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Home My WebLink AboutBuilding PlansAl 2 b 0 5 _1 _2 Ay I -..dB i • STATE OF FLORIDA SIGN CRITERIA: CERTIFIED BUILDING CONTRACTOR: -FLORIDA BUILDING CODE, RESIDENTIAL, 6TH EDITION (2017) ALL LOCAL AND STATE CODES DR HORTON HOMES .00CUPANCY — RESIDENTIAL, GROUP R3 1430 CULVER DRIVE NE •CONSTRUCTION TYPE — VB PALM BAY, FL 32907.; ' `' * MIN. INTERIOR FINISH - CLASS B BASIC WIND SPEED - Vult=160 MPH TEL: (321) 733-7092 MPH FAX: (321) 733-7972 .EXPOSURE — Casd=124 •1—STORY RESIDENCE — • 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 IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ,CONSTRUCTION BASED ON THE DRAWING SET. SQ.FT. CALC.'S 15T FLR LIVING 1104 SQ. FT. 2ND FLR. LIVING 1501 SQ. FT. TOTAL LIVING GARAGE PORC 4 COVERED LANAI 2605 43-1 III 80 SQ. FT. SQ_ FT. SQ. FT. SQ. FT. TOTAL 3233 SQ. FT_ A/C VOLUME 22403.2 CU. FT. ABBREVIATIONS ABV. ABOVE A/C AIR CONDITIONING ADL ADJUSTABLE ALE ALTERNATE AMP. AMPERAGE 131), BOARD C. CENTER LINE CAB. , CABINET CI.G. CEILING CLR. CLEAR. CONC. CONCRETE CPT. CARPET CT. CERAMIC TILE D. DRYER DBL. i - DOUBLE D.G- DUAL GLAZED IAA_ DIAMLTf'R DIM. DIMENSION DISP. DISPOSAL DP DEEP DR. DOOR U.S.. DOWNSPOUT DTL. DTTAB, D.W. DISHWASHER EA. EACH FLEV_ EI_FVATION EQ. EQUAL FXH. EXHAUST EXT. EXTERIOR F.G./PX. FIXED GLASS. F.G. FUEL GAS FIN. FINISH FLR. FLOOR FLUOR FLI JORESCENT PR DR FRENCH DOOR FTG FOOTING GA GAUGE GAR DISP.. GARB DISPOSAL G.FA_ GROIJNCO-FAULT CIRCUIT INTERRUPTER GL. GLASS GYP. BD. GYPSUM BOARD - H.B. HOSE BBB H.C. HOLLOW CORE. HDR. HEADER HGT:.OR H' HEIGHT INSUL, :I INSULATION INT. ' I SINTERIOR LAV. LAVATORY LUM LUMINOUS M.C. MEDICINE CABINET MFR. MANUFACTURER MN. MINMJM M.T. ME''FAL THRESHouP MTD. MOUNTED MTL.. METAL ' N.T.S. NOT TO SCALE O.C. ON CENTER PL PROPEM LINE P.B. PUSHBUTTON PH. PHONE, PLT PLAIT; PLYWD PLYWOOD PR PAIR. .:F P.T PRESSURE TREATED R. RISER RAD RADIUS R.A.G. RETURN AIR GRILL REF. REFRIGERATOR RM. ROOM R_O ROUGH OPENING S.C.SOLID C ORE. EXT DR S.D. -SMOKE DETECTOR S.H.- SINGLE HUNG SLIT. SHEET SHTHG. SHEATHING SHWR. SHOWER SIM. .SIMILAR SL. SI:IDING SI.. C.L. SLIDING GLASS STD. STANDARD ' SWS SHEAR WALL SECTION TEMP. TEMPERED GLASS THK. THICK T.O.C. TOP OF CURB T.O.P. TOP OF PLATE T.O.S. TOP OF SLAB TYP TYPICAL U.N.O. UNLESS NOTED OTHERWISE: V.P. VAPOR PROOF Wr WASHER:. W/ WITH ' WD. WOOD: WDW WINDOW W/H - WATER HEATER W.I.WROUGHT IRON REVISIONS DATE DESCRIPTION 06/28/11 2-STORY CMU CONVERSION 12/15/11 APPLIED COMMENTS FROM M. SEAY 01/15/18 BID SET ISSUED 02/13/18 ADDED ELEV. 'J' 4 'K' UIITP SIDING PER MARK 50WES 02120AB BID SET RE -ISSUED 04AII18 FOOTING REVISIONS PER M. BOWES 08/11/18 ADDED VALLEY FRAMING DETAIL, UPDATED BOLLARD DETAIL 01/26/19 DETAIL- 'ADDING BAR TO BOND BEAM' ADDED TO 612A 02/26/19 PLAN MAINTENANCE 03/19/19 REVISED LINTEL SIZE AT FRONT ENTRY DOOR 04/25A9 ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL BATSON 04125AGJ REVISED HVAC VOLUMES ON SCIFT CALC SCHEDULE 0412649 UPDATED LEDGER BOLT SIZE # SPACING 06ABAS REVISED I -JOIST LAYOUT 06/21/19 ADDED LED LIGHTS TO KITCHEN 4 BATHROOMS PER MARK BOWES 09/13/19 LEDGER BOLT SPACING REVISED INDEX OF Dt AWINGS ARCHITECTURAL SHEET PG CS -COVER SHEET PG GN-GENERAL NOTES PG Al -FIRST FLOOR PLAN PG AIA-FLOOR- PLAN SECTIONS/DETAILS PG A2-SECOND FLOOR PLAN PG A3H-FRONT & REAR ELEVATIONS "H" PG A4H-LEFT & RIGHT ELEVATIONS "H" PG El -FIRST FLOOR ELECTRICAL PLAN PG E2-SECOND'FLOOR ELECTRICAL PLAN PG Pl-PLUMBING PLAN PG M1-FIRST. FLOOR HVAC PLAN PG M2-SECOND FLOOR HVAC PLAN PG Dl-DETAILS PG D2-DETAILS PG 1)3-DET LS PG WAl-WAtt ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA6-WALL ASSEMBLY DETAILS STRUCTURAL SHEET # PG Si —FOUNDATION PLAN PG S1.1A-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.IA-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 DESCRIPTION H CIO Ofo"GE o�N�' GO'Q�`„vG`� GG 51' 0 DESCRIPTION 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 � S'CJBDIV. T: ; �I CREEKSIDE LOT #104 PROJECT# m 04321.200 104R1 MODEL. 4EHB "2605-HAYDEN" GARAGE SWING - LEFT PAGE: r COVER SHEET 160 MPH EXP. ARCHITECT= STATE OF FLORIDA AAA/JJJ i,?;F. OCT 17,2011- MICHAEL C. ANDER N � AI% O '1a305 2 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 DISCREPANCIES ARE 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 IN 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 SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN''/z THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. m 1 L► 11. tl 1, GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET j B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER 12 IA 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 r SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 0 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. `1 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE )ARAGE. ELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL V MIN. RIGID METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE OPENINGS INTO THE 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 THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN'/rINCH GYPSUM BOARD OR EQUIVALENT. I19 THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISTICTION, INCLUDING ALL APPLICABLE STATE, CITY AND COUNTY BUILDING AND ZONING CODES. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMENT PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES:" TIMBER , 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODE@ MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC ORUPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %" PVC (SCHEDULE 40), INSULATED WITH Yz' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH, 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9, THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1:5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT B` LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-Cl063-12a. 3. LATH & ACCESORIES PER ASTM-C-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-Cl063 - 11A AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2 GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 112" 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 AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S I CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER, THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. vk ,e*0Vkf�xr'jool a � 0 GoVO of- `v ;OGG 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 r04 7 , w } a q J U- €;3 q e Tom,. MAP 1 1 MICHAEL C. MADERSON AIR NCB 1/ 0 DART 10/14 ; 9 F/////Cl� /t SCALE: 1/4"=1 0" Copy SHEET w, G N�'' GROUND SNOW LOAD NA WIND DESIGN SEISMIC DESIGN r GATAGORY NA SUBJECT TO DAMAGE FROM WINTER DESIGN TEMP' 42 ICE BARRIER UNDERTLAYMENT REQUIRED` NA FLOOD HAZARDS a SEE SURVEY AIR FREEZING INDEX NA MEAN ANUAL TEMP NA WEATHERING' NEGLIGABLE FROST LINE b DEPTH NA TER1'91TE VERY HEAVY SPEED TOPOGRAPHIC (MPH) EFFECTS' 160 G 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 FLAME 5PREAD AND 5MOKE-DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH SECTION FBC R302.10.1 THROUGH FBC R302.10.5 DOUBLE TOP PLATE SF4632' O.C. MAX IST FLOOR STUDS TO 2ND FLOOR 6=8 SIMPSON MSTA-3B • 32' Or— MAX 2x CONTMOUS STRESS BLOCKING MID WALL 2x 61=8 s Ya' O.C. MAJK lion r T a G &#LOOK GLUED AND SCREUIED AS PER FASTNER SCHEDULE PRe-ENG FLOOR TIMM J 2x STUDS . 16' Or— MAX, 00JSLE TOP PLATE UON 2x CONTINOUS STRESS SECIRE B't. PLATE TO STUD UY SFIPSGN SP4 .92' or— MAX BLOCKING MID WLL A SEA Bj. PLATE TO BLAB W/ }'xe' AKC44OR SOLT IN. • 32' W48FCR T. NOT OIEdl11GED FEIGHT OF 6ARAGE FOR EXPANSION VARIES WITH ELOPE BOLTS Q 32' O.O. MfC^ e — 4' CONK. RE@FORGED w/ &'X&' WA)dUI.4 ' - WlF OR FIBER'E&4 ON b-MIL VAPOR R RETARDER ON UIELL-COhIPACTBD CLEAN Z PILL. TERMITE TREATMENT TO BE BORA-CARE APPLIED AT PRAMMG. m 4• I'-0' 4• (2) :5 REBAR ON CNAIR9 A 2 STORY INT. WALL AT GARAGE SCALE: 1/2' • 1'-0' , J .,,.Z, a V.V , %9 9101.2m e ........ s. 27-10" 10'-011 10" COVERED LANAI 8'-8' CLG. 10'-011 I I EGRESS m =3052-5HHB' I 6068 S.G.D. .Q. BEDROOM #2 8'-8' CLG. c0 LIVING e SN ROOM V-8' CLG. �1_011 3_g (2) 2068 ■L9tr7i� �T _Ji•�iQ111�r��■■ �1 1* N 00 �55 •i• e . GARAGE 8'-8' CLG. •wuiiii/viiiiAviiiii� tF 0 1hI:. I 27'-4'1 IDINING ROOM CLG. I 7'_2 I II A I I II 1 I O GIV ' e N O III-- — a sI s�c�LGN I I 2868 2 -8" 3' a 7' - FLEX 8'-S' CLG. I I6'-0' X 1'-O' O.N. 8'-8' CLG. — — — — — — J r J 0 — — — — — — — — — -- — — C 4' 5 4 _4' 10'-0" 4 20 -4„ 21 -811 8'-0" MA50NRY /FRAME WALL LEGEND 7-7-7 8'-8' BLOCK lU LL UN.O ON PLANS ERG. HGT. VARIES 8' BLOCK WALL UN.O ON PLANS BRG- INTERIOR LOAD BRCS. WALL U.N.O. ON PLANS 4' INT� N LOAD ERG. WALL U.N.O. ON PLANS -ALL INTERIOR DOORS TO BE 6'-8' -ALL EXTERIOR DOORS TO BE 6'-8' UNLESS NOTED OTHERWISE SQ.FT. CALC. S 15T FLR. LIVING 2ND FLR LIVING 1104 1501 50. FT. SQ. FT. TOTAL LIVING GARAGE PORCH COVERED LANAI 2605 431 III 80 SQ. FT. SQ. FT. SQ. FT, SO. FT. TOTAL 3233 SQ. FT - A/C VOLUME 224032 CU. FT. COIrPON W AND CLADDM WIND LOADS BASIC WIND EXPOSURE FOR 3 SECOND GUM OPEWM SOME ZONE 1B01PFI WIND (1h10 REMARK8 AND TYPE FOOTADE MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING 21 5 32/-42 DR. MIN. CRITERIA S.G.D. MIN. 12 5 30/-31 CRITERIA 6010 O.H.D. 56 5 32B/-380 16010 O.H.D. 112 5 30.9/-34.4 SOFFIT N/A 5 31.6/-38.8 -6829/ IF ROOF TILE N/A 3 -582g APPLICABLE BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = t 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. CONMOL DATE 03J2DtI8 FIRST FLOOR PLAN SCALE: 1/4' = 1'-0' NOTE:2-STORY GYPSUM BOARD OPENINGS BETWEEN THE GARAGE 4 RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOOR NOT LESS THAN I%' (35mm) IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 13/e'(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'(12.1mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN IlhB'(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. FE3CR 2011 (roTW ED.) 302.1 -FRAMED WALL SEPARATION BETWEEN THE UNCONDITIONED GARAGE ANp CONDITIONED SPACED SHALL HAVE AN INSULATION R VALUE OF R-13. -CEILING R VALUE TO BE R-30 INSULATION ABOVE CONDITIONED SPAGE- -FOR CONSISTENCY, THE VOLUME CALCULATIONS ON PLANS ARE PROVIDED BY THE HVAC CONTRACTOR AND ARE OF THEIR CLOSEST ALLOWABLE SOFTWARE TOLERANCES. -OPENING INFORMATION BELOW IS 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. Eta NOTE: -2-8 LOIN. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. - FRONT DOOR ASSEMBLY TO BE THERM A-TRU FIBERGLASS DOOR W/ TRANSOM (SINGLE ASSEMBLY) - 20 MIN, FIRE RATED DOOR FROM GARAGE TO RESIDENCE TO BE EQUIPPED W/ SELF -CLOSING DEVICE (R302S.D. 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 00013325 w w 4 o 0. > A U- w F 4 e c w7k \ 0 : STJBDIV. 8e LOT: CREEKSIDE LOT #104 PROJECT# 04321.200 104R1 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: FIRST FLOOR PLAN 60 MPH EXP. C ARCHITECT STATE OF FLORIDA 1AR 13 2020 L ICHAEL C. ANDERSON AR NO 17305 PRINT 1914 DATE: 10 / / SCALE: 1/4"=1'—O" SHEET Al ■ 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W t4 W ti N a tv W Q 0 LL w qc a �a T t ow SUBDIV. & LOT: CREEKSIDE LOT #104 PROJECT# 04321.200 104R1 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: SECOND FLOOR PLAN 60 MPH EXP. i ARCHITECT- STATE OF FLORIDA MAR 13 2020 MICHAEL C. ANDERSON AR NO 17305 r i &&+ + DATE: 10 14 19 SCALE: 1/4"=l'-0" SHEET .r { Planning & Development Services Department Building & Regulations Division Product Review Affidavit FL # or Miami-Da]deFLORIDAPRODUCT FL # or Miami -Dade 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 Smooth Star Therma-Tru N/A Min. embedment of all anchors to be 1 1/4" (+36) / (-47) (+67) / (-67) Type 1: 3/16" or 1/4" ELCO Ultra con anchor 6" max. from corners, 11 3/4" o/c at jamb, 16" @ head. 1 1/4" embedment. Type II: 3/16" or 1/4" ITW concrete tapcon anchor. 6" max. from comers, 7 1/4" o/c at jamb, 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) (+So) / (-50) Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max. from corners, 14' o/c atjamb, 10" @ head. 1 1/4" embedment. Type II: 3/16" or 1/4" ITW concrete tapcon anchor. 6" max. from comers, 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 F116100.1 R6 6/30/2020 Vertical Mullion Ply Gem 1500 Ply Gem Non Impact side. Install per manufacturers recommended requirements. N/A N/.., ' - Type 1i 3/16" or 114" ELCO Ultracon anchor 6" max. from corners:, 14" o/c at jamb, 16" @ head / sill. 1 1/4" embedment. Type IL -3/16" or 1/4" ITW concrete tapcon anchor. 6" max. from corners, 8 112" o/c atjamb, 10 1/2" @ head / sill. 1 1/4" embedment. r(+38)4each Five additional tapcons top and bottom required horitontally,two midspan vertically F136104.2 R5 11/30/2022 Fixed Window Ply Gem 1500 Ply Gem. Non Impact side. Install per manufacturers recommendedrequirements. / (- 8) (+55)/ (-55) 1/4" 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 Sill Riser Ply Gem Non Impact (+33) / (41) (+50) / (-50) 1/4" concrete screw 6" edge distance @ head, 4" edge distance @ jamb,_4" each side of transom centerline to bucking. Fastener spacing :@ 15' o/c max. @ head and jamb. FL20461.17- R4 12/31/2021 Opaque single Smooth Star Therma-Tru N/A Min. embedment of all anchors to be 1 1 4" / (+36)/(-47) (+47)/(-47) ..door with transom 'FL1g107.3 Double Garage 3/8' x 2-3/4" Hilti sleeve anchors 6" from ends 22" 0 C / R10 12/31/2020 Door 16.2x7 73 W6 Clo a P V N/A (+29 )/ (35) (+36) / (42) Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" dia. heads, long enough to penetrate. through plywood or 3/4" into boards. Use 4 nails per shingle placed 6-1/8" above the butt edge, approx. 