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HomeMy WebLinkAboutBuilding PlansSTATE OF FLORIDA CERTIFIED 'BUILDING CONTRACTOR: DR `,HORTON HOMES 1430 CULVER DRIVE NE PALM BAY, FL 32907 TEL: (321) 733-7092 FAX: (321) 733-7972 ® STATE OF FLORIDA PROFESSIONAL ARCHITECT: MICHAEL C. ANDERSON AR No. 17305 A.B. DESIGN GROUP, LLC 551 S. APOLLO BLVD.$ SUITE 202 MELBOURNE, FLORIDA 32901 Tel: (321) 802-3591 DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN --NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. 143 32907 "�. k.. R V ` i , — �. � 7 F = Lam. 4- (321) 733-7092 Fax- (3 x'1°33- ' DESIGN CRITERIA: ANCY RESIDENTIAL ABBREVIATIONS r1R • FLORIDA BMI14G CODE, RESMENM44 ISM EDITION (2017) \BVI \/C ' ABOVE LAV. AIR CONDITIONING' LUM. LAVATORY LUMINOUS • AIL LOCAL 'AND STATE CODER I ADJ. ADJUSTABLE M.C. MEDICINE CABINET ALT. 'ALTERNATE MFR. MANUFACTURER ' AMP. AMPERAGE MIN. MINIMUM 0 BD. BOARD... M.T. METAL THRESHOLD • OCCUP -, GR UP R3 CL CENTER LINT: •CONSTRUCTION TYPE - VB CAB CABINET • MIN. INTERIOR FINISH - CLASS B CLG; ' CCLR LEAR • BASIC WIND SPEED - Vult=160 MPH CONE. CONCRETE V3S(I=124 MPH CPT CARPET.. C T CERAMIC TILE *EXPOSURE - C D DRYER *I -STORY RESIDENCE - DBT, . DOUBLE. DUAL GLA7FD • 2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL DIA.,, DIAMr.TrR AND STATE CODES DIM: DIMENSION DISP DISPOSAL DP DEEP - DR DOOR v SQ.FT. CALC.'S D.S. DTT,. DOWNSPO IJL•TAB. ETAIL. D W 'bJ$HWASHPR LIVING 1916 SQ. FT. EA.Ai! x ELEV. rLr ATIO GARAGE 430 SQ. FT. ru EQUAL ENTRY I6 SQ. FT. FAR EXHAUST LANAI S0 SQ. FT., EXT EXTERIOR .. r F.c/ 'EX FIXED GLASS. TOTAL 2442 SQ. FT. F.G. FUEL Ens FIN.." FLR.'. FINISH FLOOR A/C VOLUME 1641-1b GLI. FT. rl TJOR. FLIJORFsCENIt+ rR DR. FRENCH DOOR rTG. FOOTING G%. GAUGE•. GAR, DISP GARBAGE DIS AL G. r.I GROUND-FAUI CIRCUIT INTERRUPTER GL GLASS GYP, BU GYPSUM BOr H.B. .HOSE BIB H.(. 14011 OW CORE HDR. HEADER I IOT. OR HT HEIGHT INSCL. INSULATION INT. INTERIOR MTD. MOUNTED METAL: T11 Nyl'.S. NOT TO SCALE O. . ON CENTER PA. PROPERTY LINE P.B\ PUSHBUTTON PH. PHONE ?LT. PLATE PLY J. PLYWOOD PR. PAIR P.T. PRESSURE TREATED R. RISER <RAD. RADIUS R.A.G.- RETURN,AIRGRLLL .REF. REFRIGERATOR RM. ROOM R.O. ROUGH OPENING S.C. ,ySOLID CORE P.XT DR S.D.SMOKE DETECTOR S.H. SINGLE HUNG SHT. SHEEP SHTHG. i j SHEATHING SHWR. 1 SHOWER SLM. 1 SIMILAR Si.. § SI.MING ST_ GL. ST.IDING GLASS STD. 1 STANDARD SWS \ SHEAR WALL. SECTION TRMP.,. ,. TEMPERED GLASS TRK. THICK T.O.C. - TOP OF CURB T.O.Y. TOP OF PLATE T.Q.S. TOP OF STAB TYK TYPICAI. U.N.O. UNLESS NOTED OTHERWISE V.P. VAPOR PROOF W. WASHER W/ WITH WD. WOOD WDW. WINDOW W/H > WATER HEATER W.I. WROUGHT[RON REVISIONS DATE DESCRIPTION 01/26AS CD'S ISSUED 0145/18 2011 FBC UPDATE 01/1648 CD's RE -ISSUED _ 02/2I/18 SIDING ELEVATIONS ADDED 03/2648 CO'S W-ISSUED 04/19/I8 FOOTING REVISION PER M. 5046 06/21/16 CD'S RE -ISSUED 02AMS ADDED CURELESS FOOTER AT GARAGE DETAIL (FORT MYERS) 02122AS PLAN MAINTENANCE 03/28/19 REVISED LINTEL SIZE AT FRONT ENTRY DOOR 04/24/19 ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL BATSON (MELBA 04/24A9 REVISED HVAC VOLUMES ON SCIFT CALL SCHEDULE (MELB.) 06/12/19 ADDED 'EXTERIOR MONO DEEP FOOTER' DETAIL 12/51.IA (ORL) 06/12/19 ADDED LED LIGHTS • KITCHEN t BATH PER MARK BOWES 07/19/19 ADDED STONE OPTION ELEVATION C t D (TAMPA) 09/11/19 1 ELEVATION 'G' SIDING -ADDED LOUVER • GABLE ROOF INDEX OF DRAWINGS ARCHI-TEG'I`URAL SHEET # DESCRIPTION PG CS -COVER SHEET PG GN-GENERAL NOTES PG Al -FLOOR PLAN PG A2D-ELEVATION "D" PG E1-ELECTRICAL PLAN PG P1-PLUMBING PLAN PG M1-HVAC PLAN PG D1-DETAILS PG D2-DETAILS PG WAI -WALL ASSEMBLY DETAILS PG , WA2-WALL ASSEMBLY DETAILS �� 1111 F vivPN PG', WA3 WALL ASSEMBLY DETAILS v�'-x Q�-� PG WA6-WALL ASSEMBLY DETAILS o�EGGG G U C 91. � 10 STRUCTURAL SHEET # - PG S1-FOUNDATION PLAN PG S1.1A-DETAILS PG S1.2-DOWEL PLAN PG S1.2A-DETAILS PG S2-LIFT BEAM PLAN AND NOTES PG S2.1A-DETAILS PG S3-FRAMING PLAN PG S31A-DETAILS PG S3.1B-DETAILS PG S3.1C-DETAILS PG SNI -DETAILS PG PAL -PRODUCT APPROVALS - --_- - DESCRIPTION FIDE COPI 551 S. APOLLO BLVD., SUITE 202 E MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www. a b d es i gngrou p. co m AA #: 0003325 B l i W o E, P a o F A w{ rti mmmmo SITBDIV. & LOT: CREEKSIDE PHASE 2 LOT #103 .PRO.TECT# 04321.201 103R1 MODEL 4EBB "1828-CALI" GARAGE SWING* LEFT PAGE: �TR COVER SHEET 160 MPH EXP. C ARCHITECT STATE OF FLORIDA T - ; OCT 3 0 2019 VA .- s. - •am ���,Q ' GENERAL NOTES SITE WORK TIMBER 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED 6th EDITION, (2017). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER HEREIN: FBCR 6TH EDITION (2017) UNO. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL B. NATIONAL FOREST PRODUCTS ASSOCIATION: 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HERERSEE LANDSCAPE DRAWINGS FOR FINAL I: NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDB RNE DEBRIS BY FINISH GRADES, PLANTING AND IRRIGATION. C. SOUTHERN PINE INSPECTIONBUREAU: THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2, 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM' REQUIRED DEPTHS, IF DIFFERENT CONTACT THE D. TRUSS PLATE INSTITUTE` ARCHITECT, I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) 3. DO NOT SCALE DRAWINGS, THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSI6NS PRIOR TO WORK E. APA - THE ENGINEERED WOOD ASSOCIATION: PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN''/z THE HORIZONTAL 1. ENGINEERED WOOD CONSTRUCTION GUIDE DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCl]MENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK 5. ALL BACKFILL AT STRUCTURES SLABS STEPS AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 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' LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. FABRICATION OF THE WORK. BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWING3 OR THE REQUIRED CODES. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. WHERE APPLICABLE) ( C BLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUC i,URE DURING 8. EXCAVATIONS TO BE A MINIMUM OF T- 0" BEYOND NEW FOOTING LINE. CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED, i PLUMBING 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 1, SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL, 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. REQUIREM TS. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM % PVC (SCHEDULE 40), INSULATED WITH''/z' AMAFLEX, 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 10. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH,, 0 WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISTICTION, INCLUDING ALL APPLICABLE STATE, CITY AND 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAI ED. COUNTY BUILDING AND ZONING CODES. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. GARAGES AND CARPORTS 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 11.' SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET DRAWING. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2, C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 12, TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMENT PROTECTION EXTERIOR WALL COVERINGS 2. AS PER SECTION .1: OPENINGS PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR . OTHER PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH L NOT APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 15 TIMES THE DESIGN PRESSURE 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. "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 EXTERIOR FINISHES 3, AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE AGRICULTURE AND CONSUMER SERVICES." 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. GARAGE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-Cl063-12a. