW SHEATHING, MECHANICALLY FASTEN 4' O.C. MAX OL FOLD NWARD • IT. A 7. GREASE • FT. B ® KIC KO UT DETAIL g 1/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) OR O4 LFOLD INLLIARD • FT,A WOOD SHEATHING OR CMU s. SASE • I"r. B WRB LATER 01, 3. CREASE • PT. C STUCCO WRAP (FRAME ONLY) 4. FOLD FT. C OVER PT. B TILL FT. G TOUCHES, BOTTOM M THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT II CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP 4 TAPE ® R OF//WWABLL SCREED OVER am-rr� FLANGE L WATER TIGHT SEAL. FOLD, Q.Q NQZ cuT. -j' TI-HICK, 3 COAT CEMENT PLA8TER (FRAME), la' 7 COAT CEMENT PLASTER (CMU) -Ula5 LAYER 02, FORTIFIIBER BUILDING PAPER (FRAME ONLY) -UM LAYER h, STUCCO UIRAP(FRAME ONLY) -LAP LAYERS OF BUILDING UIRAP OVER NXLNG FLANGE, STOP UIRB AF!I9RQX. I Jf' ABOVE SHINGLES (FRAME ONLY) FASCIA WRAP 5x5 WALL FLASHING KICK -OUT FLASHING (SE DETAIL) WATER TIGHT SEAL (BEND OR SOLDER DO NOT CUT) 5'X5" "L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) I ( CAP SHINGLE - DO NOT NAIL, \ INSTALL WITH ROOF CEMENT ROOF NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES ROOF PER ELEVATIONS FLASHING DRAINAGE PLANE (UJR5 LA4�ER #1, STUCCO WRAP) UJRB LA4� ER #2 (FOfRTIF15ER 5UILDING PAPrR) 1 IETAL L 4T; 4 STUCCO X X X X WOOD SHEATHING OR -1/16" ZIP SHEATHING SYSTEM StLP-ADHESIVE FLASHING ) - - - - - NOTE: 1„IETAL LATH: LAT+4 TO 5E PER SECTION R703-11 / ASTM C—B47-Og, 111N. 2.5 L55. PER SQ. "YARD (UTIL Il"r OR Not'-IINAL LATI-I DOES NOT 1" IEET SPECIFICATIONS) 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W V W O gz 4 U Q F A ti SvsDIV. & LOT: CREEKSIDE PHASE 2 LOT #51 PROJECT* 04321.200 051R1 MODEL: 4EAB "1672— ARIA" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. C oo ARCHITECT. STATE OF FLORIDA OCT 3 0 2019 MICHAEL C. ANDERSON `h% AR NO 17305 00 PRINT 10 24 19 DATE: / / SCALE: 1/4"=1'-0" SHEET LEGEND DRAINAGE PLANE (UJR5 LATER #I, STUCCO WRAP) WRB LAYER #2 (FORTIF15ER BUILDING PAPER) METAL LATH STUCCO x-X-X-X WOOD SHEATHING `OR -1/16' ZIP SHEATHING SYSTEM ( INSTALLED PER MANUF. SPECS.) 5ELF-ADHESIVE FLASHING - NOTE: METAL LATH. LATH TO BE PER SECTION R-J®3.1.1 / A5T1"I C-841-09, MIN. 2.5 1-55. PER 5Q- ' I-ARD (UT I L I Tl' OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH (o' SELF ADHESIVE OVER TOP d SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT.) SEALANT g TOP E SIDES 0 DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH WALL 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER — UNDER 'QUICK FLASH' A VENT PENETRATION SCALE: N.T.S. ELEC. METEf VERIFY LO /AmmH I LIJ Mr—(Ml V1= STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/5ACK- ROLL PRIOR TO ELEC. METER INSTALLATION ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH fz:IGID POLYMERIC I50CYANOTE-POLY5LEND FOAM i n��r n,- n_Ti irrn SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUI'P PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR SOX INSTALLATION WRE3 LAYER M, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH THA NO MEMBRANE ENTERS BOX, APPLY TO FA( EDGE STF I*] - 5T #3 APPLY E-Z BEAD � .°.°.°.° OVER 9?0 MIN ° 'O'O'° ° . ° ° . GRADE 'D' PELT -PROVIDE ® a. SEALANT AT ALL JOINTS AND o ° .0 INTERSECTIONS 1/16' ZIP SHEATHING SYSTEM INSTALLED PER MANUF. SPECS.) OR WOOD SHEATHING LAYER 41, /STUCCO WRAP '/�WRIB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATI-4 WOOD 1/8' TEXTURED CONSTRUCTION ; ��RNISH * WOOD 1 FASTEN TO WOOD STRUCTURAL 8' GMU MEMBER a l' O.C. MAX 1 Ye' TO J5' MID -WALL Ix WEEP SCREE12 = ZQ �1 6' WIDE STRIP SELF — ADHESIVE FLASHING, GLEAN MASONRY BEFORE APPLYING _ TEXTURED FINISH . MASONRY 7B HORIZONTAL WEEP SCREED FRAME TO BLOCK NOTE. IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES a WR5 LAYER •I, STUCCO WRAP GUT 'X" INTO \ SELF -ADHERING X MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRBLAYER al C TRIC STF 4*2 WR3 LAYER 01, STUCCO WRAP r APPLY 9,0 MIN SELF -ADHERING GRADE 'D' FELT MEMBRANE FLASHING OVER SELF -ADHERING — - FLASHING OVER APROVED HOUSEWRAP WRB LAYER "2, FORTIFIBER 5UILDING PAPER T E F #.4 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH 5T E F #ro RECEPTACLE 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W U W 0 0. v r7 w q CREEKSIDE PHASE 2 LOT #51 PROJECT# 04321.200 051R1 MODEL• 4EAB "1672-ARIA" GARAGE SWING: RIGHT PACE: WALL ASSEMBLY DETAILS 60 MPH EXP. Cl ARCHfTECT-. STATE OF FLORIDA OCT 3 0 2019 MICHAEL C. ANDERSON AR NO 17305 PRINT 10 24 19 DATE- SCALE:1/4" V-0" sxEET A2 DRAINAGE F'LANE (WRB LATER #1, STUCCO WRAP) WR5 LAVER #2 (FORTIFIBER - - - - - 5UILD INCH fi=APER) METAL LATH x x x x STUCCO WOOD SHEATHING OR l/16' ZIP SHEATHING SYSTEM ( INSTALLED PER MANUF- SPECS.) SELF-AF.)HESIVE FLASHING 2 i2 �— CORNER BEAD (FASTENER 4 SPACING -w 1" O.G.) 1 /1 1:�)ICORNER BEAD CMU 5/all THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0P BLOCK 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 W w v W 0 0. W 4 h A a SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #51 PROJECT# 04321.200 051R1 MODEL: 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS U60 MPH EXP. C ARCHRECT: STATE OF FLORIDA OCT 3 0 2019 MICHAEL C. ANDERSON AR NO 17305 PRINT 10 24 19 DATE: / / SCALE: 1/4"=1'-0" -j- 1 L / SHEET e i I ` - 2x6 SUB -BAND W/1 "x4" NOTCH END, WRAPPED IN PEEL 4 STICK 1 _I DRIP EDGE I /8" 1/0" TEXTURED I �` I FINISH -a WOOD I 1/2" TEXTURED j - FINISH 's CMU METAL FASCIA \� WRAP Ye" FROM \ STUCCO, 1" FROM 1 \� _ - WOOD WALL \1 ` EXTERIOR WALL (FRAME OR CMU) NOTE: NOTCH FOR 2X6 SUB BAND ONLY Tom_ 0ELE VA710N METAL F/ 2X(b SUE, Ee ROOF KICK OUT REMOVED �i FOR CLARITY ROOF DECK (BEYOND) \ \ DRIP EDGE, 1" OFF WALL (NOT INTO STUCCO) 11/8" TEXTURED FINISH e) WOOD, 1/2" TEXTURED / / FINISH a CMU 2x6 SUB -BAND W/I'I NOTCH Q END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2" OFF WOOD WALL 1/8' TEXTURED FINISH a WOOD, 1/2' TEXTURED FINISH 0 CMU METAL LATH WOOD SHEATHING OR CMU WRB LAYER *I, STUCCO WRAP (FRAME ONLY) WRB LAYER 02, FORTIFIBER BUILDING PAPER (FRAME ONLY) ROOFING CEMENT DRIP EDGE METAL KICK OUT NOTE': IF ZIP SHEATH INC PLEASE SEE MAI PROCEDURES PRE-ENG'D TRUSS TO BE CUT Q WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 21 "x4'-m" SCABBED TO TRUSS W/12d NAILS roll -a" O.G. MAX. 2x SUB -BAND W/V2'I NOTCH a END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL SUB BAND DETAIL 9 WALL W/KICK-OUT ,ME OR CMU T PAPER P EDGE FERENCE POINT 1 FOR WALL OFF OF COMPONENTS) AL FLASHING, WRAPPED /4" ABOVE BOTTOM OF P EDGE ;UB-SAND 'x4" NOTCH a ), WRAPPED IN !L 8 STICK OF CEMENT s �F 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./4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%"x4" NOTCH a END, WRAPPED IN PEEL d STICK *ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 W w W 0 a a 0 F A SVBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #51 PROJECT# 04321.200 051R1 MODEL: 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 60 MPH EXP. C ARCHffECT: STATE OF FLORIDA OCT 3 0 2019 MICHAEL C. ANDERSON lik AR NO 17305 o PRINT 10 24 19 DATE: / / SCALE: 1/4"=1'-0" SKEET _y,11 r Awn 38'-8" 12'-0" 26'-8„ -8 4' 10'" 9'-61, 13'-4" r11 r1.,I a u FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE+-0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +4-0", SEE SURVEY PLOT FOR NGVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.UINDICATED #5 BAR, Ill INDICATES #6 BAR,■INDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90° HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (45 = 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 #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I.530=13/ASCE 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: F'm = 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 j OF SLAB SUPPORTED T-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6x6 W1.4xW1.4 OVER GENERAL 3 1/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS, SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS I BOTTOM REINF. TOP REINF_. T.O.F. SHORT LONG FM-12x18 12" CONTINUOUS 18" (2) #5's (+)0'-0" FMC-12x18 12" CONTINUOUS 181, (2) #5s #5 IN CURB VARIES F-24x24 24" 24" 12" (2) #5's (2) #5's FM-12x12 12" CONTINUOUS 12" (2) #5's (_)0"_4„ (-)0'-4" TE-1 8" SEE PLAN 8" (1) #Ss 00' 0" STRAP TO SIMPSON W5 GONG. W/ UNIT ROLL STRAP (2)-3/16'X2' OR EQUAL TAP -CONS EACH CORNER OF UNIT CONCJ SECURE STRAP TO SLAB UNITS W/ (2) s8x1 1/4 SHT MTL SCREWS A/C CONNECTION TO PAD DETAIL 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdosigngroup.com AA #: 0003325 t riq W may.. 0 4 h SVBDIV. ec LOT: CREEKSIDE PHASE 2 LOT #51 PROJECT# 04321.200 051R1 DiODEL 4EAB "1672-ARIA" ff NG:ONP. C ARCHrrECT: STATE OF FLORIDA OCT 3 0 2019 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 10 24 19 SCALE: 1/4"=1'—O" ;■ FOUNDATION PLAN SCALE: 1/4" = V-0" SHEET S t z � t .STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND } SPACING REQUIREMENTS <w JCO 00 C J O z 8" CMU WALL' 0 co TOP( SEE SLAB SCHEDULE EXT. PORCH SLAB L 4" CHAMFER (1-STORY) W/ 1/2" ISOLATION 6" CHAMFER (2-STORY) JOINT (WHERE y ' APPLICABLE) Z SEE SCHEDULE FOR WxD, BAR SIZE 'cm . AND BAR QUANTITY 0 co BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" GAGALVANIZED PIPE W/FLANGE 9 BASE /�� // SECURE FLANGE TO SLAB W/(4) 1/4 X21/4" / TAPCONS BOLLARD SCALE: 3/4"=V-0" LAP P PLATE A MIN. OF 48 AND N W/ 16d COMMON VERIFY HEIGHT NAILS, 2- WS, 4" O/C BTM. OF WALL W/ PLAN LAPTOOC ROVERSTUD 2x4 OR 2x6 WOO FARING PROVIDE BLOCK G WALL W/ SYP No 2 UDS SEE PLANS FOR SPACING. INGLE RE B . PLATE TO BTM. PLATE TO BE PT. 1_A d MASONRY NAIL PROVIDE DBL. TOP PLAT TAOGERED. ZONAL METAL �<o NECTORS NOT QUIRED WHEN NO UPLIFT IS PRESENT. 00 SEE SLAB SCHEDULE _'O+- TO B NF SEE SCHEDULE FOR WxD, BAR SIZE D BAR QUANTITY INT IOR FOUNDATION OD WALL 9 SCALE: 3/4 =V-0" (NO LIFT) I z STEEL REINFORCING IN GROUTED ¢ a CELL SEE PLAN FOR SIZE AND > I SPACING REQUIREMENTS w m w U w � a w ¢ U O 8" CMU WALL o co co0' 0" 10 TOP OF SLgg- �r�+►•- t V4RIES SEE SLAB SCHEDULE TOP OF GARAA EXT. PORCH SLAB 4" CHAMFER (1-STORY) W/ 1/2" ISOLATION 6' CHAMFER (2-STORY) JOINT (WHERE SEE SCHEDULE APPLICABLE) -z FOR WxD, BAR SIZE AND BAR QUANTITY P1 12 EXTERIOR MONO -FOOTING GARAGE SCALE: 3/4"=V-0" w Lu I U NEW REINF. BAR a SECURED W/2-PART a- I EPDXY. MIN. EMBED Q 8" UNO ¢ FOLLOW ALL MANF. ¢ I SPECIFICATIONS FOR F- USE AND w PREPARATION OF (') ,I-4 Z W w 01 HOLE. J O p m �'QQO 4" CHAMFER (1-STORY) 6" CHAMFER (2-STORY) ADDING BAR TO MONOLITHIC FOUNDATION SCALE: 3/4"=V-0" STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND il• SPACING REQUIREMENTS i ¢a I F m U p 8" CMUR � cMZ fill 1 SEE SLAB SCHEDULE "ISOLATED" COLUMN PAD CENTERED UNDER WALL AND POURED MONOLITHICALLY WITH FOUNDATION AND SLAB SEE SCHINQUILE FOR WxD, BA SIZE AND BAR QUAN TY ' MBINED EXTERIO MONO- OOTING AND COL. P 3Y. MIN. EACH WAY IC FOOTING Ff r r� FM CORNER BARS, SAME SIZE AS BAR IN FOUNDATION WITH 30" LEG EACH WAY AT ALL CHANGES IN DIRECTIONS SO THAT THE STEEL REINF. IS CONTINUOUS MATCH AMOUNT OF CONTINUOUS BARS IL II � CONTINUOUS STEEL MONOLITHIC V-1 FOOTING REINFORCEMENT SEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), LINO MONOLITHIC FOUNDATION 3 CORNER BARS DETAIL SCALE: 3/4"-1'-0" AP TOP PLATE A MIN. OF 48" A NAIL W/ 16d COMMON NAIL 2-ROWS`. 4" O/C BTM. LAPIN AP T CCUR OVER STUD 2x4 OR 2x6Ns�D BEARING - WALL W/SYP No 2 STUDS SEE P S FOR SPACING. SINGLE BT PLATE TO BE PT. PROVIDE DBL. OP PLATE USP SPTH4 OR SPTH6 BTM — AND TOP PLATE ANCHORS W/ 10d x 1 1/2" COMMON NAILS FILL ALL HOLES, DO NOT USE 10d x 3" VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOO4 D6E AA W. 1/ "xXY5-12TEMBEDOSTINR@G6 OC ISEE SLAB SCHEDULE dl � y EQ. EQ. SEE SCH ULE FOR WxD, BA IZE AND BAR QUANT INTERIOR CURB FOUNDATION WOOD WA SCALE: 3/4'=V-0" (W/ U P L I Fl POURED LINTEL CONT, (TYP.) 8" CMU FILLED CELL (TYP.) t 2X WALL FRAMING 1/2' DIA- USP 7250SD BOLTS 5" MINIMUM EMBEDMENT INTO GROUTED CELL, 4" FROM ENDS AND 16" O.C. VERTICALLY MAX INTERIOR FRAME BROW WALL TO 11 BLOCK WALL CONNECTION SCALE: 3/4"=1'-0" m `i j J Q ui uj w w U U cn FOR NRY SET EV: RECESS AROUND GARAGE DOOR OPENING SCALE: 3/4"=V-0" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM:: LAP TO OCCUR OVER STUD 2x4 OR 2x6 WOOD BEARING - WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE rom VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCKING SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL 16" O/C STAGGERED. / ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO co w UPLIFT IS PRESENT. I r-SEE SLAB SCHEDULE a 0 EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY 3/4"=V-0" (N O UPLIFT) 551S APOLLO BLVD., I SUITE 202 ' MELBOURNE, FLORIDA32901 PH:321-802-3591 www.abdesignlgroup.com AA #: 0003325 y V F 4 v A F A F w 1 � Y ,✓.. s{Es �? THDIV. 8e LOT: ' CREEKSIDE PHASE 2 LOT #51 ROJECT* 04321.200 051R1 ODEL• 4EAB "1672-ARIA" 5.AGiE 8 WINGF: RIGHT !PAGE: F' DETAILS 3 A �11(3 0 ��j1PH EXP. C ARCHffECT: :STATE OF FLORIDA L � E , ACHAELCC 3AN EtRSON iff AR NO 17305 ".1XT 10 24 19 aCALE:1/4"=1'-0" SHEET- C 11 A r,. DOWEL PLAN SCALE: 1/4" = V-0" 551 S. APOLLO BLVD.,All SUITE 202 MELBOURNE, FLORIDA32901 PH:321-802-3591 www.abdesigngroup.com AA #: 0003325 >' P� w . y �i a w N i1 F �� 94 q h q @ ff ;E F � I \ :\m"c t ' a CREEKSIDE PHASE 2 LOT #51 P;OJECT# 04321.200 051R1 ODEI : 4EAB "1672-ARIA" Q, .RAGE SWING: RIGHT PAGE: DOWEL w PLAN 160 MPH EXP. C ARCHITECT: :STATE OF FLORIDA F NO 10/24/19.- I� -DATE: SCALE: 1/4"=1'-0"° SHEET TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10"HOOK GROUTED BOND BEAM VARIES PER ELEV. — z o_ J Q p CLEAN OUT REQUIRED FOR INSPECTION m I w ¢ r, Q co OL 0'-0" FIN. FLR. TIE ERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK Z_ c� O co HORIZONTALNERTICAL RFIN"FORCING BAR SIZE 48 BAR DIA. #3 I'll #4 24" ' #5 30" #6 36" #7 42" SCALE: 3/4"=1'-0" ap F z 4 a o} Q~ mw U OD V CL cr U) O c 0 M EXT. PORCH SLAB W/ 1/2' ISOLATION JOINT (WHERE APPLICABLE) Z r SEE SLAB SCHEDULE 4"CHAMFER (1-STORY) 6" CHAMFER (2-STORY) MATCH STEEL { 2 REINFORCEMENT Cx 6" PVC CHASE N PER SCHEDULE .THRU FOOTING SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 8" CMU WALL +o TOP OF SLAB Z m W BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" g0 in U PVC CHASE 4 THRU FOOTING SCALE 3/4"=1'-0" REINFORCEMENT PER SCHEDULE VG #5 BARS FE110 8" Leo c0 7K 0" CMU UNIT DIMENSIONS ARE NOMINAL SIZES OMASONRY SYMBOLS 3 SCALE: 3/4"=V-0" 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA3290: PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 8UBDIV. LOT: CREEKSIDE ' PHASE 2 LOT #51 0PROJECT# 04321.200/051R1 MODEL" 4EAB "1672—ARIA" GARAGE SWING - RIGHT I PAGE: DETAILS (t.6.0NMPH EXP. ARCHITECT: STATE OF FLORIDA E ®C7 3 0 2019 MICHAEL C. ANDERSON AR NO 17305 "PRINT -~ E lATE: 10/24/19 CAT :1/4"=1'-0" 11 SHEET e (I--, _L_ FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 1 Od x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 1Od x 1 1/2" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 1Od 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 MATCH CONNECTOR FINISH. 