1" and 13" frorn'each end and 1/2" FL7006.1 R10 12/31/2020 Roof IKO Cambridge N/A above each cutout. Drive nails straight so that nail head is flysh with, but not cutting (+36) / (-47) N/A n into shingle surface. Miami -Dade approved corrosion risistant tin caps and,,12 ga.1-11/4"annular ring FL15216.1 R6, 12/31/2020 Underlayment Rhino U-20 ntenNeb N/A shank nails spaced 6"O.C. at all laps and three staggard rows fastened 12" O.C. in the (117) (PENDING APPROVAL) field. N/A Position Vent Flange beneath 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 sidle 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 OFF -RIDGE VENT WITH the HVHZ). Nails shall be located 1" from the edge of the flange and 8"O.C. along all FL16918.3 R2 9/9/2026 Off Ridge. Vent BAFFLE TAMCO N/A four sides of the vent. All exposed fasteners shall be sealed with roofing N/A N/ i� 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. ' I I g S a e last on all seams inside the Roof Collar. Apply Roofing Sealant Apply Roofing - — - 1 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 sea ins 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 .ofthis .Lmtallation Method. FL24161.1 NONE 12/31/2020 Soffit Variform Soffits PlyGem NSA FL24161.1 (+31.6 1/4" x 20 stainless steel or ELCO Panelmate with minimum embedment @ 13/4" 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 Less than 6' span 24 GAGE panel MFG. N/A screw oral] thread but with win nuts. g N/A +or- 20 s.f. p' 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 6' span or more 24 GAGE panel MFG. N/A screw or all thread but with wing nuts. NIA + or - 20 p.s.f. Install per manufacturers recommended requirements. FL1y147.1 R4 6/27/2020 Zip System Wall Sheathing Huber N/ A N /A N/A A Sheathing CONTROL DATE 3.9.P0 MEMO 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 3290.1 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 FCo LUCIE UNTY ER, PA i, PROJECT# ODEL- EXPRESS SHINGLE GARAGE SWING: 4 PAGE: �I 160 Vi1'll EXP. C(' ARCHITECT STATE OF FLORIDA J� AR NO'17305 fJ 5prt� t " 3/9/20 C :1/4"-1'-0" SHEET t 1P AI 4 Q- O i� ly IDI1'l- VARIES � r z TOP U PLATE BAR DETAIL ARCH DTL. A SCALE: 1/2'=1' B SCALE: 1/2'=I' 42' W. HALF WALL W/ CAP 3/4' T43 SUB FLOOR GLUED 4 SCREWED PER FASTENER SCHEDULE 10'-0 3/4' 2ND FIN. FLR. S'-S' 6RCs. PGT. (2) LAYERS OF 3/4' PLYWOOD OR (2) LAYERS OF 3/4' SUB FLOOR MATERIAL RIPS FOR SOLID NAILING SECURE TREADS TO STRINGER W/(3)18 3' SCREWS s EA STRINGER UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING �-PRE-ENG'D FLOORING SYSTEM \ (SEE FLOOR FRAMING SHEET) \ - /4' KICK \ PLATE I^ MAX. NOTE: \ NOSING STAIRS RISERS TO CONFORM TO FBCR 6TH oll EDITION (2011) \ MIN. MIN. TREAD•10' MAX. RISER•T 3/4' 3/I6' STAIR DATA: MAX. VARIATION IN RISERSrREADS 16R a 7.54' \ \ r ADJACENT TO EACH OTHER 3/8' MAX. 15 TREADS o - VARIATION IN ANY RISER/TREAD HANDRAIL 10'+ 1' NOSING S T 0 R . n CIRCULAR CROSS SECTION MIA. TO BE 1 1/4' \ _- w U. +-1/4' OR PRO`Ar)F FQUIVALENT 3-2x12 S7P STRINGER \ 7 z GRASPASILITY WINDERS- MIN. 6' WIDE • Q NARROW END MIN. 11' WIDTH • 12' FROM REINFORCED W12X4 SPF (e' NARROW END 34' MIN. HANDRAIL HGT. W/CONT. BEAD OF \ Q SUB -FLOOR ADHESIVE --- w FL-400 OR SIMILARE • \ \ 0 NOTE: EA HORIZONTAL RUN ,ENCLOSED ACCESSIBLE SPACE UNDER \ STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON j 2 X 4 RE-INFORCING \ THE ENCLOSED SIDE WITH 1/2' GYPSUM EA. 2 X 12 STRINGER \ BOARDS. FBCR 302.1. SECURE W/12d 6'-8' O.C. 0'-0' FIN. FLR 2X4 ATTACHED W/ 106 -/ MASONRY NAILS o 2X4 P.T. SLEEPER INTO SLAB WITHIN 8' OF EACH END, 32' O.G. MAX. STAIR SECTION C SCALE: 42Y'-O' A TTT T 42' H. 1/2 WALL W/ CAP HANDRAIL 9 36' W/ 2X4 RE-INFOR THE CLEAR SPACE BETWEEN THE HANDRAIL AND THE WALL SHALL 5E NO LESS THAN 1 1/2" AS PER F5CR R311.1.8.2 NOTE: HANDRAIL ENDS SHALL 5E RETURNED TO THE WALL OR TERMINATE INTO A NEWEL POST. NOTE: I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF Ij"± 2" OR A NONCIRCULAR CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4" 5UT NOT MORE THAN 6 1/4' AND A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4". EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8". 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY DIRECTION AT THE TOP OF SUCH 5ARRIERS AT ANY LOCATION ON THE SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES- PER SECTION 160-1.8.1 / F.5.C. 201-7 HANDRAIL SECTION wUri� 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W w U w 0 F W 4 F A r SUBDIV. 8e LOT: CREEKSIDE LOT #104 PROJECT# 04321.200 104R1 MODEL. 4EHB "2605-HAYDEN" GARAGE SWING: LEFT AGE: ril FLOOR PLAN SECTIONS DETAILS k,t'160 MPH EXP. C ARCHrrECT: `ATE OF FLORIDA OCT 17 2019 k4iCH EL cl. A00ERSON AR NO 17305 .b PRINT DATE: 10/14/19 SCALE: 1/4"=1' — 0" SHEET 4. HGT. 4' RAISED BAND 6' RAISED BAND lm'-m 3/4' 2ND FIN. FOR. 5'-8" GLG. H4GT. OPT COACH L IGHT I5'-8" 2ND FLR. _ BRCS. I-Gr 1'-mll III 10'-0 3/4" 2ND FLR. _ FIN: FLR/BRG HGT -- S'-S" GLG. HGT. m -m" FIN FLR: FRONT ELEVATION SCALE: I/4 = I -m I t-_x I uIw4-- NOTE- WALL FENESTRATION FLASHING AS PER FBCR 12 1� gt�— OFF RIDGE VENT SHINGLE ROOF FYPON 16'X48' DECORATIVE SHUTTER OR EQUIVALENT _ o18'-8 2ND FLR. BRCS. HGT. I FYPON I I 51KT11XII OR EQUIVALENT I I I I I I , I I V RAISED 1 I SAND (TYP.) ;elm'-m 314" 2ND FIN. FLR. oV-8" BRCS. H4GT. g ENTRY I ( I I I 48 I A I TYP. 4' RAISED I BAND (TYP.) I I 8" RAISED I SAND (TYP.) I I - ,gym'-m" FIN. FLR. I 4B ■ I A I I TYP_ I I �F I I I ------- - — - — - — - - --- L-- 0 -m FIN. FLR. REAR ELEVATION SCALE: 1/4 = 1'-0' TEXTURED FINISH I I I I I I I I I I I 12 I �Im'-m 3/4" 2ND FLR. 4 - - — - r — - F1N. FLR:/BRCz. H4GT. ----------- — ----- I I 8'-8° GLG. HST. -- I I I I I I I I 114B I A l I I I TYP. MODEL 2605-HAYDEN-4EHB'(2-Story) AREA OF ATTIC = 1541 SQ. FT. NETFREE 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. (BALANCETO BE PROVIDED IN SOFFIT VENTS) OFF RIDGE VENTILATION AREA = 138 SQ. IN. PER VENT (net free area) TOTAL#OF VENTS REQUIRED = 2.14 TOTALHOF VENTS PROVIDED = 3 SOFFIT VENTILATION AREA 7 SQ. IN. PER LINEARFT(netfree area) LINEAR FEET OF SOFFIT REQUIRI 42.27 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325Aft3m�'9' SU'BDIV. T k CREEKSIDE LOT #104 TROJEC# 2201 104 R1 k'. MODETEHB "2605-HAYDEN AGrE SWI 04: LEFT 1 .GE: FRONT & REAR ELEVATION "H" 160 MPH EXP. r ARCHfI1=CT I STATE OF FLORIDA f c J OCT 1 y 2071 MICHAEL C. ANDERSON AR NO 17305 :TT A E: 10/14/19 SC AT SHEET - µ A") H 10'-0 3//- ii i FRAME DOWN FOR FYF'ON 15KTIIXl7 OR EQUIVALENT 2ND FLR. BRCz. HCz-. 10'-0 3/4" 2ND FLR. FIN. FLR./PRCz. HGT. 5'-5" BRG-. HCzT. e ENTRY 0'-0" FIN. FLR. LEFT ELEVATION SCALE: 1/4 = I'-0'T—. TEXTURED FINI5H RIGHT ELEVATION SCALE: 1/4 = I'-0' TEXTURED FIN15H 8 a" 2NCl) 1-LR_ Tye° C14k7r1- 10'-0 3/4" 2ND FLR- _.._-_-. FLR. �0'-5" 5RG. HGT. 0'-0" FIN. F_R. _o15'-5" 2ND FLR. 5RC3. HG7. O'-O 3/4" 2ND FLR. FIN. FLRJBRCs. HCzT. CLCz. HICsT. O _0" FIN. FLR. A� ' 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W y U W 0 F 0. Cai W O F A C: ti SLJSDIV. & LOT: CREEKSIDE LOT #104 PROJECT# 04321.200 104R1 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: RIGHT & LEFT ELEVATION "H" 60 MPH EXP. C ARCHITECT; STATE OF FLORIDA MICHAEL r1. ,lNr7'=R'41 AR NO 17305 PRINT DATE: 10/14/19 SCALE: 1 /4"=1' — 0" SHEET 4 H ELECTRIC AL LEGEND SYMBOL DEFINITION NOTES 125V OUTLET M AMP SINGLE POLE a 110V OUTLET 110V OUTLET OUTLET WIRED TO SWITCH TO S GF1 110V OUTLET EQUIPED W/GRND FAUL INTERRPTER (TAMPER RESISTANT TYPE) 220V.OUTLET (4)WIFE CONNECTION --F} WF3 EXT. WATERPROOF GROUND FAULT —i= GFI OUTLET INTERRUPTER SWITCH m SWITCH 3-WAY OPER. !�4 SWITCH 4-WAY OFI I.'� WALL MOUNTED I_ LI&ljT CEILING LIGHT O LED CLG LIGHT :O VP VAPOR PROOF LIGHT �� (C71 I RECESSED CAN \J F 1�1,4:!-L SCONCE -,=NT. FAN P I CPM PER SQ. FT. VENT. FAN WA.IGHT 1 CFM PER SQ. FT. VANITY LIGHT FIXTURE (SPECS TBD BY BUILDER) .._ -.,..�. FLUORESCENT RES WRAP qyI LIGHT ARDUN AROUtND (RECESSED) FLUORESCENT IS WRAP AROUND LIGHT (SURFACE MNT.) __. ' � = 1 2' FLUORESCENT 4'FLUORESCENT /.� 4' TRACK LIGHT PANEL METER - SMOKE DETECTOR BATT BACK-UP W/ WARDWIRE WALL MOUNTED BATT. BACK-UP SMOKE DETECTOR W/ HARDWIRE ® S/CO CARBON MONOXIDEd SMOKE DETECTOR BATT, BACK-UP W/ HARDWIRE INTER -CONNECTED SHALL BE A DISTANCE CGI`h70 OF NOT LESS THEN 4' FROM WALL PENDANT LIGHT L� NATURAL GAS Il/ OUTLET ► TELEPHONE JACK WATER HEATER IGNITION 8011RCE .DISCONNECT TO BE ELEVATED i A/C AIR CONDITIONING 'DISCONNECT P:Q TELEVISION JACK CEILING BOX REQUIRED TO BE SUPPORTED IN J-BOX ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION CEILING BOX REQUIRE TO BE SUPPORTED IN CEILING PAN/LIGHT ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION 24' LIGHT STRIP�T 9S' INCANDESCENT nnnnnn o LIGHT STRIP n n no 48' INCANDESCENT LIGHT STRIP _ FLOOD LIGHT OPT. SECURITY KP KEYPAD PB. PUSH-BUTTON FOR CHIMES USB PORT • LOCATION or TV JACKS 4 PHONE OUTLETS 4 FANS TO BE VERIFIED a HOMEOWNER PRE-CONST%CTION MEETING. • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF F5CRa &TH EDITION (29211 4 NEC 210.12 2014 EDITION. • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 OFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MI5013 FBCRFBCR6tH�Dl��<2011). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBGR 6TH ED (2011)1 • 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 F3 -. NERGLY CONSERVATION (RESIDENTIAL ENEW.Y_ - EFFICIENCY) 2011. 6th EDITION R404.1 I ' I LL i.11•1 COVAEN�D , CEILING MTD- LIGPT TO 5E INSTALLED, PROVIDE I / I J-BOX FOR .1. 1T OPT. FAN • I' III p. ---I II r ` �I II PRE —WIRED DINING CLG FAN LIVING ROOM ROOM r>— PRE —WIRED — CLG FAN BDRM. #2 Y / y GFI 1 S.D. ` IM -- �-- • I i TO 2ND FL. I SWITCH IN SWITCH _ ,GA ITI �/--OUTLET HEN T S/GO ITCFOR VEN T® BATH #2 OUTLET q OR MICRO OR DWI I 1 fK r __ 7]("'; IL �TR. 1 /I - a wH WH _ eta ; PAN. P.5. FO GFI a 44" GFI o 44' ,n �I GARAGE APP. A.F.F. S/GO DOOR I � � �I � � I ATTF I RE $OLLARD I / •' CONDJ AS REQ. PER EiLDG. ' Vy CODE / It FLEX 22 _ KEYLESS � III METER FIXTURE GFI Ili PRE -WIRED ` FIELD LILL FOYER VERIFY JJ,�� 4� flfi GARAGE t III CLG FAN LOC. DOOR III PREUPRE IRRIGATION GARAGE n n LUP OUTLET ® /z 1 #GFI 45' AFF. P.5 FOR GHIME� ' nl n n n PORCH`--�- L�___- -- — - U 7,11- IT �I \pPT -4 109 COACH LIGHT FIRST FLOOR ELECTRICAL PLAN SCALE: 1/4" = 1'-0' J /J I I L o o LED LIGHTING Nr- @ SINGLE LAV r . 5ATH02 WP Panel MAIN -A I PANEL: 8/16wp crt. breaker VOLTAGE: 120/240 V-1Ph MAIN: 150Amp M.C.B FEEDER 3-#1 Cu THWN & 1-#6 Cu (G) in 1 12" G OR 342/0 AL THWN & 1-#6 CU (G) in 1 1/2" C. Wire Pole Bkr Description Watts Circuit Circuit Watts Description Bkr Pole Wire - #12 1 20 Exterior Receptacle GFI for TUG 1200 1 2 Space #12 2 20 Irrigation Pump. 1000 3 4 Space 5 6 6240 A/C C. U. 40 2 #8 Space 7 8 PANEL -A PANEL: 42 crt. breaker VOLTAGE: 120/ 240 V APh MAIN: 150Amp M.L.O. FEEDER: 3-#1 Cu THWN & 1-#6 Cu (G) in 1 12" C. OR 3-#2/( AL THWN & 1-#6 Cu (G) In 1 112" C. wire Pole Bier Description Watts Circuit Circuit Watts Description Bkr Pole Wire # 12 1 20 Small Appliance 1500 1 2 8000 Range 50 2 46 # 12 1 20 Microwave / Hood GFI 1800 3 4 412 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 #12 414 1 15 Foyer / Flex / Hall AFCI 900 13. 14 5000 Dryer GFI - 30 2 #10 1 15 Liming Rm, Lanai, Kitchen, Din. Us AFCI 900 15 16 Space 17 1500 Washer GFI 20 1 #12 1 15 SD & C/O AFCI 900 19 1000 Garage Door Opener GFI 20 1 #12 r#1 Space 21 1200 Garage Us & Receptacles GFI 20 1 #12 1 15 Bedroom #2 / Bathroom #2 AFCI 900 23 [24 900 Owner's Suite AFCI 15 1 #14 1 15. Bedroom #3 AFCI 900 z5 900 ' Owners Bathroom AFCI 15 1 #14 1 15 Bedroom #4/Opt. Bed #5&#6/ Opt. Lott AFCI 900 27 1200 2nd Floor Hail/ STD 2nd FL LivJ Laun. AFCI 20 1 #12 #12 1 1 20 Exterior. Lights and Recept GFI 1000 29 30 1000 Irrigation controls only 20 1 #12 Space 31 32 i Space Space 33 34 Space Space 35 36 Space Space 37 38 Space #8 2 35 A/C A.H.U. (Heater 5 KVAat 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 40% 14200 Total A1C lead 11765 LOAD CALCULATION IS BASED ON A/C NON -COINCIDENT LOAD _ _ ___j Total Connected Load Watts 35965 Total' ,Amps (watts / 240 volts) 149.9 150 AMP ELEGTRIGAL R15ER NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 61LH EDITION (2011). LOCAL CODES, AND ALL LOCAL POWER COMPANY IWEQUIREMENTS. 13. ALL CONDUCTORS SHALL BE TYPE THHN/THIM UNLESS NOTED OTHERWISE. POWER COMPANY TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 tM COPPER (CU) IN 1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 02/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVG CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. PROVIDE 302/0 CU, THWN + 1% CU IN 2' CONDUIT OR 3 04/0 AL, THWN + 1% Cu IN 2' CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT • OVERHANG.) e COMBINATION SERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VOLT ELECTRIC METER IN I INCASE NEMA 3R ENCLOSURE PANEL 150A/2P MCB TELEPHONE SERVICE ENTRANCE EQUIPMENT NTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT 1 64 GU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE IIII I EDITION (2011). 5/8" DIA X S FT LONG COPPER CLAD GROUND ROD 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-8023591 www.abdesigngroup.com AA #: 000330-5 111 1 "-� I1 I� W F a 3 V ' W 4 1 Cj" E) I xi � " I TT9,4 a CREEKSIDE LOT #104 I f1� i k bi PROJECT* 04321.200 104R1 4EHB "2605—HAYDEN'e GARAGE SWING: nt, LEFT I a J• AG FIRST q n FLOOR ELECTRICAL 11 PLAN 16 MPH FyP h ARCHI OT: STATE OF FLORIDA a OCT I {{_gy�p{ _ jr MICHAEL C. ANWRSON AR NO 17305 F " w ��`I� D"L 10/14/13 r CALE: 1/4"=1-0HEET EI ELECTRICAL LECsEND SYMBOL DEFINITION NOTES ��// 125V OUTLET 20 AMP SINGLE POLE 110V OUTLET 110V OUTLET 12 OF OUTLET WILD TO SWITCH GPI 110V OUTLET EQUIPED W/GRND FAUL INTERIIPTER (TAMPER RESISTANT TYPE) 220V OUTLET (4) WIRE CONNECTION WP EXT. WATERPROOF T GFI OUTLET INTERRUPIERUNP SWITCH 6 SWITCH 3-WAY OPER. (�4 SWITCH 4-WAY OPER L%1 1-0 WALL MOUNTED LIGHT CEILING LIGHT Q LED CLG LIGHT OO VP VAPOR PROOF L IGHT © RECESSED CAN . WALL SCONCE PRE -WIRED VENT. FAN I CFM PER SO FT. VENT. FAN W/LIGHT 1 CFM PER SO. FT. 1 IfT/Tjf1T VANITY LIGHT FIXTURE (SPECS TBD BY BUILDER) ® ' 4'X2' FLUORESCENT LIGHT 2-BULB WRAP AROUND (RECESSED) ® 4 FLUORESCENT LIGHT 2-BULB WRAP AROUND (SURFACE ANT.) 2' FLUORESCENT 4' FLUORESCENT 4' TRACK LrGHT 0 PANEL METER BATS. BACK-U P S.D. O SMOKE DETECTOR W/ HARDWIRE WALL MOUNTED BATT. BACK-UP SD. SMOKE DETECTOR W/ HARDWIRE ® S/Cp CARBON MONOXIDEi SMOKE DETECTOR BATT. BACK-UP W/ HARDWIRE INTER -CONNECTED COMBO SHALL BE A DISTANCE OF NOT LESS THEN 4' FROM WALL PENDANT LIGHT L� NATURAL GAS fl/ OUTLET ► TELEPHONE JACK WATER HEATER IGNITION SOURCE TO SE ELEVATED DISCONNECT MIN- 10' AFF- A/C AIR CONDITIONING DISCONNECT I-� TELEVISION JACK CEILING BOX REQUIRED OJ-BOX TO BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INS CTION CEILING BOX Rp TEP IN IN TO BE SUPPORTED CEILING FANLIGHT ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION n n n 4 24' INCANDESCENT LIGHT STRIP nno 36' INCANDESCENT LIGHT STRIP nnnnnnnn 0 40'INGAND£SCENT LIGHT STRIP FLOOD LIGHT KP OPT. SECURITY KEYPAD P8. PUSH-BUTTON FOR CHIMES 6--� USB PORT • LOCATION OF TV JACKS t PHONE OUTLETS E FANS TO BE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL 15 E 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR 5_SH EDITION (201-1) i NEC 21012 2014 EDITION. • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION 1115013 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 FBGR 6TH ED (2011). • ALL LAMPS SHALL BE SELECTED BY BUILDER AND 15% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER FS.C. ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 201-1. bih EDITION R404.1 'III(lll ul� L IL T BEDROOM #5 UPSTAIRS BEDROOM #4 LIVING - PRE -WIRED ,PRE -WIRED CLG PAN ( . CLG FAN Ap LAUN. ® L - 1 � OD. IO�l r R/a' ` I VP L W.I.C. S/CO S.D. — — — 1 WALL MOUNTED LIGHT W/SWITCH IN gip; �\ ATTIC OWNER'S _ `, BEDROOM #3 BATH _ PRE -WIRED ` - -WI D CLG FAN rt Z GLFANE III OWNER'S SUITE n GFl I I I SECOND FLOOR ELECTRICAL PLAN SCALE: 1/4' Is I'-0' L L I I 1'-4' IL \ -------11 ---lJ_// LED LIGHTING DOUBLE LAV. BATH 3 11 I I I � I I I I � I i � I Imo. LED LIGHTING C� DOUBLE LAV. OWNER'S BATH 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www, a b d es i g ngrou p. co m AA #: 0003325 CIF W U W 0 F 0. Chi W q F A x ti S VBDIV. 8e LOT: CREEKSIDE LOT #104 PROJECT# 04321.200 104R1 MODEL• 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: SECOND FLOOR ELECTRICAL PLAN 60 MPH EXP. C ARCHRECT- STATE OF FLORIDA OCT 1 7-2019 MICHAEL C. ANDERSON L AR NO 17305 rscar A DATE: 10 14 19 SCALE: 1/4"=1'-0" 1 SHEET E2 FIRST FLOOR PLUMBING PLAN SCALE: 1/4 = 1'-0' RUT 1-I/23� 2' VTR 2 3 TI WASHER 3 2' VT 3. 