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2bO5 AY I\\\ n 0 )� Z'I k BAY F 32907 N 77e0 - 1 733- °=- Fax: (321) 733-797 STATE OF FLORIDA DESIGN CRD ERIA: CERTIFIED BUILDING CONTRACTOR: . jLOFDA BUILDING CODE, R�91DENTML, #TH EDITION (2017) .ALL LOCAL AND STATE CODES DR HORTON HOMES I@PCUPANCY - ESIDENTIAL, GROUP R3 1430 CULVER DRIVE NE .@pNSTRUCTION TYPE - VB fN. INTERIOR FINISH - CLASS B PALM BAY, FL 32907 ,BASIC WIND SPEED - Vult=160 MPH TEL: (321) 733-7092 Vasa=124 MPH FAX: 321 733-7972 • •1-STORY RESIDENCE = c •2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES • 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 TN 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. SQ.FT. CALC.'S 1ST FLR. LIVING 1104 SQ. FT. 2ND FLR LIVING 1501 SQ. FT. TOTAL LIVING 2605 SQ. FT. GARAGE 431 SQ. FT. PORCH III SQ. FT. COVERED LANAI 80 SQ. FT_ TOTAL 3233 SQ. FT. A/C VOLUME 224032 GU. FT. ABBRE ABVT ABOVE A/C AIR CONDITIONING. ADJ. ADJUSTABLE. " ALTERNATE AMP AMPERAGE - BD BOARD .�B. CA13TM;T CLG (T:ILING CLR CLEAR <;ONC. CONCRETE CPT.CARPET C.t. CERAMIC TILE U DRYER DOUBLE r G DUAL GLA7ETa DTA DIAMETER DIM DIMENSION DISP DISPOSAL DP. DEEP = DR DOOR D.S. DOWNSPOUT 1)TL DETAIL D W DISHWASHER EA. EACH: ELEV. ELEVATION EQ. EQUAL EXH. EXHAUST EXT. EXTERIOR E G /FX FIXED GLASS F G FUEL GAS FIN FINISH PLR FLOOR FLITOR FLUORESCENT FR. DR FRENCH DOOR FTG FOOTING GA. GAUiE. GAR. DISP. GARBAGE. DISPOSAL G.F.I. OROUND FAULT CIRCU INTERRUPTER GL. GLASS GYP. BD. GYPSUM BOARD H.B. HOSE BIB H-C. HOLLOW CORE HDR. HEADER HGT. OR HT HEIGHT INSUL. INSULATION INT. INTERIOR VIATIONS REVISIONS LAV. LAVATORY LUM. LUMINOUS M.C. MEDICINE CABINET MFR. MANIIFACTIIRER MrN. NTTNIMUM M.T. METALTHRESHOLD MTH. MO AjED N.T.S. NOT TO SCALE O.C. ON CENTER PL . PROPERTY LINE P.B.. PUSH BUTTON PH. PHONE PL. PI ATE? PLYWD. PLYWOOD PR. PAIR P.T. PRESSURE TRFATED IRtAD. RADIUS R.A.G. RETURN AIR GRILL _REF. REFRIGERATOR. RM. ROOM . R.O. ROUGH OPFNTN0 S.C. SOLTDCORF,F,XTDR S.D- SMOKEbtTECTOR S.H. SINGLE. HUNG SHT. SHEET SHTHG. SSHEATHING06/21/113 SM. SIMILAR SHOWER SLM. SI,. SLIDING ST_ GT. SLIDING GLASS STD STANDARD SWS SHEAR WALL SECTION TEMP. TEMP[iR P,D GLASS THK. THICK T.O.C. TOP OF CURB IT T.O.P. TOPOPPLATE T.O.S. TOP OF SLAB TYP. TYPICAL U.N.O. UNLESS NOTED OTHER W ISF. V.P. VAPOR. PROOF W. WASHER W/ WITH WD. WOOD: WDW. WINDOW W/H WATER HEATER W.I. WROUGHT IRON DATE DESCRIPTION 06/I13111 2-STORY CMU CONVERSION APPLIED COMMENTS FR01'9 M. SEAY ISSUED ADDED 41_EV. 'X 4 'K' UJ MARK BOWES WITH SIDING PER 50 SET RE -ISSUED FOOTING REVISIONS PER M. 50WES ADDED VALLEY FRAMINGDETAIL, UPIA 7 D 150 LLARD DETAIL DETAIL-. 'ADDING BAR TO BOND 5EAH1 ADDED TO 612A PLAN MAINTENANCE 12/151i 01113/8 02/20/18 04/I1/18 - 08/IVIS 01/26/15 02/26A9 03/29/19 REVISED LNTEL SIZE AT FRONT ENTRY DOOR 04/25A9 ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL 13ATSON 04125A9 REVISED HVAC VOLUMES ON SQFT GALC SCHEDULE 04/26AS UPDATED LEDGER BOLT SIZE E SPACING mA9M3 REVISED I -JOIST LAYOUT ADDED LED LIGHTS TO KITCHEN t BATHROOMS PER MARK 80WES _ 013A3/19 LEDGER BOLT SPACING REVISED ---- _ --- ------ — — - - INDEX OF ARCHITECTURAL SHEET PG CS —COVER SHEET PG GN—GENERAL NOTES PG Al -FIRST FLOOR PLAN PG AlA-FLOOR PLAN SECTIONS/DETAILS PG A2—SECOND FLOOR PLAN PG A3H—FRONT & REAR E19'KATIONS "H" PR A4�I—LEFT & RIGHT ELEVATIONS "H" PG El —FIRST FLOOR ELECTRICAL PLAN PG E2—SECOND FLOOR ELECTRICAL PLAN PG P1-PLUMBING PLAN PG Ml—FIRST FLOOR HVAC PLAN PG M2—SECOND FLOOR HVAC PLAN PG Di —DETAILS PG D2-DETAILS PG D3—DETAILS PG WAl—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA6—WALL ASSEMBLY DETAILS LFc� 8 4 20Zj L Ucie County. PartBRglpjj DRAWINGS # DESCRIPTION STRUCTURAL SHEET'' # PG Sl-FOUNDATION PLAN PG SIAA-DETAILS PG S1.2-FIRST FLOOR DOWEL PLAN PG S1.2A-DETAILS' PG S2-FIRST LIFT BEAM PLAN AND NOTES PG S2.1A-DETAILS PG S3-FIRST FLOOR FRAMING PLAN PG S3.1A-DETAILS PG S3.1B-DETAILS PG S3.1C-DETAILS PG S4-SECOND FLOOR DECK PLAN PG S4.2-SECOND FLOOR DOWEL PLAN PG S5-SECOND 'LIFT BEAM PLAN AND NOTES PG S6-ROOF FRAMING PLAN PG SNl-DETAILS PG PA1-PRODUCT APPROVALS CODE COMPLIANCE ST. LUCIE COUNTY BOCC DESCRIPTION FILE COI` 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-802-3591 www.abdesigngroUP.COM AA #: 0003325 ., � Fti I QN i s y o i 4 r� F 3 A CE 9� is a� .O h rS'MRDIV. 8e T,T: 1 CREEKSIDE LOT #53 i, PROJECT# 1 04321.200 053R1 MODEL• 4EHB "2605—HAYDEN" GARAGE SWING: RIGHT PAGE: COVER SHEET 160 MPH EXP. Cor ARCHITECT - STATE OF FLORIDA MICHAEL C. ANDERSON AR NO 17205 17DPRINT T' x DA 10/14/19 AA 1 SCALE: 1/4 = 1'-0 814MET c s GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIESARE FOUND. 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. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK: 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 1N ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED, 7, DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS i vnnnv� uvvn A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB GORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOOM 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING -THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO, 26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR dTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2 -INCH GYPSUM BOARD APPLIED TO TH ARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE - SEPARATED FROM "ALC 1 ABTTABLE'FF6�N1S ABO" OT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE _SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN''/rINCH GYPSUM BOARD OR EQUIVALENT, slri J.2 l SITE WORK TIMBER 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT), 1, ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) SITE IMPROVEMENTS, S1TE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL B. NATIONAL FOREST PRODUCTS ASSOCIATION: DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL I, NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION FINISH GRADES, PLANTING AND IRRIGATION, C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE D. TRUSS PLATE INSTITUTE: ARCHITECT: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN'/z THE HORIZONTAL I. ENGINEERED WOOD CONSTRUCTION GUIDE DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8„ LAYERS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE E TREATED. AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS, SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. ' 4, NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 7. DO NOT BACKF ILL 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. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8FT SQ. 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. . PLUMBING 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL, REQUIREMENTS. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 10. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY 3. CONDENSATION LINES SHALL BE MINIMUM PVC (SCHEDULE 40), INSULATED WITH 1/2" AMAFLEX. WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISTICTION, INCLUDING ALLAPPLICABLE STATE, ClTYAND 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. COUNTY BUILDING AND ZONING CODES. IF CONSTRUCTED IN A FLOOD ZONE, SOIL CONDITIONS MUST BE MODIFIED 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE, TO PLACE THE FINISHED FLOOR ELEVATION MIN 1'-0" ABOVE THE BFE, PER FLORIDA BUILDING CODE. 6 NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 2 7 SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903, DRAWING. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION EXTERIOR WALL COVERINGS LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2 2O A MODIFIED S BYTABLE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT "THE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF EXTERIOR FINISHES AGRICULTURE AND CONSUMER SERVICES." 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, X" THICK, OVER FRAMED WALLS APPLIED OVER CAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2"THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063-12a. 3. LATH & ACCESORIES PER AST M-C-1063-11A & R703.7.1. ALL -STUCCO APPLICATION DETAILS; INCLUDING BUT -NOT LIMITED'TO: ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS "L" FLASHING HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION DETAILS "' VENT PENETRATION DETAILS WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS CASING BEAD DETAILS DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -15A 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. R302T EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR 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) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S/CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION, Fil.r'^pv 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORI'DA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 8 7BDI�' KSID m"t; �I CREE'� to LOT #53 Y{ PROJECT# 04321.200 053R1 MODEL 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: GENERALa' NOTES 160 MPH EXP. C4- ARCHITECT= STATE OF FLORIDA MICHAEL C. ANDERSON AR NO 17305 A-n... + :DATE: 101419 / / SCALE: 1 /4"=1' - O" SHEET G N c1- GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER FLOOD AIR MEAN SNOW LOAD DESIGN CATAGORYr DESIGN TEMP` UNDERTLAYMENT REQUIRED" HAZARDS a FREEZING INDEX ANUAL TEMP.' SPEED (MPH) TOPOGRAPHIC EFFECTS`` WEATHERING° FROSt LINE DEPTI-Ib tERMITE NA 160 C NA NEGLIGABLE NA VERY HEAVY 42 NA SEE SURVEY NA NA FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION FBC R302.9.1 THROUGH FBC R302.9.4 -10" 10'-0" FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH SECTION FBC R302.10.1 THROUGH FBC R302.10B -4 71-4' 4 C COVERED LANAI V-8' CLG. I I c0 101-0" I1'-8° I I p 0 6068 Six.D. I HB. ® (2) C G ' L ------- � I 1 27'-4" DOUBLE TOP PLATE 6P4032' O.C. MAX BT FLOOR STUDS TO 2ND MOOR STUDS 6IMPSON META-36 ° 32' OTC. MAX 2x CONrNOUS STRESS BLOCKNG MID WALL 2x 67=6 • 16' O.C. MAX U.ox T GLUBP AMaclwm RASAPER FAs"R 6CNEDULE PRE-va FLOOR TRU66 DOUBLE TOP PLATE TUDS 16' Or —MAX, 2x 7x CONTNOIIb STRESS SECURE BT. PLATE TO STUD UV BLOOKRY° MID WALL 6MIP60N 9P4'32' OL. MAX 6E0WIZE BT. ?LATE TO SLAB UV }'x9' ANCHOI4 BOLT UV 2' WAsi.M T' EMPIED MN. • 32' wmalla T OF rmaARA3E Oc. r1Ax, EP'O�" �+DT REQUUiED FOF' EXPANSION VARIES UM ELOPE BOLTS w &'MiON SP4 e' Qw 32' O.G MAX �e — • � 4' CONC. REINFORCED UV 6'X6' WIA)GUL4 UUF OR FIBERPIOW ON 6-MIL VAPOR RETARDER ON LLELL-=1 PACIM CLEA i FLL. TERMITE TREATMENT TO BE 4• 1.-m• 4. 4• BOR.A-CARE APPLIED AT flaiL'IIYa. (2) M ROAR ON CFIAIRS 1'-e' A 2 STORY INT. WALL AT GARAGE SCALE: In•.I'-0 gay, $Nl V :• DINING ROOM B'-S' CLG. I 1'-2" I 1 II 0 z e I 10 N e Vic KITCHEN :3 I 8'-8' CLG. 0 ` I I IIL/ I - 0 I 2868 � -� S -c 2 -8 N 8 -0 l 41-0 REF I 3-SH 39'-8" LIVING ROOM 2-l'-10" ro N 15'-4" �ii�llllml 001or M� M B II I III FLEX c Ill" FOYER 8'-6' CLG. III a'-s' CLG. II 3068 III \MT 2N 3'-4 GARAGE 8'-a' CLG, 3052 ® FI^sRl 12 BEDROOM #2 (2) 2068 I g S1� 6 101 ORCH e 8'-8' CLG. -1 16'-O' X 1'-0' O.H. --------------------'° n -4" ------------- 10'-011 _4 5 4 _41 20'-4" I0'-0' 2'-8" kin. MASONRY / FRAME WALL LEGEND T a'-8' BLOCK WALL UN.O ON PLANS BRG. HGT. VARIES I I 8' BLOCK WALL UN.O ON PLANS IS'-8' BRG. C�—� INTERIOR LOAD BRIG. WALL U.N.O. ON PLANS 4' INTERIOR NON LOAD BRG. WALL U.N.O. ON PLANS -ALL INTERIOR DOORS TO BE 6'-8' -ALL EXTERIOR DOORS TO BE 6'-8' UNLESS NOTED OTHERWISE fin\ SQ.FT. CALC. S IST FLR. LIVING 2ND FLR LIVING 1104 1501 SQ. FT. SQ. FT. TOTAL LIVING GARAGE PORCH COVERED LANAI 2605 43-1 Ill 80 SQ. FT. 5Q. FT, 50. FT. SQ. FT. TOTAL 3233 SQ. FT. a/C VOLUME 22403.2 CU. FT. COI+POMW AND CLAMM WIND LOADS RM W1D BMW FOR 3 SECOND GIU9M OPBPI03 AND TYPE 80UAFE FOOTAGE ZONE 1W MPH WIND (VW FEMAWCS MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING 21 5 32/-42 DR MIN. CRITERIA SLs.D. MIN. l2 5 30/-31 CRITERIA 8010 O.H.D. 56 5 32.5/-38.0 I6010 O.H.D. 112 5 30.13/-34.4 SOFFIT N/A 5 31b/-38.8 ROOF TILE N/A 3 -6829/ -58.29 IF APPLICABLE BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = f 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 15'-9" PRESSURES HAVE BEEN :MODIFIED PER FBCR 6TH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. COWROL pp 03J40hg FIRST FLOOR PLAN SCALE: 1/4' = I'-0' NOTE:2 -STORY GYPSUM BOARD OPENINGS BETWEEN THE GARAGE 4 RESIDENCE SHALL BE EQUIPPED WITH SOLI? WOO? DOOR NOT LESS THAN 13/y' (35mm) IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN I%'(35mm) THICK, OR 20-MINUTE FIRE -RATED DOORS THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE 4 ITS ATTIC AREA BY NOT LESS THAN 11/2'(12.lmm) GYPSUM BOARD APPLIED t0 THE GARAGE SIDE- GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN %'(15.9mm) TYPE X GYPSUM BOARD OR EQUIVALENT UNDER STAIR PROTECTION: ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 INCH GYPSUM BOARDS. FBCR 2011 (6TH ED.) 302.1 -FRAMED WALL SEPARATION BETWEEN THE UNCONDITIONED GARAGE AND CONDITIONED SPACED SHALL HAVE AN INSULATION R VALUE OF R-13. -CEILING R VALUE TO BE R-30 INSULATION ABOVE CONDITIONED SPACE. -FOR CONSISTENCY, THE VOLUME CALCULATIONS ON PLANS ARE > PROVIDED BY THE HVAC CONTRACTOR AND ARE OF THEIR CLOSEST ALLOWABLE SOFTWARE TOLERANCES. -OPENING INFORMATION BELOW 15 DIRECTLY FROM THE PLAN SET. \ U-VALUE AND SHCG ARE INFORMATION PROVIDED BY THE / MANUFACTURER AS LISTED IN THE RESPECTIVE PRODUCT SPECIFICATIONS -INSULATION IN SPACE ABOVE GARAGE CEILING 4 BENEATH HABITABLE SPACE ABOVE SHALL HAVE AN INSULATION R-VALUE OF R30. 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 w lull U w 0 ti � o Q LL W EN, qc E-4 Qti SUHDIV. 8c LOT: CREEKSIDE LOT #53 PROJECT# 04321.200 053R1 MODEL: 4EHB "2605— HAYDEN)) GARAGE SWING: RIGHT PAGE: FIRST FLOOR PLAN 60 MPH EXP. C ARCHITECT' STATE OF FLORIDA MAR 13 2029 MICHAEL C. ANDERSON AR NO 17305 NAT INT 10 14 19 PRINT E: 1 /4"= V— 0" Cad SEN'T AND CLA PR5S iE ZMES SHEET Al 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W U W �o F 0. U h [E44 ilo sUBDIV. & LOT: CREEKSIDE LOT #53 PROJECT# 04321.200 053R1 MoDEL: 4EHB "2605- HAYDEN" GARAGE SWING: RIGHT PAGE: FLOOR PLAN SECTIONS / DETAILS 60 MPH EXP. C ARCHrrECT. STATE OF FLORIDA )WW.