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 SECURE2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8 LONG„ WITH WASHER @ 116" 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 U-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. MARK 0 HEADER SCHEDULE SIZE & REMARK DESCRIPTION (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. -TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT. T.O. = THROUGHOUT MARK DESCRIPTION (Pgl1 W,XH. REFORCEMNT IN STIRRUPS I REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x8 GROUTED SOLID "CAST-CRETE" SAFE LOAD ABLES - SAFE GRAVITY LOADS FOR 8' PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL 8" PRECAST & PRESTRESSED LOADS FOR U-L NTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD -POUNDS PER LINEAR FOOT c SAFEII,OAD PLF cover-Cw�'r� SAFE LOAD -POUNDS PER LINEAR. FOOT TYPE LENGTH BUS 8F6-013 BF12-ODV6Fl"B 8F20-0B SF24-OB 8F28-08 SF32-OB TYPE. LENGTH 8U8 8F8 RCMU TYPE LENGTH8FBc2T 8F6-1T BF12-1T 8F16-1T 8F20.1T 8F24-lT BF281T 8F32-1T BFB-1B 8F12-18 BF20-1B 8F24-lB ORB-% SF32-16 8Fi2-2T 8F78-2T 8F20.2T BF24-2-f BF26-2T 8F32-2T 3'-6" (42")PREGAST 2231 3069 3719 6607 8054 9502 10951 3'-6" 42" !PRECAST ( ) 1025 1024 1598 3'-6" 42" PRECAST ( ) 1569 2655 3524 4394 5263 6132 7DD1 30694605 7547 8974 10394 11 B09 1569 2655 3524 4394 5263 6132 7001 4'-0" (48") PRECAST 1966 2561 2751 3820V2560 6961 7034 8107 4'-0" (48") ECAST 765 763 1309 4'-0" (48") PRECAST 1363 2305 3060 3815 4570 5325 6079 2693 4605 6113 8974 -. 10394 11809 1363 2305 3060 3815 4570 5325 6D79 4'-6" (54") PRECAST 1599 1969 2110 2931 4578 5400 6224 4-6" (54") PRECAST 592 591 1073 4'-6" (54") PRECAST 1207. 2040 2707 3375 4043 4711 5379 2189 4375 6113 8612 10294 11809 1207 204D 2707 3375 4043, 4711 5379 64" PRECAST 121T 1349 1438 1999 3123 3686 4249 5'4" 64" PRECAST ( ) 411 #1 745 5'-4" 64" PRECAST5'4" ( )()3090 1016 1715tt) 2276(4) 2838 3399 3961 4522 5385 7342,4q 8733,t9) 10127,tq 1016 1715 2276 2838. 3399 3961 4522 5'-10" 70") PRECAST - ( 1062 11D5 1173 1631 2549 3U09 3470 T-10" (70' PRECAST 340 33 616 5'-10" (TO") PRECAST 909 1567(te) 208gt3) 2593 ry) 3107 ie) 3620 (4) 4133 13 1451 2622 4360 71fi8(4q 6036pq : 7181pe) 8328 (29i 929 1567 2080 2593 3107 3620 4133 PRECAST ' 908 1238 2177 3480 3031 3707 4383 5061 6'-6" (78") PRECAST 507 72 490 6'-6" (78") PRECAST 835 Dz) 1407(a) 1864zt) 2329,3 27901 ie, 3251„4, 3712a2 1238 2177 3480 5381 8360 103943) B825,t4) B35 1407. 1868 2329. 2790 3251 3712 T 6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 T-6" (90") PRECAST 424 53 363 , T-8' (90") PRECAST 727 (23) 1065(zq 1624131) 2025(2e) 2426,:;a). 28271a) 3228(21 toll 1729 2661 3898 5681 8467(,) 8472(rn 727 1224 1624 1 2025 2426 2827 3228 9'4" (112") PRECAST 554 699 1160 1525 2564 34B6 2818 3302 94" (112") PRECAST 326 51 230 9'•4" (112"} PRECAST 591 708a) 1136,34) '. 147434) 181 53a 215714) 25D0.34 752 1245 1843 2564 3486.. 47DSp„ 6390 (m) 591 667 1316 1643 1969 2294 2619 10'-6" (126") PRECAST- 475 '535 890 1247 2083 2777 2163 2538 1V-6" (126") PRECAST 284 40 180 10'-6" (126") PRECAST 530 575 as 916 i3a) 1188j3q 1461pn) 1736(33, 2011(3; 643 1052 1533 2093 2781. 3643(3q 4754gs) 530 695 1180 (q 1472 (4) 1763 z 2055 2346 11'4" 136" PRECAST ( ) -362 582 945 1366 1846 2423 3127 4006 11'4" (136") .PRECAST 260 45 154 11'-4" (136") PRECAST 474 504 m) BDO W, 1037,32, 1274(az, 1513(3q 1753,v 582 945 1366 1846 2423 � 3127 4008 494 607 1042,q 13721,1 1643, 1915(a) 2187 to 12'4" (144") PRECAST4 337 54D 873 1254 1684 2193 2805 3552 12'-0" (144'°) PRECAST 24 4 40 137 12'-0" 144" PRECAST ( ) S 470 a 458 (z3 724 r 936(32).1163;iz 1369 z 1585 3z 54D 873 1Z54 1684 2193 2805 3552 470 550 940 (tq 1302(15,1 15801:3, 1816(11) 2076 pc 13'4" 160", PRECAST ( ). 296 471 755 1075 ' 1428 1838 1 2310 2883 R 13'4" 160" PRECAST ( ) 217 32 110 13'4' 160" PRECAST ( ) 418 (ts) 386,z2, 607,3D) 785 (aq 964(,q 1143(3,J 1323(3, 4T1 755 1075 142E 1838 2316 2883 428 460 780 (9) t159 ir) 1418(.ro) 1659tq 1887(n 14'-0" 168" PRECAST ( ) 279 424 706 1002 1328 1897 212T 2630 14'-0" (168") PRECAST 205 29 100 14'-0" (168') PRECAST 384 ts) 358 an 560 724 3q 889 , q 1054 q 1220 3a 442 706 1002 1326 1687 2127 2630 410 425 717 (9) 1063 (z, 1358(zq 1582azJ 1807izt 44' 8" (178") PRESTRESSED N.R. NR NR NR. NR NR NR NR 14'-8° (176") PRESTRESSED N.R. 2 91 14' 8" (176 j PRESTRESSED 239 334 (xn 520 a 672 z9 825 978 1931 3e 458 783 1370 1902 2245 2517 2772 248 395 863 9 980 (a) 1303p, 1518 aJ ' 1734 , 15'4" (184") PRESTRESSED N:R. NR NR NR NR NR NR NR PRESTRESSED 15'4" 184" P ( ) N.R. 259 83 15'4" 184" PRESTRESSED ( ) 114 313,2q 486 (ze) 627 (2,) 769 vq 911 (2q 1054,a 412 710 1250 1733 2058 2320 2513 230 368 1 816 ,q 908 aq 1240csi 1460(2,y 1868,a 17'4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR 17'4" (208") PRESTRESSED N.R. 194 64 17'4" (208") PRESTRESSED 187 263 (,q 405a, 521 638n 756 n 873, 300 548 950 1326 1609 1849 2047 192 306 506 (a, 740 (te) 100t5@D 12713n 1473(3t 19'4" 232" PRESTRESSED ( ) N.R. NR NR NR NR NR NR NR 19'4' (232") PRESTRESSED N.R. 14 52 194" (232") PRESTRESSED 162 229 tto 348 (zs) 447,a, 547,ae) 647 (ze) 747.(2s 235 420 750 1D37 1282 1515 1716 166 263 429 (e $23(te) 841 1059 D 122730 21'1I" (256") PRESTRESSED N.R. NR' NR NR NR NR NR NR 21'4" (256") PRESTRESSED N.R. 12 42 21)4" (256") PRESTRESSED 742 204 , 307, 393 (a 480 (a) 588 (2a) 655 (m 16D 340 598 845 1114 1359 1468 142 232 373 (7) 537 (17) 721 ,:x 905 (29)1 1048121 22'-0" (264") PRESTRESSED N.R. NR NR NR NR NR NR NR 22'-0" (284") PRESTRESSED N.R. 11 40 22'-0" (284") PRESTRESSED 137 197 (te) 295 (u) 379 ,a) 462 (z3) 546 (23) 630 23 165 315 550 784 1047 ''.. 1285 1399 137 223 358 513 ,n) 688,) 863. a'. 999 a 24'-0" 288" PRESTRESSED ( ) N.R. NR NR. NR NR NR NR NR 24'-V (288") PRESTRESSED N.R. 91 33 24'-0" (288") PRESTRESSED 124 179 (,q 267 ten 342 (zn 476 ,zn 492 a�) '... 567. fz2 129 250 450 654 884 ''. 1092 1 222 724 202 319 ,, 455 pq 606,a) 757 Rr) 876 iu (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR. : '.I (#) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 ARE FIELD ADDED PERCENT REBAR. - ALL VALUES TAKEN FROM "SAFE LOAD TABLES" BY CASTCRETE MAY 20115 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE M 16-0126-03 '.. 