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE- RESIDENCE AND ITS ATTIC AREA BY NOT 1/2-INCH HABITABLE ROOMS 3. LATH & ACCESORIES PER ASTM-C-1 063-1 1A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED, Ta LESS THAN GYPSUM BOARD APPLIED T® THE GARAGE SIDE. GARA ,- NEATH SHALL BE ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. "L" FLASHING HORIZONTAL LATH AND PAPER DETAILS WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PIPE PENETRATION DETAILS VENT PENETRATION DETAILS PROTECTED BY NOT LESS THAN''/rINCH GYPSUM BOARD OR EQUIVALENT. WEEP SCREED DETAILS -- CONDUIT PENETRATION. DETAILS CASING BEAD DETAILS DRIP EDGE DETAILS CANTILEVER DRIP EDGE IDETAILS CORNER BEAD DETAILS WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 - 11A AND R703.7. FIRE RESISTANT 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 112" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. 551$. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA # 0003325 � ME SEM G� W ra" x W � 0 4 �I o � .q of m a Fac KSIDE SE 2 #103 PROJECT# k 04321.201 103R1x MO DEL: 4EBB "1828-CALI" GARAGE SWING: 1 LEFT �1 GENERAL NOTES r? I` y 1 it e ARCHITECT STATE OF FLORIDA 3 2020- ICI -AEL C. ANDERSON A,,R HO 17305 `7� I T DATE: 10 /14 I SCALE: 1 / 4 " = f -d>" SHEET G N WINTER ICE BARRIER FLOOD AIR MEAN DESIGN UNDERTLAYMENT HAZARDS a FREEZING ANUAL TEMPREQUIRED, INDEX TEMP! 42 NA SEE SURVEY NA NA FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL 5E IN ACCORDANCE WITH SECTION FBC R302.%I THROUGH F5C R302.S.4 FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL 5E IN ACCORDANCE WITH SECTION FBC R302.10.1 THROUGH FBC R302.10B C I 4" DBL. TOP PLATE 0 m Li BAR DETAIL A SCALE: 1/2'=1'-0' ARCH DTL. B SCALE: 1/2 • 1'-0' a \ i`:'. s 2CV-all EXTERIOR MASONRY WALL BRCS. HEIGHTS 8'-8' BRCS. BRG. 11'-4' BRIG. FLOOR PLAN SQ.FT. CALC. S LIVING GARAGE ENTRY LANAI 1916 SQ. FT. 430 SQ. FT. 16 SQ. FT. 80 SQ. FT. TOTAL 2442 SQ. FT. A/C VOLUME 164i7.6 CU. FT. SCALE: 1/4' a I'-0' NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 50LID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -GORE STEEL DOORS NOT LESS THAN 1 3/6' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. -FRAMED WALL SEPARATION BETWEEN THE UNCONDITIONED GARAGE AND CONDITIONED SPACED SHALL HAVE AN INSULATION R VALUE OF R-13. -CEILING R VALUE TO BE R-30 INSULATION ABOVE CONDITIONED SPACE. -FOR CONSISTENCY, THE VOLUME CALCULATIONS ON PLANS ARE PROVIDED 5Y 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 5Y THE MANUFACTURER AS LISTED IN THE RESPECTIVE PRODUCT SPECIFICATIONS ATTIC OP9=NINCs OVER♦ -At,* SEPARATION U-VALUE SHcic - L ACCESS J BOLLARD = Iflr _ -- I r-m 4 -9' 38 29 OND AS REQ. 0 I I ® Z I'-0' 0'-9' 35.215 PER 5LDG. m I 0 I s 9'-m' r-a• bs 32 '..� CODE B LAV. ! 4 I'-fD' 35 Z9 s, \\ \\� v ,_av ' I I I I 35 Z9 co I I BATH #2 m r b 35 Z9 �o. a II ry�� 8' 8' CLii n -1 NOT USED 3 3 - GARAGE V. GABLE ROOFS x;v� & .. .t •.�� ♦LZ: t 3 Y a AT , 0 .. 3zV FIGURE R301,Wlt CCMWON: T AND L D I G PRESSURE 20NI E 2'-8" 6 3'-10" 3'-10" 4'-4' 39' __ -S" m u 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W W y U W F U F U a a h Eq oi a cli Q r K SUHDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #103 PROJECT# 04321.201 103R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: FLOOR PLAN 100 MPH EXP. C ARCHITECT- STATE OF FLORIDA MAR 13 2020 MICHAEL C. ANDERSON AR NO 17305 rSS.L." i DATE 10 14 19 SCALE: 1 /4"=1'— 0" SHEET Planning & Development Services Department Building & Regulations Division r Product Review Affidavit FL # or Miami -Dade FLORIDA PRODUCT REVISION EXPIRATION product Model # Manufacturer Glass Description Method of Attachment Building Design Product Design APPROVAL REVISION. DATE - Pressure Pressure 1/4" concrete screw 6" edge distance @ head, 4".edge distance @ jamb, 4"each side of transom centerline to bucking. Fastener spacing @ 15" o/c max. @ head and jamb. FL5891.2 R6 12/31/2021 Swing door Smooth Star Therma-Tru N/A Min. embedment of all anchors to be 1 114" Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max. from corners, 11 3/4" o/c atjamb; 16" @ head. 1 114" embedment. Type If: 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) (+50) / (-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 Ib 3/16" or 1/4" ITW concrete tapcon anchor. 6" max. from corners, 8 1/2" o/c at jamb, 6" @. head. 1. 1/4"embedment. Eight. additional tapcons top and bottom required horitontally, one midspan vertically each FL16100.1 R6 6/30/2020 Vertical Mullion Ply Gem 1500 Ply Gem Non Impact side. Install per manufacturers recommended requirements. N/A N/A Type 1: 3/16" or 114" ELCO Ultracon anchor 6" max. from corners, 14" o/c at jamb, 16" @.head / sill. 11/4" embedment. Type II: 3/16" or 1/4" ITW concrete tapcon anchor. 6" max. from corners, 8 1/2" o/c at jamb, 10 1/2" @ head / sill. 1 1/4" embedment. Five additional tapcons top and bottom required horitontally,two midspan vertically FL16104.2 RS 11/30/2022 Fixed Window Ply Gem 1500 Ply Gem Non Impact each side. Install per manufacturers recommended requirements. (+38) / (48) (+55) / (-55) 1/4" concrete tapcon anchor. 2 112" minimum edge distance. 6" maxojc,from corners Builders Series 4780 w/ and 20 3/4" max o/c elsewhere top, vertically and bottom. 2 1/2" min embedment. FL14634.1 R4 12/31/2022 Sliding Glass Door Ply Gem Non Impact (+33) / (41) (+50) / (-50) Sill Riser - -. 1/4" concrete screw " edge distance head, 4" edge tance each side e of to buckking. Fastener tenespacing @ 15" o/c maxx.. @ head and nd jamb. FL20461.17 R4 12/31/2021 Opaque single Smooth Star ` Therma-Tru N/A Min. embedment liif (+36) / (-47) (+47) / (-47) ' door with transom. Double Garage 3/8" x 2-3/4 F1Hllti sleeve anchors 6" from ends 22" O/C FL16107.3 R10 12/31/2020 Door 16.2x7 73 W6 Clopay N/A (+29)/(-3S) (+36)/(-42) Use galvanized (zinc coated) roofing nails, 11 or 12 gauge wltlr'at leasst 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 buttedge, approX. 1" and 13 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 isflushwith, but not cutting (+36) / (47) N/A into shingle surface. i Miami -Dade approved corrosion, risistant tin caps and 12 ga. 1-1/4" anrimar ring — —I FL15216.1 R6, 12/31/2020 Underlayment Rhino U-20 nterweb N/A shank nails spaced 6"O.C. at all laps and three staggard rows fastened 12" O.C. in the NSA (117) (PENDING APPROVAL) field: Position Vent Flange beneath loosenedshingles aligned w/ deck opening. Apply ASTM D 4586 or ASTM D 3409, Type I roofarlg cement/mastic to the underside of the bent 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 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 TAMCO N/A four sides of the vent. All exposed fasteners shall be sealed with roofing N/A N/A BAFFLE cement/mastic. all loosened shingles shall be acheared down with roof i cement/mastic. Refer to and follow ALL Manufacturers installation instructions. AOR is not responsible for Errors, Omssions or interpritations of this Installation Method. Apply Roofing Sealant on all seams inside the Roof Collar. Apply Roofing Sealant alongall 4 sides of the bottom of t O 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 Rll 8/16/2021 (alternate) 770-D Lomanaco N/A nails. Seal all seams and nail heads and loose shingles. Refer to and follow ALL N/A N/A Manufacturers installation instructions. AOR is not responsible for Errors, Omssions or interpritations of this Installation Method. AOR is not responsible for Errors, Omssions or misinterpretations of this Installation Method. FL24161.1 NONE 12/31/2020 Soffit Variform Soffits PlyGem N/A FL24161.1 (+31.6) / (-38.8) (+77.0)/(-73.6) 1/4"x 20 stainless steel or ELCO Panelmate with minimum embedment @ 1 3/4" in Hurricane Panels Hurricane Storm concrete / masonry, 2 1/2" min. edge distance, 12" o/c max. spacing. Can be headed FL16293.1 R2 12/31/2019 Less than 6' span 24 GAGE panel MFG: N/A screw or all thread but with wing nuts. N / A + or - 20 ps.f. 1/4" x 20 stainless steel or ELCO Panelmate with minimum embedment @ 1 3/4" in Hurricane Panels Hurricane Storm concrete / masonry, 2 1/2" min. edge distance, 12" o/c max. spacing. Can be headed FL162 )3.1 R2 12/31/2019 6' span or more 24 GAGE panel MFG. N/A screw or all thread but with win nuts. g N/A + or - 20 p.s.f. Install per manufacturers recommended requirements. FL17147.1 R4 6/27/2020 Zip System Wall Sheathing .Huber N/A N/A N/A Sheathing CONTROL DATi' 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA329 PH: 321-802-3591 www.a bdesigngro u p.com AA #: 0003325 L W € ry I r€ 04 64 W a � O (k � z O q U h 0 N E. 2 UHDIP. de LOT, 1_, ST LUCIE COUINTY MASTER PA PROTECT# 3 MODELL EXPRESS SHINGLE �E _ RAGE SWIN : s PAGE: I I 160 MPH EXP.0 ARCHITECT STATE OF FLORIDA MAR 13 2020 KA9CHAEL C. ANDERSON AR NO 17305 s PDATE• RINT 3/9/20 t CALE: 1/4" 1'-0" SHEET P AI TO CONTROL JOINT +/-19'-0" SLDCs. HCst.