--/ Of 17 2019 MICHAEL C. ANDER 0JN AR NO fl305 PRINT DATE: 10 14 19 SCALE: 1/4"=1' - 0" �44OL4 AI A 12'-0' 2'-4' II'-4" 2'_4' 51-8' 17'-4" 14'-0' 3052-SH 0 ® EGRE88 (2) 3052-SH Cl - 1-Wm IP I� I 0 3052 -SH EGRE86 BEDROOM #4 ■ 1 �1■■■■■■■■MENNEN © �o . " �--� ° O � I�=�■■■■■■■`III S'-S' CLr.I ATTIC I I `� W.G. 41� 1R-ISH 3-SH C v— 3 4° OWNER'S SUITE 2' 4n I S'-v CLC. 4 -4 IC n vI° i6 6 'Y G 14'-0' OWNER'S BEDROOM #3 m BATH _ 64, CL& ® g-8 C-& w I 0 17 361x60l r 8 I lY W/ ENCL , � I �rlEGRESS I N e © ; W,I.C. a v C I I�'2040-SH n 052-SH B052-SH LINE OF 18t TAMP 8 ECsRESS 0 EGcRE88 m FLOOR BELOW -1—0. 1_0n 13'-4n 2'-4" 2'-4' V'-0" IS -0° 21'_8n 39' 8n SECOND FLOOR PLAN SCALE: 1/4 = I'-0' FILE COPY` 551 S. APOLLO BLVD.,' SUITE 202 MELBOURNE, FLORIDA32901 ` PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 h W W U W Q W a w- 0 i pd 4q e:d SUBrNV. ]LOT- CREEKSIDE L LOT #53 �i20JECT# 04321.200/053RI k. MODEL. 4EHI3 "2605-HAYDEN" QA,RAGE SWING: RIGHT PAGE: SECOND FLOOR PLAN <t160 MPH EXP. ARCHITECT - STATE OF FLORIDA 6' PM1AR 13 2020., PoPou�fp -A/�c�, ♦��_1��-°p�w,� a1 kYalCHAEL C. ANDERSON A I NO 17305 PHINT 10 14 19 DATE: SCALE: 1/411=1'-0" SHEET I k //—/A—�� E� L ,L 2 SHINGLE �26'-8" BLDG. HGT. ROOF - --- — - — - — - — FYPON 16'X48" DECORATIVE _ 12 SHUTTER OR ------ -5 EQUIVALENT IS'-&" 2ND FLR. _ _ -� - - - ._! _ _ �1S'-8" 2ND FLR. BRG. HGT: SF2G. HGT. FYPON H r 1 0' BKTIIXIi I OR m EQUIVALENT I I I v BAND BANN 6' RAISED I I fo' RAISED BAND CTYPJ I I -; 12 BAND i 10'-0 3/4' I I "' 4� -- — —' N N 10'-0 3/4" _ i - - -— ---�- --- - ----- ---- 2ND FIN. FLR. I 2ND FIN. FLR. 8'-8" SRG. HGT.h_- - - 8'-8° GLG. HGT. ENTRY ---------- - - OPT. COACH I 4' RAISED TYP. I BAND (TYP.) I s' RAISED I I BAND (TYP.) I I 0'-0" FIN. FLR.s I I I I I I I I I El I I I 10'-0 3/4" 2ND FOR ._— �12 ----------- ----- `'I a'-8^ GLG. HGT.� I I -- - — - — — A3 ■TYP. I I I I - ling FRONT (ELEVATION SCALE: 1/4 = 1'-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR R-103.4 OFF RIDGE VENT I I I I I I 4B I I A I I I TYP. I I ry 0'-0" FIN. FLR._ --� ---- ------------------ RJAB ��L1EVATILON SCALE: 1/4 = I'-0' TEXTURED FINISH 4 L IGHT 0 0 oO'-O" FIN. FLR. --- CI6'-8" 2ND FLR. GT. -0" BRG. H r H ol0'-0 3/4" 2ND FLR. FIN. FLR./5RG. HGT. - _o8'-8" GLG. HGT. _00'-0 FIN. FLR. MODEL 2605+HAYDEN-4EHB (2-Story) AREA OF ATTIC = 1541 SQ. FT. NET FREE VENTILATION AREA REQUIRED 1/ 300 REQUIRED VENTILATION AREA = 1541/300 - 5.14 SQ. FT. 5.14 _ 739.68 SQ. IN. MIN. REQUIRED VENTILATION = .4X 739.68 IN UPPER PORTION OF ATTIC = 295.872 SQ. IN. (BALANCE TO BE PROVIDED IN SOFFITVENTS) OFF RIDGE VENTILATION AREA = 138 SQ. IN. PER VENT (net free area) TOTAL# OF VENTS REQUIRED = 2.14 TOTAL# OF VENTS PROVIDED = 3 SOFFIT VENTILATION AREA 7 SQ. IN. PER LINEAR FT (netfree area) LINEAR FEET OF SOFFIT REQUIRI 42.27 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8e LrO T'° , I; CREEKSIDE LOT #53 PROJECT# rM 4321.200 053R1 ODEL: 4EHB 2605-HAYDEN" ARAGE SWING: RIGHT PAGE: FRONT & REAR ELEVATION "H" 160 MPH EXP. C ARCHITECT-. STATE OF FLORIDA OCT 17 2019 MICHAEL C. ANDERSON AR NO T7305 PRINT SATE 10 14 19 Su 1/4"=1�( FILE COPYJ f SHEET ASH 551 S. APOLLO BLVD., SUITE 202 AELBOURNE, FLORIDA32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W U W O F ti V U3 W 4 F A it SVSDIV. 8e LOT: CREEKSIDE LOT #53 PROJECT# 04321.200 053R1 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: RIGHT & LEFT ELEVATION "H" 60 MPH EXP. C ARCHrrECT.. STATE OF FLORIDA PAI� OCT 17 2019 MICHAEL C. ANDERSON AR NO 17305 PRINT 10 14 19 DATE: / / SCALE: 1 /4"=1' - O' 81IEET A4 H v ELECTRICAL LEGEND 8Yh98OL DEFINITION ' NOTES " 175V OUTLET 20 AMP SINGLE POLE IIOV OUTLET IIlVV OUTLET 12 OF OUTLET WIRED TO SWITCH GFI IIOV OUTLET EQUIPED WKsRNO FAUL INTERIPTER (TAMPER RESISTANT TYPE) 220V OUTLET (4) WIRE CONNECTION 1 WP EM. WATERPROOF GROUND FAULT GFI CUTLET INTERRUPTER SWITCH SWITCH 3-WAY OPER �) SWITCH 4-WAY OPER WALL MOUNTED LIGHT "1 CEILING LIC314T " LED CLG LIGHT AF O VP VAPOR PROOF LIGHT ORECESSED CAN WALL SCONCE PRE -WIRED f \ VENT. FAN 1 CFM PER Sa Ft. i 'Q VENT. FAN W/LIGHT 1 CFM PER SO. FT. _- - VANITY LIGHT FIXTURE (OPEC's TBD BY BUILDER) 41X21 FLUORESCENT LIGHT 2-BULB WRAP AROUND (RECESSED) 4'X21 FLUORESCENT 2-BULB WRAP ® LIGHT ARol1ND (SURFACE MNT.) �s.. 2' FLUORESCENT 4' FLUORESCENT py 4' TRACK LIGHT a0 a PANEL METER SMOKE DETECTOR BATT. BACK-UP W/ HARDWIRE WALL MOUNTED BATT, BACK-UP $D. SMOKE DETECTOR W/ HARDWIRE ® S/CO CARBON MONOXIDE SMOKE DETECTOR CCMBO BATT. BACK-UP W/ HAFMIRE INTER -CONNECTED SHALL BE A DISTANCE i OF NOT LESS THEN 4' FROM WALL -(, PENDANT LIGHT NATURAL GAS�— (1/ OUTLET ,E. TELEPHONE JACK WATER HEATER SOURCE TO IGNITIONEVATEM DISCONNECT A/C AIR CONDITIONING DISCONNECT ETV] TELEVISION JACK CEILING BOX REQUIRED OJ-BOX TO BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION CEILING BOX REQUIRED TO BE SUPPORTED IN CEILING FANLIGHT ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION _ n n n•� 24' INCANDESCENT LIGHT STRIP nno 36' INCANDESCENT LIGHT STRIP nnnnnnnn a 46'INGANDESCENT LIGHT STRIP FLOOD LIGHT °, KP OPT. SECURITY KEYPAD y".,...,cm. • P8. PUSH-BUTTON FOR CHIMES ti use PORT • LOCATION OF TV JACKS it PHONE OUTLETS 4 FANS TO BE VERIFIED a HOMEOWNER PRE -CONSTRUCTION MEETING- • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF F5CR &TV 4 NECNEC210.1�2�14EDIT1�4 NEC 210/2 2�14EDITI� • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI a ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM NTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION M15013 FBCR 6TH EDITION (2011). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT-NTERRUPTER PROTECTION FOR PEROONNEL ON FEEDERS • WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR 6TH ED (2011). • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 6TH ED (2011) • ALL LAMPS SHALL BE SELECTED BY BUILDER AND 15% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER par ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2011. 61h EDITION R404.1 1 imp 1, LANAI_ CEILING: MTD. LIGHT TO BE INSTALLED, PROVIDE J-SOX FOR OPT. FAN OUTLET FOR VENT OR MICRO 0 DINING ROOM r"5BDRM.#2 u ABINET OUTLET / Q• -I OR DW TO 2ND FL. 0 ' ( GFI SWITCH S/ O BATHI #2 n 6,7 L I,. I II I II I GFI T�RI ;Ii I �� PAN. 1 GFI s 44' GFI to 44, B. FORWH ® Ar-r- A.Fr. GARAGE OPt. GFI S/CO I DOOR T F SAS R Q GOND.I CODE FLEX ' KEYLESS FIXTURE METER PRE -WIRED / FOYER GF1 % FIELD CLG FAN ( GARAGE < OC f DOOR PREWIRE L" L�j GARAGE GFI I IRRIGATION OUTLET s P FOR 48' APP.CHIMES \� .In PORCH �u 1 - - - - OPT. COACH LIGHT FIRST FLOOR ELECTRICAL PLAN SCALE: 1/4' = 1'-0' LED LIGHTING (.Ali SINGLt LAV. SATHa2 WP Panel MAIN - A PANEL: 8/16wpert. breaker VOLTAGE: 120/240V-1Ph MAIN:. 150Amp M,C.6 FEEDER: 341 Cu THWN & 146 Cu (G) in 1 12" C. OR 342/0'AL THWN & 146 Cu (G) in 1 12".C. Wire ,.Pole Bkr Description Watts Circuit Circuit I Watts'I Description Space Space Bkr Pole Wire #12 1 20 Exterior Receptacle GFI for TUG 1200 1 2 #12 2 20 Irrigation Pump 1000 3. 4 5 6 6240 A/C C.U.. 40 2 #8 Space 7 8 PANEL -A PAN E L: 42 crt. brea ke r VOLTAGE: 120/240V-1Ph MAIN: 150Amp M.L.O. FEEDER:3-#1CuTHWN &1-#6Cu(G)in112"C.OR3-#2/0ALTHWN &1-#6Cu(G)'in11/2 C. Wire Pole .Bkr Description Watts Circuit Circuit 2 4 Watts Description Bkr Pole Wire # 12 # 12 1 20 Small Appliance 1500 1 8000 Range 50 2 #6 1 20 Microwave / Hood GFI 1800 3. #12 1 20 Small Appliance 1500 5 6 4500 Water Heater 25 2 #10 # 12 1 20 Refrigerator 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 #12 #14 1 15 Foyer / Flex / Hall AFCI 900 13 1 14 5000 Dryer GFI 30 2 #10 #14 1 15 Lhing Rm, Lanai, Kitchen, Din. Lts AFCI 900 15 1 16 Space 17 18 1500 Washer GFI '1 #12 #14 1 15 SD & C/O AFCI 900 19 20 1000 Garage Door Opener GFI - 1 #12 #14 Space Bedroom #2 / Bathroom #2 AFCI 900 21 23 22 1200 1.Garage Lts & Receptacles GFI 1 #12 1 15 24 900 Owners Suite AFCI L20 1 #14 #14 1 15 Bedroom #3 AFCI 900 25 26 900 Owners Bathroom AFCI. 1 #14 #14 #12 1 15 Bedroom #4 / Opt. Bed #5/Opt Lott AFCI 900 1000 27 28 30 1200 2nd Floor Hall/STD 2nd PL Uv./ Laun. APCI Inigation controls only 1 #12 1 20 Exterior Lights and Recept GFI 29 1000 20 T #12 Space 31 32 Space Space 33. 34 Space Space 35 36 Space #8 Space 37 38 Space 2 35 A/CA.H.U. (Heater 5 KVA at 65%) 5525 39 40 Space - 41 42 Space - Load subject to demand factor calculations ! line 17600 27900 Load subject to demand factor calculations / line Demand Factor Calculations: ABBREVIATIONS: AFCI: ARC FAULT CIRCUIT INTERRUPTER NC: NON -COINCIDENT LOAD GFI: GROUND FAULT INTERRUPTER Total load subject to demand factor 45500 First 10000 watts at 100% 10000 Remaining watts at 49% 14200 Total A/C load 11765 ' LOAD CALCULATION IS BASED ON A(C NON -COINCIDENT LOAD Total Connected Load Watts 35965 7otalAmps(watts/240wits) 1459 150 AMP ELEGTRIGAL RISER NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR &tH EDITION (2011). LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS NOTED OTHERWISE. POWER COMPA TRANSFORMER PROVIDE 150 AMP, 120240 VOLT, I PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 M COPPER (OLD IN 1-12" DIA SCHEDULE 60 PVC CONDUIT OR PROVIDE 3 •210 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE 16 PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. PROVIDE 3.3/0 CU, THWN + INS CU IN 2' CONDUIT OR 3 •410 AL, THWN + INS CU IN 2' CONDUIT. (CONDUIT TO TERMINATE ASOvE SC3FFIT a ovFQueur. i 0 GOMBINATIgN SERVICE 150 AMP DISCONNECT SWITCH AND 120240 VOL ELECTRIC METER IN I MLOSE NEMA 3R ENCLOSURE PANEL 150A2P MOB TELEPHONE SERVICE CABLE TELEVISION ENTRANCE SERVICE ENTRANCE EQUIPMENT EQJIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 1 04 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBGR &tH EDITIONS7@L7L 5/B" DIA X S FT LONG COPPER CLAD GROUND ROD 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLOI IDA32901 PH: 321-8 0-3591p.co www.abdesign roum AA #: 000 325 �� ,may p .33 4 P�F ?-,,`„4?1`W. OG LOT I'9 CREEKSIDE LOT #53 PROJECT# 04321.200 053R1 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT P,.G'ffi FIRST FLOOR f= ELECTRICAL, PLAN 160 MPH EXP. (-,'k" ARCHrrECT. STATE OF FLORIDA -all OCT 1^7 2019 MICHAEL C. ANDERSON AR NO 17305 PRINTATE: 10 14 19 D CALE:1/4"=1'-0" SHEET EI I ■ ELECTRICAL LECaEND SYM50L DEFINITION NOTES -{-� 125V OUTLET 20 AMP SINGLE POLE 110V OUTLET 110V OUTLET IR OF OUTLET WIRED TO SWITCH 110V OUTLET EQUIPED W/GR4D PAUL GAR INTERU"R (TAMPER RESISTANT TYPE) 220V OUTLET (4) WIRE CONNECTION WATERPROOF T CAI OUTLET INTTEOR UF`TERUNP SWITCH SWITCH 34WAY OPER �P4 SWITCH 4-WAY OPER 1-0 WALL MOUNTED LIGHT CE IL ING L IGI-IT LED CLG LIGHT O vto VAPOR PROOF L IGHT ORECESSED CAN -� WALL SCONCE PRE -WIRED eVENT. FAN 1 cFm PER SQ. FT. VENT. FAN W/LIGHT I CPM PER sa FT. 1 IR/TTj\T VANITY LIGHT FIXTURE (SPEC'S TBD BY BUILDER) LEI FLUORESCENT LIGHT WRAF - AROUND AROUND (RECESSED) 4'X2' FLUORESCENT 2-5ULB WRAP LIGHT AROUND (SURFACE MINT.) 2' FLUORESCENT 4' FLUORESCENT 4' TRACK LIGHT 0 PANEL METER BAIT. B 0SMOKE S.D. DETECTOR w/ Har�IREIRE W WALL MOUNTED BATT, BACK-UP SD. SMOKE DETECTOR W/ HARDWIRE S/C.O CAR50N MONOXIDE SMOKE DETECTOR CCMISO BATT, BACK-UP W/ HARE INTER -CONNECTED SHALL BE A DISTANCE OF NOT LESS THEN 4' FROM WALL PENDANT LIGHT L� NATURAL GAS I TLET I1 . TELEPHONE JACK WATER HEATER IGNITION �EITI �J:�E T:- E-ELEYiELQ $EE ELEYAEL$E ELEVd� DISCONNECT M AIR CONDITIONING DISCONNECT TV TELEVISION JACK CEILING BOX REO.UIRED JO J-BOX TO BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION CEILING BOX REQUIRED TO BE SUPPORTEDTEP IN CEILING PAN/LIGHT ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION nnn•Q 24' INCANDESCENT LIGHT STRIP n n n n n n 36' INCANDESCENT LIGHT STRIP nnnnnnnn 0 4S'INGANDESGENT LIGHT STRIP FLOOD LIGHT OPT. SECURITY KP KEYPAD P8. PUSH-BUTTON FOR CHIMES �-4--► um PORT • LOCATION OF TV JACKS it PHONE OUTLETS < FANS TO BE VERIFIED ® HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL 1S A 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR 6TH EDITION (201-1) 4 NEC 210J2 2014 EDITION. • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GPI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF SO CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MI5013 FBCR 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 FBCR 6TH ED (2011). • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 6TH ED (2011). • ALL LAMPS SHALL BE SELECTED BY BUILDER AND 15% OF LIGHTING MST BE ENERGY EFFICIENT TYPE PER F5r ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2011. 6th EDITION R404.1 I BEDROOM #4 BEDROOM # 5 ULIVING S F'RE-WIRED 1 / PRE -WIRED CLG FAN CLG FAN S.D p L L LAUN. 1 � \ BATH W `F: , - - 4 ET FA/C —e'I ' Oic'T. Oft 1 L S/Co `\ � II ill i ❑ — WALL MOUNTED / 5�• �; iQ) LIGHT W/SWITCH IN I BEDROOM #3 - OWNER'S Attic (, BATH II U PRE -WIRED F CLG >� CLG FAN C 6-1 OWNER'S SUITE SECOND FLOOR ELECTRICAL PLAN SCALE: 1/4' = I'-0' -----------\\ 0 0 L I I 0 o L I I \------------- LED LIGHTING @ DOUBLE LAV. BATH 3 LED LIGHTING DOUBLE LAV. OWNER'S BATH FILE CO 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 0111111 IU34 W F U W 0 r A SlUBDIV. & LOT: CREEKSIDE LOT #53 PROJECT 04321.200 053R1 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: SECOND FLOOR ELECTRICAL PLAN 60 MPH EXP. C 00 ARCHITECT. STATE OF FLORIDA mvl/l� OCT 17 2019 MICHAEL C. ANDERSON AR NO V305 PRINT 10 14 19 DATE: SCALE: 1/4"=1' - 0" SHEET E2 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-802-3591 www. a bd esighgroup. corn AA #: 0003325 F W y W 113 2 F U i 4 d i F A i Ce � h h � l Coil?: Alr�i{u—:B )1111 1 8e LOT: f CREEKSIDE LOT #53 PROJECT# 04321.200 qL K.. MODEL: 4EHB 2605-HAYDE-N ,OARAGE S WINC : RIGHT PAGE: Cj PLUMBING PLANS !iR 'i6o MPH ,;+2-42!