1 8F16-lT/0M/0B 8F16-lT/OM/OB 8F16-lT/0M/0B2.1 1 ♦♦♦♦ ♦#, ca ♦ m 2 o ♦♦ 0 2.1 ♦� I o 11= ♦ F �� I � 1 1� ♦♦ 4LL ♦♦ m GT ♦� 1 8F161T/OM/OB ♦ 1 1 1 ♦ - 1 ♦♦ 1 ♦ � 1 1 ♦♦ 4* 1 ♦ I I _I ♦ ♦ 1 ♦♦ �� 1 1 ♦♦ ♦� 1 ♦♦ ♦40P 1 I ♦ ♦ 1 i♦Y� 1 1 I I II I I 1 I I I 1 1 I 1 ; I la 1 Io' 1 I Ir 1 I I00 1 1 I 1 LINO, PROVIDE BB1 WHERE 1 L 1 ROOF TRUSSES BEAR, TOP 1 OF WALL EL. 8'-8", UNO, 1 1 1 ' I 1 I I 1 1 1 I 1 1 1 ♦♦ o 1 ♦ L — — — — 1 1 40P� ♦ L I I � ♦ ♦ �♦ ## ♦♦ I— - 1 I �♦ I `'♦ I i! 1 � ♦♦ 1 * 1 1 1 ♦ 1 1 8F8- 1 ♦♦ 1T/OM/OB ♦� I 1 GT 1 ♦♦ ♦♦ 1 1 I ♦ ♦♦ 1 - ♦ 1 I I ♦♦ � 1 8F161T/OM/OB I ♦' 1 1 % 8F28.1T/0M/0B ♦♦ I LIFT BEAM PLAN SCALE; 1/4" = V-0" 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 W U3 M0F c� �1 0 F 4 U W q I Y I q r j i s 6� mum °:.IV,".,7 SUBDIIT. LOT: CREEKSIDE PHASE 2 LOT #51 PROJECT# v 04321.200 051R1 MODEL: �� 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: LIFT BEAM PLAN AND { NOTES ( 9qry lk 1 MPH EXP9 z J. G I l"E OI a (._.C'4 ]DA OCT 310 2019,`" MICHAEL C. ANDERSON AR NO 17305 PRINT 10 24 19 DATE: / / SCALE: 1 /4"=14 — 0" SFIEET S 2 NOTES TO THE INSPECTOR/CONTRACTOR F B"x8" BON 1#5 `i 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. �\\���� PLACE STEEL 3. HEIGHT. MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING �O REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND C7 AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8"xl6" k a ��Q P 5: SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM I #5 CORNER BAR W/ 30" LAP FOR EACH O COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS 1#5 COURSE OF BOND BEAM ' O UOUS THROUGH THE / TOP OF THE LINTEL VERTICAL REBAR WI 10" HOOK O 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. Pg9 Q�P� 8xl6 DEL. BOND TOP OF 77 BEAM W/ (1) #5 BAR BOND BEAM i • .i � / y.\\O `b EACH COURSE Wa(B #5 BAR OND M BOND BEAM F - FILLED W/ GROUT .. 30" TYPICAL ��QQ U = UNFILLED GROUT SOLID FROM TOP \� NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, IN 2ND BOND #5 BAR IN BOND BEAM L BEAM COURSE BEAM SEE NOTE 5 5�S\Q�Q 1 6-1 T/1 M/OB :% BxBPRE-CAST CONCRETE P� F� NOMINAL " LINTEL W/ (1) #5 BAR (L2) QQ� HEIGHT LENGTH OF BAR = WIDTH OF MASONRY g # OF #5'S, TOP OPENING-2" CORNER BOND BEAM COURSE OR 2 BEAM DESIGNATION REINFORCING OF BOND BEAM IT IS THIS ENGINEER'S INTENT /#OF #5 S, BOTTOM 8x8 PRE -CAST CONCRETE 1 THAT XFXX - 1T/1M/OB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER SCALE: 3/4"=l'-O" AND XFXX - 1T/OM/OB INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS TOP OF OPENING ri1 DBL. BOND BEAM': PRECAST HEADER(MIN) 1 r AT HIGHER ELEVATION 2x4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN I.I. DBL. BOND BEAM SHANK SIZE.145 MIN HEAD AT LOWER ELEVATION SIZE.300 MIN EMBEDMENT 1 WINDOW 11/4") 8" FROM EACH END AND ;. 18" O.C. MAX. MIN 1-1/4" #5 BAR BENT ASSHOWN EMBEDMENT 2x6 (MIN 2 X 3) 2-3/16 TAPCONs OR DRIVE PIN (MIN SHANK 7PRE-CAST 31/4" SIZE.145 MIN HEAD S2E :300 � WINDOW N MIN EMBEDMENT 1 1/4") 8" SILL FROM EACH END AND 18" ' SLOPE O.C. MAX. MIN 1-1/4" o EMBEDMENT M si 2x8 (MIN 2 X 3)2-3/16 r OPEN FACE SHELL SO - TAPCON OR DRIVE PIN (MIN AS TO ALLOW BENT BAR TO BE PLACED IN SHANK SIZE.145 MIN HEAD UPPER AND LOWER 2X4 SOLID BLOCKING1 #5 MIN. REQUIRED IN SIZE .300 MIN EMBEDMENT 1 SECURE TO SHEATHING W/ rl BOND BEAM EACH CELL HOOKED IN 1/4") 8" FROM EACH END AND q MIN 1-1/4" MIN: 2-12d PER BLK. EA. END TOP BOND BEAM W/ EMBEDMENT STANDARD ACI HOOK I 7/16" OSB SHEATHING CORNER BARS TYPICAL MASONRY WINDOW CMU WALL F AT CORNER STEP SILL CONSTRUCTION 5 ARCHWAY FRAMLNG DETAIL SCALE:314"=1'-0"; 1 k,j IN la PROVIDE 3" DIA. HOLEI IN LINTEL SO THAT VER7. REINF. BAR CONTINUES THROUGH LINTEL. 3 I) k, ji Fe1 SINGLE #5 CORNER BAR, 3Ox30 TURNED UP 5�O I OR TURNED DOWN INTO I STEEL REINF. OF \,/ FILLED CELL BOND. BEAM II 4 I\ I I I $ 3pui'1 8x8 CMU PIER ! W/ SINGLE OR DOUBLE REINF. BAR(S), PROVIDE #5 s AT EACH SIDE SEE PLAN. STEEL REINF. OF OF ELEVATION I / ENSURE THAT PIER GROUTS BENEATH CHANGE BOND. BEAM LINTEL. G CHANGE IN ELEVATION OF BOND BEAM I 7 SCALE: 3/4"=V-0" SINGLE LINTEL, MULTIPLE OPENINGS C 6a r 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-802 3591 www. a bd esi gngrou p. co m AA #: 0003325 W U F 0. V W O F A ti r� k I I. a 1 E`I tnN*ll' aLTHDTV. & LA3T" CREEKSIDE j PHASE 2 LOT #51 PROJECT# 04321.200 051R1 MODELt 4EAB �I "1672—ARIA„ C,ARAGE SWING: RIGHT ['F'PAGE- r, DETAILS r 60 MPH EXP.0 ARCHITECT STATE OF FLOF4DA OCT ^3 0 2019J- MICHAEL C. ANDERMN AR NO 17305 PRINT BATE: 10/24/19 SCALE: 1/4"=1'- C)" SHEET S 2,,]_ 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. CONCRETE TO WOOD FLOOR: USP LPTA W/ (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 TOBEPER 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 MATCH CONNECTOR FINISH, 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 HILT[ X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" Ix 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 2,500LBS 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 TAICES 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE f ALL TR S TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. 11 ' h f4 �. fyl )" �i ��1pd I`J LI ,. F,) 1 1 .1 FS� ,k CONNL[ION SET ILUULL I CUNT RO L DA1 L: 01,05-17 — --- ------ -- } Z vC� ¢ MOek USP SIMPSON MI1 ek USP SIMPSON 015 UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER FASTENER I ITA 16-18 1625 META-16 1450 (81 Bad X 11/21PLV,(7116d2PLY, LMBLD4" (9)10dx 11/21PLY(b) 16d2PLV EMBED 4' (2) ­1A 16-18 243a (2)MLl A-16 1995 (12)10d x 11/2 1-PLY, EMBED 4" (10110d N 1111'1PLY, EMBED 4" 150E (10)16d 2-PLY, EMDED4" 1191 Ibd 2-0LY, EMBED 4 IITA 36 1870 IIL1 A-16 1910 (10)10d X 11/2',(8116d 2-0LY, EMBED 4" - (9)Bad x 11/2" 1-PLY, (8) 16d 2-PLY, EMBED 4" IITA 20 1870 1IETA-20 181E (10) lad x 11/2", (8) l6d 2-PLY; EMBED 4' 1 (9) lad x 11/2" 1-P LY, (8) i6d 2-PLY, EMBED 4" (2)H1A 20 243E (21 HE1 A-2D 2035 (12) lads 11/2",1 PLY EMBED 4". (10)10d 11/2 1—PLY, LMOLD4 2500 (10)16d 2-PLY, EMDED4 1121 16d 2—PLY, EMBEO4 LUGI-2 2260 LET 2150 BLK(5)1/4"x3' Wedge B.H'Anchors WOOD (16) 10d O) 114 x21/4 TITEN, WOOD (16) 16d UIIlq-2U 24}0 UL1AL-20 2480 (16)-10dx11/2,1PLYALT€RNATE USE OF)2)IITA-20 AC[CPTABLE (18'RLIO x11(2,1 ILIA LTERNgTE USE OF(2)IIETA-20 ACCEPTABLE MUGT15♦ 4175 MGT4 3965 (1)5/8 A.T.H. IN HIGH SINENGIMEPO%Y )M1N 124EMS6U,(22)30tl10 WOOD) Il)5/p AiVILN HIGHSTRENGTH EPDXY (MIN. 12"UMSED,(2210tl 10 WOOD HUGT2+ 9790 HG1-2+ 10980 WOOD (9) lad, MASONRY(2)3/4"AlR 1 (2)3/p'A.L4. IN HIGI I SI RENGHH EPDXY (MIN. 12" EMBED), (16) SOdIOW00D HUG13+ 986E HG1-3+ 10530 WOOD(8) 10d, MASONRY (2) 1/4"A.13 1(2I3/4"A.I.R. IN 10G I I SI RENGI H E PO%Y(MIN. 12" LMBLU),(16) laid 10 WOOD WGl-3 3525. LG13-SUS25 3285 4 8" XS" Wetl a-Bolt+Anchors WOOD WS25 [0NC O 3 / g (12)SD51/4 x3'TO GIADCR, 14)3/8"x5".TITENIIO TO WALL LPTA 1510 PARALLEL TO WALL 1470 PERvtrvDlculaHlDwqu L1A2 121E PAHALLEL 10 WA ILE 121E PENPENUICUTARIO. ULAR10 WaLL (10110tlx11/2" 110)lad rc11/2 MUGT15 4175 VGT '4940 (1)5/8 A.T.H. IN HIGH 51 RENGI H EPDXY (MIN. 12" EMBED), (4) Fad l OP/(6110d FAE2/(12) 10 BACKO iNUSS 1115/8 A.I.R. IN HIGH SI RENGI H EPDXY (MIN 12"EMBED),(16) SU51/4'x3" HUGI 7185 (2)Val 7195 (2)5/8' A.I.R. IN i IIGI I S1 RLNGI I I LPDXY(MIN 12" EMBED),(8) Lad (2)5/8 A 1 R.IN HIGI I SI RLNGI I I EPDXY (MIN. 12' LMBLDI,(321 SDS 1/4"xT C K H AT 12 1155 MJS-12 two (14)lad s 11/2',(14)lad (14)lOd X 11/2" II1W 16 126E - II1 S-Us 1150 (16) 10d X 11/2', (16) i0d ' (16) Lad X11/2" IIIW20 1530 HIS-20 1450 (24) 10d X 11/2",(20)I0d (24)lOd X 11/2' IITW 24 1530 [ITS 24 145E (24) SOtl X 11/21',(2D) LOtl (24) 10d x 1112" LSIA 12 +t 930 61A-12+F 925 (IO)IOd (10)l0d L51A 18++. 