� -- —(TYPJ -- - - U FYPON LV12X24 EQ. EQ. OR EQUIVALENT 12 go; 4 %1 Al 8' 8" BRCS. HGT.s OPT. COACH LIGHT 0'-0 FIN. FLR.., a' -a' BRCS. HG m -m FIN. FLR. EQUAL CONTROL JOINT (TYP.) E: Q. E: Q. 7I Irl ICI � � IIII■'®'�IIII'�� �I ICI IIII Fill UIMIII SCALE:FRONT -ELEVATION. b TEXTURED FINISH NOTE:• PER F5CR- o 1�6 SHINGLE ROOF FYPON BKTIIXI'l OR EQUIVALENT 5'-8" 5Rc3. HGT 11-011 16'X62' FYPON DECORATIVE 45 A SHUTTERS OR EQUIVALENT ITyp 4' RAISED BAND (TYP.) ,i0'-0" FIN: FLR. OFF RIDGE VENT o� 1-0' 8' �-8" BRG. HGT. ' IT4 4B I 1E] F 48 TYP. TYP. r II -------- �, I I .0'-0" FIN. FLR. — Y REAR ELEVATION SCALE: 114 IN I'-0' TEXTURED FINISH 12 6� HE ' A 8'-8" BRG. HGT -0" v A r I I TYP. r -�-- - — - — - - — - - — - — - — - — - — - — - - --- - - 4- o0'-0" FIN. PLR_ ---------- ----- LEFT ELEVATION SCALE: 1/4 = P-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT 12 6 12 IIE �6 A 8 8 BRG. HGT.$------- --- -�---------------- - — — — S'_8„ BRCS. HCsT j II-CII 1'-0' 11-011 II 4B v I - A �t I TYP. I I r II 0 -0° FIN. FLR. --- -- - - — — — - RIGHT ELEVATION SCALE: 1/4 = 1'-0' TEXTURED FINISH / 2' 21 � 0 w N N DECO. DTL. A SCALE: 1/2 = I' MODEL 1828-CALI-4EBB AREA OF ATTIC 2450 SQ. FT..___ NET FREE VENTILATION AREA REQUIRED 1/300 REQUIRED VENTILATION AREA = 2450 /300 = 8.17SO, FT, 8.17 = 1176 SQ. IN. MIN. REQUIRED VENTILATION = .4X 1176 N UPPER PORTION OF ATTIC = 470A SQ. IN. (BALANCETO BE PROVIDED IN SOFFITVENTS) JFF RIDGE VENTILATION AREA = 138 SO, IN. PER VENT (net free area) TOTAL#OF VENTS REQUIRED _ 3.41 TOTAL#OF VENTS PROVIDED = 4 SOFFIT VENTILATION AREA 7 SQ. IN. PER LINEAR FT(net free LINEAR FEET OF SOFFIT REQUI'RI 67.20 area) L APOLLO BLVD., UITE 202 E, FLORIDA 3290 21-802-3591 esigngroup.com : 0003325 fir. ':. I, I d f� N 1.1 a� fs�" Irk Ipl � by CREEKSIDE 4 PHASE 2 LOT #103 PROJECT# 04321.201/103R1 ODZTc 4EBB } "1828—CALI" C;ARAC;E SWING: LEFT 'PAGE: ELEVATION "D" Id 160 MPH EXP. C n,� .. k°+ ARCHrrECT- c STATE OF FLORID. '1 xl 1 � OCT 3 0 2019 3 MICHAEL C. ANDERSON , % N!O 1731 4 DATE: 10/14/19 SCALE: 1/4:'=1'—O" 9Hi EET w A2 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 125V OUTLET 20 AMP SINGLE POLE 110V OUTLET 110V OUTLET 07) 1/2 OF OUTLET WIRED TO SWITCH . GFI h,, 110V OUTLET �fP RW l�,VyPER i'. RESISTANT TYPE) �a 220V OUTLET (4) WIRE CONNECTION UIP EXT. TERPROOF FAULTGROUND GFI OUTLET INTERRUPTER I SWITCH SWITCH 3-WAY OPER ¢ SWITCH 4-WAY OPER 'H/�� ,...n ' `j WALL MOUNTED I LIGHT I� �N ! CEILING LIGHT © LED CLG LIGHT O VP VAPOR PROOF LIGHT OREGESBED CAN WALL SCONCE PRE -WIRED i. VENT. FAN I CFM PER SQ. FT. VENT. AN I CHM PER sa FT. I VANITY LIGHT FIXTURETIED /bPEG'b TBD BY BUILDER). FLUORESCENT WRAP LIGHT AROUND AROUND .- - - (RECESSED) 4->I ENT FLUORESCENT 2-15UL5 WRAP Amp (SURFACE MNT.) „ 2'FLUORESCENT 4' FLUORESCENT . 4' TRACK LIGHT I 0 I PANEL METER OS�. SMOKE DETECTOR wtHARDWImE WALL MOUNTED BATT BACK-UP SD. SMOKE DETECTOR W/ HARDWIRE BAIT BACK-UP W/ ® S/CO CARBON MONOWIDEo SMOKE DETECTOR SMOKE HARDWIRE INTER -CONNECTED SHALL BE A DISTANCE COMBO OF NOT LESS THEN 4' FROM WALL PENDANT LIGHT NATURAL GAS OUTLET ► TELEPHONE JACK U44 WATER wATERDISCCHENEATATER IC••NITION SOURCE TO BE ELEVATED A/ AIR CONDITIONING DISCONNECT TV TELEVISION JACK CEILING BOX REQUIRE TO BE SUPPORTED IN O J_BOX ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�CEILING BOX REQUIRE TO BE SUPPORTED IN CEILING FANLIGHT ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION 24' INCANDESCENT LIGHT STRIP 36' INCANDESCENT @ LIGHT STRJP nnn 1 40' INCANDESCENT I LIGHT STRIP FLOOD LIGHT �.... OPT SECURITY FP KEYPAD Fo P9. PUSH-BUTTON FOR GRIMES USA PORT • LOCATION OF TV JACKS ! PHONE OUTLETS ! FANS TO BE VERFIED a HOMEOWNER PRE -CONSTRUCTION MEET G. • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR bTH EDITION (20I1) E NEG 21012 2014 EDITION. • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI a ISLAND (NOT ON KITCHEN CIRCUIT) • pISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MI50T3 C'V'Q NTH IT(201"1) • 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 bTH ED (20TI). • ALL WORK TO COMPLY WITH £L£GTRIGAL PROVISIONS OF THE FBC-Q PTu ED (201T). • ALL LAMPS SHALL BE SELECTED BY BUILDER AND l5% OF LIGHTING MUST Berr�u l0I2 IAL EN£RGY— FrM EFFICIENC7)2017 btu^ EDITION R40d.1 METER FIELD VERIFY LOC. GE IL ING MTD. LIGHT TO BE INSTALLED, PROVIDE J-BOX FOR OPT. FAN I � • LS V V 1V1 OWNERS �, SUITE LIVING ROOM L•J� I � � 0 �\\ 6 -6 \ -fill D PRE RE PRE -WIRED \ \ CLG FAN CLG FAN / J 1 ® 1 fl qp S.D. III • / a \ i �1SWITCH IN CABINET 1 W -- 0. �i ,GFI I BATH GFI L L GFI I v W.I.C. IREF � I / Qom• I �'j,� OUTLET 1 DW SINK / i LAUN. G�;$R DW HITC EN /���--�'�� jam' P\AN.. I' RANGE \ GFI Gil' MM 1!f Tf DEN' /� w Hoo �1 L D WIRE W/ OUTLET FOR m \ I FUTURE MICRO I Pj�E-WIRED I � / � I CLG FAN I BDRM.#3 LiA I/III �e/ 1 / I I I `', li I I I� / PRE -WIRED CLG FAN WH 44 AFF. 44 AFF. P.g. FOR / GARAGE 1qp DOOR 1 � / CsFh BOLLARD / 1 ' L ( I �As REQ. � ��� PER BLDG. WALL MOUNTED CODE LIGHT W/SWITCH IN ATTIC j 1 ®li BATH #2 GFI CLG. W OUTLET KEYLESS \ FIXTURE \\ BDRM #2 IRRIGATION F E `� U OUTLET- 48' Ar-F. ( J J I ENTRY­--,VFlGARAGE PRE-WIREDCLG FAN CHIM ii•1 II II•I� i!•II 1� � ' p I� ��I•li I I ofmT. COACH LIGHT ELECTRICAL PLAN SCALE! 1/4' = I'-0' 1 I° ° L LED LIGHTING LED LIGHTING C DOUBLE LAV. (616 SINGLE LAV. OWNER'S BATH 6 BATH 02 150 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES: A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR btH EDITION (2011). LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS NOTED OTHERWISE. POWER COMPANY TRANSFOI GRADE PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARX ELECTRICAL SERVICE. PROVIDE 3 01 COPPER (CU) IN 1-1/2" DIA SCHEDULE b0 PVC CONDUIT OR PROVIDE 3 02/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. PROVIDE 342/0 CU, THWN • Pb CU IN 2' CONDUIT OR 3 04/0 AL, THIW . 1% CU IN 2' CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT a OVKieuenr I COMBINATION SERVICE 150 AMP DISCONNECT SWITCH AND 120/240 II M ELECTRIC METER IN I PHASE NEMA 3R ENCLOSURE MLO PANEL 150AlLP MC TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT 1 M4 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR &I EDITION (2011) 5/0" DIA X S FT LONG COPPER CLAD GROUND ROD 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F. W 04 • U 4 W o 14 q F r 114 ,1SUBDIV. 8e I CREEKSIDE PHASE 2 I LOT #103 h�1 PROJECT# 04321.201 103R1 MODEr. 4EBB "1828-CALI" 0ARAGE SWING: LEFT PAGE: f' ELECTRICAL PLAN H �0 MPH EXP. ARCHffECT= ' STATE OF FLORIDA r` OCT 3 2019'� I MICHAEL C. ANDER � °l AR NO 17305 PRINT 19 14 DATE: 10 / / SC X:1/4"=1'-0" SKEET EI 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-502-3591 www.abdesigngroup.com t„ AA #: 0003325 N � j W ♦gyp 'Y y Q F ti V W 4 F A i F� t 00 t wW1 v M 1 hs �� G few :M:vx UBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #103 PROJECT* 04321.201 103R1 MODEL: 4EBB "1828-CALI" � GARAGE SWING: � a LEFT .:AGE: PLUMBING PLAN !y b 3 HO MPH EXP. C ARCHrrECT. STATE OF FLORIDA OCT 3 p 2019 r l MICHAEL C. ANDERSON AR NO 17305 fr 'F INT 10 14 19 DATE: / / SCALE: 1/4"=1'-0" SHEET P LANAI I� I I I �I ULL lo 9' 12X12 12X12 IOX6 OWNER'S 1�cFM LIVING ROOM SUITE I, I DINING o ROOM L r 10X6� 115 CFM 8X4 +IOX6 10X6 120 CFM 120 CFM �I kj--FM 75 0III } 50 6' CFM 6' I 10 0. BATH 4' 6' F.45 CFM W.I. C. i4 NK I i — - 1 10 , - CFm 45 et 0 cFM KITCHEN 10X6 1 i f 12X8 12XI6 U n BDRM. .