- ARCHrrECT- STATE OF FLORIDA oCT 17 204 MICHAEL C. ANDERSON AR NO T7305 PR'l ITT 10 14 19 DA0aE: / / SCALE: 1/4"=10-0" SHEET pI R-VALUE SCHEDULE FLOOR SLAB ON GRADE R-0 EXTERIOR WALLS CMU - INT INSUL R-4.1 FRAMED WD - ADJACENT R-13 FRAMED WD - EXTERIOR R-13 CEILING UNDER ATTIC R-30 El w w w 0 F 0. y U W N I q a F p, 1 A � e' F a G i v CREEKSIDL ki LOT #53 PROJECT# 04321.200 053R1 n MODEL• 4EHB "2605—HAYDEN�' GARAGE SWING: RIGHT PAGE: FIRST FLOOR HVAC PLAN 160 MPH EXP. C SCALE: SHEET i 0 UPSTAIRS BDRM. #4 LIVING BDRM. #5 10X6 � i5 CFM - I 12X�8 PASS THRU 3' 0 BATH AM GFM —` 8X4 45 GPM ill i 8X4 �I 5,11 45 CFM ICI h 4'.00FM _ - - — - lox& 5 CFM BDRM. #3 6' -0--)�10X6 10X6 20 CFM 20 CFM - 12X8 PASS 6' THRU 41 5 CFXM4 - - - - _ LAUN. — W.I. C 8X4 45 CFM 4 t 10X6 120 CFM —.r 10X6 5' -15 GFM 8X4. — 4 " 45 CFM 10X6 O 'm ft5 GFM , FOM OWNER'S I� SUITE iL 0. BATH 0 n� 3' 8X4 - J 45 CFM 12, 116 16 W.I. c SECOND FLOOR HVAC PLAN SCALE: 1/4 = V-0' HAYDEN EQUIPMENT SCHEDULE 4 TONS MFCs CARRIER C.U. 25H5C548A•030* A.H.U. FX4DN(Bp)049L HEAT 5 KW SEER 15 SEER TOTAL CAP 41500 ELECTRIC 208/230/1PH 5RKR G.U. 40 A.H.0 35 REF LINES 1/8" t 3/8" ,I k F W rn W U PQ O F 0. U �1 Q F A x SUBDIV. & LOT: CREEKSIDE LOT #53 PROJECT# 04321.200 053R1 MODEL: 4EHB "2605—HAYDEN" dARAQE SVfMG: RIGHT PACE: SECOND FLOOR HVAC PLAN 60 MPH EXP. C PRINT DATE: 10 14 19 SCALE: 1 /4"=1' - 0" SHEET M 2 .111 T1GI AT= PER FLR PLAN 1/2' GLG. 1/2' DRYWALL SECURE BT. PLATE TO SLAB W/ 106 MASONRY NAIL a 32' OjC. MAX IL FIN. FLR Y JSS 2X4 WOOD STUDS 624' 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 Iro" O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24" O.G. TYP. INT. WALL (NON—BRG. SCALE: 3/4' =1' -O' 5' DIA. SLEEVE, DO NOT CUT BOND SEAM - SOLID GROUT W/ (1)- «5 (2) COURSE DO NOT CUT THE BOND BEAM REEARS 2A PIPE THROUGH BOND BEAM D1 5CALE:3/4'=1'-O' i CNJLK AND SEAL LINE PVC SLEEVE FOR GAB LINE S' ahu - 1,2 GYP. ILL. BD. i� UJOOD BASE 2B GAS LINE THRU BLOCK D1 SCALE: I/J'•I'-® FIBE'iCsLASS SHINGLES --\ OVER 030 LT PAPER OR FIBERGLASS SHINGLES SYNTH IG PRODUCT, OVER 030 FELT PAPER INSTALLED R SECTION FIBERGLASS SHINGLES OR SYNTHETIC R905.1.1 O.S.B. OVER •30 FELT PAPER PRODUCT, INSTALLED SHEATHING O ' CDX OR SYNTHETIC PER SECTION R505.1.1 PLYWOOD SECURE ER PRODUCT, INSTALLED ON �' O.S.B. SHEATHING FASTENER SCHE E PER SECTION R905.1.1 OR ON �' O.S.B. SHEATHING 5/8' GYPSUM BOARD PERLYWOOp OR j' CDX PLYWOOD OR 1/2' HIGH FASTENER SCHEDULE SECURED PER STRENGTH CLG. FASTENER SCHEDULE BOARD REFERENCE MTL. DRIP EDGE , PER ELEVATION- STRUCTURAL 2x FASCIA PER -- ELEVATIONS PRE-ENG TRUSS 5EE ENERGY CODE FORMS FOR - PRE-ENG TRUSS INSULATION R-VALUES VENTED SOFFIT REFERENCE STRUCTURAL PRE-ENG. GABLE TRUSS MTL. DRIP EDGE PER ELEVATION MTL. DRIP EDGE - 2x FASCIA PER WEEP SCREED 2x FASCIA PER TYP ELEVATIONS o.H_ ELEVATIONS �R-41 2x P.T. SECURED PER INSULATION . VENTED SOFFIT VENTED SOFFIT STRUCTURAL DETAILS WINDOW ATTACHMENT ER P MANUFACTURES SPECIFICATIONS 5P REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS a 24' O.G. 1/2' THICK, 2 GOAT PORTLAND 8' GMU CEMENT ASTER 1/2' THICK, 2 COAT PORTLAND DIRECTLY TO MA50NRY1Ep 1/2' THICK, 2 COAT - CEMENT PLASTER APPLIED 1/2' GYP. WL. BD. PORTLAND CEMENT ONRY Y DIRECTLY t0 MASWOOD BASE PLASTER APPLIED j� DIRECTLY TO MASONRY 0'-0' FIN. FLR I' � 0'-0' FIN. FLR 0'-0" FIN. FLR 8' CMU WINDOW OPENING TYP. WALL SECTION �W/ B NO OPENING NOTE: PER SECTION 905.1.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 4.12, A 5 1— S TO RY HIP BLOCK WALL (2) LATER UNDERLAYMENT SYSTEM D1 SCALE: 3/4'=I'-O' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D22ro TYPE 11, ASTM D 4869 TYPE IV, OR ASTM D 675- / 1-01 TYP. o.H. 1/2' THICK, 2 COAT - PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY GALV. STEEL L_ TRACK BRACKETS FASTENED TO WOOD JAMB PER PRODUCT GALV. STEEL APPROVAL REQ. VERTICAL TRACK 1, BY MAUF. S FASTENED TO F TRACK BRACKETS W/ PRODUCT APPROVAL REQ. CORNER BEAD a, CMU SEE STRUCTURAL FOR RE [WORCEMENT 2xb P.T. LLD ATTACHED TO FILL CELL AS PER PRODUCT APPROVAL REQ. SEALANT i BACKER ROD WEATHER STRIP MOULDING ALL AROUND (BY DOOR MANUF.) OVERHEAD DOOR BY OTHERS P ADAPP nnnD TAAJfRC SCALE: 1 1/2 " =1' -0' 2x BLOCKING BETWEEN TRUSSES PER STRUCTURAL DETAILS --\ -STIFFBACK AT ALL UPRIGHTS — PER STRUCTURAL DETAILS -PRE-ENG WD. TRUSS J,PER ELEVATION CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS SEE ENERGY CODE FORMS FOR - INSULATION R-VALUES PER ELEVATION 5/8' GYPSUM BOARD OR 1/2' — HIGH STRENGTH GLG. BOARD R-4.1 INSULATION WINDOW .ATTACHT MANUFACTURES f Ix2 P.TN'Q STRIPS i 1/2' GYP. Y B, WINDOW AW FIBERGLASS SHINGLES OVER *30 FELT PAP OR SYNTHETIC PROPU , INSTALLED PER CTIN R905.1.1 ON �6' S.B. SHEATHING CDX PLYWOOD ECURED PER _m^ FASTEN SCHEDULE TYP. MTL. RIP EDGE o.H. 2 ASCIA PER - EVATIONS - 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 ' CMU 0'-0' FIN. FLR B TYP. WALL SECTION NO OPENJNG 1—STORY GABLE BLOCK WALL 11 SCALE- 3/4'=1'-O' 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W y U N a F 24 rj r7 W 4 F A rr ti SUBDIV. 8e LOT: CREEKSIDE LOT #53 PROJECT# 04321.200 053R1 MODEL: 4EHB "2605—HAYDEN" GARAGE SWING: RIGHT PAGE: DETAILS 60 MPH EXP. C ARCHFECT. STATE OF FLORIDA P60-/_ OCT 17 2019 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE- 10 14 19 SCALE: 1/4' =1'-01. FILE CQ7 11 SKEET L) 1 FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON J' OS.B. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE—ENG WD.TRUSS- 24' O.G. MAX. METAL DRIP EDGE' 2x FASCIA PER— ELE VAT IONS VENTED — SOFFIT REFERENCE — STRUCTURAL 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY IX2 FIRE —STOP SEE STRUCTURAL IX2 FIRE —STOP 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY IX2 FIRE —STOP FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RS05.1.1 ON J' OS.B. SHEATHING OR J' CDX PLYWOOD SECURED PER FASTENER SCHEDULE R PRE—ENG WD.TRUSS L VATION 24' O.C. MAX. ER �LEVATION METAL DRIP EDGE R-30 INSULATION R-30 INSULATION PER ENERGY PER ENERGY CODE FORM. 2x FASCIA PER CODE FORM. 5/8' GYPSUM BOARD ELEVATIONS 5/8 GYPSUM BOARD OR 1/2' HIGH STRENGTH P OR 1/2' HIGH STRENGTH CLG. BOARD VENTED CLG. BOARD Ix2 FIRE —STOP SOFFIT Ix2 FIRE —STOP R-4.1 INSUL. REFERENCE IEis STRUCTURAL R-4.1 INSUL. z I° W d) w O � w WINDOW ATTACHMENT AS PER w rl MANUFACTURESLa SPECIFICATIONS IL REFERENCE l STRUCTURAL - { 3/4' T 4 G SUBFLOOR GLUED AND NAILED z 3/4' T 4 G SUBFLOOR AS PER NAILING GLUED AND NAILED 1/2' THICK 2 COAT o SCHEDULE Fi Q > AS PER NAILING PORTLAND CEMENT SCHEDULE r w PLASTER APPLIED u DIRECTLY TO > w - m MASONRY ER \fPELEVATION IX2 FIRE-STOPAj R ELEVATION SEE STRUCTURAL ER LE VATION ER LE VATION 5/8, GYPSUM BOARD 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. i OR I/2' HIGH STRENGTH BOARD CLG. BOARD ER LEVATION — IX2 FIRE -STOP 41 R-4.1 INSUL. d) z 0 Q al WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS —1 REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS A 24' O.G. 8' CMU 1/2' GYP. WL. BD. WOOD BASE 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY IX2 FIRE —STOP u A W/ WINDOW OPENING A 2—STORY FIRST FLOOR SECOND FLOOR BLOCK ®_ ill R-4-1 INSUL. Ix2 P.T. FURRING STRIPS ® 24' O.G. 8' CMU 1/2' GYP. WL. BD. WOOD BASE n WITHOUT WINDOW OPENING 11J BLOCK 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 N U w 0 F 0. w Q E, A CF ti SUSDIV. 8e LOT: CREEKSIDE LOT #53 PROJECT# 04321.200 053R1 MODEL: 4E I "2605—HAYDEN" GARAGE SWING: RIGHT PAGE: DETAILS 60 MPH EXP. JC ARCHrrECT- STATE OF FLORIDA OCT 17 2019 MICHAEL C. ANDERSON AR NO 17305 md PRINT DATE: 10 14 19 SCALE: 1 /4"=1' — 0" SHEET D2 SCALE: 3/4' = I' -O' FILE SECURE 2xb MIN. TO BLK W/ WNW A -BOLTS 4' EMBEDMENT MIN. W/ 2'X2'Xlb WASHER AND NUT SPACED EVENLT FROM FLOOR TO GARAGE DOOR � H� I�NTS PRIOR TO FILLI �I :111 'SECURE 2x4 ONE FLAT TO BLK W/ CUT NAILS. SIDES: 2X6 GARAGE DOOR BUCK W/ (5) )57C8' A -BOLTS 4' EMBEDMENT MIN. W/ 2'X2'A WASHER AND NUT SPACED EVENLY FROM FLOOR TO GARAGE POOR HDR IN JOINTS PRIOR TO FILLING. I-2X6 PT BLOCK • CENTER OF DOOR HEADER W/(1))='X8' J-BOLTS 4' EMBEDMENT W/ VX2'A' WASHER AND NUT. J INOTES: I J ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE 9TRINGENT GARAGE DOOR 1 BUCK ATTACHMENT D3 SCALE: "' ---o' 8' CMU Yz' DRYWALL 1'X4' OR I'X2' P.T. NAILER lx4 P.T. OR 5/4'X4' MIN. ❑ SECURE THRU FRAME 4 EXTEND 1-Y4' INTO BLOCK ❑ W/ gib' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I-Y4' WITHIN 8' OF EACH END 4 18' O.C- MAX SPACING \LDOOR 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 A WINDOW TO BLOCK +3 4 OR +5 4 SCALE: N.T.S. 2X4: 3� SECURE TO BLOCK W/ /16' TAPCONS OR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X6:® SECURE TO BLOCK W/2-3f& TAPCONS(MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') WITHIN 8' OF EACH END 4 8' CMU 18' O-C. MAX SPACING-" DRYWALL 2X8: cm ❑ 1'X4' OR 1'X2' P.T. NAILER SECURE TO BLOCK W/2-w6' r OOR CASING TAPCONS (MIN. SHANKSIZE -145 MIN. HEAD SIZE 300 OOR JAMB OR WINDOW MIN. EMBEDMENT I Y4') TTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 4 18' O.G. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +1-1/2" WINDOW TO BLOCK +1-1 2" B SCALE: N.T-S. 2X4= 3� SECURE TO BLOCK W/ /16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 15" O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2X6tm SECURED THROUGH SECURE TO BLOCK W/2 -3Xr.' NON-STRUCTURAL 3{e TAPCONS TAPCON MIN. I-Y4' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK. MIN. HEAD SIZE 300 all CMU MIN. EMBEDMENT I Y4')' DRYWALL WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 1'X4' OR 1"X2' P.T. NAILER ® 2X8: ❑ SECURE TO BLOCK W/2AfW OS.B. X 4' MIN. TAPCONS(MIN. SHANK SIZE .145 �:':OOR PCASING MIN. HEAD SITE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4') ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 113' O.C. MAX SPACING - NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +1-15/ WINDOW TO BLOCK +1-15 6" C SCALE: 2X4:® SECURE TO BLOCK W/ Siff,' TAPCONS (MIN- SHANK SIZE .145 MIN. HEAD SIZE 300 MIN- EMBEDMENT 1 Y4') WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 16' O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2X6= SECURED THROUGH ♦ SECURE TO BLOCK W/2--Xe,' NON-STRUCTURAL We,' TAPCONS TAPCON MIN. 1-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. ❑ I'X4' OR I'X2' P.T. NAILER 2X8 SECURE TO BLOCK W/2-3i(e DOOR CASING TAPCONS [DOOR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 JAMB OR WINDOW MIN. EMBEDMENT I Y4'J IATTACH 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' :n1 WINDOW 1J TO BLOCK +2 1 4" SCALE: N.TS. 2X4cm SECURE TO BLOCK W/ W6' TAPCONS (MIN- SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') WITHIN 8 OF EACH END NOTE: STRUCTURAL 2X IS' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6 SECURED THROUGH SECURE TO BLOCK W/2- NON-STRUCTURAL °3%' TAPCONS TAPCON MIN. I-Y4' N.SPANK SIZE -145 (MIN. SHA EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 8' GMU MIN. EMBEDMENT 1 Y4') ) ' DRYWALL WITHIN 8' OF EACH END 4 1'X4' OR I'X2' P.T. NAILER 15' O.G. MAX SPACING. ❑ 2xaz� SECURE TO BLOCK W/2-34s,' TAPCONS DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') DOOR JAM15 OR WINDOW WITHIN 8" OF EACH END 4 ATTACH TO 2X PER 18'O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE: SWRT AS NEEDED TO PLLM JXIS (DO NOT ExCEED V) DOOR JAMB TO BLACK +3" WINDOW TO BLOCK +T E SCALE: N.T.S. 2X4= SECURE TO BLOCK W/ 3i{6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X IS" O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2X6:® SECURED THROUGH SECURE TO BLOCK W/2-%' NON-STRUCTURAL Siff,' TAPCONS(MIN. SHANK SIZE TAPCON MIN. I-Y4" .145 EMBEDMENT INTO BLOCK_ MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') 8' CMU WITHIN 8' OF EACH END 4 14" DRYWALL 18' O.C. MAX SPACING. 2X8:® I'X4' OR 1'X2" P.T. NAILER ❑ 3 SECURE TO BLOCK W/2-MI6' 2ND 2X SECURE TO TAPCONS(MIN. SHANK SIZE STRUCTURAL MEMBER .145 W/(2)126 WITHIN 8' OF EACH MIN. HEAD SIZE 300 END 4 6' TO 8' O.G. MAX MIN- EMBEDMENT I Y4') DOOR CASING WITHIN 8" OF EACH END 4 DOOR JAMB 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 +T F' WINDOW TO BLOCK +3" SCALE: N.T S- 2X4:m SECURE TO BLOCK W/Y4' TAPCONS(MIN- SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1144') NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE 4 18' O.G. MAX SPACING. SECURED THROUGH 2X6:® NON-STRUCTURAL N6" SECURE TO BLOCK W/1-1/4' TAPCON MIN. 1-Y4' TAPCONS(MIN. SHANK SIZE EMBEDMENT INTO BLOCK. .145 MIN. HEAD SIZE 300 all CMU MIN. EMBEDMENT I Y4') }z" DRYWALL WITHIN 8' OF EACH END 4 15' O.C. MAX SPACING. I'X4' OR I'X2' P.T. NAILER 2X8cm ❑ SECURE TO BLOCK W/I-1/4' 3{b° OS.B. X 4' MIN. TAPCONS (MIN. SHANK SIZE .145 POOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE: SWIM AS NEEDED TO ft" JAM (DO NOT EXCEED Y,') DOOR JAMB TO BLOCK +3-7/16" WINDOW TO BLOCK +3-7/16" UG SCALE: N.TS. 2X4= SECURE TO BLOCK W/Y4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8 OF EACH END 4 NOTE: STRUCTURAL 2X IS' O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2X6:® SECURED THROUGH SECURE TO BLOCK W/1-1/4' NON-STRUCTURAL TAPCONS TAPCON MIN. 1-Y4' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK. MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') 8' CMU WITHIN 8' OF EACH END 4 V DRYWALL 18' O.G. MAX SPACING. I'X4' OR 1'X2' P.T. NAILER ❑ 2X8csm SECURE TO BLOCK W/1-1/4' P.T. X 4' MIN. TAPCONS OOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 "',—ATTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS - NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +3 3/4" WINDOW TO BLOCK +3 3/4" USCALE: N.T.S. 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325011111 W IF U W ti F Em V W Q F A SUBDIV. 8e LOT: CREEKSIDE LOT #53 I*ROJECT# 04321.200 053R1 DdODEL: 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: DETAILS 60 MPH EXP. C ARCHITECT: STATE OF FLORIDA alj� OCT 1y2019 MICHAEL C. ANDERSON Ikft AR NO V305 o ""AN a DATE: 10 14 19 SCALE: 1/4"=1'-0" SHEET D3 u 1 O1. FOLD INWARD • PT. A O1. FOLD INWARD • PT. A s. CREASE • PT. 15 4 O I. FOLD INWARD • ® I. FOLD INWARD • PT. A PT. A 7. CREASE 0 F?. D s. CREASE • PT. B 3. CREASE • PT. C 3. CREASE • PT. C 4. FOLD PT. C OVER PT. D TILL PT. C TOUCHES BOTTOM FLANGE ® ®FOLD • ,,. NOTE: IF ZIP SHEATHINGS SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES FELT UNDERLAYMENT SHINGLEROOFNGJ PRIF, EDC£: OVERLAP 3'. EMEND I& BELOW SHEATHN3, MECHANICALLY FASTEN 4' OG. MAX FLANGE L, WATER TIGHT SEAL FOLD, Q.Q MQL CUT. J' THICK, 3 COAT CEMENT / PLASTER (FRAME), IR' Z COAT / CEMENT PLASTER (CM) �WRB LAYER "], FORTFIBER WILD NO PAPER(FRAME ONLY) U R5 LATER "I, �STUCGO URAP(FRAME ONLY) LAP LAYERS OF BUILDING WRAP OVER NAILING FLANCaE, STOP MW APPRQ2S I K' ABOVE SHMGLES (FRAME CFL") FRAME OR CM EXTERIOR IGYX� T5x5 WALL FLASHW3 0 g KICK -CUT PLAS14MG (SE DETAIL) FASCIA WRAP KIC KO UT DETAIL WATER TIOW SEAL (BEND OR SOLDER DO NOT CUT) ROOF -1/16' ZIP SHEATHINGS SYSTEM (INSTALLED PER MANLIF. SPECS.) OR WOOD SHEATHING: OR CMU LURE LAYER 01, STUCCO WRAP (FRAME ONLY) j 8" THICK, 3 COAT CEMENT f PLASTER(FRAME), 1/2" 2 COAT CEMENT PLASTER (CMU) LEGEND METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER DRAINAGE FLANE (WR5 ROOF/WALL SCREED LAT Ef ' 1*1, STUCCO LJ1 AF) 1;"X5" "L" TYPE CONTINUOUS UJR5 LArr=R #2 (FOIRT11=1 EFR — — — — — — TAL FLASPING NAIL TO ROOF DECK NOT BUILDING FAFER) WALL 5HEATHINGa) CAP SHINGLE - DO NOT NAIL, 1*IETAL LATH X X X X INSTALL WITH ROOF CEMENT STUCCO =MENT NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES L„ 5 N-T-S- ROOF PER ELEVATIONS FLASHING WOOD SHEATHING E--77�///// -1 OR -1/1(0" ZIP SHEATHINGS SYSTEM ( INSTALLED PER 1" fANUF. SPECS.) 