2 3' KITCHEN SINK W/ AUTO vENT WG� PN I! 2 2' R L SECOND FLOOR PLUMBING PLAN SCALE: 1/4 = I'-ra' I— 1/2'( Tu15 3' 3' 2' VTR 1/2tV 0 SHWR CO fl;A'INI PLUMBING RISER 1/2' 551 S. APOLLO BLVD., SUITE 202 IELBOURNE, FLORIDA32901 PH: 321-802-3591 www.abdesigngroup.com AA #„ 01DO3325 s:t eer R.3 1; W ' W F, t{ 1j r, ' �niv ae v l,, .i CREEKSIDE LOT #104 ROJECT# 04321.200 104R1 o]DEi: 4EHB "2605-HAYDEN" OARAGE SWING: LEFT PAGE: PLUMBING PLANS (160 MPH EXP. AROH STATE OF FLORIDA F r r r'HAEL C. ANON �tmwwAR NC 17305 _j k'$ w n U O U sLL h f° q � 1 - +} CREEKSIDE LOT #104 PROJECT# rl -MKKr 04321.200 104R1 M0DEr. 4-EHB F- as av i 2605-HAYDEN y GARAGE SWK20`4G: LEFT �.E: FIRST FLOOR HVAC PLAN 11160 MPH EXP. C 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 f; I I UPSTAIRS _ I LIVING BDRM.4 BDRM. 5 1 1 I 10X6 I IOx6 1 10X6 120 GFM ' 120 GFM �5 GFM � 12XB 12X8 I 6' PASS PASS BX4 4- THRU THRU 5 c1=rl BATH 3 m J LAUN. r_ - ---------- CFM - 6' — 14' 8X4 45 GI-M • i ram. 5' ISX4 - -- - --- - Ix 4' 8X4 W.I. C y 45 GF1`1 4 1120XGFM 45 G fL G� I O ;4. A OWNER'S - —ate - - 15 COFM SUITE 10x6 45 cr-m 4' GSM »' BDRM. #3 BATH 3' 1OX4 45 GFM 11 16 12 j 16 W.I'C , SECOND FLOOR HVAC PLAN SCALE: 114 = I'-0' w 0 4 v W A F 4 SUBDIV. 8e LOT: CREEKSIDE LOT #104 PROJECT# 04321.200 104R1 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: SECOND FLOOR HVAC PLAN 60 MPH EXP. C 101 DAB 10/14/19 SCALE: 1/4"=100" SHEET /� M 2 2X4 TOP PLATE JSS 2X4 WOOD STUDS a24' O.G. SLAB NOTE: STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16" O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24" O.C. TYP. INT. WALL (NON -BRIG. SCALE: 3/4' =1'-0' FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW5.1.1 ON �6' OS.B. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL- DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PERK-" PLAN 1/2' CLG. 1/2' DRYWALL SECURE BT. PLATE TO SLAB W/ 10d MASONRY NAIL 0 32' O.G. MAX 0'-0' FIN. FLR 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD PER ELEVATIO SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL 1oH„ PER ELEVATION m - YP. T R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES -- SPECIFICATIONS I : REFERENCE STRUCTURAL 1x2 F.T. FURRING—--,,,, STRIPS m 24' O.C. 1/2' THICK, 2 COAT PORTLAND—y` 8' CMU CEMENT PLASTER APPLIED 1/2' GYP- W� L. BD. DIRECTLY TO MASONRY �— WOOD BASE 0'-0' FIN. FLR ,L 5' DIA. SLEEVE, DO NOT CUT BOND REAM - SOLID GROUT W/ (1)- 05 (2) COURSE DO NOT CUT THE BOND BEAM REBARS 2A PIPE THROUGH BOND BEAM D1 SCALE:3/4'=I'-0' FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1-1 ON 0.8B- SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE —REFERENCE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR r1 W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE: PER SECTION 905.1.1 - FOR ROOF SLOPES 2.12 TO LESS THAN 4:12, A 5 1-STORY HIP BLOCK WALL (2) 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 D226 TYPE II, ASTM D 4869 TYPE IV, OR ASTM D 675_1 \ CAULK AND SEAL 6AB LNE I }' PVC SLEEVE FOR GAS LINE a' mN N' GYP. UL. W. WOM BASE 2GAS LINE THRU BLOCK D1 SCALE: IR'•I'-O' FIB LASS SHINGLES OVER "'30 LT PAPER OR SYNTH IC PRODUCT, INSTALLED R SECTION R905.1.1 �' O.S.B. SHEATHING O 'CDX PLYWOOD SECURE PER FASTENER SCHE E MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P-T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT--L-- PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0" FIN. FLR, 8CMU' 1' - m" TYP. o.H. 1/2' THfCK, 2 COAT - PORTLAND CEMENT PLASTER APPLIED PIMOTLY TO MASONRY GALV. STEEL L TRACK BRACKETS FASTENED TO WOOD JAMB PER PRODUCT GALV. STEEL ..... — APPROVAL REG. VERTICAL TRACK BY MAUR FASTENED TO TRACK BRACKETS W/ PRODUCT APPROVAL REG. CORNER BEAD e' CMU BEE STRICTWAL FOR REINFORCEMENT 2x6 P.T. LLD ATTACHED TO FILL CELL AS PER PRODUCT APPROVAL REGL SEALANT BACKER ROD WEATHER STRIP MOULDING ALL AROUND (BY DOOR MANIIF.) OVERHEAD POOR BY OTHERS GARAGE DOOR JAMBS SCALE: 1 1/2"=1'-m" 2x BLOCKING BETWEEN TRUSSES PER STRUCTURAL DETAILS - \ \f PER STRUCTURAL TAT ALL UPRIGHTS PER STRUCTURAL DETAILS TCPRE-ENG WD.TRUSS PER ELEVATION ONT. 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 CLG. BOARD FIBERGLASS SHINGLES OVER 030 FELT PA OR SYNTHETIC PRODU , INSTALLED PER CTION R905.1.1 ON �6' S.B. SHEATHING �' CDX PLYWOOD ECURED PER I.0 FASTEN SCHEDULE MTL. RIP EDGE O.H. 2" ASCIA PER EVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS R-4.1 INSULATION 1/2' THICK, 2 COAT WINDOW ATTAc; �S�� PORTLAND CEMENT MANUFACTURES SPEE_l�fq NS PLASTER APPLIED FERDIRSCTLY TO MASONRY ENGE 5T CTURAIL lx2 P.. U ING STRIPS 2 1/2' GYP. W $ 8' CMU W��BAS �0'-0' FIN. FLR A W WINDOW PENING B TYP. WALL SECTION NO OP NG -STORY GABLE BLOCK WALL SCALE: 3/4' = I' -O' 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F w w U 0 F 0. r) 03 W O F A ti SUBDIV. I CREEKLOT #PROJECT# 04321.200MODEL:4EH"2605-HA GARAGE SWING: LEFT PAGE: DETAILS 60 MPH EXP. JC ARCHITECT: STATE OF FLORIDA OCT 17 21T19 - MICHAEL C. ANDERSON AR NO 17305 PRINT 10 14 19 DATE: SCALE: 1 /4"=1' — 0" SHEET D 1 FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1-1 ON I}' O_5 B. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG WD. TRU55-- 24' O.G. MAX. METAL DRIP EDGE 2x FASCIA PER - ELEVATIONS VENTED — SOFFIT REFERENCE - STRUCTURAL 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY IX2 FIRE -STOP SEE STRUCTURAL 1X2 FIRE -STOP 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY IX2 FIRE -STOP o.H. TYP. ojLEER LEVATION R-30 INSULATION PER ENERGY CODE FORM. 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD Ix2 FIRE -STOP R-4.1 INSUL. w w lL FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RS05.1.1 ON I.' O.S.B. SHEATHING OR �' GDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG WD. TRUSS 24' O.C. MAX. ELEVATION METAL DRIP EDGE - R-30 INSULATION PER ENERGY 2x FASCIA PER CODE FORM. ELEVATIONS I' P 11 C.P. 5/8' GYPSUM BOARD TYP. OR 1/2' HIGH STRENGTH VENTED CLG. BOARD SOFFIT 3 Ix2 FIRE -STOP f s REFERENCE STRUCTURAL R-4.1 INSUL. WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL z 3/4' T E G SUESFLOOR W, GLUED AND NAILED 1/2' THICK, 2 COAt Lu AS> SC PER NAILING PORTLAND CEMENT SCHEDULE PLASTER APPL IED �i DIRECTLY TO MASONRY ER ' -ELEVATION IX2 FIRE -STOP c— SEE STRUCTURAL 77 YA�PER LEVATION �ar 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD P'ER ELEVATION IX2 FIRE -STOP R-4.1 INSUL. WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS -REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS 6 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 3/4' T d G SUBFLOOR GLUED AND NAILED AS PER NAILING SCHEDULE R LE VATION *R LSr=_V_ATION 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4.1 INSUL. Ix2 P.T. FURRING STRIPS is 24' O.C. 8' GMU 1/2' GYP. WL. BD. WOOD BASE u u H W/ WINDOW OPENING ,�,LITHOUT WINDOW OPENING 2-STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F w y U w C. 0. W G F A F ti SUHDIV. 8e LOT: CREEKSIDE LOT #104 PROJECT# 04321.200 104R1 MODEL: 4EHB '2605-HAYDEN" GARAGE SWING: LEFT PAGE: DETAILS 60 MPH EXP. C i. ARCHITECT. STATE OF FLONDA I �- I MICHAEL. C: ANDERSON AR NO 17305 PRINT DATE- 10 14 19 SCALE: 1 /4"=1P 0" SHEET �2 SCALE: 3/4' =1'-O' SECURE 2x6 MIN. TO BLK W/ (2)VXS' A -BOLTS 4' EMBEDMENT MIN. W/ 2'X2'XA WASHER AND NUT SPACED EVENLY FROM FLOOR TO GARAGE DOOR HpRr IN PE: TO FILLI L � I C JI 'SECURE 2x4 ON --- FLAT TO BLK W/ CUT NAILS. SIDES: 2x6 GARAGE DOOR BUCK W/ (5) 1$'XS' A -BOLTS 4' EMBEDMENT MIN. W/ 2'X2'Xys WASHER AND NUT SPACED EVENLY FROM FLOOR TO GARAGE DOOR WDR. IN JOINTS PRIOR TO FILLING. I-2X6 Pt BLOCK • CENTER OF DOOR HEADER W/(I)Yi'X8' J-BOLTS 4' EMBEDMENT W/ 2'X2'XYa' WASHER AND NUT. ME ME J INOTES: I J ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR 1 BUCK ATTACHMENT 8' CMU Y2' DRYWALL I'X4" OR I'X2' P.T. NAILER :�—Fr,Ix4 P.T. OR %'X4' MIN. ❑ SECURE THRU FRAME 4 EXTEND 1-Y4' INTO BLOCK ❑ W/ WS' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I-Y4' WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +3/4 OR +5/4 WINDOW TO BLOCK +3/4 OR +5 4_ A SCALE: N.T.S. 2X4= SECURE TO BLOCK W/ 3W 2X4= TAPCONS (MIN. SHANK SIZE SECURE TO BLOCK W/ W c,' .145 TAPCONS MIN. HEAD SIZE 300 (MIN. SHANK SIZE .145 MIN. EMBEDMENT I Y4') MIN. HEAD SIZE 300 WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X MIN. EMBEDMENT 1 Y4') 15" O.G. MAX SPACING. MUST BE ON OUTSIDE 4 WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 2X6 SECURED THROUGH 18' D.C. MAX SPACING. MUST BE ON OUTSIDE 4 SECURED THROUGH 3t SECURE TO BLOCK W/2-3i{6 TAPCONS NON-STRUCTURAL 3(6' 2X6 Ne.' TAPCON MIN. I-Ya SECURE TO BLOCK W/2-%,NON-STRUCTURAL TAPCON MIN. 1-Y4' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK. TAPCONS EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 all CMU (MIN. SHANK SIZE .145 MIN. EMBEDMENT I Y4') Yi DRYWALL MIN. HEAD SIZE 300 8' CMU WITHIN 8' OF EACH END 4 MIN. EMBEDMENT 1 Y4') 'DRYWALL 18' O.G. MAX SPACING. VX4' OR I"X2' P.T. NAILER WITHIN 8' OF EACH END 4 1 X4 OR I'X2' P.T. NAILER 2X8:® 18' O.G. MAX SPACING- ❑ SECURE TO BLOCK W/2-3iW6' IJ u ){6' OS.B. X 4' MIN. 2X8 TAPCONS SECURE t0 BLOCK W/2-3{6' (MIN. SHANK SIZE .145 DOOR CASING TAPCONS DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW (MIN. SHANK SIZE .145 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 ATTACH TO 2X PER MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') DOOR JAMB OR WINDOW 18' O.G. MAX SPACING. MANUFACTURES DETAILS. WITHIN 8" OF EACH END 4 ATTACH TO 2X PER NOTE: SHIM AS NEEDED TO PLUMB JAMB W O.G. MAX SPACING. MANUFACTURES DETAILS. (DO NOT EXCEED Y4') NOTE: BRIM AS NMPM TO PLUMS JAM mo NOT D V) DOOR JAMB TO BLOCK +1-15//16" DOOR JAMB TO BLOCK +T C WINDOW TO BLOCK +1-15/16" WINDOW TO BLOCK +T SCALE: N.T.S. SCALE: N.TS. 2X4= 2X4cm SECURE TO BLOCK W/Y4' TAPCONS(MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1114') NOTE: STRUCTURAL 2X WITHIN S' OF EACH END 4 MUST BE ON OUTSIDE 4 18" O.G. MAX SPACING. SECURED THROUGH 2X6:® NON-STRUCTURAL SECURE TO BLOCK W/1-1/4' TAPCON MIN. 1-Y4' TAPCONS(MIN. SHANK SIZE EMBEDMENT INTO BLOCK. .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') "CMU DRYWALL WITHIN 8' OF EACH END 4 IS' O.G. MAX SPACING. I' X4' OR I'X2" P.T. NAILER 2X8cm ❑ SECURE TO BLOCK W/1-1/4' 7{6' 0.5.5. X 4' MIN. TAPCONS (MIN. SHANK SIZE .145 1 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. NaM: BHIM AB NEEDED TO FU MD JAM (00 NOT S> EEP ') DOOR JAMB TO BLOCK +3-7/16' WINDOW TO BLOCK +3-7/16" G SCALE: N.T.S. 2X :® 2x4:® SECURE TO BLOCK W/ "LX4:® SECURE TO BLOCK W/ 3(� SECURE TO BLOCK W/ 3iW6' TAPCONS SECURE TO BLOCK W/Y4' TAPCONS OR t (MIN. SHANK SIZE .145 TAPCONS (MIN. SHANK SIZE .145 HA (MINN_ . SHANK SIZE .145 MIN. HEAD SIZE 300 (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') MIN. EMBEDMENT 1 Y4') WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X MIN. EMBEDMENT 1 Y4') WITHIN 8' OF EACH END 4 WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18" O.G. MAX SPACING. MUST BE ON OUTSIDE 4 WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.G. MAX SPACING. 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6:® SECURED THROUGH 18' O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2X6:® 2X6tm SECURED THROUGH 3t SECURE TO BLOCK W/2-Wb' NON-STRUCTURAL (6' 2X6mm SECURED THROUGH SECURE TO BLOCK W/2-W&' SECURE TO BLOCK W/2-We,' NON-STRUCTURAL W(,' TAPGONS(MIN. SHANK SIZE TAPCON MIN. 1-Y4" SECURE TO BLOCK W/1-1/4' NON-STRUCTURAL %(6" TAPCONS(MIN. SHANK SIZE TAPCONS TAPCON MIN. I-Y4' .145 EMBEDMENT INTO CSLOCK. TAPCONS TAPCON MIN. 1-Y4 .145 (MIN. SHANK SIRE .145 EMBEDMENT INTO BLOCK. MIN. HEAD SIZE 300 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK. MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') 8' CMU MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 Yi" DRYWALL MIN. EMBEDMENT 1 Y4') 8' GMU WITHIN 8' OF EACH END 4 �8 CMU WITHIN S OF EACH END 4 8' GMU Yt' DRYWALL 18' O.G. MAX SPACING. ❑ I'X4' OR 1'X2" P.T. NAILER WITHIN 8' OF EACH ENE) 4 DRYWALL 8' O.G. MA SPACiNG. '" Yi" DRYWALL 18 O.G. MAX SPACING. ❑ VX4' OR I'X2' P.T. NAILER 2X8:® 2ND 2X SECURE TO 18' O.G. MAX SPACING.' ❑ 1'X4' OR I'X2' P.T. NAILER 2X8'® I'X4' OR 1'X2' P.T. NAILER 2X8c SECURE TO BLOCK W/2--We,' DOOR CASING TAPCONS(MIN. SHANK SECURE TO BLOCK W/2-�(AA STRUCTURAL MEMBER 2X8 SECURE TO BLOCK W/I-I/4' ' P.T. X 4' MIN. SECURE t0 BLOCK W/2-3i6' DOOR CASING TAPCONS .145 W/(2n2d WITHIN 8' OF EACH TAPCONS POOR CASING TAPCONS (MIN. SHANK SIZE (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300END 4 6' TO 8' O.G. MAX - (MIN. SHANK SIZE .145 .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Ya')POOR CASING MIN. HEAD SIZE 300 mv MIN. EMBEDMENT 1 Ya') ATTACH TO 2X PER MIN. EMBEDMENT I Y4') ATTACH TO 2X PER WITHIN 8' OF EACH ENDDOOR JAMB OR WINDOW MIN. EMBEDMENT 1Y4') DOOR JAMB OR WINDOW WITHIN8'OF EACH END 4 MANUFACTURES DETAILS. WITHIN 8" OF EACH ENE) 4 MANUFACTURES DETAILS. 18 O.C. MAX SPACING.TTACH TO 2X PER WITHIN 8' OF EACH END 4 ttACH t0 2X PER 15' O.G. MAX SPACING. 18' O.G. MAX SPACING. MANUFACTURES DETAILS. IV O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (p0 NOT EXCEED Y4') NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM AS NEEDED t0 PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +1-1/2" DOOR JAMB TO BLOCK +2 1/4" DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLOCK +3 3/4" B WINDOW TO BLOCK +1-1 2 %T�� WINDOW TO BLOCK +2 1/4" _ F WINDOW TO BLOCK +3" iu1 WINDOW it TO BLOCK +3 3/4" SCALE: N.T.S. USGALE: N.T.S. SCALE: N.tS. SCALE: N.TS. 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W W U W 0 F U O F q SUHDIV. 8e LOT: CREEKSIDE LOT #104 PROJECT* 04321.200 104R1 MODEL: 4EHB "2605—HAYDEN)" GARAGE SWING: LEFT PAGE: DETAILS 60 MPH EXP. JC ARCHITECT- STATE OF FLORIDA OCT 17 2019 MICHAEL C. ANDER AR NO 17305 r"ij' a DATE: 10 14 19 SCALE: 1 /4"=1' — 0" SHEET D3 OI. FOLD INWARD • PT. A O1. FOLD INWARD • PT. A 2. G1MAM • PT. B i O I. FOLD INWARD • ® I. FOLD INWARD • FT. A PT. A 7. CREASE • Pt. B a. GREASE • PT. B 3. GREASE • PT- C 3. GREASE • PT. C 4. FOLD PT. G OVER It. B TILL PT. G TOUCHES BOTTOM FLANGE ® ®FOLD • TT• NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES FELT UNDERLAYMENT SHINGLE ROOFING) DRIP EDGE: OVERLAP 3', EMEND 1/3' BELOW SHEATHING, MECHANICALLY FASTEN 4' OG. MAX. / ® BOTTOM FLANGE WATER TIGHT SEAL. FOLD, QQ NQl CUT. J' THIIGic, 3 GOAT CEMENT PLASTER (FRAME), IA' a COAT CEMENT PLASTER (CM) WRB LAYER 02, FORTIFII3ER �WILDNG PAPER (FRAME ONLY) WRB LAYER 01, �rUa-CW WRAP (FRAT't£ ONLY) LAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP WRB APPROX IV ABOVE SHINGLES (FRAME ONLY) FRAME OR cr-u EXTERIOR CfY]Fni� �I I Ar�Fn SXS WALL FLASHING PASC1A WRAP KICK -OUT PLAS14NG (SEE DETAIL) � KIC KO UT DETAIL WATER TIGHT SEAL (BEND OR SOLDER Do NOT GUT) 1/16' ZIP SHEATHING SYSTEM ( INSTALLED PER MANUF. SPECS.) OR WOOD SHEATHING OR CMU WRE5 LAYER 01, STUCCO WRAP (FRAME ONLY) THICK, 3 COAT CEMENT f PLASTER (FRAME), 1/2" 2 GOAT li CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB E TAPE OVER ROOF/WALL SCREED z 5"X5" 'L" TYPE CONTINUOUS GALV. METAL FLASHING z )NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF CEMENT NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEF MANUFACTURERS INSTALLATION PROCEDURES ROOF PER ELEVATIONS FLASHING gti DRAINAGE fi LANE (UJfR5 LA4�ER #1/ STUCCO WRAF) LUR5 LA4�ER 1*2 (FORTIF15ER BUILDING FA ER) 1"IETAL LAT+4 x x x--x STUCCO WOOD SHEATHING OR 1/16" ZIP SHEATHING SYSTEM ( INSTALLED PER 1" IANUF. SPECS.) SELF-AZ)HE51VE FLASHING — -- NOTE: 1 IETAL LATH: LATH TO BE FER SECTION R103.7.1 / A5T1„I C - B4i - sag) 1"I IN. 2.5 L 85. FER SO. ` ARD (UTILITY OR N01„I INAL LATH DOES NOT i*'IEET SPECIFICATIONS) 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F N U t4 F 0. U W 4 F A p: I� �s BVSDIV. 