#4/ PASS 4 -MAZE LOUvER � DEN THRUBDRM. 3 _ 16' PLANTATION 1' 180-04 2'8' MAX AIR 10Xfo n RA 584.15 CFM 115 CFM IA 5' 12X8 PASS THRU I � • ICI 4' 4' 10X6 l 5' LJ '15 CFM 1 Q GARAGE 50 CF1H 8X4 12X8 45 CFM PASS BATH 2 THRIJ I0X6 FOYER 75 cFM BDRM.#2 ENTRY II�d f� lI I.II HVAC PLAN SCALE: 1/4 = 1'-0' CALI EQUIPMENT SCHEDULE 3 TONS MFG CARRIER G.U. 25H5C536A#030+ A.H.U. FX4DNC5,Fa031L HEAT 5 KUJ SEER 15 SEER TOTAL CAP 34800 ELECTRIC 208/230/IPH 5RKR C.U. 35 A.H.0 35 REF LINES 3/4" 4 3/8" F W U w yF K U W O F 0 ti SUSDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #103 PROJECT* 04321.201 103R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: HVAC PLAN 60 MPH EXP. TE SCHEDULE _S R-4.1 OJACENT R-13 .XTERIOR R-13 R-30 FIL DATE: IU/14/I:1 E c�P SCALE: 1/4"=1'-0" SHEET PER FLR PLAN 1/2' Cl 1 1/2' DRYWALL SECURE BT. — PLATE TO SLAB W/ Iod MASONRY NAIL G 32' O.G. MAX FIN. FLR -.• ----1 ATr JSS 2x4 Li STUDS ®24' O.G. SLAB NOTE: STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN Iro' O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24" O.G. TYP. INT. WALL (NON —BRIG. SCALE: 3/4' =1'-O D NOT CUT =BAR PE - BOND BEAM SOLID GROUT W/ (I)- s (2) COURSE DO NOT GUT THE BOI-D BEAM REBARS 2a )PIPE THROUGH BOND BEAM D 1 J SCALE: 3/4" =1'-m" f�CAULK AND SEAL GAS LNE I;• PVC SLEEVE FOR GM LNE CMU —1/2, GYP. uL. ISO. WOOD BASE 28GAS LINE THRU BLOCK Di SCALE: V!'.I'-m' 1/2' THICK, 2 COAT - PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY GALV. STEEL TRACK BRACKETS FASTENED TO WOOD JAMB PER PRODUCT GxALV. STEEL APPROVAL REa VERTICAL TRACK BY MAUF. 1 MIN. 1 — FASTENED TO SLIDE TRACK BRACKETS ROOM Ill PRODUCT APPROVAL l CORNER BEAD a, CMU SEE STRUCTURAL FOR REINFORCEMENT 2x& P.T. IUD ATTACHED TO FILL CELL AS PER PRODUCT APPROVAL RE L SEALANT 4 BACKER ROD WEATHER STRIP MOULDING ALL AROUND (BY DOOR MANUF.) OVERHEAD DOOR BY OTHERS 3 ) GARAGE DOOR JAMBS D1 SCALE: 11/2'=1'-011 FIBERGLASS SHINGLES 2x BLOCKING BETWEEN TRUSSES OVER *30 FELT PAPER OR PER STRUCTURAL DETAILS FIBERGLASS SI-IINCsLES SYNTHETIC PRODUCT, OVER LA FELL PAPER INSTALLED PER SECTION FIBERGLASS SHINGLES FIBERGLASS SHINGLES OR SYNTHETIC R90511 ON a' O.SB. OVER *SYNTHETIC 30 FELT PAPER OR OVER 'SO FELT PAPER PRODUCT, INSTALLED SHEATHING OR CpX INSTALLED PER SECTION OR SYNTHETIC PER SECTION R905.IJ PLYWOOD SECURED PER FASTENER SCHEDULE R905.1.1 ON �' O.S.B. PRODUCT, INSTALLED ON �' O.S.B. SHEATHING STIFFBACK AT ALL UPRIGHTS SHEATHING OR j' GDX PER SECTION R905.I.I OR GDX PLYWOOD ON �' O.S.B. SHEATHING 5/8' GYPSUM BOARD PER STRUCTURAL DETAILS PLYWOOD SECURED PER O _®, OR 1/2' HIGH SECURED PER FASTENER SCHEDULE OR GDX PLYWOOD FASTENER SCHEDULE TYP PRE-ENG Wp. TRUSS T P SECURED PER STRENGTH CLG- twill DRIP EDGE FASTENER SCHEDULE BOARD REFERENCE MTL. DRIP EDGE o.N o.N. PER ELEVATION 2x FASCIA PER P€REL� STRUCTURAL 2x FASCIA PER -- - --' ELEVATIONS ELEVATIONS CONT. 2x RAT RUN SECURED PER SEE ENERGY CODE FORMS FOR ENG TRUSS E PR - STRUCTURAL DETAILS - VENTED SOFFIT � VENTED SOFFIT PRE-ENG TRUSS INSULATION R-VALUES SEE ENERGY CODE FORMS FOR MTL. DRIP EDGE PRE -Ell GABLE TRUSS J PRE -El GABLE TRUSS REFERENCE STRUCTURAL - T� INSULATION R-VALUES MTL. DRIP EDGE PER ELEVATION WEEP 5CREED ER ELEVATION WEEP SCREED TYP- 2x FASCIA PER 2x FASCIA PER 2x P.T. SECURED PER 5/8' GYPSUM BOARD OR in. ELEVATIONS O.I-ILG. BOARD Zx P.T. SECURED PER VENTED SOFFIT R-4.1 INSULATION VENTED SOFFIT STRUCTURAL DETAILS - STRUCTURAL DETAILS WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS ' t R-4.1 INSULATION - In' THICK, 2 COAT WINDOW ATTACHMENT AS PER PORTLAND CEMENT REFERENCE MANUFACTURES SPECIFICATIONS - PLASTER APPLIED STRUCTURAL DIRECTLY TO MASONRY RE ERE E Ix2 P.T. FURRING STRUCTURAL - STRIPS ® 24' O.G. Ix2 P.T. FURRING 1/2' THICK, 2 GOAT PORTLANp STRIPS o 24' O.G. 8' GMU CEMENT PLASTER APPLIED -_ I/2' THICK 2 GOAT PORtLAND DIRECTLY TO MASONRY I/2' THICK, 2 GOAT 1/2' GYP. WL. Bp. 8' GMU 1/2 GYP. Li BD. PORtLANp CEMENT WOOD BASE CEMENT PLASTER APPLIEDPLASTER APPLIED I As DIRECTLY TO MASONRY /� WOOD BASE { DIRECTLY TO MASONRY 0'-0' FIN. FLR 1 m'-0' FIN. FLR 0'-0" FIN. FLR - _ 0'-0' FIN. FLR - - -- 8' GMU W/ WINDOW OPENING B TYP. WALL SECTION t' NO OPENING NOTE: PER SECTION 905.1.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 4:12, A 4 1-STORY HIP BLOCK WALL (2) LAYER UNDERLAI'MENT SYSTEM D1 SCALE: 3i4'=r-a' 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 ASTMM D 6151 n W/ WINDOW OPENING n TYP. WALL SECTION `-' ,J NO OPENING 1—STORY GABLE BLOCK WALL SCALE: 3/4' = I' -O' F'tk�CopY I 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F N V3 U W 0 F 4 v h W �l F A CE ti SUBDIV. 8aLOT: CREEKSIDE PHASE 2 LOT #103 PROJECT+# 04321.201 103R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: LDETLEM 60 MPHJC ARCHrrECT-- STATE OF FLORIDA OCT 3 0 2019 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 10 14 19 SCALE: 1 /4"=1' - 0" SxEET D1 SECURE 2x6 MIN. TO BLK W/ (2),0<13' A -BOLTS 4' EMBEDMENT MIN. W/ 2'X2'X16 WASHER AND NUT SPACED EVENLY FROM FLOOR TO GARAGE DOOR HPt$ IN JOINTS PRIOR TO FILLITI1Cs�� ASECURE 2x4 ON—V FLAT TO BILK W/ CUT NAILS. SIDES: 2X6 GARAGE DOOR BUCK W/ (5) )J'X8' A -BOLTS 4' EMBEDMENT MIN. W/ 2'X2'X16 WASHER AND NUT SPACED EVENLY FROM FLOOR TO GARAGE DOOR HDR IN JOINTS PRIOR TO FILLING. 1-2X6 PT BLOCK s CENTER OF DOOR HEADER W/(l)VX8' J-BOLTS 4' EMBEDMENT W/ 2'X2'XYs' WASHER AND NUT. ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR 1 BUCK ATTACHMENT D BCALE: V!'•1'-m' 8' CMU iV DRYWALL 1'X4" OR I'X2' P.T. NAILER 1x4 P.T. OR %IX4' MIN. ❑ SECURE THRU FRAME 4 EXTEND 1-Y4' INTO BLOCK ❑ W/ %' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1-)4' WITHIN 8' OF EACH END 4 18' O.G. 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 AWINDOW TO BLOCK +3 4 OR +5 4 SCALE: N.T.S. 2X4: SECURE TO BLOCK W/ 3/f6' TAPCONS OR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN S' OF EACH END 4 18' O-G. MAX SPACING. 2X6:® SECURE TO BLOCK W/2-3/fb TAPCONS(MIN- SANK SIZE .145 MIN. HEAD 5IZP)3b0 MIN. EMBEDMENT 1 Y4') WITHIN 8' OF EACH END 4 8' CMU IS' O.C. MAX SPACING. DRYWALL 2X8: cm❑ 1'X4' OR 1'X2' P-T. NAILER SECURE TO BLOCK W/2- 3 /16' DOOR CASING TAPCONS (MIN- SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4') ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. IS' O.G. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED A') DOOR JAMB TO BLOCK +1-1/2" WINDOW B TO BLOCK +1-1 2" SCALE: N.T.S. 2X4= SECURE TO BLOCK W/ 3/f6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 15" O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2X6cm SECURED THROUGH SECURE TO BLOCK W/2-3/{6' NON-STRUCTURAL �f6' TAPCONS TAPCON MIN- I-Y4' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK. MIN. HEAD SIZE 300 8" CMU MIN. EMBEDMENT I Y4') Y2' DRYWALL WITHIN 8' OF EACH END 4 IS' O.G. MAX SPACING. I'X4' OR I"X2' P.T. NAILER 2X8:® ❑0 3 SECURE TO BLOCK W/2-3/{6' x6' O.S.B. X 4' MIN. TAPCONS (MIN. SHANK SIZE .145 POOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1,1449 ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +1-15 16' WINDOW TO BLOCK +1-15/ C C SCALE: N.T.S. 2X4:® 3� SECURE TO BLOCK W/ /16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. EMBEDMENT 1 Y4') WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.G. MAX SPACING- MUST BE ON OUTSIDE 4 2X6cm SECURED THROUGH3� SECURE TO BLOCK W/2-3/fb' NON-STRUCTURAL /16' TAPCONS TAPCON MIN- 144' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK. MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) 8' CMU WITHIN 8" OF EACH END 4 1i' DRYWALL W O.G. MAX SPACING. 