5ELF-ADHE51YE FLASHING; - - - NOTE : 1*'IETAL LATH: LATH TO BE PER SECTION R-103.7.1 / 4571 1 C—a47-0S, r"11N. 2.5 L85. f=ER SQ. �*rARD (UTILITY OR NOl„IINAL LATH DOES NOT 1"fEET SFECIFICATIONS) 551 S. APOLLO BLVD., SUITE 202 MELBOURNE. FLORIDA 32901 PH: 321-502-3591 www.abdesigngroup.com AA #: 0003325 W D3 Chi DQ kel 0 ti 0. rn W 4 F A FF ti SUBDIV. 8e LOT: CREEKSIDE LOT #53 PROJECT# 04321.200 053R1 MODEL: 4EHB "2605—HAYDEN" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. C so ARCHFrECT- STATE OF FLORIDA OCT 17 Big MICHAEL C. ANDERSON AR NO 17305 rc &N + 10 14 19 DATE- / SCALE: 1/4" =1' — 0" SHEET AI LEGEND - DRAINAGE PLANE (UJRS LATER #11 STUCCO WRAP) LURE LAVER 02 (FORT11=15ER - - - - - BUILDING PAPER) METAL LATH{ x-x-x-x STUCCO WOOD SHEATHING OR 1/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS. SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER SECTION R-103.11 / ASTM 2 5 L55. PER SQ. YARD (UTILIT`I' OR NOMINAL LATH DOES NOT MEET 5PEC11=1CATIONS) 64 DRYER VENT IBUILDING PAPER OVER 'QUICK FLA5H' PIPE T+ 4ROUG1 I WALL 6" SELF AD14ESIVE— FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER — UNDER 'QUICK FLASH' STUCCO FINISH 6" SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT im TOP 4 SIDES BLOC NOTE: I/ IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES A VENT PENETRATION SCALE: N.T.S. ELEC. METEF VERIFY LO HKCH I V I'CML r-1Y>= STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION METER FIELD =Y LOCATION Y STUCCO SCRATCH COAT AND ONE ('1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGIL-) POLYMERIC ISOCYANOTE-POLYBLEND FOAM inr �ti i�rn •�R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES ;O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER IM, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH THA' NO MEMBRANE ENTERS BOX, APPLY TO FAc EDGE APPLY E—Z BEAD — OVER 60 MIN GRADE 'D' FELT —PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS ST F :#1 5T F #3 e .e — e. e. .e .o o. e• .O .o o. e. .e •e e. e. .o .e o. .e.e.e e ;?I .o.o. o.o all WRB LAYER 01, STUCCO WRAP CUT 'X" INTO �X SELF —ADHERING MEMBRANE FLASHING APPLY SELF —ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER 0 5T WRB LAYER "I, STUCCO WRAP APPLY 60 MIN SELF —ADHERING GRADE "ID'FELT MEMBRANE FLASHING OVER SELF —ADHERING El — FLASHING OVER APROVED HOUSEWRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER 5T EE F # ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH 5TEF #5 5 T E F #(o (:: ) ELECTRICAL RECEPTACLE 551 S. APOLLO BLVD., SUITE 202 MELBOURNE. FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 I ; r�4 i4 O U W ti F 0. U Q A 64 ti SUBDIV. 8e LOT: CREEKSIDE LOT #53 PROJECT# 04321.200 053R1 MODEL: 4EHB "2605- HAYDEN" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. C ARCHFFECT: STATE OF FLORIDA OCT 11 2019 MICHAEL C. ANDERSON AR NO 17305 PRINT 190 14 DATE: 1/ / SCALE: 1/4" =1' — 0" SHEET DR4,INAGE PLANE CURB LA1rER #1, STUCCO WRAP) LRB LA'''ER 02 (FORTIFIBER BUILDING PAPER) METAL LATH STUCCO UJ00D SkEATkING OR 1116' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SELF-ADI4ESIVE FLASHING - 2 1 /2 " 1,1 T�1CORNER BEAD JL II JLl 1 CORNER BEAD (FASTENER 4 SPACING a I" O.G.) NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES CMU V THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY C BLOCK 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com kkb AA #: 0003325 h W U W O F 4 W Q F q SUBDIV. 8e LOT: CREEKSIDE LOT #53 PROJECT* 04321.200 053R1 MODEL 4EHB "2605-HAYDEN" GARAGE SWn4G: RIGHT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. JC ARCHrrECT- STATE OF FLORIDA OCT 17 2019 MICHAEL C. ANDERSON I AR NO 17305 o T ` 10 14 DATE: 19 / SCALE: 1/4"=1' — 0" SHEET ■ WA3 I I II 11 / I � \ 2xro SUB -BAND W/1 "x4" NOTCH a END, WRAPPED IN PEEL 4 STICK DRIP EDGE I\ -1/8" TEXTURED I FINISH is WOOD I � 1/2" TEXTURED FINISH -a CMU / METAL FASCIA WRAP Y8" FROM STUCCO, 1" FROM WOOD WALL / EXTERIOR WALL �1 � (FRAME OR CMU) NOTE: NOTCH FOR 2X(fp N SUB BAND ONLY N, IN I� ®ELEVATION METAL FA 2X6 SUB E N ROOF KICK OUT REMOVED �1 FOR CLARITY ROOF DECK (BEYOND) DRIP EDGE, 1" OFF WALL �;41,-�VNOT INTO STUCCO) 11/5" TEXTURED FINISH a / WOOD, 1/2' TEXTURED / / FINISH a CMU '- 2xro SUB -BAND W/1"x4" NOTCH END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP 1" OFF WOOD WALL. SUB BAND 211 . OFF WOOD WALL -1/8' TEXTURED FINISH a WOOD, 1/2' TEXTURED FINISH m CMU METAL LATH WOOD SPEATHING OR CMU WRB LAYER 01, STUCCO WRAP (FRAME ONLY) WRB LAYER 02, FORTIFIBER BUILDINGS PAPER (FRAME ONLY) DRIP EDGE METAL KICK OUT NOTE- IF ZIP SHEATHING PLEASE SEE MAI PROCEDURES PRE-ENG'D TRUSS TO BE GUT 6 WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4"x4' -0' SCABBED TO TRUSS W/126 NAILS 6"-S" O.G. MAX. 2x SUB -BAND W/lY"x4" NOTCH e END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL SUB BAND DETAIL C9) WALL W/KIC K- OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%"x4" NOTCH a END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT -s ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. 4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/IYs"x4" NOTCH a END, WRAPPED IN PEEL 8 STICK *ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY FILE 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 gd w x U w 0 4 a w Q F A 1stmDxv. 8e LOT: CREEKSIDE LOT #53 04321.200/053Rl ROJECT* MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 60 MPH EXP. C IF ARCHrrECT: STATE OF FLORIDA OCT 17 2019 MICHAEL C. ANDERSON AR NO T7305 D3 AT 1014 E: / / a 19 AT SCALE: 1/4"=1'-0" 1 SHEET WAS 1'-10" 10'-0 27'-10" i 1 4" 7 -4" 4" a Ia I( L• I - w — — — — I i FM 12X: 11 E 18 , F �1 100 coI 0 IN NI r 4" CONC. u- w LL SLAB u- a O w c\j h $ F— FM-16x18 1 4 � 1.1 2.1 101-01, 11 _8„ 15' 4" 2'-8" a h 00 1 N lA �� X fQ II. X _b 0 fD CID TOP OF r r ILL o SLABLL w U V :... c O Y. i� I 20'-5" _ 7-5" 11'-10" 9 —L 1.1 CW-12x12bo v 11 F-2 o L _ p 11 w u x24 0 1.1 1.1 coN I LLiiZ CWC-12x1F x 0 _1:3 — — — — — — W �� vii� �n UP TO 2ND FLOOR 4' VC of O AI dllw (FIELD VERIFY CHASE \\�• ` H CT ii w 8 EXACT LOCATION) r" Y T i i 1.1 5' 00 I 3 9' d S" 9 3" I 9'-0" 2.8„ 1.1 91_4„ 00 --------- - - 3 1 N O 1 ao NI (V w 1.1 #3 TRANSFER STEEL -1 v oI a_ @ 24" O.C.MAX Boa 0'-0" FIN. ELEV. ' (V N N 1.1 �I • OD FIN. CONC. SLAB r 11 I 4 u- w ILL 2.1 1.1 '-10" 16-0" 2'-1 " L FM-16x18 w 1. CG ° IX 4 4 I 9'-8" T 6„ 00 co o ao v' N w LL 4' CONC. L_ FM-1 6x18 — — io a Ig p ¢ d a SLAB 1707 I:• I n L FM-12x18 o n v -4" 10141 4„ 6'-8" 20' 4" 18'-01, 21'-8" 39'-8 FOUNDATION PLAN SCALE: T!/4„ = 1'_0„ 3 p N N FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +4-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-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. 0 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. ao 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.CINDICATED #5 BAR, EIINDICATES #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(#5 = 30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON 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 UPPER3 OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB THICKNESS REINF REMARKS 6x6 W1.4xW1.4OVER GENERAL 3 1/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE c PROVIDE CORNER BARS, SAME SIZE QUANTITY AS BARS IN FOUNDATION, WITH 3011 EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT' LONG FM-12x18 12" CONTINUOUS 18" - (2) #5's (+)0 0" FM-16x18 16" CONTINUOUS' 18" - (2) #5's (+)0 -0" FM-20x18 20" CONTINUOUS 18" - (2) #5's (+)0 0' FMC-16x18 16" CONTINUOUS 18" (2) #5's VARIES CW-12x12 12" SEE PLAN 12" - (2) #5's (+)0"-0" CWC-12x12 12" SEE PLAN 12" - (2) #5's VARIES F-24x24 24" 24" 12" (2) #5's (2) #5's (+)0'_0" TE-1 8" SEE PLAN 8" (1) #5's (-)0'-4" NOTE: WELDED WIRE MESH & b VERTICAL REBAR NOT iv SHOWN FOR CLARITY ; SECURE #3 TRANSFER STEEL @ 24" O.C. MAX ON 1 1/2" STEP TO A/C SIMPSON ICHAIRS @ FOUNDATION SLAB & WIRE TIED CONC. W/ UNIT ROLL STRAP TO CONTINUOUS FOOTER STEEL (2)-3/161X2' OR EQUAL TAP -CONS i EACH CORNER OF UNIT --� TOP OF SLAB CONC. SECURE STRAP TO a SLAB UNITS W/ (2) "8xl 1/4 BHT MTL SCREWS SUPPORT #3 W/1 1/2" CHAIRS , A/C CON NNECTION NECTION • TO PAD DETAIL TRANSFER STEEL INSTALLATION SCALE. 3/4"=V-0" 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W W w 0 F 0. U w 4 w F i A F� a I �3 I! OREEKSII)E LOT #50 '1 I. PROJECT# I 04321.200 053R1 ODEL 4EHB 882605—HAYDEN" GARAGE 8W1 RIGHT PAGE: I, ki FOUNDATION PLAN 160 MPH EXP. C ARCH QT STATE OF F COrM A, ' kY OCT 17 2019 MICHAEL C. ANDERSON AR NO T7305 `. /, aDATE: 10/14/19 j SCAT :1/4"-1'-0" ET s i 30 I„ MIN. EACH WAY Is ! I MONOLITHIC FOOTING L� z _ t Z STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED J � ¢ "� d I CELL SEE PLAN FOR SIZE AND ! CELL SEE PLAN FOR SIZE AND a SPACING REQUIREMENTS ! SPACING REQUIREMENTS m �_ Q w Ft- GARAGE DOOR CORECESS O CID w I — w! I w J cr a ¢, FM J j s, 0-1W Z }} 8" CMU WALL O m 8" CMU WALL I CORNER BARS SAME SIZE AS BAR m 8" K; Lu O m I o ? I IN FOUNDATION WITH 30" LEG EACH U +- 0'-0" WAY AT ALL CHANGES IN DIRECTIONS cn b +- 0'-0" TOP OF SLAB ri SO THAT THE STEEL REINF. IS CONTINUOUS TOP OF SLAB �' ' x MATCH AMOUNT OF CONTINUOUS BARS CURB FOR SEE SLAB SCHEDULE VARIES I ILL iv MASONRY WEXT. PORCH SLAB 4" CHAMFER (1-STORY) 1/2" ISOLATION L ,; 6" CHAMFER (2-STORY) JOINT (WHERE • SEE SCHEDULE z' APPLICABLE) Z FOR WxD, BAR SIZE i\I AND BAR QUANTITY SEE SLAB SCHEDULE TOP OF GARAGE CONTINUOUS STEEL MONOLITHIC UNITS SET FOOTING REINFORCEMENT SEE SCHEDULE 7=p., ELEV: EXT. PORCH SLAB 4" CHAMFER (1-STORY) AT AT 01-01, W/ 1/2" ISOLATION 6 CHAMFER (2-STORY) JOINT (WHERE SEE SCHEDULE APPLICABLE) Z WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST N AND BAR QUANTITY NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), LINO EXTERIOR MONO -FOOTING 2 XIOR MONO-FOOTINMONOLITHIC FOUNDATION RECESS AROUND GARAGE ).ETER ARAGE scALE:3/a"=1'-0" 3 CORNER BARS DETAIL OOR SCALE: 3/4=, 1-01,4 DOPENING scALE:3/a"=1'-0" a LAP TOP PLATE A MIN. OF 48" y AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. �— VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN " w 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE w _j I PLANS FOR SPACING. SINGLE a BTM. PLATE TO BE PT. NEW REINF. BAR O a SECURED W/2-PART PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO ` 2" CAPPED a < EPDXY. MIN EMBED SLAB W/1Od MASONRY NAIL 16" O/C STAGGERED. It B,UNO GALVANIZED PIPE — FOLLOW ALL MANF ADDITIONAL METAL i. W/FLANGE @ BASE a o 2 o I SPECIFICATIONS FOR CONNECTORS NOT USE AND REQUIRED WHEN NO cn o ~ cO 4" 4" PREPARATION OF w UPLIFT IS PRESENT. co Z � HOLE. SECURE FLANGE TO LU ir SEE SLAB SCHEDULE TA B W//g) 1 /4" X 2 1/4" o cQ o O� �+ 0101, w O'QQ TOP OF LABS a 4" CHAMFER (I -STORY)° 6 CHAMFER (2-STORY) k. � I>i I ° Ij, EQ. EQ, SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY ADDING BAR TO p INTERIOR CURB FOUNDATION WOOD WALL BOLLARD 6 MONOLITHIC FOUNDATION 8 SCALE: MONOL (NO UPLIFT) SCALE: 3/4"-1'-0" SCALE: 3/4"=V-0" LAP TOP PLATE A MIN. OF 48" 'AND NAIL W/ 16d COMMON b NAILS 2-ROWS 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN ,2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING z STEEL REINFORCING IN GROUTED WALL W/SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE a O SECURE BT. PLATE TO CELL SEE PLAN FOR SIZE AND } SPACING REQUIREMENTS BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL m 16" O/C STAGGERED. Q w , ADDITIONAL METAL co U -�— CONNECTORS NOT 'IT0- _. a ' REQUIRED WHEN NO IL rn z_tj 8" CMU WALL -- UPLIFT IS PRESENT. POURED LINTEL CONT. (TYP.) o CD/N 4 +- 0'-0" 8" CMU FILLED CELL (TYP.) TOP OF SLAB +- 0'-0" SEE SLAB SCHEDULE " a TOP OF SLAB 2X WALL FRAMING " SEE SLAB SCHEDULE z m BAR SIZE 48 BAR DIA. #3 181, #4 24" #5 30" #6 3611 #7 42" + 0'�0" 1/2 DIA. USP 725OSD BOLTS 5 ' ' EMBEDMENT INTO a TOP OF SLAB :, MINIMUM EXT. PORCH SLAB 4" CHAMFER (1-STORY) s •. GROUTED CELL, 4" FROM ENDS AND 16" O.C; VERTICALLY MAX W/ 1/2" ISOLATION 6" CHAMFER (2-STORY) (WHERE 0 PIP ICABLE) Z_ MATCH STEEL 6" PVC CHASE REINFORCEMENT SEE SCHEDULE R BAR SIZE SEE N FOOTING PER SCHEDULE ILL]> W °� M OU p � { I 6" PVC CHASE THRU FOOTING FO WxD, AND BAR QUANTITY MATCH STEEL (" SEE SCHEDULE REINFORCEMENT FOR WxD, BAR SIZE PER SCHEDULE INTERIOR FOUNDATION WOOD WALL INTERIOR FRAME BRG WALL TO AND BAR QUANTITY PVC CHASE 9 SCALE:3/4"-,'-o BLOCK WALL CONNECTION 81H SC LE: §/4"=V-0„ 9 KI Iw FILE C;OP w x r. BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F N y W 0 U w 0 0. v k; h d A ti b G r 10 e ` TYBDIV. 8e LOT: �I CREEKSIDE LOT #53 PROJECT* 04321.200 053RI MODEL: a 4EHB "2605-HAYDEN8_ GARAGE S WING: RIGHT k PAGE: t n EY N DETAILS �7 160 MPH EXP. C ARCHrrEcT-. STATE OF FLORIDA 1 OCT 2019 � - MICHAEL C?ANO&ISON AR NO 17305 PP.°T 19 14 DATE: 10 / / SCJUX: 1/4"=1'-0 SHEET S1.IA N OD iko 17'-8" 12'-0° 6'-0" 2'-4" nI� n 28'-2„ 29'4' 36'-2" 37'-6" FIRST FLOOR DOWEL PLAN SCALE: 1/4" = V-0" M 07 .. bo in N OD CV r 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORID 32901 PH: 321-8023 91 www.abdesigngrour.com AA #: 0003325 W W U W O F 0. U A F A ry fi LL. fl 1�1 e? J11 ag �" x� f I 0 ry M ba .. V � nr F u Rmv. r% mop G ' CREEKSIDE 1 LOT #53 �a PROJECT# ;s 04321.200/053R1� 4EHB p "2005—HAYDEN" [i{C,ARAGE SWING: �a RIGHT PAGE; FIRST F FLOOR G DOWEL PLAN H STATE OF FLOE ZT 112019:;, ���HAEL C. i4TVDER301 14 10f f 19 SCALM: 1/4"=1'-0" SHEET S1. 