1235. L51 A-18+ry 1235 (14):10tl I 114110tl MSIA 18, 1310 MG1n-1N++ 1 11IL (14110d 14,. MSTA 24++ 164E MST A-24++ 1640 (18)lOtl (18110d MYIA 30++ 2065 MSTA-30, 2050 (22)IW (22110d MS1 A-36 + 2065 MI 2050 (26)10d (26)10d KS11236 389E MAD I-36 380E - (36)10tl %11/2" (36)laid %11/2" K15I248 5140 MSTI-48 5065 (48)Bad X 11/2" 148)lad %11/2 UH A6 1210 116 950 (16)8d x 11/2",(16)8d) (8)8d10PLAl,S,hH8d1OS1UDS SP724 1030 SP4 885 (6)10d1OS1UOSl6)1Od10P1A1L (6)10dxll/210STUD5 MP34 5251N}1@160'Y A34 5151N F19 (4)8dx 11/2 106LAM,(4)8tl x11/2"10 POSE. 1 (4)8dx 13/2 10 BLANI, (4 BtlNll/2'.lO POST H OCP2 800 IICP2 (o45 (10) 10d x 1112' TO TRUSS, ISO) lad X 11/2 TO PLATE (12)10d X 11/2 RT16A 138E II10A 1140 (9)lad xl 1/2" 101 Russ, (8) lad X 11/2' 10 PAJE (19)10d X 11/2 MUGT15 &PIi D4A 91A VGT&IIW4 4565 28 Lad 101 ROSS 1G WS3 WOOD SCRE STOP POST W 58 1HRLA UD ROD ( ) I 1 W. W P / / U 16-SDS14 x3 10 WOOD, 10 .50' I 1 / ,( 1 6t4"x212"W 1HHtAU6 ROD, 2 N 1'. / / / U U S WASHER 2-0LY ,O / / MUGT15&PII04A 4ll5 VGT&IIW6 494E 28 lad 101RUSs 10 WS3 WOOD SCREWS 10 PO' 111 DRU ) ( 1 51 W 6/B NL4VL U ( % 16 -5D51 4 x3" 10. WOOD 3 - 1 ). / ,(B/4"51 UU BOLTS W/TI IXLADLUROD, (2)NUTS/WASIILR/2PLY O I V 2 a PAU44 2535 6775 ABU 442 2200 6665 (1)5/8" A.T.R. IN I Hat 151 BENGT I I EPDXY, (MIN.]" EMBED) IN COW., (12) 16tl1U WOOD 1 (1)5/8 A114IN I IIGI I SI RLNGI I EPDXY, (MIN. 7"{MBLP) IN CONQ(12) 16d 10 WOOL, PAU66 238E twos ABU 661 2100 12000 (1)5/8"A.T.R. IN I IIGI I STRENGTI I EPDXY, (MIN. 7" EMBED) IN GONE,(12)16d TO WOOD I (1) 5/8ATR IN IIIGI I STRENGTH @FOXY,(MIN.]"CMUCO)INGONE, (12116d TO WOOD LTBI9+++ 1205 1_1739+++ 1340 (1)3/4"A.1.H. IN HIGH 51BENGTH EPDXY, (MIN. T'UMBLUI IN GONE,(8)IOd 10 WOOD (1)3/4 A1.R, IN HIGH 51 RENGI H EPDXY,(MIN 71111DA INCONIBROd TO WOOD LT5203. 1100 LIT209+++ 1500 (1)3/4"A:LR. IN HIGH STRENGTH EPDXY, (MIN 7"EMBED)INCONC.,(10)10dxl-1/210WOO (1)1/2 Al R IN HIGH STRENGTH EPDXY,( MIN V EMBED.) INCONC.,(10)10d10WOOD HIT45 416E H114 4235 5 8 A 1 R. 1 IIIGII Si RLN611I EPDXY MIN. 7" LMBLD INOONC. 18 1fid (1) / N ( ) ..(. %21/2". (1)5/8 AT.R. IN IIIGII STRENGTH EPDXY (MIN.7" LMBLU,)INCONC.,(26)16d X21/2" H1145 SEES H115 5090. T I 3 5'e A NI IGI STR N TII EPDXY MIN. 7"EMBED IN ONC. 2616tl %212" (i ] R. ,. C G ( ) C ,1_ I / .1115J8'A.T. R. IN IIIGII STRENGTH EPDXY (MIN T'fMBED;)IN CONC, (26)36d X21/2" UPIIDll+ : 19395 uuD 1-SD$ 2.5+ 1183E 11"A.I.R. IN HIGH SI HUNG1H tP N. lD"kMBEU IN 2 SiW WOOD OXP ,Mt. 4W 0 ( ) 1 ,( ) 11"AIH IN STRENGTH ENO (1 EPDXY, MIN ID EMBh D. IN GONE, 24 SW'/. x Y ,( ) 2. WOOD. ,1 ) PHDSA 6515 IID]B 6645 58" A.B.I NIIIGIISIRENGIRLPO%V MIN7"LMBLD INCONt 14 Mt (1) / .( I 1 1W53W )D W Of PoR-. h 178'AB.I IIIGII SI NLNGLI EPDXY, O / N O Y (MIN. LMBLD. IN CONC. 3 3 4° UD B01 1 ,I 1 ,(1/ S3 LS OW 1 UXB ]a] a 1 7 8"A.O. IN IIIGII STRENGTH EPDXY, MIN. ]" IMBED) IN CONC 3 ] (1 / O 8 STUD BOLTSTO WOO I 1 U / I oo w 1D Z S Ni 258E 713E MBHA 3.56/11.25 34Y5 533E (112"'J-BOLTWMIN6"EMBED&NOT LESS TiIAN 4"FROM EOGEOFCO 1 / NI 34 DIA ITW ( // DYNa SOLI SLEEVE ANCIIOH ON LO W/MINE"LMBLOINSTAEILUINhACL (1411ad AilUl9 AMSET EDHEAD / 1 3 4 ATR IN III Ib. Ill G STRENGTIIEPDXY, (MIN 675 EMBEDMENT) INC.M.D TOP, (1)3/4"A: LFOXY, (MIN.6.]5"LMDLUMLBIT )IN GMlI FALL, (18) lad lOSLAM . IIUS4121F 306E 2710(100%) IIUSC412 (WOOD) 3635 2660(100%I (10116d 10 HEADER, (10) Ibd 10 WOOD (10) 16d 10 HEADER, (10) 16d 10 WOOD 3325 (115%I 3- 265(125%) IID410I F(CMU) ❑ D210-211`tMU) 1950 195E 5000 6ODO (EMU) (EMU) HUC210-2 (EMU) 180E 1800 4500 450E 320)3/1SCREWS,s..TAPPER,, WOOD.USP (20 W53(10) lQdTOtlYO WOOD WOOD (18)1/4. s3"" WS35CRW6,(10)IOd TO -- WOOD USP (2U 3/1G" .1 AVPLH+,(ID)lUtl lO WOOD (18)1/4x23/4 TITEN:(9 PE R FLA NG EI TO CM U,(10130d TO WOOD: (18)1/4 x2-3/4"111 ON 19. PER FIANGL)IOCMU,(10) Lad 10 WOOD: I ID210-31F(EMU) 195E `SOUR '(CMU) I IUC210-3. 1800 450E (18)1/4 x3"" WS3 SCREWS(10) 1Od10 WOOD. USP (20)3/16"TAPPER+, 101 lUdIO WOOD � (18)114N23/4'11TLNE PER FLANGL)10 EMU, (10) lOd1O WOOD'. LGUM26-2 2125 6065 LGUM26-25D5 143E 5595 (413/8"X4"Wedge Bolt+ Anchors, WOOD(4)WS3 WOODSCREWS '', (4)3/8. x 4 THEN HID ANCI IORS(2 PER FLANGE)TO EMU, (4)1/4 X2-1/2 S05SCRCWSTOWOOD 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 GO w BRACE TOP OF WALL. Lf) GO ✓, U U U U U U CJ1 uII iEJ7rIr 17CJ1Iw w w CJ3 I IIWl CJ3 3.1 1 l 0 ATTACH 4'-0" LONG 2x SCAB TO IA CJ5 _'� = n u II TRUSS W/ 10d NAILS @ 6" O.C. a II II II = CJ5 3:1 (4" FROM EA. END) GT A9G 1 ¢�_ — op 0 0 A4 = cc O �_ m PRE -FABRICATED ROOF =' o TRUSSES @ 24" O.C. MAX. 0 `7 14 — W —1== _ _—__ JA I I II c� = }I I) I ( ) ri 71 +7 I In '--_ = A2 - �~ 22"x54 � ATTIC I_ ACCESS _ A3 munm----- -_ _ A5 - - --_ _�-- — — — — »T- C A6 _ 1 1A -- - 3.1 V4 1A — — — GT A8 3.1 - — G 1:3 9� II'l ,4 W II II 11 II II 11 II - = CJ5 cc 1A $[� II �I V] 6 II I I I II II I _ - II e 1 A -y� 3.1y � I 91 - CJ3 r_' T 1A ry EJ7. 1 II I1 -- - - I CJ1 �— - - - €i��:' z�e- — II - —II - II- _ 1L - II II L1J FRAMING PLAN SCALE: 1/4" = V-0" 1 1A 1A 551 S. AF SUI MELBOURNE, PH: 329 www.abde: AA #: 1` 4w BLVD., 2 IDA 32901 3591 y U w 0 F w O F I � ku I LJHDIV. 8e LOT: CREEKSIDE ,.* PHASE 2 LOT # 51 zr y ,.ROJ ECT 04321.20E � 051R1 MODE w L: 4EAB x "1672-ARIA' ' ( �" �,.--'AGE SWING: RIGHT h� ~<FIAGE: FRAMING PLAN ) A aA a MPH EXP. C ARCHITECT:. wm. STATE OF FLORID ti i a 7 1 li OOT 3 0 2019r' I HAEL C. ANDERSON AR NO 17305 10/24/19 SCALE: 1/4'1=1'—O" SHEET JI env ENGINEERED WOOD I RUSSE PLYWOOD SHEATHING, SEE a. @ 24" O/C, SUBMIT SH P ROOF/WALUFLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" PLYWOOD SHEATHING, SEE (2) USP HTA16 TRUSS ANCHOR "ROOF/WALUFLOOR WITH (9) 10d x 1 1/2" NAILS TO SHEATHING f:a TRUSS EA. PROVIDE 4 MINIMUM NOTE: FOR (A) W/SINGLE FASTENER SCHEDULE" CONCRETE EMBEDMENT. DBL PLY, A PT SYP #2 2"X6"X4'-0" HTA16 TRUSS ANCHOR WITH {9) � STRAP, 1 EACH SIDE RAPS UP MAY BE ADDED W/ 10d 1 Od x z 1 1 1 /2" TO TRUSS. FL#176$0 � 10d AND OVER TRUSS ( NO NAILS, 2 ROWS, 3" O/C TO B-(2) USP HTA16 TRUSS ANCHOR WITH (9) SHOWN) FACILITATE 2-PLY I Od x 1 1/2" TO TRUSS EA STRAP. FL#17680 USED iN CONJUNCTIO WITH CONNECTOR. DBL STRAP, 1 EACH SIDE WRAPS UP AND HEAVY UPLIFT CONNE TOR OVER TRUSS (NOT SHOWN) FL#17680 (A) USP LUGT2 W/ (5) 1/4"x3" POWERS ( 1x2, 2x WOOD FASCIA 1 WEDGE BOLT& (16) 16 GALV. NAILS TO SEE ARCHITECTURAL TRUSS SHOWN) rj 2x SECURED 3 16d (B) USP(RFUS)STEEL CONNOECTOR H (4) rj GALV. COMMON NAILS. ENGINEERED WOOD 3/4"x6" WEDGE BOLTS AND 1z2 SECURED W/ 10d TRUSSES @ 24" O/C d 1 x2, 2x WOOD FASCIA (12) WS3 SCREWS FL#6223 GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL I 12" O/C FOR REVIEW 2x SECURED /(3) 16d - AND APPROVAL GALV. COMM N NAILS. IF 4 BOLTS ARE USED 1 1x2 SECURE W/ 10d MASONRY BOND ENSURE THAT CELLS ARE GROUTED GALV. COMM N NAILS BEAM SOLID, 8" EACH WAY OF BOLTS MASONRY BOND BEAM I) 12" O/C SEE SCHEDULE SEE SCHEDULE A ALLOWABLE UPLIFT = U:3980 LBS, L:1785 LBS (2PLY) A ALLOWABLE UPLIFT = U:1870 LBS, L710LBS (1 STRAP) B ALLOWABLE UPLIFT = U:9000 LBS, L:1310 LBS (4 WEDGE BOLTS IN RFUS) B ALLOWABLE UPLIFT = U.2430 LBS, L1310LBS (SSTRAPS) SS�GIRDER TYPICALTRUSS/SSA( CONNECTORS} NOT USED 4D NOTCH DEPTH 1/4"D O HOLE EDGE>5/8" HOLE DIAMETER < 2/5"D SGL. STUD OUTER'1/3 OF SPAN ONLY HOLE ;EDGE >5/8" I BTM: H 'LE DIAMETER O, PLATE <3/5" D DBL STUD STUD NOTCHING �p AND BORING LIMITS 8 ALE 11/2"=V-0" SC 2a 2b TYPICAL ROOF GIRDER CONNECTOR(S) 5 NOT USED NDOT USED 9 6'4" MAX (W/iX4) OR 10'-0" MAX (W/2X4) I # 1175 UPLIFT USP - HTWM20 W/10 1 Od TO TRUSS AND (4) 1 /4" x 21/4" TAPCONS TO CONT POURED LINTEL # 1900 UPLIFT (2) USP HTWM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/1010d TO TRUSS AND (4) 1/4"x21/4" TAPCONS TO CONT POURED LINTEL PRE ENG TRUSS CONTINUOUS BOND BEAM TAP CONS MIN. 2" COVER 2"APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4"=1'-0" i 1x4 DIAGONAL BTM. CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES 1x4 BTM. CHORD BRACING 6-0" O/C ——END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. BTM. CHORD BRACING 6 SCALE' 3/4"=V-0" SJNOT USED (2) 2X4 No.2 SYP DIAG. — BRACE W/ (3) 12d @ EA. TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0" (1) "X" BRACE 30'-1" TO 60'-0 (3) "X" BRACE (1) "X" BRACE @ CENTER (2) "X" BRACE DIVIDED EQUALLY FROM CENTER TO END. 2x WOOD FASCIA, SEE ARCHITECTURAL, PRE-ENG GABLE TRUSS STIFFBACK (AS PER TRUSS ENG) SEE SCHEDULE FOR BOND BEAM REQ. 