8e LOT: CREEKSIDE LOT #104 `r PROJECT# 04321.200 104R1 MODEL: 4EHB "2605—HAYDEN" GARAGE SWING: LEFT ]PAGE: WALL ASSEMBLY DETAILS I?� L60 bSPH EXP. C F' ARCHffECT-- I STATE OF FLORIDA i MICHAEL C. ANDERSON AR NO 17305 J ram"" ` DATE: 10 14 19 SCALE: 1/4"=1'-0" 1 LEGEND DRAINAGE PLANE (WRB LATER #1, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - 5UILDING 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-103.7.1 / ASTI"I G-04-1-013, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) BUILPING PAPER OVER 'QUICK FLASH' PIPE THROUGH WALL b" SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILPING PAPER — UNDER -QUICK FLASH' ELEC- METEF VERIFY LO Owl LF- — STUCCO FINISH 6" SELF ADHESIVE OVER TOP E SIDES SELF FLASHING UNIT PREMANUF- DRYER VENT CAP (SET IN CONT. SEALANT.) SEALANT IT TOP d SIDES BLOCK 7 I / VVI=: V IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES A VENT PENETRATION SCALE: N.t.S. Af�tA I V KtC,m l Y>= STUCCO SCRATCH COAT @ 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION 1. METER FIELD :Y LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM /IV_»1- AT CTI IS II ,�R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER *1, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH THA NO MEMBRANE ENTERS BOX, APPLY TO FAi EDGE APPLY E-Z OVER 60 MI GRADE 'D' FELT-PROVI SEALANT AT JOINTS AND INTERSECTIC WRB LAYER 44, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING, OVER BOX AND OVER APPROVED WRB LAYER *I 5TE1= 1*1 APPLY 60 MIN - GRADE "D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP 5T E F #3 I 5Tf= 1`12 WRB LAYER 01, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING WRB LAYER *2, FORTIFIBER BUILDING PAPER STET 1= * ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP "5 57EP #G OELECTRICAL RECEPTACLE Lwww.abdesigngroup.com 51 S. APOLLO BLVD., SUITE 202 OURNE, FLORIDA32901 H: 321-802-3591 AA #: 0003325 w 0 Q. Cu F A 64 StmDIV. 8e LOT: CREEKSIDE LOT #104 PROJECT# 04321.200 104R1 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: WAJEXVP. ASSE DET 60 MPH ARCHffECT= STATE OF FLORIDA OCT 17 2019 MICHAEL C. ANDERSON AR NO 17305 PRINT 10 14 19 DATE• / / SCALE: 1/4"=1'-0" SHEET LEGENT DRAINAGE' PLANE (UJR5 LATER 01, STUCCO UJRAP) LJRB LAYER #2 (1=CRTIF15ER - - - - - 5UILDING PAPER) METAL LAT14 x x x x -a 10001D 5HEATHING -_ OR -1/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SP3=CSJ SELF-ADHESIVE PLASHING 2 I /2 ° CORNER BEAD (FASTENER 4 SPACING w I" O.G.) NOTE: IF ZIP SHEATHIWa SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES 17 crlu r/8" THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY (14� COR]�TER BEAD � BLOCK 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-802-3591 www.abdesigngroup.com �> AA #: 0003325 r L< r14 P4 "a h r, „ I i Iu 11 z S'USDIV.ro> CREEKSIDE LOT #104 I PROJECT# 04321.200%104R1 MODEL• kt; 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: WALL xI ASSEMBLY 9 DETAILS %160 MPH EXP. C { STATE OF FLORIDA s4 f OC f' 1 j iC HAEL -b. ANDERSG+ I �J AP NO 305 DATE: 10 14 19 SCALE: 1/4"=1'-0" All SHEET J 1 II I I 11 �1 W/1 "x4" NOTCH a END, WRAPPED IN PEEL 4 STICK DRIP EDGE 1/5" TEXTURED FINISH a WOOD 1/2" TEXTURED FINISH a CMU METAL FASCIA WRAP Y8' FROM STUCCO, 1" FROXTERIOR WALL (FRAME OR CMU NOTE: NOTCH FOR 2X6 SUB BAND ONLY � I � I � 1 � I � � METAL FASCIA WRAP 2X6 SUB $ANDJ = nt C)f=L=AN B ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) \ DRIP EDGE, 1" OFF WALL NOT INTO STUCCO) \� I 11/8" TEXTURED FINISH a / WOOD, 1/2" TEXTURED \\ // FINISH 10 CMU 2x6 SUB -BAND W/1"x4" NOTCH a END, WRAPPED IN PEEL 4 STICK \�_METAL FASCIA WRAP 1" OFF - WOOD WALL. SUB BAND 2" OFF WOOD WALL 1/8' TEXTURED FINISH s WOOD, 1/2' TEXTURED FINISH ® CMU METAL LATH WOOD SHEATHINGS OR CMU WR5 LAYER 01, STUCCO WRAF(FRAME ONLY) WR5 LAYER 02, FORTRIBER BUILDINGS PAPER (FRAME ONLY) ROOFING CEMENT DRIP EDGE METAL KICK OUT NOTE: I IF ZIP SHEATHING PLEASE SEE MA PROCEDURES PRE-ENG'D TRUSS TO BE CUT G WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4 "x4' - 0' SCABBED TO TRUSS W/126 NAILS 6"-8" O.G. MAX. 2x SUB -BAND W%IY"x4" NOTCH w END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL SUIT BAND DETAIL @ WALL W/KIC K- O UT 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 WIV22"x4" NOTCH a END, WRAPPED IN PEEL t STICK *ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/tYl'x4" NOTCH a END, WRAPPED IN PEEL 8 STICK *ROOF CEMENT m ROOF EDGE OMITTED FOR CLARITY 5515. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F w U rm 4 F a U w C El A SUBDIV. 8a LOT: CREEKSIDE LOT #104 PROJECT# 04321.200 104R1 MODEL: 4EHB "2605-HAYDEN" GARAGE STfMG: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 60 MPH EXP. C ARCHrrECT OCT 17 2019 r MICHAEL C. ANDERSON AR NO 17305 ram&&' ` 10 14 DATE: / /19 SCALE: 1/4"=1'-0" 1 SHEET WA6 R;:�.�r-- 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 +4-0" , SEE SURVEY PLOT FOR NGVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN 39'_$., TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS 2T-10" 10'-01, 1'-10" ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER 4" T-4" 4" 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 JIJ U� FM-12X18 � - C• DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE 100 I WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS o ao o AND WITH THE MANUFACTURES SPECIFICATIONS. °D I 00 10, SEE' ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. N N I 11.01NDICATED #5 BAR, EIINDICATES #6 BAR,■INDICATES #7 BAR VERTICAL 3 4" CONC. w w w LL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE 1.1 I SLAB iv Q. I w HOOKED INTO FOUNDATION BOND BEAM. OR TIE BEAMS WITH AN ACI STANDARD 900 M 0. HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. I \ 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = U L L -=j-,\ LonEll �J 30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS: _ 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL 4 1 FM-16x18 _ _ _ REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE 2.1 S1.1 7OTHERWISE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. Z1-8" 15'-4" 11'-8' 10'-01, 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS 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.0 1.530-13/ASCE 5-13, BUILDING n I 0011 n CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. o 0 ° (o r CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I.530-13/ASCE 5-13, USING: Pm = r TOP OF D �I 1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN SLAB a u- RUNNING BOND. Cl I w v 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER s OF SLAB SUPPORTED U 3'-0" O/C MAX. SEE PLAN FOR WWM SIZE. N INSPECTOR NOTE: 41'-10' T-5" 20'-5" J i. 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING LL `I CODE, RESIDENTIAL, 6thEDITION CW-12x12- �I 4 z e lu 11 - g Z_ J i i ao " 1.1 o F 2 x24 i CD1.1 bD LO 0 00 CWC-12x12 LLIIz1 coo ¢il o Y v LL 0 00 pp 4" VG �N UP TO 2ND FLOOR n I V u �j I = N �CHASE (FIELD VERIFY I >iiw r-I o @EXACT LOCATION) 8 iiw �� ;n 11 r 5 w 1.1 ii w AI o� i� 9- 4„ 2'_8" 9101, 9'-3" 9' S° X CL t co O N 0'-0 I N IN 1 TOP OF T 1.1 SLAB I p io I0 #3 TRANSFER STEEL ' 0 @ 24" O.C. MAX 2 eo I n 1.1 N I CV 0'-0" FIN: ELEV. n T I FIN. CONC. SLAB 0c, (O ILL I I X 4 2' 10" 16'-0" 2'-1 S11 2.1 LL io - 16x18 J - - -FM - SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6x6 W1.4xW1.4OVER GENERAL 3 1/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION, WITH 30" LEG EACH WAY MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-12x18 FM-16x18 12" 16" CONTINUOUS CONTINUOUS 18" 18" (2) #5's (2) #5's (+)0' 0" (+)0" o" FM-20xl8 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" 1 24" 12" 1 (2) #5's (2) #5's (+)0"-0" TE-1 8" SEE PLAN 8" (1) #5's (-)0"-4" 4 4 �0I(f l l �l S1.1 51.1 ti v 0„ 9'-81, LL Cl) FM-16x18 00 OP NI - - -9 a o `1 LL NOTE: WELDED WIRE MESH & a c - FM-12x18 N - JVERTICAL drr REBAR NOT iv I I I . SHOWN FOR CLARITY 20'-4" 6'-8" 4" 10" 0" 4" #3 TRANSFER STEEL @ 24" O.G. MAX ON 1 1/2" 21'-8" 18' 0" CHAIRS @ FOUNDATION SLAB & WIRE TIED TO CONTINUOUS FOOTER STEEL 39 -8" I � +- o' o„ i p TOP OF SLAB L _ SUPPORT #3 W/1 1/2" CHAIRS TRANSFER STEEL INSTALLATION SECURE ST A/C SIMPSON WB GON CONC. W1 UNIT ROLL STRAP C2)-3/I6'X2' OR EQUAL a TAP -CONS EACH CORNER OF UNIT CONG. SECURE STRAP TO SLAB UNITS W/ (2) 118xl 1/4 SHT MTL SCFMWS A/C CONNECTION TO PAD DETAIL SCALE: 3/4"=V-0 FOUNDATION PLAN Ilk SCALE: 1/4" = V-0"WPM 551 S. APOLLO BLVD., SUITE 202 IMELBOURNE, FLORIDA329( PH: 321-802-3591 l': rruww.abdesigngroup.corn AA #: 000332 Z n dk F N El I o '' rw rn I 2 I s 0. 3 a co t Ix I' 4 � rl - CREEKSIRE k LOT #104 ROJECT# -- 04321.200 104R1 3. ODEX. rN 4EHB a "2605-HAYDEN" GARAGE SWING: LEFT ]PAGE: a FOUNDATION E PLAN 160 MPH EXP. C ��- ARCHFFE-C®I STATE OF FLORIDA 7 2019 r � -yN MICHAEL C. ANDEASON AR NO 17505 �, PRINT 10 14 19 .TE: / / SCALE: 1/4"-1' - O" SHEET s l z � STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND } SPACING REQUIREMENTS Q Lu ca 00 N - Z 8" CMU WALL O co I SEE SLAB SCHEDULE EXT. PORCH SLAB L 4" CHAMFER (1-STORY) W/1/2" ISOLATION 6" CHAMFER (2-STORY) JOINT (WHERE APPLICABLE) z SEE SCHEDULE FOR WxD, BAR SIZE_4 . AND BAR QUANTITY EXTERIOR MONO -FOOTING SCALE: 3/4"=,' 0" BOLLARD LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. LAP TO OCCUR OVER STUD 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE 2" CAPPED GALVANIZED PIPE W/FLANGE @ BASE 0 MSECURE FLANGE TO SLAB S 4j 1/4" X 21/4 TAPCON SGALL: 314"=V-0" VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCKING SECURE BT PLATE TO SLAB W/10d MASONRY NAIL 16" O/C STAGGERED. ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO UPLIFT IS PRESENT. SEE SLAB SCHEDULE —SEE SCHEDULE FOR BAR SIZE BAR AND. BAR QUANTITY INTERIOR FOUNDATION WOOD WALL SCALE:3/4"=V-0" (NO UPLIFT) l� BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" STEEL REINFORCING IN GROUTED a CELL SEE PLAN FOR SIZE AND o I SPACING REQUIREMENTS aLu m Lu w °- 01 ! p 8" CMU WALL o ? TOP OF SLAB =CHAMFER SCHEDULE EXT PORCH SLABY)W/ 1/2" ISOLATION RY)JOINT (WHERE APPLICABLE) zFOR WXD, BAR SIZE AND BAR QUANTITY,' N nn EXTERIOR MONO -FOOTING \G @ GA RAGE SCALE: 3/4"=l'-0" Lu uj I a U) NEW REINF. BAR O o- SECURED W/ 2- PART a EPDXY. MIN. EMBED 8", UNO a p FOLLOW ALL MANF. :c SPECIFICATIONS FOR I USE AND F � PREPARATION OF D �.. x. • 4„ 4„ HOLE. z Lu co O'QO 3 ... 4" CHAMFER (1-STORY) 6" CHAMFER (2-STORY) ADDING BAR TO MONOLITHIC FOUNDATION tiGALt: J/4'=1'-U POURED LINTEL CONT. (TYP.) o'r 8" CMU FILLED CELL (TYP.) 2X WALL FRAMING 1/2" DIA. USP 7250SD BOLTS 5" MINIMUM EMBEDMENT INTO GROUTED CELL, 4" FROM ENDS AND 16" O.C. VERTICALLY MAX INTERIOR FRAME BRIG WALL TO BLOCK WALL CONNECTION LE: 3/4"-V-0" EXT. PORCH SLAB W/ 1/2" ISOLATION JOINT (WHERE APPLICABLE) 6" PVC CHASE— THRU FOOTING 30" MIN. EACH, WAY MONOLITHIC FOOTING r i FM CORNER BARS, SAME SIZE AS BAR IN FOUNDATION WITH 30" LEG EACH WAY AT ALL CHANGES IN DIRECTIONS ` SO THAT THE STEEL REINF. IS CONTINUOUS MATCH AMOUNT OF CONTINUOUS BARS ILL CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST NUMBER OF BARS (ie. 2 TO3, PROVIDE 2 BARS), LINO MONOLITHIC FOUNDATION 3 CORNER BARS DETAIL SCALE. 3/4"=l'-0" Zu Q J J D U 0 w w w= cn U U RECESS AROUND GARAGE 4 DOOR OPENING _ SCALE: 3/4"=t'-0" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C RTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING WALL W/ SYP - PROVIDE BLOCKING No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL 16"O/C STAGGERED. ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO UPLIFT IS PRESENT. w Fr rSEE SLAB SCHEDULE SLAB' — a r j EQ. EQ. EE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY INTERIOR CURB FOUNDATION WOOD WALL / SCALE: 3/4"=,'-o" (NO UPLIFT) Z STEEL REINFORCING IN GROUTED - — CELL SEE PLAN FOR SIZE AND — } `SPACING REQUIREMENTS ¢Lu 00 a - --. O W Z 8" CMU WALL M, U-0,. + 0 0" TOP OF SLAB „ a a TOP OF SLAB J. �SEE SLAB SCHEDULE z CHAMFER,(, -STORY) 6" CHAMFER (2-STORY) • Z MATCH STEEL 2 REINFORCEMENT iv PER SCHEDULE W O e-, U a 6" PVC CHASE THRU FOOTING MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR WxD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE 12 THRU FOOTING SCALE: 3/4"=V-0" BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42° 551 S. APOLLO BLVD., SUITE 202 ELBOURNE, FLORIDA3290: PH: 321-SO2-3591 www.abdesigngroup.com AA # 0003325 `l o M` a SUET LOT: is r* CREEKSIDE LOT #104 jMPIROJEC 04321, 200 104R1 ®DEL: 4EHB "2605- HAYDEN" ,AnAGE SWING: LEFT x DETAILS x F3 E I fig., � 4 MPH EXP. C ARCHrrECT• STATE OF FLORID 1/ I I! MICHAEL C. ANDERSON *•, AR NO 17305 OA10 14 19 TS• SCAT 1/4"=1'-0" SHEET I 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-8023591 www.abdesigngroup.com AA #: 0003325 _EO (M CREEKSIDE LOT #104 PROJECT# 04321.200/104R1 MODEI. 4EHI3 "2605-HAYDEN" QARA0E SWING: LEFT ]PAGE. FIRST FLOOR DOWEL PLAN 60 MPH EXP. ARCHffECT STATE OF FLORIDA 4A --OCT, 17 -2019 ,WCHAEL C. ANDERSON AR NO 17305 PRINT DATE: 10/14/19 ry VJzCJ41,Z: 1/4"=1'-0" SHEET S1® t- 9. 'p CLEAN OUT REQUIRED Q FOR INSPECTION 00 v O 0' 0" FIN. FLR. TIE ERTICAL REBAR: TO HORIZONTAL REBAR W/ 10" HOOK 21 Z LU il) O U HORIZONTAL/VERTICAL REINFORCING SCALE: 3/4"=1'-0" w U BAR SIZE 48 BAR DIA. #3 181, #4 24" #5 30" #6 36" #7 42" > = NEW REINF. BAR 00- SECURED W/2-PART d 0- I EPDXY. MIN. EMBED 6", UNO QFOLLOW ALL MANE. m a SPECIFICATIONS FOR I = USE AND m PREPARATION OF i HOLE. STEEL REINF_ OF BOND, BEAM ADDING BAR TO 4 BOND BEAM SCALE: 3/4"-1'-0" Ell z_ 75 N OFFSET METHOD HORIZONTAL/VERTICAL REINFORCING SCALE: 3/4"=1'-0" CONTINUOUS METHOD BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" 40 1 '-0" co 0� CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 3/4"=1'-0" 551 S. APOLLO BLVD., SUITE 262 MELBOURNE, FLORIDA32901 PH: 321-802-3591 www.abdesigngroup.com _? AA #: 0003325 f, W y v 1 O ; F. r, r4 I� W 1 O i "yL Y G; T �3• ' CREEKSIDE LOT #104 PROJECT# 04321.200 104R1 MODEL: 4EHB 2605-HAYDEN" GARAGE SWING: LEFT PAGE: l DETAILS n- pqL- All �sr 9—., ARCHII CT: STATE OF FLORIDA i7 iE a DCT 204 MW'-'- ',AEL C. ANDERSON AR NO 17305 PRINT DATE: 10 14 19 SCALE: 1 /4"=1' — O" SHEET S1. 10 2 A 1 FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: f USP HTA16 W1 (9) 1 Od x 1 1/2" HDG NAILS I 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 1S 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, .1777 ' x 2 7/8" LONG, WITH WASHER @ 16" O.C. 1.0. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. fl 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. HEADER SCHEDULE MARK SIZE 8 REMARK DESCRIPTION Y (2) 2X8' BEAM SCHEDULE`: RRRRRM INDICATES OPENING BELOW /T.O.B. =TOP OF BEAM/ B.O.L. =BOTTOM OFLI' L/T.O.A.