2 Z N Z w O U TIE VERTICAL REBAR c TO HORIZONTAL / � REBAR W/ 10" HOOK Z GROUTED BOND BEAM N VARIES PER ELEV. a II Q J Q Q m co _ I � O co HORIZONTAL/VERTICAL REINFORCING SCALE: 3/4"=V-0" CLEAN OUT REQUIRED FOR INSPECTION 0'-0" FIN. FLR. 7TIE ERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" NEW REINF. BAR SECURED W/2-PART EPDXY. MIN. EMBED 6", UNO FOLLOW ALL MANF. SPECIFICATIONS FOR USE AND PREPARATION OF HOLE. STEEL REINF. OF BOND. BEAM ADDING BAR TO 4 BOND BEAM SCALE: 3/4"=1'-0" OFFSET METHOD HORIZONTAL/VERTICAL 1 REINFORCING SCALE: 3114"=V-0" CONTINUOUS METHOD BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" VARIES PER ELEV. CMU UNIT DIMENSIONS ARE NOMINAL SIZES 3 MASONRY SYMBOLS SCALE: 3; 4"=V-0" 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F r wr U O F ti V O F 64 Z ti SUBDIV. 8e LOT: CREEKSIDE LOT #53 PROJECT* 04321.200 053R1 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: DETAILS 60 MPH EXP. JC ARCHrrECT-- STATE OF FLORIDA OCT 19 2019 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 10 14 19 SCALE: 1 /4"=1' — 0' FILE COPY SHEET St.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: LISP HTA16 W/ (9) 1 Od x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: HEADS13SCHEDULE MARK SIZE 8 REMARK DESCRIPTION (D (2) 2X8 USP LPTA W/ (10) 1 Od x 1 1/2" HDG NAILS, WOOD TO WOOD: USP RT16A ORLUGT2 W/ 1 Od 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 ACCORDANCEWITH _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ MANUFACTURER'S SPECIFICATIONS. ; 8F1 G/1 T;1 M;OB 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ♦♦ ,I ARE TO MATCH CONNECTOR FINISH. o 5. 1 1 LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL - N c9 i 1 I,: MANUFACTURER SHOWN IN STRUCTURAL PLANS. ♦ GT6. BOTTOM OFLINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR ANDCLEAR SPAN OPENINGS:7. LINTELS SHALL HAVE 4' NOMINAL BEARING (4"). Y PE I8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE` 1SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE I ILL FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS I 00 LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @a 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 12ANALYSIS.ATIONAL . ALL ELEVATIONS 0 S ARE REFERENCED FROM U-", FINISH FLOOR. UNLESS NOTED OTHERWISE_ BEAM SCHEDULE RRRRRM INDICATES OPENING BELOW / T.O.B.'= TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH % T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION fb (psi) SIZE yV'xH' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x16 — (1) #5 (1) #5 N/A — GROUTED SOLID BB2 MASONRY 3000 8x8 — (1) #5 — N/A — GROUTED SOLID ..x "CAST-CRETE" SAFE LOAD TABLES V SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL 8" PRECAST & PRESTRESSED LOADS FOR U-LINTELS 1 1 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS _ -' 1:tr 10- SAFE LOAD -POUNDS PER LINEAR FOOT C SAFE LOAD PLF SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH BF8-013 8F12-09 BF16-DB BF20.0 BF26-OB OF28-08 8F32-oB TYPE LENGTH 8U6 8F8 RCMU TYPE LENGTH 8F8-lT 8F12.1T 8F16-lT 8F20-IT BF24.1T BF2&1T BF32AT SUB 8F8 iB SF12-0B BF16-1B BF20.1B 8F24-1B BF28-iB BF32-1B 8FB-2T BF12-2T 8F16-2T 8F20-2T 8F24-2T 8F28-2T BF32-2T 3'-6" (42") PRECAST 3069 3719 5163 6607 W54 9502 10951 3'-B' (42") PRECAST 1025 1024 1598 3'-6" (42") PRECAST 1569 2655 3524 4394 5263 6132 Tool 2231 3069 4605 6113 7547 B874 10394 11809 1569 2655 3524 4394 5263 6132 7001 4'-0" (48") PRECAST 2561 2751 3820 4890 061 7034 8107 4'-0' (48") PRECAST 765 763 1309 4'-0" (48") PRECAST 1363 23D5 3060 3815 4570 5325 6079 1966 2693 4605 6113 7547 6>174 10394 11809 1363 2305 3060 3815 4570 5325 6079 4'-6" (54") PRECAST. '15gg 1969 2110 2931 3753 4876 54DO 6224 4'-6" (54") PRECAST 592 591 1073 1 4'-6" (54") PRECAST 1207 2040 2707 3375 4043 4711 5379 2189 4375 1 6113 '.7547 p1 8872 10294 11809 1207 2040 2707 3375. 4043 4711 5379 5' 4" (64") PRECAST 1349 1438 1999 2560 3123 3686 4249 5' 4" (64") PRECAST 411 411 745 6-4- (64") PRECAST 1016 1715,,,) 2276 0) 2838 3399 3961 4522 1217 1663 3080 5365 7547,3e, 7392(,q 8733(,q 10127,1ej 1016 1716 2276 2838 3399 3961 4522 5'-10" (70") PRECAST 1105 1173 1631 209D 2549 3009 3470 6-10' (70") PRECAST 340 339 616 5'-10" (TO") PRECAST 909 1567(,q 2M13) 2593 a 3107 s, 3620,a 4133 iq 1062 1451 2622 4360. 7169(eq 6036(,q 7181pe, 8328po, 929 1567 20M 2593 3107 3620 4133 6'-V (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 6'-6" (78") PRECAST 507 721 490 6'-6" qw) PRECAST 835.Oz) 14D7p) 1866z,) 2329 s 279011e, 3251(14, 3712(,q 7 3251 371 2 Rom 8F32-1 T/1 M/OB 8F32-1 T/1 M/OB C21 90 1238 2177 3480 5381 8360 10394,n, 8825pa, 835 14D7 1868 2329 2 2 - O r 8F32-IT/1M/0B__ - r T 7'-6" " (9V) PRECAST 743 1011 1729 2632 2205 2698 3191 368s 7'-6" (90") PRECAST 424 534 363 T-6" (90")` PRECAST 7z7 1065p),16z3, zo253 zazs2a, zaz73a, 3zz624 1071 1729 2661 3898 5681 a4671w) 647205) 727 122a lsza 2025 2426 2827 3228 T-4" (112") PRECAST 554 699 1160 1626 2564 3488 2818 3302 9.-4" (112") PRECAST 326 512 23D 9.4" (1121) PRECAST : I To8 zs, 113s 14743 181 m) 2157(34 2500 34 1 07 10 Q 11 O fn 1 �� 1 � _ - 'LL 1r co "- IW " 8F16/1T/0M/0B 8F16/1T/0M/0B .. r ............. .........a 752 1245 1843 2564 3486 4705w) 6390(pp 591 862 1318 1643 1969 2294 2619 10'-6" (126") PRECAST 475 535 990 1247 2093 2777 2163 2538 10'-8" (126-) PRECAST 284 401 180 10'-6" (126") PRECAST 530 575 ) 916,33 1166 as 14612„ 1736(33) 2011 (33) 643 1052 1533 2093 2781 364313q 4754(4e) 530 895 1180,a, 1472 (a) 1763(z) 2055 2346 11'4' (136") PRECAST 362 582 945 1366 1846 2423 3127 4006 11'4"- (136") PRECAST 260 452 154 11'4' (136") PRECAST 474 504 , 800(3z) 1037(3z 1274 1513 az, 17531sz 582 945 1366 1846 2423 3127 4006 494 607 1042tlq 1372(11, 1643(9) 1915 is) 2187LO 12'-0" (144") PRECAST 337 540 873 1254 1684 2193 2805 3552 12'-0" (144") PRECAST 244 402 137 12'-0' (144") PRECAST 470 (9, 458 724,a,) 938 (3z, 115aa2, 1369pz, 1585,3z). 540 873 1254 1684 2193 2805 3552 470 559 940Oq 1302„5 1560(13) 191$n) 2075,o IT-4" (160") PRECAST 296 471 755 1075 1428 1838 2316 2863 IT-4- (160") PRECAST 217 324 110 13'-0" (160") PRECAST 418 (1,, 388 ) 607130) 785 (aq 964 (sq 1143r,j 1323,ai, 471 755 1075 1428 1838 2316 2883 428 460 78019) 1159(z1) 1418(2q 165319) 1887ryp 14'-0" 1168") PRECAST 279 424 706 1002. 1326 1697 2127 26W 14'-0" 068") PRECAST 205 293 100 14'-0" (168) PRECAST 384(15) 35B (al) 5601n) 724(m) 889(ao) 1054(sD) 1220(3q 442 706 1002 1326 1697 2127 2630 410 425 717 (3, 1063 z1) 1358 2 1582 zz 1807(21 14'-8" (176") PRESTRESSED N.R. NR NR NR NR NR NR NR (176") PRESTRESSED N:R. 284 91 14' 8" (176") PRESTRESSED;230 239 334(21) 520,zs) 672(2q 825 in, 978 ,zq 1131,3q 458 783 1370 1902 2245 2517 2T12 246 395 663 980 (a) 1303 15182T 1734 z4 15'-4" (184") PRESTRESSED N.R. NR NR NR NR NR NR NR 15'-4" (184") PRESTRESSED N.R. N.R. " 259 194 83 -64 15'-4" (184") PRESTRESSED 224 313 z5 368 486 (za) 616 627 (u, 908 (2q 769 qq) 1240a q 911 (e9) 146021) 2s 1054,) 1669,,) 412 710 1250 1733 2058 2320 2513 17'd' (208") PRESTRESSED N.R. NR NR NR NR NR NR NR- 17'-4" (208") PRESTRESSED 1T-4" (208") PRESTRESSED 187 263 is 405 zq $21 (zq 63 756(zn 873,zr 300 548 95D 1326 1609 1849 2047 192 306 506 (a) 740 Oq 100 1271 mi 1473(31 19'4' (232") PRESTRESSED N.R. NR NR NR NR NR NR NR 19'4' (232")PRESTRESSED N.R. 148 52 49'4"i(232") PRESTRESSED 112 11(12) 348 (25) 447 (u) 547 (zs) 647 (z3) 7471, 235 420 750 1037 1282 1515 1716 166 263 429 ,q 623 11q 841 ,zq 1059,3q 1227,3q 21'-4" (256") PRESTRESSED N.R. NR NR NR NR NR NR NR 21'�" (256") PRESTRESSED N.R. 125 42 21'4" (256") PRESTRESSED 142 204(1,) 307 (23 393 (z3) 480 568 655124) 180 340 598 845 1114 1358 1468 142 232 373 p) 537 i,7. 721 vs) 905 rz9, 1048(zs) 22'-0" (264") PRESTRESSED N.R. NR. NR NR NR NR NR NR 22'-0- (264") PRESTRESSED N.R. 116 40 22'-0' (264') PRESTRESSED 13T-. 197(1s, 295s,. 379,23, 462(rs, 546,, 630,z3, 185 315 550 784 1047 1285 1399 137 223 358 r 513 nD 688 za. 863 <e 888 ze 24'-0" (2$8") PRESTRESSED N.R. NR` NR NR NR NR NR NR 288" PRESTRESSED 24'-0" ( ) N.R. 91 33 24'-0" 288" PRESTRESSED. ( ) 124 1T9 (,4) 267 (z1) 342 (21) 416 (z1) 492 p) 567 p) 129 250 450 854 884 092 1222 124 202 319 1,) 455 (la, 606(2q 757in) 876 (zr) (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR. (#) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 ARE FIELD ADDED PERCENT REBAR. - ALL VALUES TAKEN FROM "SAFE LOAD TABLES" BY CASTCRETE MAY 2015 EDITION - PRECAST PRODUCTS - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CON DIVISION ACCEPTANCE FROLINOTICE OF ACCEPTANCE F.E.C.P.:CORPORATION-CASTE-CRETE #:16-0126.03 LINO, PROVIDE BB1 WHERE TRUSSES BEAR TOP OF WALL EL. 10'-8" T 1 O ! : 8F44-1 T/1 M/l B FIRST FLOOR LIFT BEAl"Vil PLAN SCALE: 1/4" = V-0 FILE COPY 551 S. APOLLO BLVD., SUITE 202 1ELBOURNE, FLORIC A32901 PH': 321-802. 591 www.abdesigngropp.com AA #: 0003325 ° ', k ln U c=, t 0 E U w 0 , c 1 k4 1 I H r S'UBDIV. & LiO ' ) CREEKSIDE LOT #53 1 PROJECT# 04321.200 053R1 MODEL 4EHB '2605—HAYDEN" GARAGE SWING}: RIGHT PAGE: FIRST FLOOR LIFT BEAM PLAN AND NOTE ' so 60 MPH E i ARCHfTECT. STATE OF FLORIDA OCT 17 2019 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE 10 14 19 SCALE: 1 /4"=1' — Will SHEET S 2 9 L #5 CORNER BAR W/ 30" LAP FOR EACH <; COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK i 30" TYPICAL #5 BAR IN BOND BEAM CORNER 4 REINFORCING OF BOND BEAM No OPEN FACE SHELL SO AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER BOND BEAM SCALE: 3/4"=1'-O" SINGLE BOND BEAM AT HIGHER ELEVATION SINGLE BOND BEAM AT LOWER ELEVATION P BAR BENT SHOWN F 0 T #5 MIN. REQUIRED INr EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD ACI HOOK CORNER BARS 3 AT CORNER STEP SCALE: 3/4"=1'-0" NOTES TO THE INSPECTOR/CONTRACTOR TYP.8"x8" 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM �0U-1 #5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING \\� PLACE STEEL HEIGHT. �O REINFORCING (1_2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND 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"x16" �QP 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM T COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 TOP OF THE LINTEL. Q, / \\� Q 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. PV5 FQP 8x16 DBL. BOND TOP OF QBEAM W/ (1) #5 BAR BOND BEAM g EACH COURSE \r\� 8x8 BOND BEAM TOP OF y C �G W/ 1 #5 BAR BOND BEAM OF F _ FILLED W/ GROUT • (\A� U UNFILLED GROUT SOLID FROM TOP Sl\� NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM BEAM COURSE SEE NOTE 5 A \ 8x8 PRE -CAST CONCRETE P�S� NOMINAL— ��1 6— 1 T/ 1 /O B LINTEL LENGTH 1(1)OF #5 B WIDTH OF MASONRY $QP HEIGHT #OF#5'S,TOP OPENING-2" BEAM DESIGNATION BOND BEAM COURSE OR n IT IS THIS ENGINEER'S INTENT # OF #5'S, BOTTOM 8x8 PRE -CAST CONCRETE THAT XFXX - 1T/1 M/013 INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (Li) REFER AND XFXX - 1T/OM/OB INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS TOP OF OPENING 40 WINDC PRE -CAST WINDOW SILL LOPE TYPICAL MASONRY WINDOW a SILL CONSTRUCTION SINGLE #SCORNER BAR, 30x30 TURNED UP OR TURNED DOWN INTO FILLED CELL STEEL REINF. OF BOND. BEAM STEEL REINF. OF BOND. BEAM PROVIDE #5 BAR AT EACH SIDE OF ELEVATION CHANGE CHANGE IN ELEVATION OF BOND BEAM de Sa WOOD SECTION FASTENERSPACING de =2" M IN, 2 4" MAX' sa = 2 a" MIN, 9" MAX (2) 2x4 Sr rt �".MIN, 2 7"' MAX ed =. a" MIN, 2 J" MAX de =2" MIN, 2 q" MAX Sa=2a"MIN, 9"MAX . (2) 2x6 Sr.=1 J' MIN, 2 2" MAX' ed = a" MIN, 2 z" MAX de =2" MIN, 2 J' MAX sa=2a"MIN, 9"MAX (2) 2x8 sr=12 MIN, 22"MAX* ed=a"MIN, 2z"MAX .NOTE: • ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN • ALL NAILS PENETRATE ALL LAMINATIONS AND AT LEAST 1 4" OF THE THICKNESS OF THE OUTERMOST LAMINATION WHERE: de = END DISTANCE sa = SPACING BETWEEN ADJACENT FASTENER$ IN A ROW Sr = SPACING BETWEEN ROWS OF FASTENERS's ed EDGE DISTANCE '.. 'MUST HAVE 2 OR MORE LONGITUDINAL ROWS OF NAILS DOUBLE STUD W/ 10d NAIL ATTACHMENT SCALE: N.T.S. 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32901 PH321-8023�91 www.abdesigngroup.com AA #: 0003325 �FRDxV. 8e LOT: CREEKSIDE LOT' #53 PROJECT# 04321.200 053R1 MODEL: 4EHB "2605—HAYDEN" GARAGE SWING: RIGHT bT PAGE: fi3 ri DETAILS fea w 160 MPH EXP. C; (3 m ARCHrrECT: STATE OF FLORIDA OCT 1120a9 MICHAEL C. ANDERSON AR NO 17305 r3DA,TE: PT 10 14 19 SCALE: 1 /4"=1' — O" FILE SHEET S2•IA 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) 1 Od x 1 1/2" HDG NAILS, WOOD TO WOOD` USP RT16A OR LUGT2 W/ 1 Od 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 SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" 0x 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 U-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. COLUMN SCHEDULE SIZE & BASE PLATE OR EM MARK DESCRIPTION REINFORCEMENT 4X6 (3Y2"x5Y") SYP. USP HTT4 W/5/8" DIA 5/S3.1A WD 1 PT., WOOD POST x 5" EXP. BOLT r �L - -----1 FIRE DRAFT STOP 1-------'---I 3/4" SUB FLOOR\_ 2X4 NAILER FOR DRAFT PRE-ENG. STOP FLR. TRUSS 1 ELEV. VIEW �RE-ENG, FLR. JOISTS II I �I 3/4" PLYWOOD�I DRAFT STOP II PR-ENG.FLR.JOISTS II I�I 2 4 NAILER FOR DRAFT STOP 3/4" PLYWOOD DRAFT STOP PLAN VIEW DRAFT STOP DETAILS CONNLCI OR SCHEDULE II CONTROLUAIL 01,05-1] meek USP SIMPSON Mllek UW ,. , SIMPSON DLS. I ITA 16-18 UPLIM 1623 GRAVIIY DLS META-16 UPLIFT 1450 GRAVITY FA51 LN1R (8)1Cd X 11/2" 1-PLY, (7)16d 2-PLY, LM 4' 7 1 FAST LNLR (8)10d x 11/21-PLY, (6) "f(") ` 2-PLY, MBED4' I' (1)HlA 16-18 2430 RI Mt1A 36 1985 42)IOd xll/2"1-PLY, EMBED 4 Iwo -(10)36d 2-PLY, WOOD 4" 2 (14)led 2-PLY, EMBLU4 IIlA 16 1870 II[t A-lfi isle (10) 10d X 11/2',(8) 1W 2-0LY, CMBC04° (9)led x 11/2"1PLY,(8) 16d2-PLY, LTABC04 111A 20 1870 VIEI A-20 isle (10)111dx 11/2%(8) 16d 2.PLY,EMBLD4- (9)led X 11/2"1PLY,(8) 16d2-PLY, EMBED 4" T ¢ (2, 1ITA-20 24M (2)11 ETA-20 2035 (l2)10dx 11/2',14LY, EMBED 4" (10)led x l 1/2"1-PLY, LMI IED 4" ., 2500 -: (10) Lfid 24PLY EMBED 4" (12) lbd 2 PLY, EMBED 4" Z O LUGT-2 2260 EG12 2150 RLK 1611/4 x3'Wetlge-Bolt+Andrei;WWU(16)Y0tl (]) 1/4 x21/4"111LN,W)OP (lfi)led Q DI II A-20 24A DO AL20 2480 (16)-10dx11/2, 1 PLY ALTERNATE, USE OF (2) 1114,20 ACCEPTABLE (18) 10dx11/2,1PLYAL CRNATEIUSEOF(2)IILTA-20ACCCP1ABIL MUGl15+ 4175 MGI+ '3965 (1)5/8'A.T.R.IN IIIGII STRENGTH EPDXY (MIN 12" EMBED), 22)10d TD WOOOI (15/8 ATR IN I RGIISTRENGTIIG OkV (MIN 12''EMBCDI, 2) 10d 10 WOOD I[UGT2+ 9790 IIGT-2+ 1D980 WO (9) IDI MASONRY 1213/4"A.1.R (21314 A IR IN HIGH SIR NGIAp O%Y(MIN 12"LMBEU),(Lb) 1od 10 WOOD I IUGT3+ 9960 IIGT-3+ 10530 WOOD(8) lOQ MASONRY (2) 3/4-A.1.R (2)3/4 A.I. R IN HIGH SIR W HE12"1MIN 12"EMBEDF(16) 10d 10WOOD LU6I-3 3525 LGU-9ri25 3285 CONC(4)3/8'XS'Wedge-BOIE+Anch.,,WWO(12)WU5 `- (12)SDS 1/4"x3"10 GIAOL I,(4)3/8 x$ 111LNIIDIOWPLL LPTA 1510 PARALLLLIO WALL LTA2 1210 PARAULLIOWALL 1210PLRPENDICUTARTO (10)led x 11/2' lU ( )led X1112" MUG115 4150PLRPENOINIANIOWALL VEIT 4940-WALL (1151WA.TR IN IIIG I I STRCNGH I CPO"(MIN 12 cMBCD);(4) led TOP/ led FACC/(12) I➢BACK OF TRUSS (1)5/8'A.T.R.IN IIIGIISTRICNGTH£PDXYIMIN I2"CMOCD),(16) SDS 1/4 x3" IIUGT 7185 (2)VGI 7185. (2),5/8'A.IR IN HIGH SI RENGI H EPDXY (MIN. 12"EMBED),(8)led (215/8A.I.R.INHIGH51 ENG1HEVOXYIMIN I2°EMBEDI(32) SDS 1/9x3 11 MTWII 1195 MTS-12 DOOG 1 1(14) led x 11/2', (14) led (14)led X 1 1/2",: HI 16 1260 HIS-16 1150 (16)led X 11/2",(161 led (16)led %11/2"`, I IIW 20. 