2X8tm I'X4' OR I'X2' P.T. NAILER ❑ SECURE TO BLOCK W/2-w6' DOOR CASING TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4') ATTACH TO 2X PER WITHIN 8" OF EACH END 4 MANUFACTURES DETAILS. 18' O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +2 1/4" WINDOW TO BLOCK +2 1 4' D SCALE: N.t.S. 2X4= SECURE TO BLOCK W/ 3/f6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') NOTE: STRUCTURAL 2X WITHIN 8 OF EACH END 4 18' O.C. MAX SPACING- MUST BE ON OUTSIDE 4 2X6cm SECURED THROUGH SECURE TO BLOCK W/2_y .NON-STRUCTURAL 3/f6' TAPCONS TAPCON MIN. I -Y4' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOGIG MIN. HEAD SIZE 300 8' CMU MIN. EMBEDMENT 1 Y4')DRYWALL WITHIN 8' OF EACH END 4 IS' O.C. MAX SPACING. 1'X4' OR I'X2' P.T. NAILER ❑2X8 SECURE TO BLOCK W/2-Wib' TAPCONS DOOR CASING (MIN. SHANK SIZE -145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') DOOR JAMB OR WINDOW WITHIN S" OF EACH END 4 ATTACH TO 2X PER 18' O.G. MAX SPACING. MANUFACTURES DETAILS. NOTE: OWIM AS NOPET7 TO M-UM JAM (PO NOT EXCEEDV) DOOR JAMB TO BLOCK +T WINDOW TO BLOCK +T E SCALE: N.T.S. 2X4= SECURE TO BLOCK W/ W6' TAPCONS (MIN. SHANK SIZE .145 MIN- HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18" O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6:® SECURED THROUGH SECURE TO BLOCK W/2-3i(6 NON-STRUCTURAL 33� f6' TAPCONS(MIN. SHANK SIZE TAPCON MIN. 1-4" .145 EMBEDMENT INTO BLOCK. MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') CMU WITHIN 8' OF EACH END 4 µSI' 1, DRYWALL 18' O.G. MAX SPACING- 2X8:® ❑ I'X4' OR 1'X2" P.T. NAILER SECURE TO BLOCK W/2-V 2ND 2X SECURE TO TAPCONS(MIN. SHANK SIZE*ATTACH r"�5TRI-4CTURALMEMBER 145 /(2)12d WITHIN 8' OF EACH MIN. HEAD SIZE 300ND 4 6' TO 8' O.G. MAX MIN. EMBEDMENT 1 Y4')OOR CASING WITHIN 8" OF EACH END 4OOR JAMB OR WINDOW 18'O.C. MAX SPACING. TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED/4,) DOOR JAMB TO BLOCK +T WINDOW TO BLOCK +T F' SCALE: N.T.S. 2X4= SECURE TO BLOCK W/Y4' TAPCONS(MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE 4 18' O.G. MAX SPACING. SECURED THROUGH 2X6:® 3/ NON-STRUCTURAL /16" 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') 8 CMU 14° DRYWALL WITHIN 8' OF EACH END 4 15' O.G. MAX SPACING. OR PX2" P.T. NAILER 2X5cam El SECURE TO BLOCK W/1-1/4' 7f6' O.SB. X 4' MIN. TAPCONS (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 44 ATTACH t0 2X PER 18' O.G. MAX SPACING. MANUFACTURES DETAILS. NOTE. SWIM A8 NMPrP TO FUM JAM MO NOT EXCEEP 49 DOOR JAMB TO BLOCK +3-7/16' WINDOW TO BLOCK +3-7/16" G SCALE: N.T.S. 2X4:® SECURE TO BLOCK W414" TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 /4') WITHIN 8 OF EACH END 4 NOTE: STRUCTURAL 2X IS" O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2X6 SECURED THROUGH SECURE TO BLOCK W/I-I/4 , NON-STRUCTURAL 3/t," TAPCONS TAPCON MIN. 1-Y4' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK. MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') 8' CMU WITHIN 6' OF EACH END 4 V DRYWALL IS' O.C- MAX SPACING. ❑ 1'X4' OR 1'X2' P.T. NAILER 2X5cEm SECURE TO BLOCK W/1-1/4' ' P.T. X 4' MIN. TAPCONS DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN- EMBEDMENT 1 Y4') DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 TTAGH TO 2X PER 18" O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Ya') DOOR JAMB TO BLOCK +3 3/4" 1 WINDOW TO BLOCK +3 3 tl /4" it SCALE: N.T.S. Pkk� co A�S 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W y W U W F Em U W 4 F A ti SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #103 PROJECT 04321.201 103R1 MODEL 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS 60 MPH EXJPC ARCHITECT STATE OF FLORIDA OCT 3 0 2019 MICHAEL C. ANDERSON AR NO V305 PRINT DATE: 10 14 19 SCALE: 1/4"=1°-0" SHEET D2 NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PREFORMED CONTROL JOINT / \ PLA IC 3 COAT CEMENT FLANGE OF CONTROL JOINTS T BE WIRED TIED TO LATH s 9' \ WRB LAYER 02 FORTIFISER OjC. MAX (VERT.). NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ fie' LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION FASTENERS TO BE SPACED a T' O.G. MAX VERTICALLY BUILDING PAPER APPROVED METAL LATH FASTENED ®,' (VERT.) O.G. MAX AT SUPPORTS WRB LAYER 01, STUCCO WRAP WOOD SHEATHING OR V16' ZIP SHEATHING SYSTEM qNSTALLED PER MANUR Sli GAP MIN. LATH SHALL NOT +� 6 6 8, BE CONTINUOUS MIN-° - 11N. THROUGH CONTROL \ JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. PROVIDE 2X4 BLOCKING PER ASTM G1063 PLACED FLAT MAX. 6' TO S' 7.10.1.4 FROM CONTROL JOINT WHEN \ CONTROL JOINT FALLS ON NOTE: \ STRUCTURAL STUD I. FASTENERS FOR LATH TO BE NAILS 011 ` STAPLES IN COMPLIANCE W/ ASTM CI063 2. WIRE TIES TO BE (NO. IS) 0.0475' WIRE 3. BLOCKING SHOWN MAY BE IN ADDITIOhy TO WALL STUDS REQUIRED PER PLAN / O"M" TYPE CONTROL JOINT O1. FOLD INWARD • ri A ®I. FOLD INWARD • PT. A 2. CREASE • PT. D 3. CREASE • Pr. C ® ®FOLD NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES FELT UNDERLAYFIENT all1 I.E RDOFING� DRIP EDGE: OVERLAP 3'. EXTEND in, BELOW SPEATHNG, MECHANICALLY FASTEN 4' OG MAX / OI. FOLD IN ARD • PT. A 2. CREASE • FT. To. ® I. FOLD INWARD • FT A 2. CREASE • PT. C 3. CREASE • Pr. C 4. FOLD ?i C OVER Pr. B TILL Pr. C TOUCHES EIOTTCM FLANGE NAt aorTOM FLANGE WATER TIGHT SEAL. FOLD. DQ Mn CUT. /—J' THICK 3 COAT CEMENT PLASTER (FRAME), 1//' 2 COAT CEMENT PLASTER lChN) WRB LAYER 02, FORTIFIBER BUILDING PAPER (FRAME ONLY) WRB LAYER •I, STUCCO WRAP(FR4ME CNLY) LAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP Ull® Jf' ABOVE SHINGLES (FRAME ONLY) FRAME OR CMU EXTERIOR g i� �I SCIREE12 4SYS WALL FLASHING DETAIL) KICK -OUT FLABHNG (SEE FA8CIA WRAP f 7h h� NOTE: INSTALL FLA&-IMG AT 19 01 OF ROOF 4 WALL INTERSECTIONS NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6' • VERTICAL LAPS (ROLL ENDS) E 6' s HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED WITH FORTIBER SHEATHING TAPE NNN /I M'N. LAP ®METAL LATH \ 6' MIN PAPER LAP BELOU) ONLY WRB LAYER 02, FORTIRBER BUILDING PAPER 2 APER LAP SCALE: 1 1/2' = P -0' KIC KO UT Kii- DETAIL WATER TIGER 81 (BEND OR SOLDER DO NOT CUTJ LATH VERTICAL LAP TO BE P METAL LATH WRB LAYER 01, STUCCO WRAP 11 1' MIN LATH LAP, 4"OVER ALL LAP VERTICAL LATH & PAPER. DETAIL NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WOOD STUD: Ni SHEATHING - SIDE LAPS OF METAL OR 1/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUR S"i PLASTER BASES SHALL BE SECURED TO BUILDING — FRAMING MEMBERS. PAPER THEY SHALL BE TIED BETWEEN SUPPORTS WITH 00475-IN. (121-MM) STUCCO WIRE AT INTERVALS NOT MORE THAN 9' (229-MM). AS PER ASTM C1063 J' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 82, FORTIFfBER BUILDING PAPER WRB LAYER "I, STUCCO WRAP WOOD SHEATHING OR,/16' ZIP SHEATHING SYSTEM (INSTALLED PER M,ANLF. SPECSJ 6' MIN. LAP LAP m LATH _A- ® PAPER ,B.I. NOi FOR REPAIR OF TEAK HORIZONTAL LATH IN W1;0 MAY BELPATCHED ARs & PAPER DETAIL WMOUSE WRAP TAPE PER MANOR SPEC. OR PEEL 4 STICK 7/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) OR WOOD SHEATHING OR GMU WRB LATER 01, STUCCO WRAP (FRAME ONLY) 8" THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2" 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) / LAP WRB E TAPE OVER ROOF/WALL SCREED r2li "L 11 TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF GEMEN ROOF PER ELEVATIONS NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES (:5 " L" FLASHING ) N.T.S. 4'x4' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE 1' OR LESS PIPE PENETRATION CUT AND OVERLAP ONE SIDE OF / SELF -ADHERING MEMBRANE l FLASHING STEP 01 INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMING SECTION NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES N. N.T.S. 6'x6' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE CUT AND OVERLAP ONE SIDE OF SELF -ADHERING MEMBRANE STEP w2 FLASHING UIRS LAYER 01, / STUCCO WRAP WAS LAYER'2, FORTIFIi9ER BUILDING PAPER METAL LATH 6'xb' SELF -ADHERING MEMBRANE FLASHING OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE CONT. BEAD OF SEALANT INSTALL APPROVED HOUSEWRAP AIR j INFILTRATION BARRIER OVER SHEATHING ?' ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYP WALL SECTION) PER SECTION R703.7 Exterior lathing and plastering Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-12A. Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. NETRATION DETAIL (fRAt%1) 11, RENOWN DRAINAGE PLANE (LJR5 „u LANT�ER #1, STUCCO WRAP) LJR5 LANT'ER 1*2 C1=ORTIFI5ER - - - - - - 5UILDING PAPER) i *IETAL LATH x x x x STUCCO LJOOD SHEATHING OR �/1o' ZIP SHEATHING SYSTEM ( INSTALLED PER MANUR SPECS.) SELF-ADHESIVE FLASHING - - - NOTE- 1 ITAL LATH: LATH TO BE PER SECTION Ri03.11 / )4STt' I C-B47-0iii3, 1�IN- 2.5 L55. PER SG?. �T')4RD ( UT I L I T1' OR N01„I INAL LATH DOES NOT 1 IEET SPECIFICATIONS) 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 54 W 1314 0 U W 0 E ti U Q F UA SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #103 PROJECT# 04321.201 103R1 MODEL 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS (60 MPH EXP. C ARCHITECT: STATE OF FLORIDA OCT 3 0 2019 MICHAEL C. ANDERSON AR NO T7305 PRINT 10 14 19 DATE: SCALE: 1/4"=1'-0" SHEET NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES X r� ::X �j BACKER ROD 5 BACKER ROD — -� WR5 LAYER "I, STUCCO WRAP YER VEN'- INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO 5E: I. BOTTOM, 2. SIDES, 3. TOP VENT CAP 15 TO 5E SET IN 5ED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO 5E TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS- E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, ya' CAULKING B JOINT ALL AROUND PER SECTION R703.7 Exterior lathing and plastering Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-12A. Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. HOODED VENT THICK, 3 COAT CEMENT PLASTER METAL LATH WR5 LAYER 02, FORTIFIBER BUILDING PAPER WOOD SHEATHING ( FRAME) LEGEND DRAINAGE FLANE (WR5 LAl`ER #1, STUCCO WRAP) UJRB LATER #2 (FORTIFIBEIR — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO UJOOD SHEATHING --- -J OR -1/16" ZIP SHEATHING SYSTEM ( INSTALLED PER MANUF. SPECS.) SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER SECTION ASTM C-04-1-09, MIN. 2.5 LSS. PER SCE. WARD (UTILIT'T' OR NOMINAL LATH DOES NOT MEET SPEGIFICATIONS) ELEC. METEF VERIFY LO STUCCO FINISH 6° SELF ADHESIVE OVER TOP E SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT m TOP 4 SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH WALL 6" SELF ADHESIVE - FLASHING (INSTALL PER MANUF- SPECS.) BUILDING PAPER - UNDER 'QUICK FLASH' / NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES A VENT PENETRATION SCALE: N.T.S. MMLIM I vt= STUCCO SCRATCH COAT 1 COAT OF PAINT W/5ACK- ROLL PRIOR TO ELEC. METER INSTALLATION ELEC. METER FIELD VERIFY LOCATION \-APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO 5E FILLED WITH RIGID POLYMERIC ISOCYA,NOTE-POLYSLEND FOAM ("GREAT STUFF" OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC- WIRE PENETRATES T7 I PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COM50 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 PAC EDGE APPLY E-Z 5EAD— OVER rosy MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS 5TEf '*I 5T E F #3 y •O.O.O p o• .e o• •o O O• ,• ., O O. O• p STEP #5 O ELE I/16' ZIP SHEATHING SYSTEM INSTALLED PER MANUF. SPECS.) OR WOOD SHEATHING WR5 LAYER "I, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER METAL LATH WOOD 1/8, TEXTURED CONSTRUCTION F; —FINISH 0 WOOD 1 FASTEN TO WOOD STRUCTURAL MEMBER s l' O.G. MAX 8' CMU Ye' TO MID -WALL WEEP SCREED zW i 6' WIDE STRIP SELF - ADHESIVE FLASHING, GLEAN MA50NRY BEFORE APPLYING - TEXTURED FINISH a MASONR r, 7B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WR5 LAYER "I, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING, MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRSLAYER MI APPLY roo MIN - GRADE "D' FELT OVER SELF -ADHERING FLASHING OvER APROVED HOUSEWRAP RIC AL F i� STF I WR5 LAYER 01, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING WRB LAYER IT, FORTIFIBER BUILDING PAPER ST F #4 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH Sfi #(0 CEPTACLE 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 W 04 Pq ti F 0. U D) a F A SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #103 PROJECT# 04321.201 103R1 MODEL• 4EBB "1828-CALI" GARAGE SWING.: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHrrECT-- STATE OF FLORIDA MICHAKI6. �N MON AR NO T7305 00 PRINT 10 14 19 DATE: / / SCALE: 1/4"=1'-0" SHEET WA2 INK,"I„I DRAINAGzE RLANE (WRP LAVER 01, 57'UCCO WRAi=) WRB LAVER *12 CFORTIFIBER 5UILDING PA}=ER) METAL LATH STUGGO WOOD 5HEATHINC OR 1116' ZIP SHEATI41NG SYSTEM (INSTALLED PER MANUR SPECS.) SELF-ADHESIVE FLASHING - CORNER BEAD (1=ASTENER 4 SPACING a -l" O.CJ NOTE - IF ZIP SHEATI-NNG SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES CMU V THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 1,1 ]q�CORNER BEAD (�P BLOCK 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 W U W O 0. w 4 F A SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #103 PROJECT# 04321.201 103R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY LDETAILS 60 MPH EXP. C 00 ARCHfTECT-- OCT 3 0 2019 MICHAEL C. ANDERSON AR NO V305 PRINT 19 14 DATE: 10 / / SCALE: 1/4"=1'-0" SHEET WA3 ---- ----- ------ -- 2x6 SUB -BAND W/1"x4" NOTCH la END, WRAPPED IN PEEL 4 STICK DRIP EDGE 1/5" TEXTURED FINISH -8 WOOD 1/2" TEXTURED FINISH -a GMU !1 i� I� I� I � I � METAL FASCIA WRAP Ye" FROM STUCCO, 1" FROM WOOD WALL 1 EXTERIOR WALL (FRAME OR CMU) +� N, ----- - '� NOTE- NOTCH FOR 2X(o 1 METAL FASCIA WRAP 2X6 SUB BAND : f[",— T/8' TEXTURED FINISH a WOOD, 1/2' TEXTURED FINISH a CMU METAL LATH I.; LUOOD 5I-IEATI-IING OR CMU LURE LAYER 01, STUCCO LURAP (FRAME ONLY) =- I WRB LAYER "2, FORTIFISER BUILDING PAPER (FRAME ONLY) \\ I I ` ROOFING CEMENT SUB BAND ONLY ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) DRIP EDGE, 1" OFF WALL NOT INTO STUCCO) `\ I 11/8" TEXTURED FINISH 6 /WOOD, 1/2" TEXTURED FINISH e CMU / 2xro SUB -BAND W/1"x4" NOTCH Q END, WRAPPED IN PEEL E STICK METAL FASCIA WRAP 1' OFF WOOD WALL. SUB BAND 2" OFF WOOD WALL DRIP EDGE METAL KICK OUT NOTE: IF ZIP SHEATHING PLEASE SEE MA' PROCEDURES PRE-ENG'D TRUSS TO BE GUT Q WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4"x4'-m" SCABBED TO TRUSS W/126 NAILS 6"-S" O.G. MAX. 2x SUB -BAND 110Y2"x4" NOTCH 6 END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL 0) WALL SUB BAND DETAIL ® WALL W./KICK-OUT- FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/lk"x4" NOTCH a END, WRAPPED IN PEEL 4 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/>Y"x4" NOTCH w END, WRAPPED IN PEEL 8 STICK *ROOF CEMENT a ROOF I~DGE OMITTED FOR CLARITY 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F U W 0 U 4 F a z SUBDIV. 8e I.OT: CREEKSIDE PHASE 2 LOT #103 PROJECT# 04321.201 103R1 MODEL• 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 60 MPH EXP. C ARCHrrECT STATE OF FLORIDA OCT 3 0 2019 MICHAEL C. ANDERSON AR NO 17305 PRINT 10 14 19 DATE: / / SCALE: 1/4"=1'-0" SHEET W A of" 3 \ I n it I i 39 17'4„,_4„ 7-4" j'-4" 12'-4" -- - - 16'-0" FM 12X12 i0' 0" �- 10'-4" I I I N 4' CONC. ao N x SLAB w LL x N 2 CL cT IL-i L LL_kLI -3 1/2 I—FM-12X18 ' 1— — EXTEND II 1.1 SLAB 1 1/2" 4" PVC I - CHASECD ,=� 9 - 1 TE-1 1.1 4" CONC. N SLAB ° � 5 1/2 t3'-O" FP OFSLAB '_ 5 1.1 v 0o 3'-6" N O co LLI H o a N ILL I 2'.8" 1 -12X18 EXTEND 1 SLAB 11/2" OD FM-12X18 oo Ir 4" CONC.I x — cxv Id w SLAB c9 f l 10 a 3 1/2 3'4„ I� —J -7 1 /2 2 u- C) — — — 1.1 1 1 co FMC-12X1Rl F - co FM-12X18 n L 1'1 FM-12X18 --- — F- F--1 4 1.1 21'-4" 4'-4" 14'-0" 39_8„ FOUNDATION PLAN SCALE: 1/4" = 1'-0" I v ro io F- FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE+-0'-0'. 