=TOPOFA CH/T.O.S=TOF'OFSLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (psi) IZE 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) Wr N/A — GROUTED SOLID "CAST—CFZElE'a SAFE OAD TABLES SAFE LATERAL LOADS FOR SAFE GRAVITY LOADS FOR 8" PRECAST &PRESTRESSED U-LINTELS 8" PRECAST & PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST& PRESTRESSED U-LINTELS AR FOOT A4wer-Cwn� SAFE LOAD SAFE LOAD - POUNDS PER LINEAR FOOT cwar��w w SAFE LOAD - POUNDS PER LINE PLF 1 TYPE LENGTH SU8 8F8-0B BF12-06 BF16-OB BF2D-0B BF24.09 BF28-OB BF32-0B TYPE LENGTH BUS 8F8 RCMU TYPE LENGTH 8FB-iT 8F12.1T BFi6-1T BF20-1T SF24.1T SF28-1T BF32-0T 8F8-1B BF12-1B 8F16-iB BF20-1B 8F2443 BF28-1B 8F32-16 8F8.2T BF12-2T 8F16-2T BF20-2T BF24-2T 8F28-2T BF32-2T T-6" (42") PRECAST 2231 3069 3719 5163 $607 8054 9502 10951 T-6" (42") PRECAST 1025 1024 1598 T-6" (42") PRECAST 1569 2655 3524 4394 6263 6132 7001 3069 4605 6113.`. 7547 8974 10394 11809 1569 2655 3524 4394 6263 6132 7001 4'-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 4'-0" (46") PRECAST 765 763 1309 4'-0" (48") PRECAST 1363 2305 3060 3815 4570 5325 6D79 2693 46D5 6113 7547 8974 10394 11809 1383 2305 3080 3815 4570 5325 6079 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 54M 6224 4'-6" (54") PRECAST 592 591 1073 4'-6" (54") PRECAST 1207 2040 27D7 3375 4D43 4711 5379 2189 4375 8113 7547 p, 8672 10294 11809 1207 2040 2707 3375 4043 4711 5379 5'-4" 64" PRECAST ( ) 1217 S-4" (64") PRECAST 411 745 5'4' (64") PRECAST 1016 171�,,, 2276„ 2e3B 33ss 3ss1 4622 1663 ao90 5365 7s47 { pe 734z,a) ( 8733,q I 4o 77,a l 1016 1715 2276 2838 3399 3961 4522 F-10" 70" PRECAST ( ) 1062 1105 1173 1631 2090 2549 3009 3470 6-10" (707) PRECAST 339 616 5-10" (70") PRECAST 909 1567pe) 208Q,a) 2593 3107 3620 ,a) 4133 la1 1451 2622 4360-. .7188 { 6036(,3) 718111a) 83281m) 929 1567 2080 2593 3107 3820 4133 6'-6" (78") ' PRECAST :. gOg 1238 2177 3480. 3031 3707 4383 5061 6'-6° (78") PRECAST r42 721 490 6'-6" (78") PRECAST 83511 1407(zs) 18 z1 23291n 279%a, 3251p") 3712Oz) 1238 2117 3480 5381 6360 10394av) 8825 po) 835 1407 1868 2329 2790 � $251 3712 T-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 T-6" (90") PRECAST 534 363 " T-6" (9Q) PRECAST 727 pa 106 a 1624s, 2025 2426(" 2827zs 3228(, 10111729 2661 3898 5681 84671a") 6472(,$)699 727 1224 1624 2025 2426 2827 3226 (112') PRECAST 5y; 1160 1825 - 2564 3486 2818 3302 94" (112") PRECAST 512 230 9' 4" (112") PRECAST 591 708zs 113630) 1474cm) 1815(3,) 2157aa 2500 a9`-4" 752 1245 1843 2564 3486 47051nt 6390(an 591 862 1316 1643 1969 2294 2619 1V-6" (126") PRECAST 475 535 890 1247 2093 1 2777 2163 2536 10'-6" (1'26") PRECAST 284 401 180 10'-6" (126") PRECAST 530 575 916(33) 1188(33) 1461(33) 1736(33) 201133 643 1052 1533 2093 2781 36431337 4754 (as) 530 695 1180 p) 1472 (4) 1763 i) 2055 2346 11' 4" ` (136") PRECAST 362 582 945 1366 1846 2423 3127 4006 11'�" (136") PRECAST 260 452 154 11' 4" (136") PRECAST 474 504 pa) 800 u) 1037, 1274 1513 3z 1753 3z ^592 945 1366 1846 2423 3127 4006 494. 607 10471,q 1372(11) 1843 (s) 1915 (s) 2187 (s) 12'-0" (144") PRECAST 337 540 873 1254 1684 2193 2805 3552 12'-0" (144") PRECAST 244 402 137- 12'4" (144") PRECAST 470 p) 458p3) 724 (31) 938 ,v, 11531a2) 1369") 1585(m) 540 873 1254 1684 2193 2805 3552 470 550 94D(m) 1302 ,s 1560(,a). 1818(np 2075 ,a 1IT-4" (160") PRECAST 296 471 755 1075 1428 1838 2316 2883 IT-4- (160") PRECAST 217 324 110 13-4" (1ST) PRECAST 418(,$) 386(.) 607(a3) 786 po) 964 (w)l 1143(31) 1323(31) 471 755 1075 1428 1838 2316 2883 428 460 780 Is) 1159(,l 1418(za) 165�,e) 1887(,,) 14'-O" (168") PRECAST 279 424 706 1002 1326 1697 ' 2127 2630 14'-0" (168") PRECAST 205 1 293 10P' 1 14-0" (168") PRECAST 384 ps 358 p,) 560 {za) 724 (30) 889 p) 1054(30) 1220 3o 442 706 1002. 132E 1697 2127 2630 410 425 717 (9) 1083 z, 1358 z3 1582 zz) 1607 z, W-8" (176") PRESTRESSED N.R. NR NR NR NR NR NR NR 14'-S" (176") PRESTRESSED" N.R. 284 91 14'-6" (176") PRESTRESSED 239 334 (z,) 520 (n) 672 (2a) 825 (a) 978 pal 1131(, ass 78a �370 19Dz 224s zs17 z71z zas 1 ass 663 a 960(w) 1303pa 1518zT 1734 15'4" (184") PRESTRESSED N.R. NR NR NR NR NR NR NR 15'-4" (184") PRESTRESSED N.R. 259 83 15'4' (184") PRESTRESSED 224 313 )za 486 M) 627 sty) 769 p) 911 (,a) 1054pe) 412 710 1250 1733 2058 2320- '2513 230 388 618 e) 908 (23) 1240pa. 1460pr) 1868(zeJ 1T-4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR 1T 4" (208") PRESTRESSED N.R. 194 64 - 1T�" (208") PRESTRESSED 117 263 (,a 405 pa) 521 u) 638 (zr 756 ) 873 n 300 548 950 1326 1609 1849 2047 192 306 508 (3) 740 (,e) 10 1271p, 1473 p,) 19'-4" (232") PRESTRESSED N.R. NR NR NR NR NR NR NR 19'-4" (232") PRESTRESSED N.R. i- 148 52 19'-4" (232') PRESTRESSED 162 229 („) 346 ) 447(, 547 647 zs) 747 z5 235 420 750 1037 1282 1515 :1716 166 263 429 (s) 623 (is) 841 ps) 1059(,, - 1227pa7 21'-4" (256") PRESTRESSED N.R. NR NR NR NR NR NR NR 21'-1" (256") PRESTRESSED ',N.R. 125 42 21'-4" (256") PRESTRESSED 142 204 1, 307 3) 393 (z3) 480 (a) 568 zq 655 N 180 340 598 845 1114 1359 1468. 142 232 373 p1 537 (17) 721 pai 905 (,a) 1048 (zs) 22'-O" (264") PRESTRESSED N.R. NR NR NR NR NR NR NR 22'-0" (264") PRESTRESSED N.R. 116 40 22'-0" (264") PRESTRESSED 137 197 1s 295 379 (z3) 4621 546 (a) 630 (a) 165 315: 550 784 1047 1285 1399 Hqi�El 513 (,r) 688 za 863 a 999 (ze) 24'-0" (288") PRESTRESSED N.R. NR NR NR NR NR NR NR 24'-0- (288") PRESTRESSED I IN.R. 91 33 24'-W (288") PRESTRESSED 342 jzn 418 p,j 492 ,zp 587 (az) 129 250 450 654 884 1092 1222 124 1 202 1 319 1,)l 455 (isj 606 (2a) 1 757,,,) 876 p,) (#) 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 -ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS PRODUCTS BY OTHER TO MEET O D VALUE STATED ABOVE -PRECAST C S R EXCEED S S A PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION -CAS-, E-CRETE DIVISION ACCEPTANCE #: 16-0126.03 8F32-1 TM M/OB 1 i UNO, PROVIDE BB1 WHERE TRUSSES BEAR TOP OF WALL EL. 1U-8" 8F44-1 T/1 M/1 B ♦ 8F16/1T/1M/OB 1 1 N 1 ♦ 10 1 �♦ '♦ , co tL GT of 1(0 �1 1 L 1 LL 1 00 1 a0 I 8F32-1 T/1 M/OB 8F40-1 T/1 M/013 2 � i 8F32-1T/1M/0B GT ,� rco CIO %% % LL �1 � LL °pl 8F16/1T/OM/OB 8F16/1T/OM/OB `��— FIRST FLOOR LIFT BEAM PLAN SCALE: 1 /4" = V-0" Ii 551 S. APOLLO BLVD., SUITE,202 MELBOURNE, FILORIDA32901 _q PH: 321-802-3591 ;I )Ty www.abdesigngroup.com �„� AA #: 0003325 W w a a w E r,, I 1 w 4 sy r CREEKSIDE LOT #104 ROJECTyji 04321.200 104R1 MODEL" 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: FIRST FLOOR LIFT BEAM PLAN AND NOTES @ MPH EXP. STATE OF FLORID=; OCT I p 3Dl9 I MICHAEL C. ANDERSON AHD 1� 10/14/19 SCALE: 1/4"=1' - O" SHEET S 2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK 30" TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=1'-O" SINGLE BOND BEAM AT HIGHER ELEVATION SINGLE BOND BEAM AT LOWER ELEVATION #5 BAR BENT AS SHOWN o OPEN FACE SHELL SO AS TO ALLOW BENT BAR TORE PLACED IN " UPPER AND LOWER #5 MIN. REQUIRED IN BOND BEAM EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD ACI HOOK CORNER BARS 3 AT CORNER STEP SCALE: 3/4"=V-0" NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING. 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. (GX 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING PLACE STEEL REINFORCING ( )L2 HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND LNG AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST �X TWOCOURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. P �P 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM 0 / / COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. �XNG 8x8BOND BEAM F QQ� F = FILLED W/ GROUT W/ (1) #5 BAR (�� U =UNFILLED GROUT SOLID FR \ SAS NOMINAL LINTEL TO TOP 0 WIDTH # OF #5'S, IN BOND BEAM BEAM COURSEE g �X PLO 1 6,- 1 T/ 1 M/O B 8x8 PRE -CAST CC P� F� NOMINAL �� LINTEL W/ (1) #5 E QQE HEIGHT LENGTH OF BAR T # OF #5'S, TOP OPENING -2" BOND BEAM COURSE OR IT IS THIS ENGINEER'S INTENT # OF #5'S, BOTTOM 8x8 PRE -CAST CC THAT XFXX - 1T/1 M/OB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEI AND XFXX- 1T/OM/OB INDICATES A SINGLE BOND BEAM TO PLAN FOR LOI -OPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION SINGLE #5 CORNER - BAR, 30x30 TURNED UP OR TURNED DOWN INTO FILLED CELL n STEEL REINF, OF BOND. BEAM PROVIDE #5 BAR STEEL REM AT EACH SIDE OF OF ELEVATION BOND. BEAM CHANGE CHANGE IN ELEVATION OF BOND BEAM de $a BOND BEAM 1#5 TYP. 8N16" BOND BEAM I' gg 1#5 WOOD SECTION FASTENER SPACING de =2" MIN, 2 4" MAX Sa=2t"MIN, 9"MAX (2) 20 Sr =1 �' MIN, 2 J" MAX ed=4"MIN, 2J"MAX de —2 MIN, 2 q MAX Sa=2 q'MIN, 9 MAX (2) 2x6 Sr =1 J" MIN, 2 } MAX' ed = a.' MIN, 2 2" MAX de =2" MIN, 2 a" MAX Sa = 224" MIN, 9" MAX Sr =1 2" MIN, 2 z" MAX' ed = J" MIN, 2JMAX 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 $a = SPACING. BETWEEN ADJACENT FASTENERS IN A ROW Sr .= SPACING BETWEEN ROWS OF FASTENERS 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 [AELBOURNE, FLORIDA ) PH: 321-802-3591 www. a bd esigngroup p.com AA #: 0003325 W y I U W 0 0. U , W W 'S „dew z CREEKSIDE LOT #104 PROJECT# 04321.200 104R1 MODEL: 4EHB "2605- HAYDEN" GARAGE S VfMG: LEFT PAGE: ) �a � q 5 Yy 160 MPH EX_ rY.:'a ls��dEdXaLYe3',�st ARCHrr ECT- � STATE OF FLORIDA OCT ^1^7 J2�19- MICHAEL C. ANDE9®XI;,! ` AR NO 17305 T"RI T DATE: 10/14/19 V� 4 SCALE:1/4"=1'-0"' SHEET S2•IA FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR:. USP LPTA W/ (10) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. , 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS 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" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATEANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER 1S 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 MARK SIZE & DESCRIPTION BASE PLATE OR REINFORCEMENT ARK k.." WD 1 4X6 (3 Y2"x5 Y") SYP USP HTT4 W/5/8" DIA 5/83.1A PT., WOOD POST x 5° EXP. BOLT r- - - - - - - -- FIRE DRAFT STOP 3/4" SUB FLOOR 2X4 NAILER FOR DRAFT PRE-ENG. STOP FLR. TRUSS f f ELEV. VIEW PRE-ENG. FLR. JOISTS �I �I 3/4" PLYWOOD �I DRAFT STOP �I PRE-ENG. FLR. JOISTS 2X4 NAILER FOR DRAFT STOP 3/4" PLYWOOD DRAFT STOP PLAN VIEW DRAFT STOP DETAILS CONNECTOR SCHEDULE r 11 fAN F i • Mll eh USP 51MVYJN ME ek USP SIMPYJN OLS UPLIFT GRAVITY DLS UPLIFT GRAVITY FASTENER FASTLNLR I ITA 1618 1625 MUA-16 1450 (8)10dXll/2'1PLY,(]I16d2YLY,LMBED4' 1 (8)IDdx 11/2'1-PLY,(6)16d 2-PLY, EMBED 4" (2I HER 1618: 2436 (2)MLIX lfi 1985 (12),I0d.I1/2 1-PLY,LMBLD4' 7(101 lOd x 11" 1-PLY,EMBEU 4" 1900 (10)16d 2-PLY, LMBLD 4" (14) 16tl2 VLY,LM BLD 4 111A 16 1870 11U A-16 1810 (10)10d X 11/2',(8) 16d 2-N-Y, CMBCD 4 (9)10d x142 CUP LY,(8) 16d 2-PLY, EMBED 4" IIIA20 1870 11U A-20 1810 (10)10dx 11/2',(8)16d 2-PLY, EMBED 4' : (9): 10d x11/2 1-P LY,(8) 16d 2-PLY, CM80U, 4" T Z (2)IITA-20 2430 (2) 11 ETA20 2035 (12) 1Dd x 1112 ,1PLY, EMBED 4" (10)Igd x 1112 1PLY; EMBED 4" 2500 (10) 16d 2-PLY, CMBLU 4° (12) 16d APLY,LMeW4 'O L -2 2260 LGl-2 2150 BLN 5 1 4'x 3' ed d It+Andl"n WOOD 1610tl I I / W B" ( ) g •] 14 x2 4 111E WOOD 1616d I I N. I ) I11 DI ITA-20 2430 0L1 qL-20 2480 (16) Cod x11/2,1PLYALTCRNATC USE OF(2)IITA -20 ACCEPTABLE I `(18)-lOdx$1/2,SPEYALTERNATC 71 USE OF(2)IIETA-20 ACCCPTABLL MUG115+ 4175 MGI+> 3965, (1)5/8 A.T.R. IN IIIGII STRENGTH EPDXY(MIN.12"CMBEDC(22) 10d TO WOOD) (1)518 AT8 IN II(HEgRENGTII EPDXY (MIN. 12 EMBED),(22) 10d TO WOOD IUGT2+ 9790 IIGT2+ 10990` WOOD (8) 10d, MASONRY 1213/4'g1R (2)3/4 AlR IN HIGH$lRENG1H EPU%V IMIN 12 EMBED),(16) I0d10W000 IIUGT3+ 98fi0 IIGT3+ 10530 WOOD (8) 10d, MASONRT(2) 3/4'AIR (2)3/4" A.1, R. I N HIGH SI RE NGI H EPUXY I IN I2 RED), (16) 10d 10 WOOD WGl3 3525 LG13SM25 3285 ICONC(413/8"X5"Wedgc-Bolt+ Anehon WOOD(12) WS25 (12)SDS1/4'0"IOGIRDLR,(413,I8" xS"VILNIIUIOWALL LPTA 1510 PARALLLL IO WALL OPtRPENUICUTARiO WALL 41J LTA2 1210 PARA ILL30 WALL 1210 PC RP LNDICUTAR TO WALL (10)10dx 11/2" (10) 10d x11/2" MUG115 VGl 4940 (1)5/8'A.T.R. IN IIIGII STRCNGTIIEPDXY (MIN.12'EMBED),(4]IWTOP/(6)10d EACL/(2) 10d BACKOFTRUSS (1)5/8'ATR IN HIGH STRINGTI I EPDXY IMIN 12" CMB[DI(IRISES 1/4'0" a HUGT 7185 (2)VG1 7185 (2)5/8"A.1.R. IN HIGH SI RENGI H EPDXY (MIN, 12'EMBEDC(8) 10d (215/8 A.I.R. IN HIGH SI RLNGI H EPDXY (MIN.12"tMBLOI,(32) SD51/4°X8" MTW 12 1195 MTS-12 1000 (14)10dx 11/2",(14)10d. (14)lad X 11/2 HEW 16 1260 H15-lfi 1150 (16110d x 11/2",(16)10d (16)10dX 11/2 II1W 20 1530 IHS-20: 1450 ' (24)10d X 11/2", (20) 10d (24)10d X 1112 HIWN 1530 1115.24 1450 (24)Adx 11/2",(20)10d (24�1Odx 11/2' LSTA 12++ 930 MA-121+ 925 (10)10d (10) low LSTA 18++ 1235 LSTA-19, 1235 (14)10d (14)lOd MSIA 18H 1310 MSI A-18» 1315 (14)10d (14I lOtl 1 MS1A 24 1640 MS1A-24- 1640 (18)10d (18I lOtl N MSIA 30 2065 MS1A-30, 2050 (22)10d 1 (LZI 12 K MSTA 36++ 2065 MSTA-36 2050 (26)10d (26). 10d KST1236 38N MSTI-36 3800 (36)10d X 11/2.(26)10d X 11/2 KIN1248 5140 MS1148 5065 (48)10d X 1112" 1 (48)106X l Y/T' LIT AG 1210 116 950 (16)Ed x 11/2",(16)Bd) (8)8d TO Pl TCS,.18) M TO STUDS - SP124 1030 SP4 885 (6) 10d 10 S1 U US(6) 1110 RI -Al E - (6) 10d x 11/2 TO STUDS MP34 5251N F1@1G0% A34 515IN FL@ 160% (4)Rdx 11/2" IO BEAM, (4) Sd x 11/2" 10 ROM. (4)Edx 11/1 10 BEAM, 14) 8d x 11/2" 10 POST HHCP2 800 HCP2 645 (10)10dx11/2' IU I RUSS, 110) 10d X 11/2'10 PLA1L (12)10d X 11/2 R116A : 1380 1110A 1140 (9) 10d x11/2' TO TRUSS, (8) 10d X 11/2" TO (18)10d X 11/2 M UG115&PIIWA 4175 VGT&IIDU4 4565 (28)10d 101 RUSS(10) WS3 WOOD SCREWS IO POSIW/5/B"1HRLAULUNOU (16)-SU51/4'x310 WGOD,(10).SDS 1/4x21/2 W/ 1 HREAOED ROD, (2) NICE S/WASHER/2 PLY !WOOD, MUGT15&PI IDEA 4175 VGT&IID]B 4940 2810E 101 RUSE 10 '3 WOOD SCREWS IO POSTW 58"1HREADLDROU' f 1. ,( IWS // lfi-SU51 flx310 WOOD 3-34"SIUD BOLISW iHRLADEU ROD 2 ( ) / / ,(.)NUT s/wASHER/zPLv PAU44 2535 6]]5 ABU 442 2200 6665 (Ii5/8' A.I.R. IN I IIGI 1 SI RLN61II EPDXY, (MIN.]" EMBED) IN CONIC, (12) 16d 10 WOOD (1)5/8 A.IR.IN IIIGIISIRLNGIHLPDXV (MIN ] LMBI:O.I INTONE,(12)16d10 WOOD PAU66 2390 16005 ABU 661 2300. 12000 (115/8" A.I.R. IN:IIIGITSIRLNGIII EPDXY, (MIN.]° LIABLE) IN CONG,(12)lfid 10 WOOD (1)5/8 AIR'jf INIIIG11S1RLNG111 EPDXY, (MIN.]"LMULD:)IN CONE-I12116d 10 WOOD L1 S19 +++.: 1205 1-1119+++ 1340 (1)3/4"ATl R. I N I IIGI 15I RE N61 I I LP0%Y,(MIN.]" LIABLE) IN CONIC.,(8110d 10 WOOD '' (1)3/4 Al qINIIIGIISIRLNGIII EPDXY (MIN ] LMBLD)INCONC..I8)10d10WO0D I]520B+++- 1100 1-1120+++ 1500 (1)3/4"A.T.R. IN HIGHSTRCNGTI EPDXY, (MIN .T' EMBED) IN CONC., 10)IDdx 1-1/2 TO WOOD (1)1/2 AT(i I N IIIGII STRCNGTII EPDXY,(MIN ] LMBCD) IN CONC:,(10) 111 TO WOOD == 11145 r4160 TITER 4235 H1 S/8" A.1.R. IN HIGH SI RENGI H EPDXY (MIN. T'LMBLEN IN CONC.,(18) 16d X 21/2" 11 (1)5/9A.I.R.I N HIGH STRENGI H EPDXY (MIN. ]" EMBED,) IN COW.,(26) 16d X 2112" QlIU45 5005 IIns 5090 (1)5/8" A.I.R. IN HIGH SIRE,NGIH EPDXY (MIN .]".EM8E0)INCONC.,(26)16AX21/'1" I (1)S/H AAA IN HIGH STRENGTH EPDXY (MIN. 71 MBLO,)INCONC„(2IU16d X21/2". UPHD11tr 14395 HHDOILSDS25+ 11810 -. QI1'A7, R.IN[ IIGII STRCNGTII EPDXY,IMIN. 10'EMBED) INCONC., (29)W53WOOD SCRIM (11"AiR IN I11GII5TREN6TII CPDXV,JMN 10 EMBCD.),INCONCS (24)SDS% " "x25:WOODSCRCWS PIID5A 6525 li D)8. 