1520 IIIS-20 Y45o (24) led X 1112, l2Dl. led (24)led %11/2' 111W 24 ism 1115-24 1450 (24) led E 1112,(20) led (24)10d 11/2°' ESTA 12++ 930 LSTA-12++ 925 (10) Lod (10) led LSTA 18++ 1235 MA-18++ IDS (14) I0d (14) lOd MSIA-18++ 1310 MSTA-18++ 1315 (14)Led (14)led MSIA-24+F 1640 MSIA-24, 1640 (18)10d (is) lad yp NISI A-30+F 2065 MSIA-30++ 2050 (]2)led (22)led MSTA-36+F 2065 MSTA-36, 2050 (26)10d (26)led N KSTI236 3890 MS1I-36 3800 136)l0dX 11/2 (36)led X 12/2" KIS1248 5140 M51148 5065 1 (49)led X 11/2" (481 led 11/V' LHAb 1210 116' 950 (16) 8d x 11/2', (16) 8d) (9) 8d TO PIATLS,(8) Rd TO STUDS SP124. LOGO SP4 885 (6) led 10 51 Des (6) led 10 PUI E f' (6)10tl X 11/2' TO STUDS MP34 525.IN Fl@160% A34 5151N F1@ 160% 111l (4)8tlx 13/2°10SLAM, (QSdx11Q"1dO51 (918tlx 11/2"10 BEAM, IRtl N11}210POS1. HHCP2' -800 HCP2 645 (10)led x 112 10. 1 RUSS, ODI 1OdX 1Y/1'1. IOPIAI[ (12)lad X 11/2., R116A 1380 IIIDA 1140 (9)Wdx11/2' TO TRUSS,(8) led X 11/21TO PLATE ;.. (18)led X. 11/2" MUGLIS&PI ID4A 4125 VGI&11[M4 4565 (28)lOd IO 1 RUSS,(101 WS3 WOOD SCRE..S IO POST W/518"1 HREADE) NOD' (16)SUS 1/4'x3"10 W'OOD,(10)-SUSS/4x21/2 W/ 1 HREA0tU ROD, (2) NUI S/WASHER/2 PLY MUGT15&PIIO4A 4175 VGT&IID]B '4940 (28)Led 101RU55,(10)WS3 WOOD SLRE'({510 POST W/5/8"1HRLAUEU NOU (ib)SUS 1/4'x3"lO WOW, (3) 3/4" SIWBOLIS W/1HRLAUEU ROD, NU1 S/WASHER/2PLV PAH44 2535 6]]5 ABU 44E 2100. 6665 (1)5/8"A.1.R.INIIIGII SI RLNG1 I I LYOXY, IM IN.] LM BED) IN DOW.,(12) 16d 10 WOOD (115/8 A.I.R. IN IIIGI I SI NLNG 111 EPDXY, (MIN ] GM6LU)INLONG 112116d 10 WOOD PAU66 23W 16005-. ABU 66L 2300 12000. (1)5/8" A.I.R. IN I IIGI I SI RLNG1 I I EPDXY, (MIN]' LMBLD). IN CONG,(12)16d 10 WOOD (1)5/8 ATR. IN I IIGI I Si RLNG1 I I EPDXY, (MIN7" EMBED.) IN COW, (12d6d 10 WOOD E1 S191. 12M L1119... '1340 (11314"A.1.R. IN IIIGI I SI RLNG1 I I EPDXY, (MIN. ]e LMBLU) IN CONC.,(8)1Od 10 WOW - (1)3/4" A.T.R. IN I IIGI I SI RLNG1 I I EPDXY, (MIN 7" CMBLD)INCONC.,del0tl1OW000 5 LIS20B... 11W 1-11203 1500 (1)314"A.T.R. IN I IIGI I SERCNGTI I EPDXY, (MIN. ]`[MOLD) IN COW.,(1D)lw x 1-1/2TO WOOD (1)1/2 A.T.R.IN III GIIST CNGTHE OXY, MR F' EMBED.) INCONC, 110) 10d TO WOOD ".. 2 11745 4160 HTT4 4235 (1)5/8' A3.R. I N HIGH St RLNGT H EPDXY I MIN ] EMB6U}.IN CON[., 118) lbd%21/2". (1)6/8 Al H IN HIGH 51 ENGTH"EPDXY MIN Z"LMBEUJ IN CON[., (16)lfitl %11/2" Z ❑745 5005 11TT5 5000 (1)5/8°A.I.R. IN HIGH STRENGTH EPDXV (MIN ] EMBED) INCONC., (26)16tl %21/2" (1)5/8 A.1.N..IN HIGH SIRENGIH EPDXY (MIN P'EMBEO)IN LONG, (16)16tl%21/2" Q DPHUll} 14395 HHDQ11-SUS25+ lisle (1)1'A.T.R.IN IIIGII STRCNGTIIEPDXY, (MlN.10"CMBCDIIN CONC.,WS (29)W53 WOOD (11 A.T.R. IN IIIGI I STREP GTI1EPDXY, (MN 10°CMBCD)INCONC;, (24)SDS'/,"xW."WOOD SCREWS PI105A 6525 IIU]B 6645 H)5/8'A.H INHIGHSi RLNGiH kV¢%Y, (MIN]"EMBEDIINCONC(l4)WS3WOWSCR[WS (1)]/8 A.B. IN HIGH SIRE GIH EPDXY, (MIN. I- EMBED.) INCONC, 13)3/4 SIUU BOLISIOWOOD iO%8 ]g]0 (ir'/a."A.H. IN HIGH Si REZ HEP0%Y, (MIN.] EMBED)INCONC. (3)]/8"SIW BOLlS1OWWU NFM35%l2U 2580 2130 MBIIA 3.56/11.25 34]5 5330 (1)1121-BOLT INMIN6" EMBED &NOT LESSMAN 4- FROM LUGLOFCON[W/3/4"DIA 11 W RAMSLI/RLUIILAD UVNA BOLT SLEEVE ANCHOR OR EQ W/MIN 6"EMBED INS1ALLIED INFACE. (19)10tl Al 10151 (113/4"A.I.R. I N I IIGI I SI EPDXY, (MIN. 6.75 EMBEC ING I I ILOXY,(MIN.6J5 LMBLDMLNI)INCMU IOP. (1)3/4" A.1.R I N I IIGI I SI RLNG111. MBNI )INCMLLLACE, (18)led 1U BEAM WS4121F 30fie 2710(100%) HUSC412 (WOOD) 3$35 2660(100%) (iD) D6d 10 HEADER, (10)16d IO WODU (30) lfitl TO HEADER, (1011 IO WOOU 3325(125%U 3265(125%) it H D4101F(CMU) 1950 5000 I IUC410 CMU) moo 4500 (lg)1/4"' X 3"' WS3 SCREWS, (10) IOd TO WWp USP (20)3/16"'1gPPLR+, I30)lOd IU WOOD (18)1/4x2-3/4.. 111 LN (9 PER FLANGE) 10 CMU, (10) 10d lU WOW Z a 2 IID230-21F(CN1UI 1950 5000 I IUC210-2 EMU) 1800 450U 1 s)17"' X 3"" WS3 SCREWS, (10) led1O J WBO10. USP C20) 3/36"" l APPEN+, (10)1Pd IO WOOU (18)1/4" x 2-3/4' 111 LN I9 PLR F W N GL)IUCMU,(10)10d10WOOD:- IiD23U-31F (CNIU) 1950 SDOD (cMu)03 1800 4500 ) ( UW000 W®®o.p SV(203/1P "R1APPIRI, 10)lUd7 H8)1/4x23/4"IDLN(9 LR.HANGb)1OCMU,(10)Iod1OWOW LGUM26-2 2125 G085 LGUM26-2-SUS 1430 5595 (413/8"X4 Wedgc-Bolt+Anchor, WOOD FI) WS3 WOW SCREWS (413/Bx4111 LNIIUANCII NS(2P[,R FLANGQ 10 CMU,(4)l/4%21/25DSSCRLWSIO WOOD 4 BM1 TO CMU WALL W/USP LGUM46 W/(4)/8"x4" WEDGE BOLTS AND (4) WS3 WOOD SCREWS TO BM1, BLOCK W/ 1/2" PLYWOOD EA, SIDE OF BM1 3 10B 9A 3.1 3.1 CJ1E yV3 ' CJ1E J3 �I II J2 —11 U II II II II II ll 11 II II 11 II II II II II II II II „ II II II II II II II II II II 2xWIF W/ II II II II II II II n II II II II II •• II II II SYP. NO.2 2x4 WOOD STUDS II @ WII II II II II P NO 2 II II II )) 12 O C SII I I I I I I I I �I I II I(1 n u n u u STUDS @ I u n WDl II II I II 12" O.C. LLLBM1 11 11 11__ —IL II 2X6 WOODI II II II j� WALL W/ DBL: 4 J6 II STUD UNDER II II II J4 EACH JOIST a �l _ - 3.1 II II n n II II 11 II = nII II3. 4DBLSTUD I nLWALW,DBPROVIDE DRAFTISII TO_PPuI NGuII IIII jI I 4 I I II STUD UNDER II ALONG THIS TRUSS AS TO I� n _----------3.1 II EACHJOIST II LIMIT AREA 2.OOS.F. PER FBCR302.12II II II II II II n I� II III J7 II II II II II PRE -FABRICATED FLOOR 11 II II II II II 11 II II �� II JOISTS @ 24241Q.C_ I I I I I I I I I I I I I I I I I I II IIII II II II II II II II II . II I II II I I II II I II II III �— � II II II II II i( II II II „ II °I '` II II II II it II I II II GT II II II II II II I II II II CJ5E_ I I u n u n n u n n I I II II II II 11 II II II CJ3E �e II II II II II IIILL I - L - L L 11 4=1 = 'I IfII II II II II II Lu Lu W EJ6E EGE FIRST FLOOR FRAMING PLAN SCALE; 1/4 V-0" I -JOIST 0 551 S. APOLLO BLVD., SUITE 202 1ELBOURNE, FLORIDA32901 PH: 321-802-3591 www.abdesigngroup.c'om AA #: 0003325 w U w 0 F E4 CU3 w 4 F A ti a rLO hiEEKSIDE T #53 PROJE T 04321.200 053R1 IV013EIZ 4EHB 1/2605-HAYDEN" GARAGE SWING: RIGHT PAGE: 1 f FIRST FLOOR FRAMING PLAN 160 MPH EXP. AH( HffECT: STATE OF FLORIDA :-0 -T 17 2010 MI FW- L-a ANDrER N e'9 r, 17,105 &fie.,. n �� rq " PRINT DATE 10 14 19 SCALE: 1/411=11-011 FILE C®P*f SKEET S 3 ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE @ 24" O/C, SUBMIT SHOP 'ROOF/WALUFLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" # 1175 UPLIFT USP PLYWOOD SHEATHING, SEE HTWM20 W/10 1Od TO "ROOF/WALUFLOOR 2) USP) 1 Od x TRUSS ANCHOR TRUSS AND (4) 1/4" x 21/4" SHEATHING TRUSS EA. PROVIDE 4" MINIMUM ITH (9) 10d x 1 1/2" NAILS TO FASTENER SCHEDULE" STRAP, 1 EACH SIDE ENT. DBL UP MOY A PSYP DDED 22 OdX4'-O" TAPCONS TO CONT AND OVER TRUSS (NOT NAILS, 2 ROWS, 3" 10dTO POURED LINTEL A-(1)USP HTA16 TRUSS ANCHOR WITH (9) # 1900 UPLIFT (2) USP 1 Od x 1 1/2" TO TRUSS. FL#17680 ND OVER FACILITATE 2-PLY HTWM20 INSTALLED ON PRE-ENG TRUSS B-(2) USP HTA16 TRUSS ANCHOR WITH 9 OPPOSITE FACES OF O 68 USED IN CONJUNCTION WITH " CONNECTOR. 10d x 1 1/2" TO TRUSS EA STRAP. FL#17680 "' ' BLOCK WALL W/1010d TO DBL STRAP, 1 EACH SIDE WRAPS UP AND EAVY UPLIFT CONNECTOR L#17680 TRUSS AND (4) 1/4"x21/4" OVER TRUSS (NOT SHOWN) TAPCONS TO CONT CONTINUOUS BOND BEAM (A) USP LUGT2 W/ (5) 1/4"x3" POWERS POURED LINTEL 1x2, 2x WOOD FASCIA WEDGE BOLT& (16) 16 GALV. NAILS TO SEE ARCHITECTURAL TRUSS (2PLY) #FL17240 (NOT SHOWN)' 2x SECURED W/ (3) 16d GALV: COMMON NAILS. ENGINEERED WOOD (B) USP RFUS STEEL CONNECTOR WITH (4) 3/4':x6"WEDGE BOLTS AND 1x2 SECURED W/ 10d TRUSSES @ 24" O/C, 1x2, 2x WOOD FASCIA (12) WS3 SCREWS FL#6223 It GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 12" O/C FOR REVIEW 2x SECURED W/(3) 16d AND APPROVAL GALV. COMMON NAILS.' IF 4 BOLTS ARE USED 1x2 SECURED W/ 10d MASONR BOND ENSURE THAT CELLS ARE GROUTED GALV. COMMON NAILS BEAM SOLID; 8" EACH WAY OF BOLTS MASONRY BOND BEAM 12" O/C SEE SCHEDULE SEE SCHEDULE A ALLOWABLE UPLIFT = U:3980 LBS, L:1785 LBS (2PLY) TAP CONS MIN. 2" A ALLOWABLE UPLIFT = U:1870 LBS, L:710LBS (1 STRAP), B ALLOWABLE UPLIFT = U:9000 LBS, L:1310 LBS (4 WEDGE BOLTS IN RFUS) COVER 2" APART B ALLOWABLE UPLIFT = U:2430 LBS, L:1310LBS (2 STRAPS) REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR TYPICAL TRUSS/ TYPICAL ROOF 3 SCALE:3/4"=V-0 1 A 1 B SCALE: 3/4"=70" GIRDER CONNECTOR(S) 2A 2B SCALE:3/4"=1'-0" GIRDER CONNECTORS) 1 7 , (2) 2X4 No.2 SYP DIAG. F 3/4"T & G SUBFLOOR GLUED AND EA. 2x4 BLOCKING BETWEEN R SCREWED AS PER SCHEDULE TRUUSSSS (DIDI (3) 12d @ TRUSSES WHERE TAG. BRACE TO X-BRACING IS PRESENT AT LSTA12 20 GAUGE VAT ON W/ 10dx1/2 HPG COMMON N ILS. PER ELEVATION @ EACH END TOTAL OF 10 SERIES BACKER BLOCK THICKNESS 4500 3/4" WOOD PANELS 6000 (2) 112"WOOD PANELS 60 (2) 1/2" WOOD PANELS 90 2x LUMBER COVER5 TRUSSES) 4'-0- O.C. (AT SHEATHING 0'-0" TO 30'-0" (1) "X" BRACE SEAMS) 30'-1"TO 60'-0 (3) "X" BRACE �1 6' 0" MAX (W/1 X4) (1) "X" BRACE @ CENTER SECURE 2x8 PT. PLATE pp (2) "X" BRACE DIVIDED EQUALLY TO BLK W/ 1/2" DIA: FOR 10-4- MAX (W/2X4) V FROM CENTER TO END. ANCHOR BOLT W/ 2" WASHER SET IN HIGH 2x WOOD FASCIA STRENGTH EPDXY 6" * DIAGONAL EGABLETOO PER LEVATION BACKJOIST WITH BACKER BLOCK BTM NHOR EE BRACING, S PRE-ENG GABLE TRUSS SECURES CUR 8 P.T. PLATE W/ 12d s 8 PRE-ENG I -JOIST PLAN FOR LOCATION STIFFBACK (AS PER O.C. MAX 5/8" GYPSUM BOARD OR 1/2' HIGH o nl jr J } 4 MAY NOT BE REQUIRED TRUSS ENG) CONT. 2x4 SECURED W/ STRENGTH CLG. BOARD F- a 1— (2) 10d's @EACH TRUSS SECURE 1-JOIST TO TOP PLATE TO BE INSTALLED @ w/ (2) 12d TOENAILS —BTM. CHORD OF 10'-0" O.C. MAX. WOOD ROOF TRUSSES DOUBLE TOP PLATE HTT4 W/ 5/8" A.B. WITH SEE SCHEDULE FOR 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE MIN. 7" EMBEDMENT TO SLAB & (20) 16d x 2 1/2" NAILS TO POST., BOND BEAM REQ. - BE PT POST TO SIT DIRECTLY SERIES BACKER BLOCK THICKNESS 45000 3/4" WOOD PANELS 60D0� (2). 1/2" WOOD PANELS 60'. (2)1/2" WOOD PANELS 90 2x LUMBER BTM. PLATE TO PROVIDE DBL. TOP PLATE ON SLAB 1 x4 BTM. CHORD BRACING 6'-O" O/C END WALL OR OTHER PROVIDE BLOCKING MAX., OR 2x4'13TM. CHORD BRACING END TYPE CONDITION, IF 1/2" GYP. WL. BD. 10'-0" O/C MAXSECURED W/ (2) 1 Od DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSznONTYP. BTM. CHORD BRACING BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE:3/4"=V-0" LVL/WOOD POST CONNECTIONS `J 5 SCALE: 3/4"=l'-O" -JOIST CONNECTION @ L.B.W. 24" 24 MAX w/ JOIST SCALE: 3/4"=,'-o (N O UPLIFT} $^ MAX. SPACING 6„ 7„ 7„ 6 7„ 7" 5„ 5, END w/I-JOIST TR SS BR BTM. PMAX SEE FRAM NG PLAN TYP: TYP �yp, END OF MAX MAX MAX LEDGER BD. . nloTCHDEPTH I/a*D O O O O O O O c FROM 3/4"EXP.7 _i: THE USE OF ALTERNATE MATERIALS MAY BE 1 /2" E 2X8 SYP P.T. BOLT/J-BOLTW/(2" LEDGER BOARD. W EDGE LEDGERBOARoTG.. BOLTIJBOLTW/2" USED SO LONG. AS THEY CONFORM TO THE `• L= HOLE EDGE >5/8" CV WASHER & 51/2" TO BE USED 1. ENSURE THAT EXP. BE USED WITH I -JOIST WASHER. & 51/2" 111 MINWITH I -JOIST MIN. EMBED. (TYP) FOLLOWING T HOLE DIAMETER . EMBED. (TYP) BOLTS/J BOLTS ARE PLACED - INTO GROUTED CELLS, 8 ALL <2/5*D SGL. STUD AROUND BOLT FRONT OUTER 1/3 OF 2 SPLICE OF FRONTAND REAR LEDGER 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS LEDGER SHOULD LAP A MIN OF A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS SPAN ONLY D G A B & BB . 'I m _ EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES A USP TFL1716 G < 1230 LBS, 4 < 140 LBS W/ (2) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN. 00 3. ALL BOLTS TO HAVE WASHERS _ � H LE EDGE >5:8 (2) 2C12 AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND O 00 - 4. EXP. B L B LTS SHOULD ?i EMBED 6 '10d GALV. COMMON NAILS TO HEADER AND 2 10dx1 1/2" GALV. COMMON 0 TS/J O (. } (.) NOT BE ANY CLOSER THAN s SYP PT. ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE _ NAILS. TO JOIST FL#17241 Oz THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO B - USP TFL2316 G < 1230 LBS, U < 140 LBS W/ (2) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN. O0 5. ONLY LEDGER IN DIRECT °' EMBED 6 1 Od GALV. COMMON NAILS TO HEADER AND 2 1 Odxl-1/2" GALV. COMMON A USP RT16A (FL#17236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, f1,. O O (2) 2X8 CONTACT (REAR LEDGER) WITH HEAR AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE NAILS. TO JOIST FL#17241 SYP PT CMU REQUIRED TO BE P.T. LEDGER SUBJECT TO F1 AND F2 FORCES. BB- USP THF23160 G < 1335 LBS, U < 140 LBS W/ (2) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (22) 10d GALV. COMMON NAILS TO HEADER AND (2) 1 Odxl-1/2" GALV. COMMON BTM. HOLE DIAMETER NAILS. TO JOIST FL#17241 PLATE <3/5*D DBL STUD C - USP TH035160 G < 2280 LBS, U <'265 LBS W/ (4) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (12) 1Od GALV. COMMON NAILS TO HEADER AND (2) 1 Odxl-1/2"GALV. COMMON MI NAILS. TO JOIST FL#17241 cl D - USP HBPH7116 G < 4140 LBS U < 1610 LBS W/ (8) 3/4"0 WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (16) 10d GALV. COMMON NAILS TO HEADER AND (10) 16d GALV. COMMON NAILS. TO JOIST FL#25749 FLOOR JOIST LEDGER SCHEDULE MARK A' SIZE DOUBLE SYP 2x8 BOLT SIZE 1/2" END SPACING 8" MAX. I CENTRAL SPACING 24" O/C MAX. B DOUBLE SYP 2x12 1 (2) 3/4" 1 8" MAX. 1 24" O/C MAX. WOOD LEDGER ALTERNATE MATERIALS STUD NOTCHING Q ATTACHMENT DETAIL 11 v SCALE: 3/4'-1' 0' SCALE: 3/4"=1'-0" AND BORING LIMITS I -JOIST WOOD LEDGER DETAIL SCALE: 1 1/2"=1'-0" 1 O SCALE!