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENTAT 4'-0" O.C. (AT SHEATHING SEAMS) SECURE 2x8 PT. PLATE TO BLK W/ 1/2" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX CONT. 2x4 SECURED W/ (2) 1 Od's @ EACH TRUSS TO BE INSTALLED @ 10'-0 O.C. MAX. LOCK WALL W/ GABLE END RE-ENG'D TRUSS SCALE:3/4"_V-0" THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE ,SPEDIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSE9 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 TRIUSSES ARE SUBJECT TO UPLIFT, F1 AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES, ALTERNATE MATERIALS SCALE: 3/4"_1 �_0" 551 S. APOLLO BLVD.,. T SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802.3591 www.abdesigngroup.com AA #: 0003325 F W r U W 0 4 V o i o 4, '11TYBDIV. 8e LOT: "f CREEKSIDE PHASE 2 LOT #51 PROJECT* 04321.200 051R1 4EAB 1672—ARIA A'RAGE SWING: n14 s RIGHT I r _ JLGM: mw._ I DETAILS I r L60 MPH EXP. C ARCHITECT: 4 STATE OF FLORIDA OCT 3 :0.2019 9CHAEL C. ANDERSON AR NO 17305 DAIT : 10/24/19 SCALE: 1 /4"=1' — 0" SHEET S3.I SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #51 PROJECT# 04321.200 051R1 MODEL 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: DETAILS�� 60 MPH EXP. Cl' i Aa' ` DATE: 10 24 19 SCALE: 1 /4"=1' - 0" SHEET S3. 3. I B (2) 2X4 No.2 SYP DIAG. BRACE W/ (3) 12d,@ EA. TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 2x SUB -BAND 0'-0" TO 30' 0" (1) "X" BRACE 30'-1" TO 60'-0 (3) "X" BRACE (1) "X" BRACE @ CENTER PRE-ENG GABLE TRUSS — (2) "X BRACE DIVIDED EQUALLY STIFFBACK AT ALL FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 2x6 OUTLOOKER @ 24" O.C. SECURED W/ USP RT16A ix2, 2x WOOD FASCIAL CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3) 16d TXENGIN�EERED WOOD GALV. COMMON NAILS. SES @ 1x2 SECURED W/ 10d MIT SHOP DRAWINGS GALV. COMMON NAILS REVIEW CONT. 2x4 RAT RUN 12 O/C APPROVAL SECURED W/ (2) 12d's @ t MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS SCALE: 3/4"=1'-0" Wf HIP RETURN VTT SPACING (1) AT EACH END AND 6'-0" O.C. MAX. PRE-ENGINEERED VALLEY TRUSS CONNECTION SCALE: N.T.S. 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA321301 PH:321-802-3591 k{ www.abdesigngroup.com AA # 0003325 at h W t3 ry pppppp � 4 s � I j c i� 4b •1 ti r g v T. r. i CREEKSIDE PHASE 2 LOT #51 � P1,7JECT# O����321.200/051R1 I 4EAB "1672-ARIA" GARAGE SWING: RIGHT �Ty ADAGE: DETAILS E� J 1 wa ` Q MPH EXP. ARCHFfECJ 9TATI_ OF FLORIDA ,f, - 'ACT 3 0 2019 MICHAEL C. ANDERSON AR NO 17305 DATE- 10/24/19 SCALE: 1 /4"=1' - 0" SHEET S3.IC GABLE - END sY.Ys • •mO T idirt ,i * • / `tww • • * li a Ij o; HIP ROOF !r ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-10 ZONE 1 = 23.79 PSF (33.79) ZONE = 39.48 PSF (49.48) ZONE 3 = 67.16 PSF (77.16) 1 A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH WIND EXPOSURE: "C RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT +- 0.18 I ROOF DIAPHRAGM MIN 7/ 6" F USE i SHINGLE ROOF, U FOR ASPHALT G O S O.S.B. OR IO CDXEXT. AND EPLYWOOD, METAALL CEMENTITIOUSTIE ROOFING, USE ROOF/ WALL/ FLOOR IG MIN. 5/8 CDX EXT. PLYWOOD, WITH 8d RING SHEATHING SHANK GUN NAILS AT 4 O.C. AT SUPPORTED PANEL EDGES AND Eld RING SHANK GUN NAILS AT6"O.C.ATINTERMEDIATE SUPPORTS. SEE FASTENER SCHEDULE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS @ 4 O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE NAIL SCHEDULE SIZE TYPE MIN. LENGTH =SHANK E STR. SHANK 8d RING SHANK, 21/2" 0.120" 170,000 RING (16 20 RINGS SCREW SHANK PER INCH) 8d SCREW SHANK 2 1/2" ' 0.120" PNEUMATIC SCREW NAILS 1. NAIL SIZE PER ASTM F1664 TOP CORD BLOCKING AT 4', 2. INTERNATIONAL STAPE, NAIL & TOOL O.C. MAX. IN FIRST 2 FRAMING ASSOCIATION (ISANTA) ESR-1539 SPACES AT EACH END. w RAFTER OR TRUSS ROOF SHEATHING \\\ EXTERIOR SHEATHING USE 1/2' CDX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES SHANKAND 8d RING O.C. I BOTTOM PANEL AND 8d RING SHANK G K UN & NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS `+ OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED I= PER MANUF. SPECS.)SEE DETAIL. BUILDING LENGTH n.l ROOF SHEATHING LAYOUT AND ENDWALL BRACING j 8d RING SHANK GUN NAILS @ 4" O.C. FOR GABLE END FRAMING TOP & BOTTOM EDGES @ I - I J zLu 0 I w ad RING SHANK GUN NAILS � Z UB �d 6" O.C. IN FIELD a 2 I;u 7 rn z z co J Q Q z W. y z CD `L Q U , J J.. V) fr Ca = w CW7 Z) 0 ❑ U w Cc Z CW0 -0 IJ S r 1-0 W O _. z 00 E z Do EL ` 8d RING SHANK GUN NAILS@ 12" O.C. IN FIELD or 8d x 2 1/2" SCREW SHANK PNEUMATIC SCREW -NAILS @ 12" 0.6 �N FIELD /\1 TYP: 3/4" T&GSUB-FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS 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, 6th EDITION ACI 318-14, 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 DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND'ISITE 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: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf 20 psf TOP CHORD -non-concurrent 10 psf BTM CHORD -non-concurrent DEADLOAD DEAD LOAD 15', psf TOP CHORD 20 psf TOP CHORD (7psf w/ ASPHALT SHINGLES) It 0 psf w/'I No GYPCRETE) 10 psf BTM CHORD 5 psf BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: 1 Opsf BALCONY LIVE LOAD 60 psf STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED =160 MPH 3- SECOND GUST (ASCE 7-10 (FBC R2017) EXPOSURE C, RISK CATEGORY 11) LIVE LOADS: UNINHABITABLE ATTIC WITHOUT, STORAGE: 1 Opsf, UNINHABITABLE ATTIC WITH LIMITED STORAGE: 20psf,HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER. VEHICLE GARAGES:'50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: 40psf SHOP DRAWING REVIEW: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33, MAXIMUM AGGREGATE SIZE SHALL BE 314 PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4". PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. FORM -WORK: FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, AND FOOTINGS. SHALL BE. DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, "RECOMMENDED PRACTICE FOR CONCRETE FORM WORK. EXCLUSIONS FROM THESE PLANS,: WATERPROOFING', FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL. DEPE NDING ON THE TYPE OFCONSTRUCTIONTHESE ITEMS SOME OR ALL MAYBE REQUIRED BUT ARE BY OTHERS. WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM At85, 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 3' 0' OC, EACH WAY. REINFORCING STEEL: REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE60 IN MASONRY 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 ENGINEER'S REVIEW. TYP: MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" #5 BAR - 30" #7 BAR - 42" PROVIDE 36" x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. 