6645 (1):5/8"A.8. IN HIGH STRENGTH EPDXY, (MIN ]"LMBLU)INCONC I4IWS3WUUDSCREWS (1)A/8 AB IN H I G H SI RENGI H EPDXY, IM IN ] EM AED.I IN GONG, (3) 51 U D BOLT S IO WOOD TDXe' ]8]0 (1)p/8"A. B. IN HIGH SI NkNG1H kB0%Y,(MIN.]"EMBEU)INCONC. (3I ]/8"SlWeO0S10WWU '1 NFM35%12D 2580 ]130 MBIIA 3.56/11.25 34]5 5330. (1)1/2"'1-BOLI WMINVLMBLD&NOI LES5111AN4"YRUM LWLOPCONCW/3/4"DIP UYNA BOLT SLEEVE ANCHOR OR EO W/MIN S':EMBkU INSTALLED IN FACE (14)IDtl Al lD15 IIW7 SEI/RLDIILAD (1)3/4 ATH IN I IIGI SIRLNG111 EPDXV(IM1 6J5" LMBLDMLN111NCM.U.TOP,(1)3/4" AJA IN I IIGI I SIRLNG111 - EPD%Y,(MIN �6.75"kMBEUMkNII IN G. M.UI. FACE, (18130008kAM N 11054121F 3060 2110(100%) HUSC412 (WOOD) 3635 : 2660p100%) (10) 16d 10 HEADER, (10115d1O WOOD (10) 16d 10 HEADER, (101 16RIO WOOD 3325.(125%) 3265I325%) 1+1 l7 IID4101F (LMd) 1950 3000 IIUC410' (EMU) 1800 4500 (18)1/4'x3' WS3 5CREWS,(10)10d TO - WOOD, USE (20)3/16 TAVPLR+, (101lOtl lU WOOD I1gI 1/4x231/4 Tl cN 19 PER FLANGLh OtMV, 110)10d IO WOOD: z S IIU210-21F({MD) 3950 SCUD IUC210$ (CMU) 1800 4500 :WOOD: (18)1/4""X 3"" WS3 SCREWS, h0I 10d 10 USP 12013/16 I APPERI,(10) 1M 10 WOOD (18)1/4 113 IU WOOD: /4 111 LN 19 PLR FLANGL)1 U{MU, (10f lUd IID210-11E(CMU) 1950. 5000 1=U�o9 1800. 4500 10 WOOD. USP(20 3/16"' AVPERg1ID) 10d10 WOOD (1B)1/4xL3/4"110d HtN (9 PER FLANGE WCMU 10)IDd�O WOOD: LGUM26-2 2125 W65 : LGUM26-2 SM 1430. 5595 (4)2/8"X4" Wedge -Bolt+ Anchors, WOOD (4) WS3WOODSCRLWS (4)3/8 x 4 THEN 110 ANCHORS (2 PER FLANGL)10 CMU, 14)1/4X2-1/2SDSSCRLWSIO WOOD w w N CJ1E n °EJ3 ° CJ 1A m GT L2G 3.1 I y Q A I I � 9A 1.1 3.1 uj 0 _ 3.1 3.1 3.1 I o -) I IF 1F --------- T=n II II II II LI II II II II II II II [_1 1__T_T__F_ II II III III IL II II II 11 II II II II II II II II II II II II II II II n n u u u u u 11 11 11 It 11 u u It ��I it II II II II II II II II I II II II II II II II II II II II 11 ii ii ii ii n. II , II. II II II II II II II II II II II II II 11 II II 0 It 11 It 11 II II II II 11 II II II II ,IILI -J� IUo_ J2 II 11 11 11 It J3it 11 1i ii �,i II 11 It II II II U II II II II II II II II III II II II II IL II I 2x4 WOOD 11 II II IL II II II - II II II 3 11 11 It 11 11 1B hIIIIIlII IInII II1II1 2°II ° IIII I1u1 uI WALL W/ u11 _- 11 I aII II I1I1 II 1I1I II II II II BM1 TO CMU WALL W U SP III II II II IIwx4" WEDGE 2x4 WOOD (h,STUDS @ BOLTS AND(4) WS3 WOOD 12" O.C. SYP. NO2 SCREWS TO BM1, BLOCK W / D1 STUD1/2"PLYWOOD EA. SIDE OF BM1 X6 WOOD BM1 II I12" O.C. WALL W/ DBL. I J6 II II II STUD UNDER co EACH JOIST 4 1� = J4 11 11 II II LI II ° S3.1 III _ DBL STUD _ II II II 34.1 II II n .I tt n n 2X4 WOOD - �I 9A 3 10B IIII PROVIDE DRAFTSTOPPING II WALL W/ DBL. u ALONG THIS TRUSS AS TO II STUD UNDER II II II EACH JOIST II =_____ LIMIT AREA TO 1000 S.F. 3.1 II II PER FBCR 302.12 II II �I II .I II II II II II II J7H 11 11 I u1 9A 10B u u n n u n n I I n 11 PRE -FABRICATED FLOOR II II JOISTS @ 24" O.C.II II II II II II II III II II II II II II II II II II II II II II II II II III _____ _-- III II II II II I II II II II II _ III 9B 3 10B 111 II II II II II II II II II II _ � _ � I1I1I1 II II 11_II__II II II II II - II II IIII IIII IIII. IIII GT IIII �;+° ElA CJ5E CJ31 aL _1-1111I ' II II Il II II II II EJ6ECJ1E 9A 3.1 u - II - IL ---_II _ G, 10B EGE 3.1 Ui m JJ 7 FIRST FLOOR FRAMING PLAN SCALE: 1/4" = V-0" I -JOIST 551 S. APOLLO BLVD., k SUITE 202 MELBOURNE, FLORIDA32901 (' PH: 321-802-3591 I www.abdesigngroup.com AA #: 0003325 NO AIP F" I � 1 19 o V „ a � w Ij 1 ,1 ti U rXd qpp A I 1 p iI CREEKSIDE LOT #104 lA 1POPTECTI ET�432p%gg1yq.200 104R1 RRT&.e3.�'a.V..4s 99 4EHB 2605 HAYDEN GARAGE SWING: =n LEFT AGE; FIRST FLOOR FRAMING PLAN 160 MPH E. P, E :: 1s YES'• 'im t'SKR,`-`�� q,,.a,, ARC;lilI CT - STATE OF F I_ol alD, OCT Y 7 -HIS MIC,'HAEL C. ANOERSC1 ":, AR NO 17305 3FERINT 190 14 DATE- 1/ / SCALE: 1 /4"=1' - O" SPIEET S 3 PLYWOOD SHEATHING, SEE "ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE" A-(1)USP HTAI6TRUSSANCHOR WITH (9) 1 Od x 1 1/2" TO TRUSS. FL#17680 B-(2) USP HTA16 TRUSS ANCHOR WITH (9) 10d x 1 1/2" TO TRUSS EA STRAP. FL#17680 DBL STRAPI, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) 1 x2. 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3) 16d GALV: COMMON NAILS. ENGINEERED WOOD 1 x2 SECURED W/ 10d TRUSSES @ 24" O/C, GALV: COMMON NAILS SUBMIT SHOP DRAWINGS 12"O/C FOR REVIEW AND APPROVAL MASONRY BOND BEAM SEE SCHEDULE A ALLOWABLE UPLIFT = U:1870 LBS, L:710LBS (1 STRAP) B ALLOWABLE UPLIFT = U:2430 LES, L:1310LBS (2 STRAPS) TYPICAL TRUSS/ 1 A 1 B GIRDER SCALE: 3/4"=1'-0" CONNECTOR(S) 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE SERIES BACKER BLOCK THICKNESS 4500 3/4" WOOD PANELS 6000 (2) 1/2" WOOD PANELS 60 (2) 1/2" WOOD PANELS 90 2x LUMBER \ PRE-ENG I -JOIST 5/8" GYPSUM BOARD OR 1/2" HIGH STRENGTH CLG. BOARD SECURE I -JOIST TO TOP PLATE W/ (2) 12d TOENAILS DOUBLE TOP PLATE _ 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL TOP PLATE PROVIDE BLOCKING 1/2" GYP. WL. BD. I -JOIST CONNECTION @a L.B.W. 4 scaLE:3/a"=r-o° (NO UPLIFT) NOTCH DEPTH 1/4*D 4BTM. HOLE EDGE>5/8" HOLE DIAMETER 01, <2/5*D SGL. STUD OUTERSPAN HOLE EDGE'>5/8" HOLE DIAMETER PLATE < 3/5*D DBL. STUD STUD NOTCHING AND BORING LIMITS 8 SCALE: 1 1!2"=1'-0" iNGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE D 24" O/C, SUBMIT SHOP "ROOF/WALUFLOOR IRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" :) USP HTA10 TRUSS ANCHOR IITH (9) 10d 1 1/2" NAILS TO RUSS EA. PROVIDE 4" MINIMUM NOTE: FOR (A) W/ SINGLE ONCRETE EMBEDMENT. DBL PLY, A PT SYP #22"X6"X4'-0" TRAP, 1 EACH SIDE WRAPS UP MAY BE ADDED W/ 10d ND OVER TRUSS (NOT NAILS, 2 ROWS, 3" O/C TO HOWN) FACILITATE 2-PLY SED IN CONJUNCTION WITH CONNECTOR. EAVY UPLIFt CONNECTOR _#17680 (A) USP LUGT2 W/ (5) 1/4"x3" POWERS WEDGE BOLT& (16) 16 GALV. NAILS TO TRUSS (2PLY) #FL17240 (NOT SHOWN) (B) USP RFUS STEEL CONNECTOR WITH (4) 3/4"x6' WEDGE BOLTS AND 1x2, x WOOD FASCIA (12) WS3 SCREWS FL#6223 SEE ARCHITECTURAL 2x SECURED W/ (3) 16d GALV. COMMON NAILS. IF 4 BOLTS ARE USED 1x2 SECURED W/ 10d MASONRY BOND ENSURE THAT CELLS ARE GROUTED GALV. COMMON NAILS BEAM SOLID, 8" EACH WAY OF BOLTS 12"' /C SEE SCHEDULE AALLOWABLE UPLIFT = U:3980 LBS, L:1785 LES (2PLY) B ALLOWABLE UPLIFT = U:9000 LBS, 1_ 1310 LBS (4 WEDGE BOLTS IN RFUS) 2 K2,�TYPICAL ROOF2A GIRDER CONNECTOR(S) SCALE:3/4 LSTIA12 20 GAUGE W/ 10dxl/2 HPG COMMON NAILS. @ EACH END TOTAL OF 10 SERIES BACKERBLOCK THICKNESS 4500 3/4" WOOD PANELS 6000 (2) 1/2" WOOD. PANELS 60 (2) 1/2" WOOD PANEL"> 90 2xLUMBER LVL/I JOISTWITH BACKER BLOCK — HTT16 W' 5'8" A.B. WITH Lo MIN. 7" EMBEDMENT LO TO SLAB & (20) 16d x 2-1/2" NAILS TO POST., POST TO SIT DIRECTLY ON SLAB LVL/WOOD POST CONNECTIONS SCALE: 3/4"=V-0" A - USP TFL1716 G < 1230 LBS, U < 140 LBS W/ (2) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN: EMBED (6) 10d GALV. COMMON NAILS TO HEADER AND (2) 10dx1-1/2" GALV: COMMON NAILS. TO JOIST FL#17241' B - USP TFL2316 G < 1230 LBS, U < 140 LBS W/ (2) 3/4'O WEDGE-BOLT/J-BOLT, 5" MIN.. EMBED (6) 10d GALV. COMMON NAILS TO HEADER AND (2) 10dxl-1/2" GALV. COMMON NAILS. TO JOIST FL#17241 BB - USP THF23160 G < 1335 LBS, U < 140 LBS W/ (2) 314"° WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (22) 10d GALV. COMMON NAILS TO HEADER AND (2)10dxl-1/2" GALV. COMMON NAILS. TO JOIST FL#17241 C - USP TH035160 G < 2280 LBS, U < 265 LBS W/ (4) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (12) 10d GALV. SOMMON NAILS TO HEADER AND (2) 10dx1-112" GALV. COMMON NAILS. TO JOIST FL#17?41 D USP HBPH7116 G <,4140 LBS, U < 1610 LBS W/ (8) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (16) 10d GALV. COMMON NAILS TO HEADER AND (10) 16d GALV. COMMON NAILS. TO JOIST FL#25749 WOOD LEDGER ATTACHMENT DETAIL 9 SCALE: 3/4"=1'-0" 6-0" MAX,(W/1 X4) OR 10' 0" MAX (W/2X4) 1 MAX., OR 2x4 BTM. CHORD BRACING 10'-0" O/C MAXSECURED W/ (2) 10d COMMON NAILS AT EACH CHORD INTERSECTION TYP. BTM. 6 24" 8" MAX. END w/1-JOIST PACIN MAX MAX M 1/2" EXP. BOLT/J-BOLT W/2" WASHER & 51/2" MIN. EMBED. (TYP) MA (2) SY # 1175 UPLIFT USP HTWM20 W/10 1Od TO TRUSS AND (4) 1/4" x 2 1/4'" TAPCONS TO CONT POURED LINTEL # 1900 UPLIFT (2) USP HTWM20" INSTALLED ON PRE-ENG TRUSS OPPOSITE FACES OF BLOCK WALL W/1010d TO TRUSS AND (4) 1/4"x21/4" TAPCONS TO CONT CONTINUOUS BOND BEAM POURED LINTEL TAP CONS MIN. 2" COVER 2"APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 1x4 DIAGONAL BTM. CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES END WALL OR OTHER END TYPE CONDITION, IF DEPICTED SEE PLAN D BRACING 3/4"=V-0" 24" MAX. W/ I -JOIST T TR BRG. OR BTM. SSEE FRAMING PLAN TYP. TYP. 2„ 8" END SPACING m (2) 2X8 SYP P.T. u FROM (2).2X12 SYP P.T. �-3/4" EXP. LEDGER BOARD EDGE LEDGER BOARD TO BOLT/J-BOLT W/2" TO BE USED 1, ENSURE THAT EXP. BE USED WITH I -JOIST WASHER & 5 1/2" WITH JOIST BOLTS,.TBOLTS ARE PLACED MIN. EMBED. (TYP) INTO GROUTED CELLS, WALL AROUND BOLT. FRONT - `... 2. SPLICE OF. FRONT AND REAR LEDGER LEDGER SHOULD LAP A MIN OF - Z 4'4'. Z W 3. ALL BOLTS TO HAVE. WASHERS g 4. EXP. BOLTS/J-BOLTS SHOULD 12 2XYP NOT BE ANY CLOSER THAN 6" SPT S it z O/C. 5. ONLY LEDGER IN DIRECT CONTACT (REAR LEDGER) WITH REARI CMU REQUIRED TO BE P.T. 'LEDGER FLOOR JOIST LEDGER SCHEDULE MARK A SIZE DOUBLE SYP 2x8 BOLT SIZE 1 /2" END SPACING CENTRAL SPACING 8" MAX. 24" O/C MAX. B DOUBLE SYP 2x12 (2) 3/4" 8" MAX. 24" O/C MAX. I -JOIST WOOD LEDGER DETAIL SCALE: 3/4"=V-0" SCALE: 3/4"=V-0" (2) 2X4 No.2 SYP DIAG. \30-4' RACE W/ (3) 12d @ EA. RUSS (DIAG. BRACE TO OVER5TRUSSES) 0'-0" X" BRACE 30'-1-TO 60'-0 (3) " " BRACE (1) "X" BRACE 0CE R (2) "X" BRACE DIVIDED UALLY FROM CENTER TO END. 2x WOOD FASCIA, SEE ARCHITECTURAL PRE-ENG GABLE TRUSS STIFFBACK (AS PER TRUSS ENG) Is SEE SCHEDULE FOR BOND BEAM REQ. 2x4 BLOCKING BETWEEN / TRUSSES WHERE X-BRACING IS PRIES AT 4'-0" O.C. (AT SHE ING SEAMS) /_SECURE 2x8 PLATE TO BLK W /2" DIA. ANCHO BOLT W/ 2" WAS R SET IN HIGH ST NGTH EPDXY 6" N. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8"' O.C. MAX CONT. 2x4 SECURED W/ (2) 1 Od's @ EACH TRUSS TO BE INSTALLED 69 10'-0" O.C. MAX. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCAT THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A USP RT16A (FL#17236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA3290J PH: 321-SO23591, { www.abdesigngroup.com AA #: 0003325 w i a lil hi U W V W k� I Si7RD17 8t L 1 CREEKSIDE LOT #104 I' PROJECT* 04321.200 f 104R1 4EHB "2605-HAYDEN" .ARAGE SWING: LEFT M .AGE: r� DETAILS (I -JOIST) W, I 160 MPH EXP. G. ARCHITECT- STATE OF FLORIDA i r -OCT1j 2019 kk`; HAEL. C. ANE)SWIN ' .PRINT 10 14 19 DATE: I 11 ALTERNATE MATERIALS SCALE: 1/4"-1'_0" SCALE: 3/4"=1 -0" SHEET I� USP LFTA6 W/ (16) 8d COMMON NAILS 2x STUDS USP LFTA6 W/ (16) 8d EACH END #8 WOOD SCREWS x 2" COMMON NAILS, EACH FL#17244 O.C.: LONGSTAGGERED END EVERY STUD OR ON #8 WOOD SCREWS EACH END OF "BUNDLE" x 2" LONG @ 3" O.C.; NI AS SHOWN NI OF STUDS STAGGERECENTERLINE OFF DBL. 2X8 SYP #2 LEDGER. PLYWOOD FLOOR 34" AS SHOWN SEE BOLT SCHEDULE, SHEATHING MI 10/S3.1A. 8" CMU WALL REINF PER PLAN - 8" CMU WALL REINF PER PLAN - PER ELEVATION 4-3/4"LL PER ELEVATION �i3!4" O �� wz 0= N SCREW PATTERN I -JOIST (SEE w LK O �� SCREW PATTERN 0 0 �¢N FRAMING PLAN) z �O= oC z w— m O p �n ¢ PER ELEVATION N [L Z�w PER ELEVATION N m'-- (2) 2x4 P.T. W,i DB�" L 2X12 SYP #2 LEDGER. SEE $�.. MAX -JOIST (SEE MASONRY NAILS BOLT SCHEDULE, 10/S3.1A. 2x4 P.T. CEILING FRAMING PLAN) @ 12" O.C. NAILER W/ MASONRY NAILS USP T BTM. 1X2 FIRE -STOP @ 12" O.C. I -JOIST LVL PLATE STRAPSS W,' 10d x 1 lM 112" HDG NAILS FL#17239 SECTION DETAIL 1X2FIRE-STOP SECTION DETAIL WALL / FLOOR FRAMING, AT I -JOISTS PERPENDICULAR AT I -JOISTS PARALLEL NOT USED I -JOIST PARALLEL TO WALL TO EXTERIOR WALL EXTERIOR WALL 2 3 LE:3/4"=V-0" (DTQ0 SCALE:3,4"=V-0" NOT USED 5 NOT USED 6 NOT USED � PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT PRE-ENG'D WOOD STRAP TRUSS TO PL. SHEATHING SEAMS) (BLOCKING SEE SCHED. BELOW ROOFTRUSS NOT SHOWN FOR CLARITY) TRUSS (TYP) @ 24" O.C. MPRE-ENG MAX I 2X4 DIAGONAL BTM. CHORD PER ELEVATION 10 - BRACING. SEE PLAN FOR LOCATION • FOR STRAPPING VERIFY PRE-ENG ROOF TRUSS SECURE 2x6 PT. PLATE TO BLK - W/ TRUSS PLAN TRUSS TO TOP PLATE 5/8" GYPSUM BOARD OR 1/2" HIGH W/ 1/2"DIA. ANCHOR BOLT W/ 2" A - USP MTW-12 U < 1195 LBS STRENGTH CLG. BOARD WASHER SET IN HIGH Wr (14) 10d GALV. COMMON SECURE TRUSS TO TOP PLATE w/ (2) 4x4/4x6 SYP NO. 2 WOOD POST TO STRENGTH EPDXY 6" MIN. NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. B - (2)USP MTW-12 U < 2390 LBS W/ (14) 10d GALV. DOUBLE TOP PLATE SCHEDULE PLATE W,i 12d's 8" O.C. MAX COMMON NAILS EA. 2x4 OR 2x6 WOOD BEARING BELOW FOR CONNECTION WALL W/ SYP No 2 STUDS SEE FL#17239 CONC. POURED PLANS FOR SPACING. SINGLE LINTEL COURSE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING , 0. USP SPTH4 OR SPTH6 BTM 112" GYP. WL. BD. + AND TOP PLATE ANCHORS W,/ 10d x 1 1/2" COMMON NAILS SECURE BT. PLATE TO SLAB W/ CONT. 2x4 SECURED W/ (2) tOd's @EACH FILL ALL HOLES, DO NOT USE 1/2"x9" WEDGE ANCHOR W/ 2" TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. 10d x 3" WASHER SET IN HIGH STRENGTH EPDXY 5-1/2" EMBED. MIN. TRUSS/WOOD POST CONNECTIONS @ 16" IJ 10a 1 04• 1 0C OC MAX. SCALE: 3i4"=1'-0" GABLE END BRACING W/ PRE-ENG Al GABLE TRUSS @CMU WALL Q V SCALE: 3!4"=1'-0" TRUSS TO POST CONNECTION A - USP MTW-12 U < 1195 LBS W/ (14) 10d GALV. COMMON NAILS. FL#17244 B - USP HTW-20 U < 2045 LBS W' (20) 10d VALV. COMMON NAILS. FL#17244 C - USP MUGT/PHD4A U < 3715 LBS MUGT TO TRUSS W/ (4) 10d GALV. COMMON NAILS TOP, (6) 10d GALV. COMMON NAILS FACE, (12) 10d COMMON NAILS BACK, (1) 5/8"°A.T.R. TO PHD4A AND (10) WS3 WOOD TRUSS CONNECTION �a L.B.W. SCREWS TO POST FL#17240/FL#172419 9a gb POST TO SLAB CONNECTION SCALE: 3/4"=1'-0" A&B - USP PAU44 POST BASE <U:2,265 G:6,77'j W/ 5/8 DIA. x 6" EXP. BOLT FL#17 USP PAU46 POST BASE <U:2,265 G:13,815 W 5/8 DIA. x 6" EXP. BOLT FL#17 C - USP HTT4 POST ON SLAB <U:4,465 W,i 5,18" A.B. WITH MIN. 7" EMBEDMEN LAB & (20) 16d x 2-1/2" NAILS TO POST. FL#17324 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 E W U 0 F a V Q F q E4 x SUBDIV. & LOT: CREEKSIDE LOT #104 PROJECT# 04321.200 104R1 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: DETAILS (I -JOIST) 60 MPH EXP. C 00 IF ARCHrrECT STATE OF FLORIDA OCT 17 2019 MICHAEL C. ANDERSON AR NO V305�NO V305� PRINT DATE: 10 14 19 SCALE: 1/4"=1'-O" S ,`/HET \E��, 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32961 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 C4 Q-4 17 Q, IU4 gr s c uBDIV. T'0T-7 CREEKSIDE LOT #104 PROJECT# 04321.200/104R1 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: Pa DETAILS L60,.MPH E)(PJ.0 ARCHrrECT- STATE OF FLORIDA �-bCT 1 7 2019 MICHAEL C. ANDERSON AR NO T7305 Z-�.JLZM L '1.1� DATE: 10/14/19 p,j SCAT :1/4 =i'-o SX-MET 11.1 1 1 1 1 . I I I%kf I I 1 1 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-802-3591 www. abdesi gngroup.con- E AA #: 0003325 n 7 W 1 '-Y F 11 14 {; 4 Ell M� I[{ 4 t995595 CREEKSIDE LOT #104 PROJECT* 04321.200 104R1 MODEL.