/4"=V-0" FILE C01 Lwww.abdesigngroup.com S. APOLLO BLVD., SUITE 202 RNE, FLORIDA 32901 321-S02-3591 A #: 0003325 49 11011 TREC ti CREEKSIDE ' LOT #53 PROJECTIV 04321.200 053R1 MODEL : 4EHB "2605— HAYDEN" GARAGE SWING: RIGHT PAGE: DETAILS' ( I —JOIST) 160 MPH EXP. C ARCHrrECT. STATE OF FLORIDA SET 1 1 2019 micHAEL O. ANDERSON AR NO 17305 PRINT 14 DATE: 10 19 / / SCALE: 1/4"=1'-0" 1 SHEET S3.IA USP LFTA6 W, 4 , #8 WOOD SCREWS x 2" (16) 8d COMMON NAILS 2x STUDS LONG @ 3" O.C.; USP LFTA6 W,' (16) 8d EACH END - STAGGERED COMMON NAILS, EACH FL#17244 #8 WOOD SCREWS AS SHOWN END EVERY STUD OR ON EACH END OF "BUNDLE" x 2" LONG STAGGERED O O.C-; OF STUDS — CENTERIOFF „ `^� DBL. 2X8 SYP #2 LEDGER. SEE BOLT SCHEDULE. PLYWOOD FLOOR 3/4" AS SHOWN NI 1 O/S3.1A. J— PERSHEATHING — 8" CMU WALL REINF PER PLAN 8" CMUREINF PER PLAN ELEVATION 3/4 �3/4" PER ELEVATION p �Z N SCREW PATTERN �� - SCREW PATTERN wp I -JOIST (SEE 0 �zo 00 o�Q N FRAMING PLAN) � MUu PER ELEVATION w m —z m PER ELEVATION (2) 2x4 P.T. W/ DEL 2X12 SYP #2 LEDGER. SEE g�" M I -JOIST (SEE MASONRY NAILS BOLT SCHEDULE, 10/S3.1A. 2x4 P.T. CEILING FRAMING PLAN) NAILER W/ @ 12" O.C. MASONRY NAILS Ip USP SPTH4/SPTH6 BTM. 1X2 FIRE -STOP h C@ 12" O.C. I -JOIST — LVL PLATE STRAPS W/ 10d x 1 1 X2 FIRE -STOP 1/2" HDG NAILS FL#17239 " SECTION DETAIL SECTION DETAIL WALL / FLOOR FRAMING, AT I -JOISTS PERPENDICULAR AT I -JOISTS PARALLEL I -JOIST PARALLEL TO WALL q TO EXTERIOR WALL (DTIQO EXTERIOR WALL 1 NOT USED 2 SCALE: 3/4"=V-0" SCALE: 3,'4"=1'-0" SCALE: 3/4"=1'-0" 5 NOT USED 6 NOT USED NOT USED PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES - STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS 4'-0" O-C. (AT PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) @ 24" O.C. NOT SHOWN FOR CLARITY) MAX e 2X4 DIAGONAL BTM. CHORD - PER ELEVATION BRAOING. SEE PLAN FOR FOR STRAPPING • PRE-ENG ROOF TRUSS LOCATION VERIFY 0TRUSS PLAN TRUSS TO TOP PLATE 5/8" GYPSUM BOARD OR 1,2 HIGH SECURE 2x6 PT. PLATE TO BLK STRENGTH CLG. BOARD A -USP MTW-12 U < 1195 LBS 44/46 SYP NO.2 W/ 1/2" DIA- ANCHOR BOLT W/ 2" W/ (14) 10d GALV. COMMON SECURE TRUSS TO TOP PLATE w/ (2) WOOD POST TO WASHER SET IN HIGH NAILS. 16d TOENAILS SLAB. SEE STRENGTH EPDXY 6" MIN. B - (2)USP MTW-12 U < 2390 DOUBLE TOP PLATE SCHEDULE EMBED. AT 32" OC MAX. LBS W1 (14) 10d GALV. BELOW FOR SECURE GABLE TO 2x8 P.T. COMMON NAILS EA. 2x4 OR 2x6 WOOD BEARING CONNECTION PLATE W/ 12d's 8" O.C. MAX WALL W/ SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE CONC. POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL TOP PLATE o. PROVIDE BLOCKING USP SPTH4 OR SPTH6 BTM 1;2" GYP. WL. BD. AND TOP PLATE ANCHORS W,/ - SECURE BT. PLATE TO SLAB W! 10d x 1 1/2" COMMON NAILS L ALL HOLES: DO NOT USE 1/2"x9" WEDGE ANCHOR W1 2' CONT. 2x4SECURED W,!(2)10d's@FIL EACH FILL ALL WASHER SET IN HIGH STRENGTH TRUSS/WOOD POST CONNECTIONS TRUSS TO BE INSTALLED @)10'-0" O.C. MAX. EPDXY 5-1/2" EMBED. MIN.9 16" 1 Oa 1 Ob 1 OC OC MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL ARUSPI°ws2<1111 CONNECTION W/ (14) 10d GALV. COMMON NAILS- FL#17244 8 SCALE: 3/4"=1'-0" * B - USP HTW-20 U < 2045 LBS W/ (20) 16d VALV. COMMON NAILS. FL#17244 C - USP MUGT/PHD4A U < 3715 LBS MUGT TO TRUSS VV/ (4)10d GALV. COMMON NAILS TOP, (6) 10d GALV. COMMON NAILS FACE, (12) 10d COMMON NAILS BACK, (1) 5/8"°AT- R. TO PHD4A AND (10) WS3 WOOD SCREWS TO POST FL#1 7240/FL#1 72419 TRUSS CONNECTION @ L.B.W. POST TO SLAB CONNECTION FILE Cppy 9a 9b SCALE: 3/4"=V-0" A&B - USP PAU44 POST BASE <U:2,265 G6,775 W/ 5/8 DIA. x 6" EXP. BOLT FL#17239 USP PAU46 POST BASE <U:2,265 G:13,815 W.1 5/8 DIA. x 6" EXP. BOLT FL#17239 C - USP HTT4 POST ON SLAB <U:4,465 W/ 5/8" A.B. WITH MIN. 7" EMBEDMENT TO SLAB & (20) 16d x 2-1/2" NAILS TO POST. FL#17324 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-802-3591 www.abdesigngroup.com 116 AA #: 0003325 F W Q Chi W 0 0. a 4 F A E4 ti SLMDIV. 8e LOT: CREEKSIDE LOT #53 PROJECT* 04321.200 053R1 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: DETAILS (I— JO IS T) 60 MPH EXP. C ARCHFECT: OCT 17 2019 MICHAEL C. ANDERSON AR NO V305 rJM.LJN' DATE: 10 14 19 SCALE: 1 /4"= V — 0" SHEET S 3 . 1 551 S. APOLLO BIND., SUITE 202 MELBOURNE, FLORIDA 32901 PH:321-802-3p91 www.abdesigngrou .com AA 4: 000332P W 1 Y s x I C4 :a U o$ W k ti F 0. v 03 W O F A h Eti a CREEKSIDE LOT #53 PROJECTS 04321.200 053R1 , MODEL: 4EHB "2605—HAYDEN" GARAGE SWING: RIGHT PAGE: DETAILS s L610 W H EXP, , AHCHTECT- STATE OF FLORIDA OCT 17 2019 M CHAEL C. ANDERSO A,','3 NO 17305 DATE: 10/14/19 SCAT 1/4"=1'-0' I SHEET �f S3.1 J 14'-0„ 1 4 2.1 2.1 J � I W - im d W LL - � 10'-0 3/4" TOP OF DECK OPEN i x ` ❑ -< C? I•I x, ❑ 10, 0" 81_01, I - -I a ----- ------------------ J 18'-0" 21'4" e^ �I i SECOND FLOOR DECK PLAN • SCALE: 1 4" = V- ! 0 q 551 S. APOLLO B'_VD., SUITE 202 MELBOURNE, FLORID 32901 PH:' 321-802-3591 www.abdesigngrouip.com AA #: 0003325 rF rq wy U W 2 0 F a z r F a � r E y (u. V c; CREEKSIDE LOT #53 PROJECT# 04321.200 053R1 MOT-: 4EHB "2605-HAYDEN r GARAC;E S W IENGF - RIGHT SECOND.; FLOOR DECK PLAN 160 MPH EXP., f. STATE OF FLOR DA T 17 2019 MCHAEL t: ANU' oFtt NO 1730 PINT -d DATE: 10/14/19 { 9CALE:1/4"=l'-0" ! ; 1�ET ALE �+�ip y � SA . F e 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-8023591 www.abdesigngroup.com AA #: 0003325 W U W 0 F 0. U D3 W A F A CREEKSIDE LOT #53 PROJECT# 04321.200 053R1 MODEL: 4EHB ,F es 2605-HAYDEN 0ARAGE SWING: RIGHT z SAGE: SECOND FLOOR DOWEL PLAN Rl Y� C AAPH HE C ARCHITECT STATE OERLORIDA OCT 17 2019 MICHAEL C. ANDERSON �sAR NO 17305 11 C & 710/14/19 SCALE: 1/4"=1' — 0" SHEET S4.2 FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTAi6 W/ (9) 1Od'x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOORi' USP LPTAW/{10) 1Od x 1 1/2" HDG NAILS, WOOD TO WOOD: USP•RT16j OR LUGT2 W/ 1 Od 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. SUBMITFINAL 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" ° x 2 7/8" LONG, WITH WASHER Ca 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS _ NOTED OTHERWISE. HEADER SCHEDULE SIZE & MARK' DESCRIPTION REMARK 1D (2) 2X8 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL/T%O.A. =TOP OFARCH /T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION PC (psi) SIZE W'xH' REINFORCEMENT STIRRUPS REMARKS STM. TOP MID SIZE SPACING 3131 MASONRY 3000 8x16. (1)#5 1 (1)#5'- N/A' OV14 GROUTED SOLID BB2 MASONRY 3000 8x8 (1) #5 — ' N/A '' — GROUTED SOLID ` -- `♦ 8F16-iT/OM/OB 8F16-iT/OM/OB -- — 8F16-1T/OM/OB 1 `♦ 1 ♦, 1 ; 1 1 ♦%♦ 1 7 GT , ♦♦♦ 1 ♦♦ 1 1 i 1 1 ♦ I U.N.O. PROVIDE BB2 WHERE 1 1 ♦, J* ROOF TRUSSES BEAR, 1 ♦♦ � TOP OF WALL EL 10'-0" 1 1 ♦♦ I� 1 ♦ 1 ♦ ♦ 1 1 ♦♦ 1 1 �� 1 % 1 1 1 � % 1 1 _41 �'♦ 1 1 ♦♦ 1 ♦♦ 1 1 I4* 1 1 ♦ ♦ 1 1 1 ! I40P 1 I GTOR I 1 ## 1 1 �44P ♦♦ ' o F ♦ %` 1 v 0 1 ,I c7 GT 1 I %% 1 �I I� � 1 I< Z __ ._ 8F16-iT/OM/OB �� ♦% 1 0 —� Ir------� 1 1 1_---------•J 1 ♦ 1 21 ' I, 8F16-1T/0M/0B 8F16-1T/OM/08 8F16-1T/0M/0B♦ ; SECOND FLOOR LIFT BEAM PLAN FILE CCU I 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-SO2-3591 www. a b d es i g n gro u p. c o rn AA # 0003325 [E- w 0 F 0. w 4 F A F..__ a M$ SUBmv. 8e LOT: I CREEKSIbE LOT #53 PROJECT# 04321.200 053R1 s MODEL: 4EHB "2605—HAYDEN" GARAQE SWINC;: RIGHT SECOND FLOOR LIFT BEAM PLAN ;:a 60 MPH EXP. ARCHITECT STATE-OF-FLORIDA OCT 1� MICHAEL C. ANDERSON AR NO 1�505 �u' `: 10 14 DATE19 / / SCALE: 1 /4"=1' — O" SHEET S 5 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) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 1 Od 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 SUPPQRTING'STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION ,THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINALTRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9.°PLACE 2APT`TO ALIGN WITH TOP AND BOTTOM CHORDSOF ROOF TRUSSES SECURE 2k MEMBERS TOWALL WITH HILTI X-ZF, POWDER ACCTUATED 1 FASTENER, ZF 72 P8S36, 177°' °x 2 7/8" LONG, WITH WASHER @ 16" O.C. lb. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11, WOOD BEARING WALLS AND HEADERSHAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12.'ALL ELEVATIONS ARE REFERENCED FROM G-O", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER %"NINEER NOTES'd 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL PE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS - WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS A14E NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE SIZE & BASE PLATE OR REMA ' MARK DESCRIPTION REINFORCEMENT WD-1 4X6 (3Yz'x5Yz") SYP. USP HI W/5/8" DIA 5/S3.1A PT., WOOD POST x 5" EXP. BOLT CONNECTOR SCHEDULE II €ONEROLDATC01U5-17 M I USP SIMPSON NNI LISP SIMPSON DIES. UPLIFT GRAVITY OLS. UPLIFT GRIWIY WIENER FASTENER IlA 16-18 1625 MLIA-16 19W 1))1 ar lOtlXil/2'1-0LY, (]11fid2 2-PLY, e-< "; (81 IDtlx 11'2" 1-PLY I61 Y,.CMBO14'- p (1O110tl x11/2"1PLY,LMBE 4" I.' 6,F°" " lye O>�xll/Y 1-0LY,FMBFU4 (2111TR 1fi-18 2430 IT META-18 ADD (1p1 ifid 2-PLY,LMBLDI" ILA 116d 2-PLY, EMBED 110110d X 11/2',(8116d2-PLY LMBLDe - (9)10dx 11/2"1-PLY,O1fid2PLY, LMBLD9 HE 16 1870 HEIA-16 AID : El A20 187D HEIA20 1810 (10110d x 11/2', 181 IW 2-0LY, EMBLD4" (9)10dx 11/2"1-PLY,( ) Ad2PLY, EMBED 4' 2035 (12130d x 1112", 1-0LY, EMBED 4" (10)10dx 11/2'1PLY, IMBED 4" } K (2)111 A-20 2430 (2)1 IL1A 10 2500 , (]OI16d 2RLY,LMBLD4' (1216d2PLY;EMBFU Z O LUGT.2 2260 LGT-2 2150 BM(5)1/4`x3'WetlBe BO t+Andlms.l(IOOD(16110d (]) 1/4 x21/4".q 11 UN WOOD 11fi)lbtl 1 PLY Au ERNA1L USL OE (2) III Ado ACCLPI ABLL (18) 10dx11/2, 1 PLY ALI LRNAI L USE OF(2)1IL1 A-20 ACCLv1 HULL Q OHIA-20 2430 GET AL-20 2480 (101- Lod [11/2, MUG115+ 4175 MCI+ 3965 (1)5/8'p.T.fl. INIIIGII STRENGTH CPDXY (MIN. 12"[M6N), 122110d TOWWO) 1)5/8 ATR IN IFIGI IbTFENGTI 1 EPDXY ( MIN. 12"EMBED),2210d10 WOOD IIUGII+ 9790 - I1G1-2+ ID980 WOOD 18110d. MASONRY (2)3/4•ALR''.. (2)3/4 A T R N411GI1 PDXYMIN I2'CMBCD 16 IDWO WOOD ftCNGTIIE ( LI I IIUGT3+ 9860 IIGT3+ 10530 WOOD(91100, MASONRY (2) 3/4'AI.R 12)3/9' AIR IN HIGHIRENGiH EPDXV(MIN 12" EMBED), (16) 10d 10 WOOD LUGT-3 3525 LGT3SDR5. 3285 CONC(413/8'X5'Wedge-BaN+AndI W000(12) W525 (12)SDS 1/4x]AOGI ULH, (413/B x5111 EN HU 10 WAu 1210PARALLELIOWd11 UVIA 1510 PARAl11L10 WALL L1A2 1210 PLRPLNDICULAR]O (10)10dx 11/2' (10)10d x11/2 14]1510PANDICULARTO WALL WALL MUG115. 4175 VGl 4940 'w - (1)5/8'A.TR IN I I IG I I STRENGTH EPDXY(1411W 12 EMB§),(4)At!TOP/(6) 10d FACC/(12) 10d BACK OF TRUSS (1)5/8 AT.R. IN IIIGII TR ENGTI I E FOXY(M IN, 12"CMBCD), (16) SOS 1/4"x3" A.T.R. IN I I IG I I MENGE)1 EPDXY 11112 EMBCDI)PI 10d (2)5/8 A.T.R. IN IIIGII TRCNGTII EPDXY (MM. 12"CMBEO), 132)9D51/4"x3" IIUGI 7185 12)V61. F185 li. a)WS' MTW 12 1195 MES-12 1000 I1./)NMi11f2 ,11Q ]N 14110d%11/2" I ITW 16 1260 111 1150 01dx1]/Y,(i iDd (16)lOdxsgr/ HiW20 1530 H1S20 1450 ]II1dX11JY,(20I SOd (24)lOd%11}2^,. HIW29 1530 II15-24 1450 ' (Bf)]Odll l/Y,(201NM (24)10d x 11/2' L51 IZN L930 LS1A-12e.. 925 '(101N1d - (10) 10d LSIA 19— 1235 LSTA-18+ 1235 (14)10d jp (14)lOd MSTA-A, 1310 MSTA 18- 1315 YL : (1A)llld 114)1Utl MSIA-24— 1643 'M51A-24« 1640 Y i(18)]Od (18)IOd MS1A-M— 2065 MS1A-30w 2050 (221NM 4 (22)10d Q MSTA-36« M65 MSTA-36+h 2050 (w1w - - (26)10d %I K9I236 3890 MSIEM 3800 1 (36)10d %11f2" KT5I248 51Q MSTIJB 5065 4811Ddx1yY : - � (48)IOd%11/2" UP AB 1210 H6 95C [16) IN! x 13/Y, tM)BI) r (8) 8d TO PLATES, (8) 8d TO STUD§ SR124 1030 SP4 885 (6)lOdro51U1K(61NMro Pu 1 :. h''-16)10d x 1 1/2TOSTU 1 MP34 5251NH@160% A34 515 IN Fl@ (4)edxl l/2"IOBEAM, M)Sdx11/Y l0 PO51 BEAM, (4)8tlx 11/2'108tA 1/210 POSI HHOd2 I 8OD HI 645. (30110dx1]J2'10114Ui�(l%liftlXl,1/2".IOPWIL 'j (32)10d%11/2' N116A - 1380 HIM 1140 (9)lOdx 1 Im 10 llftl f,1a Xi1,," /2 10 PUIOL 'x11.: A)Ad%11/2':: MUGl15&PIIIMA 91]5 VGl &11004 4565 (2hloaromu5alwtws3 36 LWSTOPOSTW TIIRCADCDROD - 116FSDS1/4x3'TOW(00, (10 $DSl/4"x21/2"W/TIIREADCDR00; (2)NUTS/WASH ICR/2 PLY M UG 115&PIHAA 4175 VGl&I111 4940 (25)LId ID TRUSS, 101W54 WUOD SCALWS TO POST Wf. AIREAOLO ROD (16)SDS 1/4"A"TOW 00,(31-3/4'STUD 80 LTSW(TI TREADED ROD,(2) NUTS/WASI ICR/2PLY PAU44 2535 '6275 ABU 442 2200 fiW51 (1)5/B•AI.R.IMPOSE! 51RENGI H EP09Y,.(MIN ] LMBIL JNCONC,112) 16d10WOD0 - (1)5/8"AI.R IN HIGH TRLN61 H EPDXY (MIN:]" EMBED.) IN DONE,(12)16d 10 WOOD PAUW 2380 16005' AeU 66L 2300 1315/M.A1.R-N HI611 SIRENG111 LPO Y,:(MIN.] LMBLI))NCONC, (12116d10WWO-(1)5/8"A.1.R.IN IIIGII IRLNGIII LPO%Y,(MIN:]"LMULU.) IN CONG,112116tl10WWD - Y, (MIN.]^LMUCUJ.NCp1G, (8)1Od10W000 (1)3/4"A.T.R.INIIIGII "IRLN6I1ILPDXY,JMIN..]"LMBLO.)INCONC,18)lW]OW000 L1S19 +++ 1205 L1119+t+ 1340 1113/PA.I.R:N1061151RLNGTILPU A.I.R. RI Iiffit I W RUNKET LPDX$(MIN.]'LMBEDIINCONC, (30)]Odxl-1/210 WOOD (1)1/2"A.1:R.INIIIGIf.'1RLN6III tPO%Y,(MINT.IMBLU.)INCONC., (30)1Otl10 WOUD' K Ll S20B+++ 1100 012011. 1500 6 1133/4- O INIIII SIBENGT I EPDXY (MIN.J EMBED) IN OONC, 118) Ad X 21/Y - (1)5/8' A.T. R. IN I I IG I I �TR ENGTI I EPDXY EMBCDA IN CONIC, 126) I6d X 21/2" 2 111195 41fi0 11114 4235 1115/8'A.T.R. .(MIN:]". INN16H M.ENG10 EPDXY(MIN]' EMBED) lllO (1)5/8" A.I.R. IN HIGH. T RLNGI H EPDXY(MIN. T' EMBLO,) IN GOING., (N) 16d% 21/2" Z IITT45 5005 IITlS 5090 1 11)5/8'A.I-B. ,126116JX21/Y Q UPH011+ 14395 111[DOl1-506 11910 - (11 Y Al A IN I Mw StRLN6141 LPO%Y,i:(MIN. 30 LMBCD)INOONI(24)WSI WOODSCALWS Il)1 A.1.N INIIIGIISI LNGIIILPDXY,(MIN 10"LMBL0)INCONC,(24)SMSf x2WWOODSCHI.WS 25+ 10OXY,(MIN.T' - 6525 5/8'A:B. 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PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE ROOF/ WALL/ FLOOR MIN. 5/8 CDX EXT, PLYWOOD, WITH'8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED SHEATHING PANEL EDGES AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS: SEE FASTENER SCHEDULE DETAIL. ROOF SHEATHING 'TO,GABLE END FRAME USE 8d GUN NAILS @ 4" O.0 EDGEWISE 2x4 A BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA. SHANK TENSILE STR. SHANK" 8d RING SHANK, 2 1/2" 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! I 2. INTERNATIONAL STAP E, NAIL & TOOL O.C. MAX. IN FIRST 2 FRAMING ASSOCIATION (ISANTA) ESR-1539 SPACES AT EACH END. —� 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 AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND Bd RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7116" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING 8d RING SHANK GUN NAILS @ 4" O.C. FOR GABLE END FRAMING TOP & BOTTOM EDGES J y I\ LU Z zw z0 V @i Cn Z Lu Q Z Z(D -3Do 0LU C7 LU Z z `L CJ 2 U Q U of O fz: o z 0Cc Z 00 ) C7 w 8d RING SHANK GUN NAILS z @ 0 6" O.C- IN FIELD `rz U O 0 V Z 07 TYP. EXT. SHEATHING ATTACHMENT FOR ROC TO BE STRUCTURAL GRADE) J_ < Zcn Q Z ' ¢ w �' Y 2 fr I.U. w w U 8d RING SHANK GUN NAILS @ 12" O.C. IN _ U 1— U FIELD or 8d x 2 1/2" SCREW SHANK to 1 O PNEUMATIC SCREW NAILS @ 12" O. N z co FIELD z 0�0 0- (O.S.B. 