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +4-0", SEE SURVEY PLOT FOR NGVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.01NDICATED #5 BAR, EI NDICATES #6 BAR,■INDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90° HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF, TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) iN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALLCORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I.530-13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I.530-13/ASCE 5-13, USING: F'm 1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT(3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER s OF SLAB SUPPORTED 3-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB THICKNESS RENN'R , REMARKS I 6x6 W1.4xW1.46� R , GENERAL 3 1/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITYAS BARS IN FOUNDATION WITH 30' LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. IT.O.F. SHORT LONG TE-1 8" SEE PLAN 10" s -0"FM-12xl2 12" CONTINUOUS 12" (2) #5s-0" FM-12x18 12" CONTINUOUS 18" - (2) #5's (+)0'-0" FM-16xl8 16" CONTINUOUS 18" 2 #5'8 (+)0"-0" FMC-12x18 12" CONTINUOUS 18" 2 # s #SIN CURB VARIES F-24x24 1 24" 24" 12" s s (_)0 4„ 'FOR EXTENDED FOOTERS DETAIL REFER TO 12/S1.IA 551 S. APOLLO BLVD., SUITE 202 ELBOURNE, FLORIDA 3290 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SLTSDIV. 8e LOT: CREEKSIDE PHASE 2 VIN LOT #103 PROJECT# 04321, 201 103R1 ODEr. 4EBB 4. "1828-CALI" �C�ARAGE SWING: LEFT FOUNDATION PLAN it k 60 MPH EXP. C ARCHffECT STATE OF FLORIDA I _ _ y OCT 3 0 MICHAEL C. ANDER80N AR NO 17305 >�NT 10/14/19 SCAT :1/4"=1'-0" SI-£EET sl r„Er ru STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND d } SPACING REQUIREMENTS h m U co w _ z 8" CMU WALL O co o SEE SLAB SCHEDULE EXT. PORCH SLAB 4" CHAMFER (1-STORY) W/ 1/2" ISOLATION 6" CHAMFER (2-STORY) JOINT (WHERE APPLICABLE) z SEE SCHEDULE FOR WxD, BAR SIZE iv AND BAR QUANTITY 2" CAPPED it II z STEEL REINFORCING IN GROUTED a CELL SEE PLAN FOR SIZE AND > SPACING REQUIREMENTS I m U w CIDJ o w O B" CMU WALL cam) co.. BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" GALVANIZED PIPE W/FLANGE @ BASE 0 co SECURE FLANGE TO SLAB W/(4) 1/4" X 21/4" TAPCONS i BOLLARD SCALE: 3/4"=1'-0 LAP\2x6WOOD MIN.`OF 48" ANDCOMMON NAIL' O/C BTM. LAP VER STUD 2x4 OFARING — WALUDS SEE LE VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCKS PLANS FOR SPACING. ING E B . PLATE TO BTM. PLATE TO BE PT. LAB / d MASONRY NAIL PROVIDE DBL. TOP PLATE ^^ 1 TAGGERED. �D IONAL METAL NECTORS NOT QUIRED WHEN NO UPLIFT IS PRESENT. 0 O SEE SLAB SCHEDULE +_ " TOPTOP O SEE SCHEDULE OR WxD, BAR SIZE A D BAR QUANTITY Q INT IOR FOUNDATION W OD WALL v SCALE:3/4"=V-0" (NO LIFT) TOP OF OVA I -SEE SLAB SCHEDULE TOP OF GAI EXT. FOR SLAB 4" CHAMFER (1-STORY) W/ 1/2" ISOLATION 6" CHAMFER (2-STORY) JOINT (WHERE • SEE SCHEDULE APF�LICABLE) z FOR WxD, BAR SIZE AND BAR QUANTITY N 2 EXTERIOR MONO -FOOTING c�' GARAGE LU I o (an NEW REINF. BAR O a SECURED W/2-PART d Q I EPDXY. MIN. EMBED J Q 8", LINO Q p FOLLOW ALL MANF. SPECIFICATIONS FOR = an USE AND F- co 4" 4" PREPARATION OF w c� HOLE. J O co p QQ 4" CHAMFER (I -STORY) 6" CHAMFER (2 STORY) ADDING BAR TO MONOLITHIC FOUNDATION SGALE: 3/4"=V-0" STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS -_ z SEE SLAB SCHEDULE "ISOLATED" COLUMN PAD CENTERED UNDER WALL AND ,i POURED MONOLITHICALLY WITH -- FOUNDATION AND SLAB SEE SCH ULE FOR WxD, 8A IZE AND BAR QUAN TY ��? MBINED EXTERIO MONO- 1 OOTING AND COL. PA crei V . zie,,_1, tv„ 30" MIN. EACH WAY FOOTING 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 T � 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 TO 3, PROVIDE 2 BARS), LINO MONOLITHIC FOUNDATION CORNER BARS DETAIL / SCALE: 3/4"=,,_0" P TOP PLATE A MIN. OF 48" A NAIL W/ 16d COMMON NAIL -ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO CUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 W D BEARING PROVIDE BLO ING WALL W/ SYP No 2 STUDS SEEP S FOR PLATE TO SLAB W/ SPACING. SINGLE BT . LATE . 1/ "x EDGE ANCHOR W/2" TO BE PT. PROVIDE DBL. P PLATE R SET IN HIGH STRENGTH XY 5-1/2" EMBED. MIN. @ 16" OC USP SPTH4 OR SPTH6 BTM AX. AND TOP PLATE ANCHORS W/ 1Od x 1 1/2" COMMON NAILS FILL ALL HOLES, DO NOT USE O 1Odx3" w SEE SLAB SCHEDULE Q TOP OF SLAB SEE SCH LE FOR WxD, BAR E AMD BAR UANTI INTERIOR CURB FOUNDATION WOOD WA SCALE: 3/4"=1'-0" (W/ UPLIFT) POURED LINTEL CONT. (TYP.) 8" CMU FILLED CELL (TYP.) 2X WALL FRAMING 1/2" DIA. USP 725OSD BOLTS 5" MINIMUM EMBEDMENT INTO GROUTED CELL, 4" FROM ENDS AND 16" O.G. VERTICALLY MAX INTERIOR FRAME BRG WALL TO BLOCK WALL CONNECTION SCALE: 3/4"=V-0" RECESS AROUND GARAGE 4 DOOR OPENING SCALE: 3/4"=1'-0" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. LAP TO OCCUR OVER STUD 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE U) _w VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCKING SECURE BT. PLATE TO SLAB W/1 Od MASONRY NAIL 16" O/C STAGGERED. ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO UPLIFT IS PRESENT. FOR NRY SET EV: w SEE SLAB SCHEDULE TOPS C J a EQ. EQ. SEE SCHEDULE FOR WxD; BAR SIZE AND BAR QUANTITY 8 INTERIOR CURB FOUNDATION WOOD WALL SCALE: 3/4"=1'-0" (NO UPLIFT) 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA3290: PH: 321-802-3591 www. a bdesigngroup,com 111114 0003325 8t DIP" 8a 1 CREEKSIDE PHASE 2 LOT #103 a ROJECT# 04321.201 103R1 ODEL: 4EBB L "1828-CALI" 0ARAGE as II i LEFT PAGE: i ' f'AILS F I MPH E T )" kk ARCHITECY STATE OF FLORIDA OCT 3 0 2019 AICHAEL C. ANDERSON AR NO 17305 <'y 'RINT i DATE- 10/14/19 r SCALE: 1/4"=1'-G'Y a SHEET St. IA 36 -0 29'-0" 27'-0" n n 25-10" 19'-01, 17'-8" 14'-0" 10'-01, 3'-0" n 7 I71 cV 2'_4 19'-01, DOWEL PLAN_ SCALE: 1/4" = V-0" n U0 ❑ 50 bo r o N io N �T o co (O Lo co O n N (O tl7 in in 41 u J 3'-6" 10' 6" 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 321 PH: 321-8023591 www. a bdesigngroup.cor AA #: 0003325 W U W O F V W q F A T? svBDIP. & LOT �z' CREEKSIDE PHASE 2 LOT #103 PROJECT# 04321.201 103R1 oDEL: 4EBB "1828—CALI" GARAGE SWING. LEFT PAGE: DOWEL PLAN 160 MPH EXPO Ri (b ARCHITECTS STATE OF FLORIDA s a i a OCT 3 0 20V MIICNI E C. ANDERSON emu. R oh,IC 17305 4 RI 101419 T . TE: / / ®SCALE: 1/4"=1'-0„ �! SHEET TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM IF a I ,, VARIES PER ELEV. Z � CV It ¢ l m 00 o a M Z O M U HORIZONTAUVERTICAL REINFORCING SCALE: 3/4"=V-0" EXT. PORCH SLAB W/ 1/2 ISOLATION JOINT (WHERE APPLICABLE) 6" PVC CHASE— THRU FOOTING Z ¢a 0} a~ W ca U 00 J Z U) t M CLEAN OUT REQUIRED FOR INSPECTION 0'-0" FIN. FLR. TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 -301, #6 36" #7 42" STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 8" CMU WALL SEE SLAB SCHEDULE 4" CHAMFER (I -STORY) 6" CHAMFER (2 STORY) Z MATCH STEEL g REINFORCEMENT N PER SCHEDULE SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" PVC CHASE 4 THRU FOOTING SCALE: 3/4"=1'-0" VI I V 1 LLL REINFORCEMENT PER SCHEDULE NG #5 BARS a� blo o 1101, i I, CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY S' 5515. APOLLO BLVD., SUITE 202- MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 I�i ul UZI r x s; p go SUBDIY. 