• 4EHB "2605-HAYDEN" GARAGE OWING - LEFT PAGE: SECOND FLOOR DECK PLAN 160 14 MPH P RCHffECT STATE OF FLOM 1 't '7 2019" W'�, FLA LL O. ANDERSON ARI NO 17301.5 1"RINT 10 14 19 _DATE: / / SCALE: 1 /4"=1' - 0" SHEET S 551 S. APOLLO BLVD., SUITE 2;02 MELBOURNE, FLORIDA32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 a= -ter c� r v �w 0. ka ki f �Y. �p d q k 1 � { C 3 CREEKSIDE LOT #104 PROJECT# 04321.200 104R1 MODEL 4EHB "2605-HAYDEN" GAMAGE SWING: LEFT AGE: SECOND FLOOR DOWEL PLAN 160 MPH EXP. C ARCHUIECT: STATE OF FLORIDA OCT 1:0OP 39CHAEL C. ANDERSON �n AR NO 17305 'PRINT 10 14 19 DATE: / / SCALE: 1/4"=V-0" �,. SKEET S 4.� 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"1 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 Odsx 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 1N NATURE. HOWEVER THE HEADER SCHEDULE MARK SIZEDESCRIPTION REMARK (2) 2XA 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. —ow 1 ` _- - 9: PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES 1 ♦♦ 8F16-lT/OM/OB 8F16.1T/OW 8F16-1T/OM/OB SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, 177" ° x 2 7/8" LONG, WITH WASHER @ 16' O.C, 1 ♦♦♦ 221 10. TRUSS. REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 1 `♦♦ ♦,, 1 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON I ♦ �� RATIONAL ANALYSIS. 1 ♦, , 1 1.2. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH, FLOOR. UNLESS ! GT NOTED OTHERWISE. I ♦♦ ,� - 4 1 ♦,♦ U.N.O. PROVIDE B82 WHERE ♦♦ ; 1 R BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF.A CH / T.O.S = TOP OF SLAB ABBREVIATIONS E E. = EACH END, O/C = ON CENTER, F_E.S. = FROM EACH SUPPORT, T O = T "' UGHQL)T REINFORCEMENT STIRRUPS MARK DESCRIPTION (psi) ZE WIxH' M, REMARKS BTM. TOP MID SIZE SPACING []BEB1 MASONRY 3000 8x16 — (1) #5 (1) #5 '.N'A GROUTED SOLID MASONRY 3000' 8x8 — (1) #5 — `"Nf3 — GROUTED SOLID 1 ROOF TRUSSES BEA , ♦ 1 1 TOP OF WALL EL 1 Y-O" ♦ 1 ♦♦♦ ; �,4► ♦♦ 1 ♦♦ 1 ♦� 1 ♦♦ 1 1 1 i 1 1 ♦ ♦♦♦ 1 1 ♦♦ �♦ 1 ♦ ♦ 1 ♦ GT 1 1 1 "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS -SAFE LATERAL LOADS 8" PRECAST & PRIEST R FOR SSED U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD -POUNDS PER LINEAR FOOT 4imp4lOpm SAFE LOAD PLF 00I1a 4mvill SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8F8-0B 8F12-0B. SF16.OB 8RD-0B SF24-OB 8F26-0B 8F32-0B TYPE LENGTH 8U8 8F8 RCMU TYPE LENGTH BFB-1T 8F72-1T SF16-7T 8F20.17 8F24.1T 8F28-1T 8F32-IT 8F8-1B BF12-1B 8F16-1B 8F20-1B 8F24-ID BF2818 BF321B 8F82T 8F122T 8F162T 8F20.2T BF24-2T 8F2B-2T _ 8F322T 1 , , ♦ ♦ 1 ♦ ♦♦ O I 4p ♦ ♦ ♦♦ 1 ♦ F ♦ ♦ (D 1 GT ♦ ` ♦` 1 ♦ ♦ %♦♦ 1 ,� :♦, - 1 ♦ - -- ---.- 1 , � I I ♦ BF16-1T/OM/OB + + + + , % r � r + I ♦♦ 1 + + + + + + 1 , I8F16-1T/OM/OB 8F16-1T/OM,,OB 8F16-1T/OM/OB ♦ 1 2.1 1 - 1 + — + _ - _ _ _ _ _ — + + + — + + + + — - + + + + + I + 1 - 1 0 1 1 T-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 T-6" (42") PRECAST 1025 1024 1598 T-6" (42") PRECAST 1569 2655 3524 4394 5263 6132 7001 3069 4605 6113 T547 8974 10394 11809 1569 2655 3524 4394 5263 6132 7001 4'-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 4'-0" (48") PRECAST 765 763 1309 4'-0" (48") PRECAST 1363 2305 3069 3815 4570 5325 8079 2693 4605 6113 7547 8974 10394 11809 1363 2305. 3060 3815 4570 5325 6D79 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 4'-6" (54") PRECAST 1592 591 1073 4'-6" (54") PRECAST 1207 2040 2707 3375 4043 4711 5379 2189 4375 6113 7547 0) 8672 10294 11809 1207 2040 2707 3375 4043 4711 5379 5' 4" (64") PRECAST 1217 1349 143E 1999 2560 3123 36M 4249 5' 4" (64") PRECAST 411 - 411 745 5' 4" (64") PRECAST 1016 171561) 2276(4) 2838 3399 3961 4522 1663 3090 5365 7547(za) 7342(19, 8733pq 10127p% 1016 1715 2276 2838 3399 3961 4522 T-10" (70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 5'-10" (70") PRECAST 340 339 616 T-10" (70") PRECAST 909 1567„e) 208gtz 2593 s) 3107re, 3620 ,a 413313) 1451 2622 4360 7168(o) 6036(19) 7181„y, 8328Ro, 929 1567 2080 2593 3107 3620 4133 6'-&' (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 6'-6" (78") PRECAST 507 721 490 6'-0" (78") PRECAST 835 ,z 1407(zs) 1866a,) 2329,s 279gt9) 3251,a) 3712(,z) 1238 2177 3480 5381 8360 1039¢n) 8825D4) 835 1407 1888 2329 2790 3251 3712 T-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 36B5 T-6" (90") PRECAST 424 534 363 T 6" (90") PRECAST 727 (2a) 1065,a, 1624131) 2025(28) 2420,z") 2827(zs, 3228(zs, 1011 1729 2661 3898 5681 8467p4> 64720s) 727 1224 1624 2025 2421i 2827 3226 9-4- (112") PRECAST 554 699 1160 1625- 2564 3486 2818 3302 9' 4" (112") PRECAST 326 512 23D 9' 4" (112") PRECAST 591 708(zs) 1136(34) 1474(34) 181FN3q 2157,34) 2500(34) 752 1245 1843 2564 3486 4705p0 8390pry 591 862 1318 1643 1969 2294 2619 10'-6" (126") PRECAST 475 535 890 1247 2083 2777 2183 2536 1 10'-6" (126") PRECAST 284 401 180 10'-6" (126") PRECAST 530 575 (zy) 916 iaa) 9168 (sa) 14F1(aa) 9736sa) 2011 rya, 643 1052 1533 2093 2781 3643M 4754,, 530 695 1180 (9) 1472 (4) 1763 2 2055 2346 1V-4" (136") PRECAST 362 582 945 1366 1846 2423 3127 4006 11'•4" (136") PRECAST 260 452 154 IVA` (136") PRECAST 474 504 (za) 800(az) 1037(az) 12741az) 1513(3z) 1753,3z) : - L - ^- — - - _ — — — -- — 582 945 1366 1846 2423 3127 g006 494 607 1D42(,o, 13720t, 164'3 re, 1915 re, 2187 (s) 12'-0" (144"} PRECAST 337 540 873 1254 1684 2193 2805 3552 12'-0" (744") - PRECAST 244 402 137 12' b" (144") PRECAST 470 j 4589, 724 a, 9381az 115; 1369 1585 (az 540 873 1254 1684 2193 2805 3552 470 550 840,to) 13023s 1560p3, 1818(n, 2075 (,0) 13' 4" (160") PRECAST 296 471 755 1075 1428 1838 2316 2803 13'4" (160") PRECAST - 217 324 110 13' 4" (160") PRECAST 418,1s) 386 Rz) 60730) 7851ao) 964reo) 1143(a,) 1323 , 471 755 1075 1428 1838 2316 2883 428 460 790 ,9ff 1159 (n, 1418(zm 165319) 1887(12) 14'-0" (168") PRECAST 279 424 706 1002. 1326 1697 2127 2830 14'-0" (168") PRECAST 205 293 100 14'-0" (168") PRECAST ps (n) 2� 724 (39 669 1 D54 39 1220, SECOND FLOOR LIFT BEAM PLAN 442 706 1002 1328 1687 2127 2630 410 41D 425 425 717 717 (el 1063(v, 1358pa, ) 1582(zz, 807(21 1807(zt, 14'-8" (176") PRESTRESSED N.R. NR NR NR NR NR NR NR 14' 8' - (176") PRESTRESSED N.. R 284 91 14' 8" (176") PRESTRESSED 239 334 (21) 520 (z9) 672 z9 825 • 978 z9 1131 ao SCALE: 1/4" = 1'-0" 458 763 1370 19D2 2245 2517 2712 246 - 395 863 9 980 ,29) 1303(ze) 1518125 1734 (zq 15'-4" (184") PRESTRESSED N.R. NR NR NR NR NR NR NR 15'd" °(184") PRESTRESSED 'N,R. 259 83 15'-4" (184") PRESTRESSED 224 313w 486 (ze) 627 (xe7 769. (z9) 9111ze>. 1054(z9) 412 710 1250 1733 2058 2320 2513 230 368 616 pj 908 (2o) 1240(i") 1460(27) 1668(m) 1T-4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR 1T�' ' (208") PRESTRESSED N.R. 194 64 1T�" (208") PRESTRESSED 187 263 (,9) 405 a") 521 (27) 638 (27) 756,z7) 873 27 300 548 950 1328 1809 1849 2047 192 306 1 506 (e) 740. p9). 1005(zr 1271 m) 1473 (3t) 191-4" (232") PRESTRESSED N.R. _ NR NR NR NR NR NR NR 19 =4" (232") PRESTRESSED N.R. 148 52 19'-4' (232") PRESTRESSED 162 229 (,7) 348 (zs 447 (,,) 547, 647 Ra) 747 (zs, 235 420 750 1D37 1282 1515 1716 166 263 429 (9, 623 (15) 841 p) 1059(ao) 1227(ao) 21'-4" (256") PRESTRESSED N.R. NR NR NR NR NR NR NR 21'-4" (256") - PRESTRESSED 'N.R. 125 42 21'-4" (256") PRESTRESSED 142 204 ,e 307 (z3) 393 (n) 480 (m) 568 r) 655 (" - 160 340 598 845 1114 1359 1468 142 232 373 p) 537 Dy 721 ,zs7 9051z9) 1048(ze) 22'-0" (264") PRESTRESSED N.R. NR NR NR NR NR NR NR 22'-0" (264") PRESTRESSED N.R. 116 4D 22'-0" (264") PRESTRESSED 137 197 (ts) 295 z 379(23) 462yza 546 3 630 za 105 315 550 784 1047 1285 1389 137 223 358 q 513 (171 688 (za) 863 zs) 999 (ze> 24'-0" (288") PRESTRESSED N.R. NR NR NR NR NR NR NR 24'-0" (288") PRESTRESSED N.R. 91 33 24'-0" (268") PRESTRESSED 124 179(14) 267 ¢,) 342 p) 416,2,) 492 at) 567 (a) 129 250 450 854 884 1092 1222 124 202 319 (7) 455 (Ye, 606 aa, 757 (z7) 876 ,zp (#) THE NUMBERS IN PARENTHESIS ARE PERCENT : REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. -ALL VALUES TAKEN FROM "SAFE LOAD TABLES" BY CASTCRETE MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT, CONTROL NOTICE OF ACCEPTANCE F E C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 16-0126.03 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 N , o ei j Iryl w I 0. v i co I f Vw " k" a °ao< � S 4 CREEKSIDE LOT #104 ROJECT# 04321.200 104R1 DEL: 4EHB "2605-HAYDEN" GARAGE SWING: LEFT f PAGE: _ F{ SECOND FLOOR LIFT BEAM M PLAN 160 MPH EXP. C, �00 — ARCHRECT: STATE OF FLORIDA IW � F OCT 10019 AEL C. ANDERSON AR NO 17305 EIINT DATE: 10/14/19 STfEET v, S 5 F? I I v T, 1 } FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR`. USP LPTA W/ (10) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x'1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS 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 Ai l OP 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 PBS36, .177" °x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARETHE 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 G-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER/ ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 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. H G, II �� II COLUMN SCHEDULE MARK SIZE & BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT - 4X6 (3Y"x5Y2") SYR USP HTT4 W/58" DIA 5/S3,1A WD-1 PT., WOOD POST x 5" EXP. BOLT .CONNECTOR SO ICDULE II CONTROL DA11.01-0517 ` MTek USP SIMPSON MTek USP -SIMPSON DES. UPLIFT GRAVITY DLS. 'UPLIFT GRAVITY- W1ENER --PL)S1kNiER I IIA 1b 18 1625 MLIA-16 1450 (8)10d X i 1/2' 1 PLY, 1])I6d2-PLY, EMBED 4' , (8) IOtl x 11/2" 1-PLY, (fil l6tl 2-PLY,ENIBCD4" .i?iEd2 (2)11TA 1618 243U (21 META 16 1985 (12)10d x 11/I'1-VLYEMBED4" D)IDdxl1/21PLY,LMBLD4 1900 (10)16d 2-PLY, LMBLD4° - fr PLY,LMBLD4 ER 16. 1870 HEI A-16 1810 (10110d%11/2',18) 16d2PLY, LMBLD4 (9)1Udx1 VZ U,R1Ys (B)}6Q,284YkL(viNLD4" FIlA2D 1R70 HLIA-20 ,. TRIO (10)iDd x 11/2',(9)I6d2-PLY, EMBED 4" (9)Lod x 11/2"SLR6}pi )"3 LYyE�v1B[D4". (2)111A-20:. 2430 (2)111A 20 W35 (12)10d x 11/2', 1-PLY, EMBED4' uo)LOp x 1//r1PLY,EMLD'4 :. 2500 , (10)16d 2-PLY,EMBED4° � (12)l6 Z P1Y EMB1U 4" 'O WGT-2 2260 LOT -2 2150 BLK(5)1/4"x 3'Wedge-Boll+ Anders, WOOD(16110d (])-.1/ hN 3/ 'I)IEN, WOOD (16) 16d a. UH1A-20 2430 DOAL-20 2480 (161 10dx 11/2, 1 PLY ALI LRNAIL USE OF (2) 111A 20 ACCLPIAETL (18) 10dx11%2,1p6q AL1 LANAI USE OF (2)I ILlA-20 ACCLPIAULL MUG115 £ .. 4175 M61 + 3965 (1) 5/8 A.T.R. IN 1116I I STRCNGTII EPDXY (MIN. 12' EMBED), 122110d TO WOOD) 1115/8ATR IN IBG(I STRENGTH CP(J%Y{MIN 12 [M6CD (22)10tl TO WOOD IIUG12+ 9790 IIGl-2+ 10980 WOOD (8910d, MASONRY (2)3/4'ATR Iry 1 EMBED 1610d TO WOOD (2)3/4 ATR. IN IIIGII STRCNGTTTi'� �: Y1M 2 L{.) IIUGT3+ 9$10 IIGT-3+ 10530 WOOD (8) 10d, MASONRY (2) 3/4"ATR ', (2)3/9AIR. IN HIGH SI RENGIA EPDXY (MIN. IZ BMBED),(16) 10d10WOOD LUGT-3 3525' LGT3-SDS25 32M DONE(413le X5 WMge-Bolt+ Anchom, WOOD(12) WS25 (12)SDS 1/4x3"10 GIRDER, (4)3/8"x5111 LN HD 10 WALL LP1A 1510 PARALLEL IO WALL PCRPCNDICUTAR TO WALL- VGI2 1210 PARALLPLIO 1214940 PLWIA�ICUCARID WALL dx11/2 MU6115.. 0J50 (1)5/8"AT.R. IN 111GI 15TRCNGTI I EPDXY (MI N. 12" IM BID), (4) 10d TOP/(G)10d CC/(1W) 10d BACK OF TRUSS,r (1)5/8"A.T.R. I N I I I G I I STR CNGTI IIFOXY (MIN . 12" EMBOD),(16) SUS 1/4"0' I IUGI 7185 (2)VGI 7185 12)5/8'AT.R. IN IIIGII STRCNGTI I C PDXY(M IN. 12' EMBED), (8) 10d 1 (2)5/9-A.T.R. I N I I I G I I PER C NEI I I E PDXY(MIN 12" EMBED1, 132) SC1S 1/4"x3" MEW 12 1195 MTS-12 1000. (14)10dx 11/2",(14)1W 1 (14)10d X l l/T' 11TW 16 1260 11T 16 1150 (16)10d X 11/2', (16) 10d _ (16)106 X 11/2" HIW20 1530 HS-20 1450 (24) 10d% 11/2,(20110d (24)10d%11/2" HIW24 1530 111S24 145U (24) 10d% 11/2,(20110d (24)10dx 11/2" EST 12++ 930 LS1A-121 925 (10)1w (10)108 LSTA 18++ _' ins LSTA-I8+F 1235 (14)101 j14)10d MSTA-18- 1310. MSTA-18++ 1315 (14)10d (14110d MS1 A-24- 1640 MSTA-Z4 ++ 16AD (18)1w (19)10d N MSTA-30- 2065 MS1A-30, 2050 (22)IIM (22)10d ' u Q MSI A-35» 2065 M51 A-36++ 205U (26)1Od 26110tl w NST1236 3890 M511-36. 3800 (36)lOtl %11/2' (36) lOd%11/2" KT51248 5140 MSTI-48 5065 (a)imX1112. (48)10�X11/2'. LH A6 1210 H8 950. (16)Bdx 11/2",(16)Ed) - (8)8d 70 PLATES, (8) Bd TO STUDS SRI24 ICED SP4 885 (6) LOB TO STU CIS(6) 20d TO PLATE 16)10 xll/2"TO STU US MP34 5251N F1 C. 160% A34 SIB IN F1 Q0 160% (4)8dx 11/2" I O BLAM,(4) 8dx 11/2" 10 POST. - (4)8d :I 11/2'I0 BEAM (4)Bdx11/2'II0POSI HHCP2 900 HCP2 645 (10)10dx11/2-IOTRUSS,(10)nd%11/2"90PCAlt (12)100 X 11/2" RI16A 1380 HIDA 114 (9)10dx 1112- 101 RUSS,(9) IWX 11/2" 10 PLA1L_ (18110d%11/2" - MUG115&PII34A 4125 VGT&I IDU4 4565 '(28110d TO TRUSS, (10)WS3 WOOD SCRCWSTO P09 W/5/8' TI IREADCD ROD I iO W000,(10)SO5Y/4 x21/2"W/TI IRCADCOROD, (2)NUTS/WASI ICfl/2PLY MUGI15&PIIU4A 4125 VG7.&1107B 494U (28110d TO TRUSS, (10)`WS3 WOOD SCRCWSTO POST W/5/8'TI IREADCD ROD (16FSD51/41,'0"TO WOOD,(3)3/4'STUD BOLTS W/ THREADED ROD, (2) NUTS(WASI ICR/2PLY PAU44 Z535 6]]5 ABU 44Z 2200 6665 (1)5/8-ATR IN HIGH SI RLNGI H EPDXY, (MIN. T EMBED) IN CONC,(12) 16,310 WOOD (15/8�AT.R. IN HIGH SIR6NGI H EPDXY (MIN ]1!EMBED)INCONC.,(12)16d10WWU. PAU66 2380 16005 ABU 66Z 2300 12000 (1)5/11• A.I.R. IN I IIGI ISI RLNG1 I I EPDXY, (MIN.]" EMBED) IN COW, (12)16d1U WOOD (1)5/8YA.1.R. IN II IGI I SI RLNGI I(LPDXY,(MIN]LMBLD) IN GONG; 11211bd 10 WOW IT S19 +++ 1205 IT119+++ 134D (1)3/4 A.I.R. IN III GI I SI RLNGI 11 EPDXY MIN.]" EMBED) IN DONE.,(R)10d 10WOOD (113/4°A1.H. IN IIIGIIII RLNG111 LPP%Y (MIN ] LMBEU)INCONIC, SUM lO WOOD L1 S208+++ 1100 IT120B+++ 1500 (1)3/4 A.1R. IN H IS It SI R LNGI I I EPDXY, (MIN. ]' LIMBED) IN CONC,(10)10tl x 1-1210 WOOD (1)1/21ALR.INHIGH SIRLNGIIILPO%Y,(MIN7"LMBLU)INCUNC,(10)10d 10WOW O II1145 4160 11114 4235 (1)5/8 A.T.R. IN I HG I I STRCNGTI I EPDXY(MIN.]" CMBCD) IN CONE,(18) 16d X 212" -(1)5/81ATR.IN IIIGII STRCNGTII EPDXY (MIN ] CMBCD,I INCONC (36)16d%21/2': Z IITT45 5005 IIliS 5090 (1)5/8"A.1.R. IN HIGH STRENGTH EPDXY (MIN. )' EMBLDUNCONC.,(26)16d X2 2" (1)5/86 ATR. IN HIGH SI RLNGIHlPPXY(M1N ] EMBEOI INCONC, 1261 16dX21/2" Q UPHDll+ 14395 11110011-50$ 2,54 11810 (1)1 A.I.R. IN IIIGII SIRLNGIII EPDXY,(MIN. 10'. LMOLD)INCONC.,(24)WS3W0 USCRLWS II 1, (1)1 p1.N IN IIIGII SIRENGIII EPDXY,(MIN 10 LMULUI INCONC; 241SDS/. x2WWOODSCRLWS PIIU5A 6525 H078 6645 (1)5/8"A.B. IN HIGH STRENGTH EPDXY, (MIN 7' EMBED) INCONG(14)WS3 WOOE SCREWS (1)7/8 AB INII(OIISTRCNGTII EPDXY, MIN.]' EMBED )INCONC, (3) 3/4 AUO BOLTSTO WOOD TDXB 7870 11)7/8"A.B. IN HIGH SIRENGI H LPDXY,.(MIN. 2" lMBEDI INCONG.(3) 7/8 S1 UU EOLISIO WOOD NFM35X12U 2580 7130 MBIIA 3.56/11.25 34]5 5330 (1)I/2"I-ROLIWMIN6"LMBEU&NO1 LFSS1 HAN 4- FROM EDGLOFCONCW/'/4"DIA DINA BOLT SLEEVE ANCI[OR OR COW/MINSEMBED INSTALLED IN FACE. (14)100 IIW RAMSLI/REDHEAD TJOIST (1)3/4AiR. IN HIGH STRENGTH EPDXY, (MIN 6]5"LMBEUMLNI)INCMU IOP,(1)3/4"A.1.RINHIGHSIRENGIH WTI (MIN. 6J5"EMBEDMENT) IN C.M.U. FAC6,(181. LOU 10 BEAM I IUS41211- 3060 2710 (IUD%) HUSC412 (WOOD) '2660(l0 3635. O%) (10)16d TO IIEAD[R, (10)161 TO WOOD (10)16d T011CAOCR, (10)16d TO WOOD 3325 (125%) 3265 (125%) wI 17 IID4101F(CMU) 1950 5000 IUC410 (EMU) 1800 4500 (18)1/4 ' x 3" W53 SCREWS, (10)11110 WOODUSP(2013/1G"IAPPER+,(SO)10d10W0(ID (18)1/4x2-3/4..111LN(9PLRFLANGL)IOCMU,(10110dlOWOOD. Q Z HU210-21F.(CMU) 1950 5000 I IUC2102 1CMU) 1. 