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 MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ENGINEER. MASONRY: MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE "SPECIFICATION MASONRY STRUCTURES" (ACI 530/ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR 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. Fla = 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 NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF0.25 PCF OF 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 DIPPEDGALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT CONTAINS MORE THAN 1/2" OF -HEARTWOOD. MINIMUM NAILING PER FBCR 2017, 6th EDITION. SEE NAILING SCHEDULE ON PLANS:. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS. AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER-. SYP #2. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES, 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 0.035" AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "TPVWTCA SCSI 1" COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WILL 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 WITH ANSI A58.1-1982 HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. CONTRACTOR SHALL SUBMIT SIGNED AND SE ALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT AFFECT 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 PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION PLAN SHOWING COMPONENT LAYOUT. SHOP: DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA LICENSED PROFESSIONAL ENGINEER. THE HURRICANE STRAPS. SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. CONSTRUCTION SCHEDULE; AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT. DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITYOF THE CONTRACTOR TO VERIFY PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, NGTH, ELIRVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS. TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm = 1500 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER: WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE, CONTRACTORS PTO SUBMITTAL TO THE ARCHITECT. RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE AND CLADDING WIND LOAD PRESSURES: THE DELEGATED TRUSS ENGINEER SHALL 8E RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TACT -DOCUMENTS) ARE PROHIBITED NTRACTSHOWN WITHOUT THEEXPRESS WRITTEN PERMISSION FR M`THE-EN INEER. IN ALL INSTANCES THE COE OUO G ASTM C 476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF3000 PSI AT 28 DAYS, UNLESS ALL SHEET METAL FRAMING CONNECTORS ON TH PLAN HA AL S SHALL BE "USP STRUCTURAL DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" CONNECTORS" BY USP, OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WRITING BY THE ARCHITECT. ,,,a COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION W1TH`T4E SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE TO CONSOLIDATE GROUT. LATEST CATALOG. FOUNDATION/ SITE PREPARATION: - . TYPE 'M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT, MORTAR SHALL BE FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE-OF'2,000 psf, FOOTING PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS ',. EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITYOFAT LEAST 95% OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO TECHNICAL -ENGINEER TO VERIFY.: REINFORCING: SUCCESSFUL COMPLETION OF SITE PREPARATFON EFFORTS, LOCATIONS FAILINGJTO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE-COMPAgAD AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL:.-.. BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE: 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 CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: A36, Fy = 36 ksi FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B, -I I Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM-53, GRADE B, TYPE E OR S, Fy = 35 ksi. TUBE AND PIPE 2,5001PSI REGULAR WEIGHT=FO'RFOOTINGS, AND SLAB-ON-GRADEJ COLUMNS SHALL BE'CONCRETE-FILLED IN THE SHOP. 3,000PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRAG,IE SLAB - S SHALL BE ASTM 07 BOLTS WITH DOUBLE -NUT LEVELING. ALL ANCHOR BOLTS AT THE COLUMN BASE H A3 C T OR EACH SEPARATE MIX PRIOR TO ACTOR SHALL SUBMIT PROPOSED MIX DESIGNS WITH HISTORICAL STRENGTH DATA F CONTRACTOR OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL CONCRETE PLACEMENT, CONCRETE SLUMP SHALL NOT EXCEED 5' +J PRIOR TO THE ADDITION OF PLASTICIZER. BE TIGHTENED. IN ACCORDANCE WITH THE TURN -OFF -THE -NUT. METHOD. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C-94 OR MEASURING, MIXING, TRANSPORTING, ETC. ALL ANCHOR. BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL, CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES IF FOR ANY REASON THERE IS DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90MINUTES, 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 COMPLIANCE WITH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS. A. 9" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): E FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER'. 1-1/2"FOR #5 AND SMALLER 2" FOR #6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER - 3/4" FOR SLABS, WALLS AND JOISTS 1-1/2" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION SIZE TYPE SPACING REMARKA APPLICATION SIZE TYPE SPACING REMARKS 6, q/G GARAGE DOOR BUCK 1/4^ DIA. TAPCON MASONRY 1 1/2"EMBED., 4" END DIST., 1.2 PT FURRING TO CASE HARDENED COIL MASONRY / CONC. NAIL 1 112" LONG TO MASONRY/CONC. NO WASHER FASTENER 6 O/C 1 12 EDGE DIST. 9' O/C WINDOW/DOOR/ FASTENED GARAGE DOOR BUCK SGD, AL. EXT DOORS CASE HARDENED COIL 119" PIA Wi 11 PT, SEE NOTE NAIL 112"LONG STAGGERED INTO MASONRYICONC. TO MASONRY/CONE, WASHER EXPANSION BOLT 24"O/C V EMBED., 4" END DIST 3" EDGE DIST 9" WINDOW/DOOR/TMASFASTNC. WINDOW BUCK CASE IL CONTACT THIS ENGINEER FOR SPACING 1zPTSEE NOTE 6 NAILIHARDENED 'LONG. NAIL71/2"LONG. E STAGGERED INTO MASONRY/GONG. A§QNRTRAPTQ MAfiNRYj6QNe: REQUIREMENTS 1/2"° EXPANSION 4" EMBED. VEND EXT. SWING. DOOR (2)316"DIA. 'TAPCON' 1&" OiC I1/2"Em@W 8pEND NON -BEARING WOOD BUCK 2x PT SEE NOTE 6 NO WASHER FASTNER. f11$T, + +iP" erJGE DIST. WALL TO GONG SLAB W/ WASHER BOLT 24: O/C DIST., X EDGE DIST. 2x PT WINDOW BUCK 0.1 98° PAF x 21/6 9' O/C 4' END. DIST., 1 1/2" PT TO STEEL COL., SEEWI WASHER STAGGERED EDGE DISL - NOTE 6 NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMINQ BUCKS SHALL 0E AS PER MANUFACTURER'S SPECS AND / OR NOA 3. 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 BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE , 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. lx MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. - 551 S. APOLLO BLVD., SUITE 202 MELBOURNE; FLORIDA32901 PH: 321-802-359.1 www.abdesigngroup.com AA #: 0003325 Ide U T: a CREEK SIDE PHASE 2 LOT #51 I PROJECT* 04321.200 f 051R1 MODEL: 4EAB "1672—ARIA" GARAGE SWING: Lrt, RIGHT c PAGE: DETAILS r M zMPH�P. 1 a g ARaCHrTECl k' STATE OF FLORIDA OCT 3 p 2019 n.Tm�.�;Avat^xr�'-Mva-ro mas a*aa�rs�ar.�. 