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 STRU TURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC R 2017, 6th EDITION ACI 318-1 , BUILDING CODE REQUIREMENTS FOR STR CTURAL CONCRETE, ACI 530-13/ASCE 5-13 AISJ 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 B 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. FOILLOW. 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 COMPL ETE. IT'ISTHE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING f RECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS, THE CON rRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIRE ENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. DO NOT CALE 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-c9fturrent 10 psf BTM CHORD -non-c9h6urrent II, DEAD LOAD DEAD LOAD 15 pat TOP CHORD 20 psf TOP CHORD (7 psf w/ ASPHALT SHINGLES). (10 psf w/ No GYPCRETE)',, 10 psf BTM CHORD psf sf BTM CHORD DEAD LOAD TO RESIST W'ND UPLIFT: 1 Opsf BALCONY LIVE LOAD 60 psf STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED 160 MPH 3- GUS T SECOND (ASCE 7-10 (FBCR2017) EXPOSURE C, RISK CATEGORY II) LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED 11 A 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". MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON PROVIDE 64JIIG CONTINUOUS POLYETHYLENE VAPOR BARRIER MEM 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 STRUCTURALDEPENDING ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM Al85, 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,T-0" OC, EACH WAY. REINFORCING STEEL: REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE @EFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 60 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 DRAWING§ FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEPULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW. - TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 PAR - 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 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 N - 0.20R BETTER . Fb - 1100 PSI AND A MO DULUS 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 OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT CONTAINS MORE THAN 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 FASTENING'S" 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 0.039" AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446; GRADE A, AND %HALL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD. TRUSSES IN ACCORDANCE WITH TPI-1 4, "DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "TPI/WTCA BCSI1" 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 SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND WALL-5 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 STORAG , 2Dpsf, HABITABLE ATTICS AND T'I ICS;SERVED WITH FIXED STAIRS:;30psf, BALCONIES (EXTERIOR) AND DEC. S:.40psf, GUARDS AND HANDRAILS 20009f,.GUARD IN FILL COMPONENTS: 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL (VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM:40psf, SLEEPING ROOMS' 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS. OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40psf :. MASONRY. PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL. ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (ACI 530/A®CE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR SHOP DRAWINGS WILL BE REVIEWED FOR G COMPLIANCE GENERAL C WITH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS I .AND PLANS ARE PROVIDED RE FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED 9N THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY- OF THE CONTRACTOR TO VERIFY BE H PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. - PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK TWO -CELL HOLLOW CONCRETE MASONRYREGULARSIZE BLOCK THE TRUSS .TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED ®Y THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. RED IN ONFOR C-9Q QRADE f'tn = 1500 PSI. BLOCK SHALL BE PLACED USING .MANUFACTURED IN.0 OF THE DELEGATED TRUSS ENGINEER. WIND: UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO. BOTTOM OF TIE BEAMS BEFORE SS OTHERWISE NOTED. ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PRWIBITED - PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH - Mr c ' '- WITHOUI(THE EXPRESS WRITTEN PERMISSION FROM THE.ENGiNEER. IN ALL INSTANCES, THE CONTRACT ASTM-C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS. ALL AL FRAMING SHEET MET G CONNECTORS SHOWN ON THE PLANS 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. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION WITH THE 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 EXCAVAI IONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT 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 PREPARATION EFFORTS. LOCATIONS -FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AN6-RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. 148 BAR DIAMETERS)., U.N.O. CONTRACTORS EXPENSE, AND AS DIRECTED BY THE ARCHITECT WRITTEN. CERTIFICATION THAT THE = MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS. HAVE BEEN MET SHALL 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: q3 , = 36 ksi FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B, f , 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE Fy = 46 1, 5 UCTURAL PIPE SHALL BE ASTM-53, GRADE B,.TYPE E OR S, Fy = 35 ksi. TUBE AND PIPE zt 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE _ , COLUMNS si L BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL CONTRACI OR SHALL SUBMIT PROPOSED N/IX DESIGNS WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5"+1- 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 TOTHEMIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A '.. DELAY IN SUCH THAT A BATCH: IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED. CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A. 3" FOR CONCRETE CAST AGAINST AND. PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FO CONCRETE EXPOSED TO EARTH AND/OR WEATHER'.. - 1-112" FOR #5 AND SMALLER " FOR:#6 AND LARGER C FO CONCRETE NOT EXPOSED TO WEATHER - 3/4 FOR SLABS, WALLS AND JOISTS 1-12" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION SIZE TYPE SPACING REMARKS APPLICATION SIZE TYPE SPACING REMARKS '81 O/C 1/4"DIA.,.: NO WASHER. TAPCONMASONRY FASTENER 1 x2 PT FURRING TO MASONRY / CONC. CASE HARDENED COIL NAIL 1 V2" LONG. GARAGEDOORBUCK TO MASONRY/CONC. 8;p/C 11/2"EMBED., 4" END DIST., 7 1/2" EDGE DIST. WINDOW/DOOR/ FASTENED INTO MASONRY/GONG. GARAGE DOOR BUCK TO MASONOWCONC. 12" DIA W WASHER EXPANSION BOLT 24 O/C 4" EMBED., 4" END DIST., 3" EDGE DIST SOD, AL EXT DOORS ix PT SEE NOTE 6 CASE HARDENED COIL NAIL 1 1/2 LONG. 9" O/C STAGGERED CASE ED COIL WIIWOMASONRYAS�T�EO METAL STR4P TO CONTACT THIS ENGINEER' FOR SPACING. 1 PITDEENOTE6 NAIL11/2 LONG. STAGGERED 'MASONRY/GONG, REQUIREMENTS EXT. SWING DOOR BUCK 2x PT, SEE NOTE 6 (2) 3/16"0IA. NO WASHER "TAPCON" FASTNER 18" O/C 1 1/2" EMBED, 8" END. DIST., 1 12" EDGE DIST. NON-BEARI NG MOOD WALL TO CONC: SLAB 12"^ W/ WASHER EXPANSION. BOLT 24 O/C 4" EMBED. VEND DIST_. 3" EDGE DIST. 2x. PT WINDOW BUCK 0.138"PAF x 21/8' 9" O/C 4" END. DIST., 1 12" PT TO STEEL COL., SEE W/WASHER STAGGERED EDGE DIST. NOTE 6 NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS ' 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECSAND / 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 SWIM DOOR WITH A WOOD DOOR FRAME. Ix MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. FILE COPY 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 svBDIV. & i.0T : 1 p� CREEKSIDE LOT #53 ]PROJECT# 04321.200 053R1 ODEL: 4EHB "2605-HAYN1"i" t GARAGE S WING . A RIGHT 3F PAGE: DETAILS " r't 60 MPH EXF"( x v?_ re` ._ ARCHITECT. STATE OF FLORIDA OCT 172019 MICHAEL C. ANDERSON AR NO 17305 " PRINT DATE: 10149 NI If 8 s d5=i SIC AT 1/4 1 SHEET( _1 1 TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS J'. Planning & Development Services Department Building & Regulations Division Product Review Affidavit FL # or Miami -Dade FLORIDA PRODUCT REVISION EXPIRATION Product Model # Manufacturer Glass Description Method of Attachment Building Design Product Design APPROVAL REVISION DATE - Pressure Pressure 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. FL5891.2 R6 12/31/2021 Swing door. g Smooth Thermo-Tru NA / Min. embedment of all anchors to be 1 1/4" (+36) / (-47) +67 ( ) / (-67) Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max, from corners, 11 3/4" o/c atjamb, 16" @ head. 1 1/4" embedment. Type 11 3/16' or 1/4" ITW concrete tapcon anchor. 6" max. from comers, 7 114" o/c atjamb, 10 1/4" @ head.1 1/4" embedment. Two additional tapcons midspan and one at lower frame required vertically each side. FL16103.1 R13 4/30/2020 SH Window Ply Gem 1500 Ply Gem Non Impact Install per manufacturers recommended requirements. (+38) / (-48 ) (+50 ) / (-50) Type 1: 3/16 or 114" ELCO Ultracon anchor 6" max. from corners, 14" o/c at jamb, 10" @ head. 1 1/4" embedment. Type 11: 3/16" or 1/4" ITW concrete tapcon anchor. 6" max. from corners, 8 1/2" o/c at jamb, 6" @ head. 1 1/4" embedment. Eight additional tapcons top and bottom required horitontally, one midspan 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 N/A -.., Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max. from corners, 14' o/c atjamb, 16" @ head / sill. 1 1/4" embedment. Type 11: 3/16" or 1/4" ITW concrete tapcon anchor. 6" max. from corners, 8 1/2" o/c atjamb, 10 1/2" @ head / sill. 1 1/4" embedment. Five additional tapcons top and bottom required horitontally,two midspan vertically FL16104.2 R5 11/30/2022 Fixed Window Ply Gem 1500 Ply Gem Non Impact each side. Install per manufacturers recommended requirements.. (+38) / (-48 ) (+55 ) / (-55) 114 concrete tapcon anchor. 2 1/2 `minimum edge distance. 6" max o/c from corners Builders Series 4780 w/ and 20 3/4" max o/c elsewhere top, vertically and bottom. 2 1/2" min embedment. FL14634.1 R4 12/31/2022 Sliding Glass Door Ply G@lit Non Impact (+33) / (=41) (+50) / (-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. �1_20461.17 R4 12/3112021_. Opaque single Smooth Star Therms=firu N/A Min. embedment of all anchors to be 1 1/4" (+36) / (=47) (+47) / (-47) ` door with transom Double Garage 3/8" x 2-3/4" Hilti sleeve anchors 6" from ends 22"O/C FL16107.3 R10 12/31/2020 16.20 73 W6 Clopay N/A (+29 )/ (=35) (+36) / (42) Door Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" dia. heads, long enough to penetrate through plywoo ,Trnto boards. Use 4 nails per shingle placed 6-1/8" above the butt edge, approx. 1" and 13" from each end and 1/2" FL7006.1 R10 12/31/2020 Roof IKO Cambfldge N/A above each cutout. Drive nails straight so that nail head is flush with, but not cutting (+36) / (=47) N/A into shingle surface. Miami -Dade approved corrosion risistant tin caps and 12 ga. 1-1/4" annular ring PL1S216.1 R6, „ ^"S2'/020 Underlayment Rhino U-20 InterW@b N/A shank nails spaced 6"O.C. at all laps and three staggard rows fastened 12" O.C. in the N/A (R7) (PENDING APPROVAL) field. Position Vent Flange eneath loosened shingles aligned w/ deck opening. Apply ASTM D 4586 or ASTM 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 lie on top of the shingles. Attach the vent with galvanized or stainless steel roofing nails having a min 12 ga 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 rL16918.3 R2 9/9/2026 Off Ridge Vent OFF -.RIDGE VENT WITH TAMGO 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 cement/mastic. Refer to and follow ALL Manufacturers installation instructions. AOR is not responsible for Errors, Omssions or interpritations of this Installation Method. Apply Roofing Sealant on all seams inside the Roof Collar. Apply Roofing Sealant along all (4) sides of the bottom of the Vent Flashing. Install in location under shingles to roof deck. Fasten Base Flang to Decking using 1 1/4" Ring Shank Nails.. Fasten Base Flange w/(1) nail ea corner @1" from edge Fasten each Side of. Base Flange using (3) nailes spaced nominal 5" apart and 1" from edge. Fasten Top and Roof Vent Bottom using (3) nails spaced a nominal 5" apart and 1" from edge for a total of 22 FL3792.4 R11 8/16/2021 (alternate) 770-D Lomanaco N/A nails. Seal all seams and nail heads and loose shingles. Refer to and follow ALL N/A N/A Manufacturers installation instructions. AOR is not responsible for Errors, Omssions or interpritations of this Installation Method. AOR is not responsible for Errors,' Omssions or misinterpretations of this Installation Method.. FL24161.1 NONE 12/31/2020 Soffit Variform Soffits PlyGem N/A FL24161.1 (+31.6) / (-38.8) (+77.0)/(-73.6) 1/4" x 20 stainless steel or ELCO Panelmate with minimum embedment @ 1 3/4" in Hurricane Panels Hurricane Storm concrete / masonry, 2 1/2" min. edge distance, 12" o/c max. spacing. Can be headed FL16293.1 R2 12/31/2019 Less than 6' span 24 GAGE panel MFG. N/A screw or all thread but with wing nuts. N/A + or-20 ps.f. 1/4" x 20 stainless steel or ELCO Panelmate with minimum embedment @ 1 3/4" in Hurricane Panels Hurricane Storm concrete / masonry, 2 112" min. edge distance, 12" o/c max. spacing. Can be headed FL16293.1 R2 12/31/2019 6' r -an or more 24 GAGE panel MFG. N/A screw or all thread but with wing nuts. N/A + or - 20 p.s.f. Install per manufacturers recommended requirements. FL17147.1 R4 6/27/020 ZipSystem Wall Sheathing Hub@f N/A N/A N/A Sheathing. 551. S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32S PH: 321-802-3591 www.a bd esigngro up.corr AA #: 0003325 6. 6 60 q I W W) a F cl a 2 V, o h � � r k rn w 0 U g q Pr i1 w e s, I• q 0 n li I k LUCIEUNTYTER PACTfJ:1ePRESS S1IvGL „GARAGE SWING: PAGE: i 4� 60 MIPH EXP. C ARCHITECT' STATE OF FLORID, h/n J MAR 13 MICHAEL C. ANDERSON AR NO 17305 3s PRINT 3/9/20 DATE: SCALE: 1/4"=V-0" SHEET FILEJC)ATE9.20 V A I CONTROL 00