1800 4500 (19)1/4"'x3"" WS3 SCREWS, (10) 10d1O WOO U. USP 120).3/16""TAPPER+, (10)10tl TO WOOU (1811/4" x 2-3/4" 111 EN (9 PER FIAN G6)1DfMD, (10)1Ud10 WOOD'. HU210.31F(CMU) 1950 5000 1IUC2(CMU103 1800 45X1 WOOD. UP (20 SBSCREWS,(10)10) 0d 1'O WOOD 0d 10 (18)1/4x23/4"111 LN(9 PLR FLA NGIIEh0 CMU,(10) 10d I O W00D; LGUM26.2 2125 6065 LGUM26.2-SDS 1430 1 5595 (4)3/8"X4"Wedge-BOIt+AOChOTS, WOOO(61WS3 WOOUSCREWS (413/81x 4111EN HD ANCHORS (2 PER T-IAWL)10 CMU,(411/4 X2-1/2 SDS9CREWS1O WOOD m n u9 C) CJ1 x u n u n x x x -x- J7 -- x - m n n n n - li CJ1 CJ II u n n n n n n u n u n n n n II CJ3 = 0 II II II II II II II II II II II 11 II II F- CJ5 CJ5 1B A8G 11 11 ��Q GT 3.1 A7 �z IAZ. 5 I 3.1 I A4 I IA3 I IN PRE -FABRICATED OOF 1A A2 TRUSSES @2 'OP. µ,----- (TY A - a . I �Q == A3 =_ I ATTIC I I A4 ACCESS A5 I I I I = A6 0 .1 3LGT .1 II II II y�A -__-- - B1 ---- -- - - --- -- --- G - 1A B2G GT!� E c 3.1 <N:q C15A J5 =_= u u n n u II I II II II CJ3A i� CJ3 = u n x n n n II = II II II II II II II y `/, CJ1 a EJ7 x J�- U M U LE3 U Ili U th � U ROOF SCALE: 1-0" u II II II 11 n u II II WII WII WII FRAMING PLAN - CJ5 - 1 0 Ir O U 551 S. APOLLO BLVD., SUITE 202 1 MELBOURNE, FLORIDA32901 PHI 321-802-3591 www.abdesi*gngroup.com AA #: 0003325 fi v SUBDIV. Ic xa a"p CREEKSIDE LOT #104 pppp 1 C,) PROJECT* 04321.200 104R1 MODEL: 4EHB 99 11 ,? 2605-HAYDEN a 1 GARAGE S WiNC : 9epL LEFT. OOF FRAMING PLAN AND NOTES �60 MPH EXP. C ARCHITECT' STATE OF FLORIDA F. (1i I, Ks -1 2019 oCT 1 MICHAEL C. ANDERSON. t3 AR NO 17305 10/14/19 T SCALE: 1/4 =1 -0 SHEET S6 GABLE - END i A HIP ROOF ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-10 ZONE 1 = 23.79 PSF (33.79) ZONE 2 = 39.48 PSF (49,48) ZONE 3 = 67.16 PSF (77.16) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH WIND EXPOSURE: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT +- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" O.S.B. OR 1/2" CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 CDX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" C.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 6" O.G. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. 'A 1 K'A ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE 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 SHAN(C PER INCH) 8d SCREW SHANK 2 1/2" 0.120" PNEUMATIC SCREW -NAILS I 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 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 8d RING SHANK GUN •. NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED ' PER MANUF. SPECS.) SEE DETAIL. C J Z LU zo W " Y @ z (U �O 4 y z 00 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES z 2 zm) 0 � LU LL z U) Z U O - J z Ir '6 @j Z 0 z Q ' 2 U) 0 z E . a 03 <� Z LU (} LU Y �dj 2 U U) LD z EE J 4 Y Z GO Q W W C'3 cr O w (.) @ OF U U) o 0 Co w z a- TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST FRAMING SPACES AT EACH END. RAFTER OR TRUSS ROOF SHEATHING UU-01 BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING 8d RING SHANK GUN NAILS 6" O.C. IN FIELD Sd RING SHANK GUN NAILS @ 12" O.C. IN FIELD or 8d x 2 112" SCREW SHANK PNEUMATIC SCREW -NAILS @ 12" 0.6„(N FIELD J\ - — -\ rYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33 MAXIMUM AGGREGATE SIZE SHALL BE 3/4". STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES &STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4 ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: h6 -R2 17.6thEDITI N ALL WOOD FOR BEAMS, BEARING WALLS , SOLE PLATES TOP PLATES, BRACING, LEDGERS, ERS, BLOCKING, ACI 18 14 BUILDING DE REQUIREMENTS C 3 CO O CRIPPLERS SILLS ETC. SHALL BE SOUTHERN - PINE N0.2 O R BET _ 11 TER. Fb 00 PSI AN A MODULUS F D ODU US O FOR STRUCTURAL CONCRETE,, ACI 530-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON - ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISCSPECIFICATIONS DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE, 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 ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMWORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE- ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT "RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN 1/2" OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, 6th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE: AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH' AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI WOOD TRUSSES: TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION SUPPORTED WITH 2" CHAIRS SPACED 3'-0" OC. EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "TPIANTCA BCSI 1" ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 psf TOP CHORD -non-concurrent REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" WOOD TRUSSES. 10 psf BTM CHORD -non-concurrent #5 BAR - 30" #7 BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36" x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. LOWER INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 15 pat TOP CHORD 20 psf TOP CHORD (7 psf w/ ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 psf BTM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 10psf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED =160 MPH 3- SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE 7-(BBC R2017) EXPOSURE C, RISK CATEGORY II) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE- DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL T LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: tOpsf, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, 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 aopsf MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (ACI 530/ ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS;IETC. ' ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE I'm = 1500 PSI. BLOCK SHALL BE PLACED USING 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 ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT 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 SHEET METAL FRAMING 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 EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO 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 AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS).. U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, - 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: A36, Fy = 36 ksi FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM-53, GRADE B. TYPE E OR S, Fy = 35 ksi. TUBE AND PIPE 2.500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL CONTRACTOR SHALL SUBMIT PROPOSED MIX 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" +/- PRIOR TO THE AD[ ITION OF PLASTICIZER. BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C-94 OR. MEASURING, MIXING, TRANSPORTING, ETC. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS 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 FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER: - 1-1/TFOR #5 AND SMALLER 2" FOR #6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER - 3/4' FOR SLABS, WALLS AND JOISTS 1112" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS _ FASTENER SCHEDULE APPLICATION-'E -"PE SPACING REMARKS APPLICATION SIZE TYPE SPACING REMARKS GARAGE DOOR BUCK 1 x2 PT FURRING TO CASE HARDENED COIL 8' O/C 1/4" DIA TAPCON MASONRY 1 12' EMBED., END DIST., MASONRY! CONC. NAIL 1 1/2' LONG. TO MASONRY/CONC. NO WASHER FASTENER 8" O/C 1 1/2' EDGE E DIST. 9" O!C WINDOW/DOOR/ FASTENED SGD, AL. EXT. DOORS CASE HARDENED COIL GARAGE DOOR BUCK 112" DIA. W/ 4" EMBED., 4" END DIST., 1x PT, SEE NOTE 6 NAIL 1 1/2' LONG. STAGGERED INTO MASONRY/GONG. TO MASONRY/GONG WASHER EXPANSION BOLT 24" O!C Y EDGE DIST. WINDOW BUCK CASE HARDENED COIL 91O/C WINDOW/DOOR! FASTENED METAL STRAP TO CONTACT THIS('ENC�INEER FOR SPACING 1x PT, SEE NOTE NAIL 111T LONG. STAGGERED INTO MASONRY/CONC. MASONRY/GONG. REQUIREMENTS EXT. SWING DOOR (2)3l18'OIA. "TAPDD` 19" w0 1 112' EMBED, 8" END. NON -BEARING WOOD 1/2" EXPANSKN4 4' EMBED. 4"END BUCK 2x PT, SEE NOTE 8 NO WASHER FASTNER DIST., 1 1/2' EDGE DIST. WALL TO GONG SLAB W/ WASHER BOLT 24.0� DIST., 3" EDGE DIST. 2x PT WINDOW BUCK 0,118"PAF x 210 9" OIC 4^ END. DIST., 1 1!2" PT TO STEEL COL, SEE W/ WASHER STAGGERED EDGE DIST. NOTES 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 SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAP 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 W IM OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x MEMBEI,IIS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS DR PAFTO THE SUBSTRATE. 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-8023591 www.abdesigngroup.com AA #: 0003325 bw! V W O W O F y SXMDIV. 8e LOT: CREEKSIDE LOT #104 PROJECT# 04321.200 104R1 MODEL: 4EHB '2605-HAYDEN" GARAGE SWING]": LEFT PAGE: DETAILS 60 MPH EXP. JC ARCHITECT- STATE OF FLORIDA OCT 17 2019 MICHAEL C. ANDERSON Ill AR NO 17305 i PRINT DATE: 10 14 19 SCALE: 1/4"=1'-0" 1 SHEET Planning & Development Services Department Building & Regulations Division Product Review Affidavit Miami -Dade FL N or Mi - I I'll, ...................... . ..... --------- -- - - FLORIDAPRODUCT 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@ IS" 0/c max.@ head and jamb. RIS 12/81/2021 Swing door Smooth Star Therma-Tru N/A Min. embedment of all anchors to be 11/4" (+�G) J (-47) (+67) (-67) -- -------------------- ---------------- ---- --------- ----- -- -- -- - ------- ------ --- - ----------- — ---------- --------- ----- - ----- ------ - --- --------------------------- - ----- -- --- -- ------ ---------------------- - --- ------------ --- - --------------- ------- -- --------- --- - ----- -- ----------------- — --- -- ----------- Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max, from corners, 113/4" o/c at jamb, 16" @ head, I V4" embedment. Type 11: 3/16" or 1/4" ITW concrete tapcon anchor. 6" max. from corners, 7 1/4" o/c at jamb, 10 1/4" @ head; 11/4" embedment Two additional tapcons midspan and one at lower frame required vertically each side, I'l-16103A R12 4/3012020 SH Window Ply Gem 1500 Ply Gem Non Impact Install per manufacturers recommended requirements. (+39) (-48) (+50) (-50) Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max, from corners, 14" o/c at jamb, 10" @ head, 11/4" embedment, Type 1[: 3/16" or 114" ITW concrete tapcon anchor, 6" max. from comers, 3 1/2" o/c at jamb, 6" @ head, 11/4" embedment, Eight additional tapcons top and bottom required horitontally, one midspan vertically each 1`1-16100. I R6 6/30/2020 Vertical Mullion Ply Gem 1500 Ply Gem Non Impact side. Install per manufacturers recommended requirements, N/A NIA ... ........... ...... .. ...... . 11---.- ------ 1-1-1.1 ...... --------------------- - - ---------- ...... .... Type 1: 3/16" or 114' ELCO Ultracon anchor 6" max, from corners, 14" o/c at jamb, 16" - ------ @ head / sill, 11/4" embedment, Type H: 3/16" or 1/4" ITW concrete tapcon anchor. 6" max. from comers, 8 1/2" o/c at jamb, 10 112" @ head / sill, 11/4" embedment. Five additional tapcons top and bottom required haritontally,two midspan vertically F[16104,2 R5 11/30/2022 Fixed Window My Gem 1500 Ply Gem Non Impact each side. Install per manufacturers recommended requirements. (+38) / (-48) (+55) 05) Ife concrete tapcon anchor. 2 1/2" minimum edge distance. 6" max CIA from corners '12131/20141-1 Builders Series 4780 wl and 20 3/4" max o/c elsewhere top, vertically and bottom, 2 1.12" min embedment, FL-14634.1 R3 Sfidirg Glass Door Sill Riser PfyGem Non Impact (+33) / (-41) (+50) (-50) 1/4" concrete screw 6" edge distance @ head, 4" edge distance @ jamb, 4" each side of transom centerline to bucking. Fastener spacing @ 15" o/c max, @ head and jamb. FL20461.17 RA 12/1112019 Opaque single Smooth Star Therma-Tru N/A Min. embedment of all anchors to be 11/4" (+36) (-47) (+47) J (-47} door with transom Double Garage 3/8!'x 2-3/4" HIM sleeve anchors 6" from ends 22!'O/C FLI61073 RIO 12/31/2020 Door,, 16.2x7 73 W6 Clopay (+29 (-35) (+36) I (42) Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" dia. heads, fong enough to penetrate through plywood or 3/4" into boards. Use 4 nails per - shingle placed 6-1/8" above the butt edge, approx. I" and 13" from each end and 1/2" FL7006.1 RIO 12 /IV2020 KO Cambridge N/A above each cutout, Drive nails straight so that nail head is flush with, but not cutting (+M) (-47) N/A 14 into shingle surface, Miami -Dade approved corrosion risistant tin caps and 12 ga. 1-1/4" annular ring R4, 12/31/2020 Underlayment -Rhino U-20 interweb N/A shank nails spaced V'O�C� at ail laps and three staggard rows fastened 12" D.C. in the N/A (R5) (PENDING APPROVAL) field, ....... ............. .............. . ................ . ...... - .................. ............... - - -------------- ....... . ............. — ------------ --- Position Vent Flange beneath 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 J, the HVHZ). Nails shall be located I" from the edge of the flange and 8"O'C' along all FL16 , 91813 R2 919/2026 Off Ridge Vent OFF -RIDGE VENT WITH TAMCO N/A four sides of the vent. Alf 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, ADR is not responsible for Errors, Omissions 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 11/4" Ring Shank Nails, Fasten Base Flange w/(I) nail ea corner @1" from edge. Fasten each Side of Base Flange using (3) nalles spaced nominal S" apart and I" from edge. Fasten Top and Roof Vent Bottom using (3) nails spaced a nominal 5" apart and I" from edge for a total of 22 FL3792 (alternate) 770-D Lomanacc, N/A nails. Seal all seams and nail heads and loose shingles -Refer to and follow ALL N/A N/A Maintifacturers. installation instructions. AOR is not responsible for Errors, Omissions orinterptitations of this installation Method. AOR is not responsible for Errors, Omssiom or misinterpretations of this Installation Method. FL24161,1 NONE 12/31/2020 Soffit Variforni, soffits plyGem N/A FL24161.1 (+31.6) (-38.8) (+77,0)/(-73,6) 1/4" x 20 stainless steel or ELCO Pa rel mate with minimum embedment @ 13/4-1 In Hurricane Panels Hurricane Storm concrete / masonry, 2 1/2" min. edge distance, 12' o/c max. spacing, Can be headed F116293A R2 12/31/2019 Less than 6! span 24 GAGE panel MFG. - N/A screw (wall thread but with wing nuts, N/A + or - 20 p.s,f. ............ ...... .............. .......................... ............. ......... ..... - ....... ........ ........ ..... 1140 x 20 stainless steel or ELCO Parielmate with Minimum embedment @ 1 3/4" in FL16293,1 R2 12/31/2019 Hurricane Panels, 24 GAGE Hurricane Storm N/A concrete / masonry, 2 112" min, edge distance, 12" o/c max. spacing, Can be headed span or more panel MFG, screw or all thread but with wing nuts. N/A + Ot 20 p,s,f, Install per manufacturers recommended requirements. FL17147,1 R3 6/27/2019 Zip System Wall Sheathi rig Huber N/A N/A NfA Sheathing Ilk (-ONT;;ZO�� DATE h551 & APOLLO BLVD,, SUITE 202 MELBOURNE, FLORIDA 32901 PW 321-802-3591 www.abdesigngroup.com AA #: 0003326 md as *AYBDIV. 4M -N V I' I U C I LA' COUNTY MASTER !IPA PROJECT# MODEU E XP Rv..i S *�D' ri '.z-.H1MTLE GARAGE SWMGfls - Q PAGE: R, N. EAR '5 ARCHITECT: STATE OF FLORIDA 4 0 r UT _2W, MICHAEL'O. ANDERSON AR NO 17305 ' ;iINT a /z 19 QUM: 0 11 T--O" SHEET