10/24/19 ' /F ,ALTE: �) cALE:1/4"=1'-0° S p1 a SHEET w .... _ 9ttitdfe Design Product Design FL # or Miami -Dade REVISIONDATEIRATION Product.... Model # manufacturer Glass Description ' Method of Attachment Pressure pressure Pressure AFLORIDA PPROVAL REVISION 1/4" concrete screw 6" edge distance @ head, 4" edge distance @ jamb, 4" each side of transom centertine to blacking, fastener sparing @ 15" a/c max. @ head and jamb. r FL5891.2 R6 12/31/2021 Swing door Smooth Star Therma-Tru N/A Min. embedment of all anchors to be 11/4". {+36) J {-47) (+67) f (-67) t..._.. .. :.-. __ - -._-.. ... ''. ._..-- -- — .ram_..._.:..... �_ .. -----�„ .e. .u. .-.- ... ..... .... _.......... ... ... a:.--.._...._........oY... -, .�..-.-s r:.u'�.+-.u. +- ......... ......:.--..- y..-wu..^: , ...,.. .--_. ..._�..._..........._....-.--..._..._-._....._.."[_..`-.. .. ...�. ..a.. .....tee .. " "-'LLto tatracon anchor; a max: from comers, 113J4 -ofc at jamb, ( > - ...-..._. .-- .. 16 @head IXembedment. type it. 3j16" or 1/4`" ITW concrete tapcon anchor. 6", t max, from corners, 71/4" o/c at jamb, 101/4" @ head. 1 1/4" embedment 1wtt additional tapcons midspan and one at lower frame required vertically eaach,%ide FL16103. L R12 4/30/2020 SH Window Ply Gem 1500 ply rem Non Impact instali per manufacturers recommended requirements. (+38) f {-48} (+SD) J{-SD) r-. Type 1: 3/16" or 1/4" £LCO Ultracon anchor ° max. from corners, 14`" o/c at jamb, x0" ( head- 11/4" /4" embedment, Type, 11; 3110'-or 1/4" ITW concrete Lannon anchorel-- - max,r from comers, g yr % at jam, 6' @ bead. 11/4" embedment. Eight .,.: additional tapcons top and bottom required fioritontally, one rot (span -vertically each FL16100.1 R6 6/30/2020 Vertical Mullion Ply Gem 1500 Ply Gem Non Impact side. Install per manufacturers recommended requirements- N/A fit/k Type 1: 3/16" or 1f4" ELCO Ultracon anchor 6" max, from corners, 14 ojc at jamb,l6" @ head/ sill. 11/4" embedment. Type 11: 3/16" or 114" ITW concrete! anchor. 6" max, from corners, 81J2"o/c at jamb, 101/2" @ head / sill, 1 1/4" embedment tEpj Five additional tapcons top and bottom required horitontally,two midspan vertically FL16104.2 85 11/3012022 Fixed Window Ply Gem 1500 Ply Gem Non Impact each side. install per manufacturers recommended requirements. (*38) / (-48) (+55l j 05l 1/4" concrete tapcon anchor. 2 112" minimum edge distance. 6" max oft from corners and 20 3/4" max o/c elsewhere top, vertically and bottom. 2 1/2" min embedment, FL14b34.1 R3 12f31f2019 Sliding Glass Door Builders Series 4780 wf Ply Gem Non Impact (+33) f (-41) (+SO) f (-50) .Sill Riser 1/4" concrete screw 6" edge distance @ head, 4" edge distance @ jamb, 4" each side of transom centerline to bucking. Fastener spacing @ 15" o/c max. @ head and jamb, FL20461.17 R4 12/31/2019 Opaque single Smooth Star Therma-Tru N/A Min. embedment of all anchors to be 11/4" (+36) f (-47) (+47) f (-47) door with transom t- 3/8" x 2.3/4" Hiiti sleeve anchors 6" from ends 22" O/C FL16107.3 Rio - 12131/2020 Double Garage 16.2x7 73 W6 Ciopay N/A ! (+29 )/(-35) (+36)1 (-42) Door Use galvanized (zinc coated) roofing nails,11 or 12 gauge, with at least 3/8" dia. heads, tong enough to penetrate through plywood or 3/4" into boards, Use 4 nails per y _ shingle placed 6-1/8" above the butt edge, approx. 1" and 13" from each end and 1/2" FL7#J06,'1 Rio 12/31/2020 Roof IKO Cambridge N/A above each cutout. Drive nails straight so that nail head is flush with, but not cutting (+36) f (-47) N/A into shingle surface. Miarni-Dade approved corrosion r€sistant tin caps and 12 ga. 1-1/4" annular ring R4, 12/31/2020 Rhino U-20 Irderweb. N/A shank nails spaced Ellatall laps and three staggard rows fastened 12"' O.C, in the " N/A FL1521€s.1 (RS) (PENDING APPROVAL) Underlayment field. i __._----------------- .......... .... ..___............ ..__ ......— position Vent Flange beneath loosened shingles aligned w/ deck opening. Apply ASTM D 4566 or A5TM D 3409, Type I roofing cement/mastic to the underside of the vent flange at both the inside and outside perimeter and to continuously surround and seal the flange.. Slide the top and side flanges of the vent underneath the shingles and allow the bottom flange to he on top of the shingles. Attach the vent with galvanized or stainless steel roofing nails having a min 12 go shank, min 3/8" diameter head and sufficient length to penetrate through the sheathing (ring shank nails shall be used in the HVHZ). Nails shall be located 1" from the edge of the flange and 8"O.C. along all FL16918.3 R2 9/9/2026 Off Ridge Vent OFF -RIDGE VENT WITH TAMCO N/A four sides of the vent, All exposed fasteners shall be sealed with roofing N/A N/A BAFFLE cement/mastic. all loosened shingles shall be adheared down with roof i cement/rnasbc. Refer to and follow ALE Manufacturers installation instructions. AOR is not responsible for Errors, Omssions or interpritations of this installation Method, ; I Apply Roofing Sealant on all seams irWde the Roof Collar. Apply Roofing Sealant I along all (4) sides of the bottom of the Vent Flashing: install in location under shingles to roof deck. Fasten Base Hang to Decking using 11/4" Ring Shank Nails, Fasten Base Flange w/(1) nail ea comer @1" from edge. Fasten each Side of Base Flange using (3) naltes spacednominal S" apart and 1" from edge Fasten Top and Bottom using (3) nails spaced a nominal 5" apart and 1" from edge for a total of 22 Ft3792 R11 8f16f2021 Roof Vent 770-D Lomanaco N/A nails. Seal all seams and nail hoods, and loose shingles. Refer to and follow / ALL N A N/A (alternate) Manufacturers 1nsta1lr3ti€tn Instructions, AOR is not responsible for Errors, t3msslans or Interpritations of this Installation Method. AOR is not responsible for Er.ors, Omssions or misinterpretations of this Installation Method. FL24161,1 NONE 12f31/2020 Soffit Vanform Soffits PlyGem ' N/A 1L24161, €! t (+31.6) / (•38;q) (t77.0)/(•73.6} - 1/4" x 20 stainless steel or ELCO Panelmate with minimum embedment @ 1311411 in I Hurricane Panels Hurricane Storm concrete /.masonry, 2 1/2" min. edge distance, 12" ofc max, spacing, Can be headed Fi16243.1 R2 12/31/2019 Less than 6' span 24 GAGE panel MFG. N/A screw or all thread but with tiring nuts. N/A + ar- 20 p.s.f. .............. _....... ._.._._ .__.._._.._:..._...__. _._, _. .___ „ i_ 1f4" x 20 stainless steal or fLCO Paneimate with minimum embedment @ 13f4 n Hurricane Panels Hurricane Storm concrete j masonry, 2 1/2'" min, edge distance, 12" o/c max. spacing: Can he headed FL16293.1 R2 12/31/2019 6 span or more 24 GAGE pa nil MFG. NIA. screw or all thread but with wing nuts. � N/A `+or - 20 p.s.f, Install per manufacturers recommended requirements. I FL1714'7,1 R3 6/27 2019 f Zip System s g Wall _i eatr:in Huber N/ A N/A N/A Sheathing 551 &. APOLLO BLVD,, r--, SUITE 202a, MIELBOURNE, FLORIDA 32901 Pit 321802.3,",l www.abdeslgngr04l "M AA #. 0003 .. 0 t; lU w n 5r � lid I 111 ft A #y i k i :i3d'Aaktb`:�'zPh'�v,R�m• ±5y,," , :,a:�"3. .. '�`� ui-SDIv 84 COUNT 7 M AS E F 1' PROJECT# MODEU- -11 N CA LE IGARAGIC S'9)1 (I'dG': r. Ny H� y r ��{ y ��� EX7P C ARCHITECT: STATE OF FLORIDA OCT 3 0 2019 I MICHAEL 0. ANDER80N AR NO 17305 PRINT 07/`1fi,! 1 I1ATE: SCALE: l f/4"= C •-0;: SHEET i P:Oh TR 0L DATE 1 6 n i