8e LOT: CREEKSIDE y PHASE 2 LOT #103 PROJECT# s 04321.201 103R1 MODEL: 4EBB "1828—CALI" �GWRAGE SWING. k LEFTPm PAGE: DETAILS A 160 MPH EXP. Q� ARCHMECT= STATE OF FLOPJDA w OCT 3 p 2019 MICHAEL C. ANDERSON AR NO 17305' 410 P=INT DATE: 10/14/19 a � SCALE: 1/4" =1 0" an 8HEET 1.2 FRAMING NOTES; 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 1 Od x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR USP LPTA W/ (10) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 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 U-0", FINISH FLOOR. UNLESS NOTED OTHERWISE - BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL/T.O.A. = TOP OF ARCH/ T.O.S =TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION f'c SIZE W'xH' REINFORCEMENT - .,,4 STIRRUPS REMARKS REMARKS �MIT:o P MID SIZE SPACING BB1 MASONRY 3000 8x8 - 1) #5 - NIA - GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES - SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL 8" PRECAST & PRESTRESSED LOADS FOR U-LINTELS 1', SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT .. ■ SAFE LOAD PLF SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH. 8U8 8F8-OB 8F12-0B. BF16.OB BF20-013 BF24-0B SF28-0B 8F32-05 TYPE LENGTH 8U8 8F8 RCMU TYPE LENGTH 8F8-7T BF12-1T BF16-1T BF20-7T eF24-1T BF28-1T ':BF32-1T SF81B BF12-18 BF1698 BFZ07B BF24-7B BF281B 8F3218 eFe-2T BF12-2T BF78-2T eF20.Zi BF24-2T dF28.2T 8F32-2T T-6" (42") PRECAST 2231 3069 3719 5183 8807 8054. 95D2 10957 3' 6" (42") PREC -) ST 1025 1024 1598 3' 6" (42") PRECAST 1569 2655 3524 4394 5263 6132 7001 9089 4605' 8113 7547 8974 10394 11809 1569 2655 3524 4394 5263 6132 7001 4-0" (46'°) PRECAST 1966--To( 2561 2751 MW 4890 5961 7034 8107 44' (48" PREC PRECAST 765 763 1309 4'-0" 48" PRECAST ) 1363 2305 3060 3815 4570 5325 6079 2693 05 6113 7547 8974 10394 11809 1363 2305 3060 3815 457D 5325 6079 4'-6" (54") PRECAST; 1599 1'969 2110 2931 3753 4576 5" 6224 4-6" (54") PRECAST 592 591 1073 4'-6' (54") PRECAST 1207 2040 2-107 3375 4043 4711 5379 - 2189 4375 6113 7547 �) 8672 10294 11809 1207 2040 2707 3375 4043 4711 5379 S4" 64" PRECAST ', ( ) 1217 1349 1438 19" 2560 3123 3686 4249 5'-4" 64" PRECAST ( ) 411 411 745 F-4" 64" PRECAST ( ) 1016 171411) 2276(4) 2838 3399 1 3961 4522 1883 3090 5385 - 7547 ae1 734211e1 87331ta� 10127(19) 1016 1715 2276 2838 3399 3961 4522 - 5'-10' (70" ' PRECAST 1062 1105 1173 1631 2090 2549 3009 3009Ds) 3470 5-10" TO- PRECAST ( ) $T $40 339 616 5'-10' (70") PRECAST sos 1587pa) 208Q13) 2593 (9) 3107 (") 3620(4) 41331, 7451 2822 4360 - 7188ps) 8038iio) 332BIz0) 929 1567 2080 2593 :3107 3620 4133 8'-8" (78") PRECAST 906 1238 2177 3480 3031 3707 4383 5061 6'-6' (789) PRECAST 507 721 490 6' 6" (78') PRECAST 835 tz) 1407,ze) 188 21 23291e 279011e) 3251114) 3712pz 1238 2177 3480 5381 6360 1039437) 8825(14) 835 1407 1868 2329 2790 3251 3712 7'-6" 90" •PRECAST (. ). 743 1011 1729 2632 2205 2698 3191 3685 7'-6' 90" ( ) PRECAST 424 534 363 T 6" (90") PRECAST 727 106s,) 1624(3,) 2025ae 2426ae) 28271z5) 32281za 1041 1728 2681 3B88 5681 84871a4) 64731ts7 727 1224 1624 2025 2426 2827 3228 9'-0". (112') PRECAST' 554.' • 699 1160 1625' 2564 3486 2818 3302 9'4" (112") PRECAST 326 1 512 230 9'-4" (11;2") PRECAST' 591 708 1136 b 1474(34) 1815 34 21571s4 2500(u 752 1245 1643 2564 3488 470513r) 6390.In) 591 882 1318 1843 1989 2294 2619 10' 6" (126") PRECAST 475 535 890 1247 2093 2777 2163 1 2536 10'-6" (126") PRECAST 284 401 180 10'-6" (126") PRECAST 530 575 ) 9161,s1 11881„ 146733 1738s3 2011 D3 643 1052 1533 2093 2781 3643am 4754145) 630 695 1180(e) 1472 (4) 1763(, 2055 2346 11'4" 136" PRECAST ( ) 362 582 945 1366 1846 2423. 3127 4006 11'4" (136") PRECAST 260 452 154 11'4" (138") PRECAST 474 504,23) 800,sz 1037 127413z) 1513,3z) 1753 582. 845 1368 1646 2423 3127 4006 4 94 607 1042f1o7 1372m) 1643.0) 1915161 2187 js 12'-0" (144") PRECAST 937 540 873 1254 1684 21. 93 2805 3552 12'-0" (144") PRECAST 244 402 137 12'-0" (144') PRECAST 470 e) 4581z3) 7241s1 938 13z) 1153(3z) t369(yz) 1585,3z 540 673 1254 1684 2193 2805 3552 470 550 940,10) 1302 is 15601u) 181811) 2075 p0 13'4" 160" PRECAST ( ) 296 471 755 1075 1428 1838 2316 2883 13'4" (160")-PRECA T 1 217 324 11D 13'4" (160") PRECAST 41811s) 386(zs) 6071,0) 785.,30) 964ao) 1143re1) 1323 ref 471 955 TOTS 1428 1838 2316 2883 428 -460 780 (9) 1159121 14181m) 165319) 1887nr 14'-0" (168"). PRECAST 279 424 706 1002 1326 1697 2127 2630 14'-0" (168" PRECAST ) ZO5 293 100 14'-0" 168" PRECAST () 384,1si 358,21, 560a9) 724 (0) 889(s0) 10541ao) 1220 re0 442 708 1002 1326 1897 2127 26 30 410 425 717 (9) 1083 iz1 13561z17 1582= 1807 z1 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 211 3341zi) 520,z9) 672(a 8251z9) 978 rem) 1131)30 458 783 1370 1902 2245 2517 2712 246 395 663 980 ao) 1303 ze 1518= 1734, 1514" (184') PRESTRESSED N.R. NR NR NR NR NR NR NR 15'4" 184" PRE$Tk ESSED ( ) N.R, 259 83 15'4" 184' PRESTRESSED ( ) 224 3131z9 486,m, 627 a3) 7691m) 911 p) 10541ze 412 710 1250 1733 2058 2320 2513 230. $66 616 (9) 908 re0) 1240(m) 1460(zr) 1866ae 1T4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR. 17'4" 208" PRESTRESSED ( ) N.R. 194 64 1T4" 208" PRESTRESSED ( ) 187 263 i9) 405 521z 638 zr 7561zr 873 it 30D 548 950 1326 1009 1849 2047 192 306 506 (e) 740119) 1005ar) 127113,) 1473o1 19'4" (232") PRESTRESSED N.R. NR NR NR NR NR NR NR. 191-411 (232'i PRESTRESSED N.R. 148 82 19'A" (232") PRESTRESSED 162 229 (17) 348 (M 447 a9 547 ae) 647 m 7471zs 235 420 750 1037 1282 1515 1716 166 263 429 a 623 (is) 841 (le) 1059(3o) 12271so 24'411 (256") PRESTRESSED N.R. NR NR NR NR NR NR NR 21'4" {2�") PRES ESSED N.R. 125 42 21'4" (256') PRESTRESSED 142 204 (,e) 307 a3) 393 a,) 480 au 568 a4) 655 re4 18D 340 598 845 1114 1359 1488. 142 232 373 0) 537 11 721 re5) 905 re9) 1048 z9 2Z-0" (264") PRESTRESSED N.R. NR NR NR NR NR. NR NR 22'-0" (264") PRESTRESSED N.R. 116 40 22'-0" (264") PRESTRESSED 137 1971t5) 295 rez) 379 i 482 re3) 546 rem 630113 165 315 650 784 1047 1285 1399 137. 223 358 r 513 (v) 888(z4) 883 5 999 ze 24'-0" (288") PRESTRESSED N.R. NR NR NR NR NR NR NR 24'-0" (288") PREST ESSED N.R.t9l $3 24'-0" (288") PRESTRESSED 124 179114) 267,z1) 342 an 416 (21) 492 ref) 567 Izz 129 250 450 654 684 1092 1222 124 202 319 pj 455 1t") 6061y1) 757 arl 876 ar (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR. (#) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 ARE,PERCENT FIELD ADDED REBAR. - ALL VALUES TAKEN FROM "SAFE LOAD TABLES" BY CASTCRETE MAY 2015 EDITION -ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE - 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 _8F16-iT/OM/OB 1 1 �♦♦ 1 Q 1 I M 1 ♦♦ I 1 GT �, 1 mo ♦ I ♦♦ mm 1 0 ♦ 0 1 1� Y �1 1 �._________._________��k� 1 � 1 r ; ____�____�_..�__� 2.1 8F16_iT/OM/OB ♦ 8F16-iT/OM/06 1 -- r - -- y11 -. 8F24 ♦♦ i ♦♦ 1T/OM/OB n 1 `♦♦ ♦♦♦ 1 ��� 1 ♦ ♦ ♦♦♦ 1 1 ♦ GT 1 ♦♦♦ 0 1 1 ♦♦ j 1 1 1 ♦ ♦ 1 � ♦♦ � of �1 1 ♦♦ 1 ♦♦ � co 1 1 ♦� ♦�1 1 1 1 ♦ ♦ , 1 1 Y 1 1 1- co 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 � 1 1 1 1 1 1 1 1 1 1 1 1 1 2 0l 1 ILL 1 1 2.1 i= 1 100 1 °1 1 I a0D i 1 1 1 I 1 1 1 1 UNO, PROVIDE BB1 WHERE 1 1 - L ROOF TRUSSES BEAR, TOP 1 1 OF WALL EL. 8'-8", UNO. 1 1 1 1 1 1 1 1 � 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8F8 1 1 1 1 T/OM/OB 1 1 1 1 1 1 GT 1 1 1 1 1 8F8-1 T/0M/013 1 8F28-1T/OM/OB 1 1 1 8F161T/OM/OB 1 1 � 1 . . . . . . . . . . . . . .will pmm"sa -ran7r sa San 5r, cs': LIFT BEAM PLAN SCALE: 1/4" = V-0" 551 S. APOLLOBLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 1 321-802-3591 www.abdesigngroup.com 'AA t 0003325 'BDIV. 8e LOT s; e CREEKSIDE E PHASE 2 LOT #103 k, iPROJECT# 04321.201 103R1 CDEL: 4EBB "1828-CALI" )5 ��C;ARAGE SWING: LEFT .PAGE: ), I.. ? LIFT BEAM PLAN AND k NOTES `60 MPH EXP. Cd/ ARCHf 'ECT- OCT 3 0 2019 MICHAEL C. ANDERSON AR NO V305 ,` DATE: 10/14/19 `.1 SCALE: 1/4"=1'-007 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 1 REINFORCING OF BOND BEAM SCALE: 3/4"=l' NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING. 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. PLACE STEEL HEIGHTE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING �O REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. P 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM p / 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. / b\� 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. Ca 8x8 BOND BEAM W/ (1) #5 BAR F = FILLED W/ GROUT (\X� U = UNFILLED GROUT SOLID FR NOMINAL LINTEL TO TOP O WIDTH L # OF #5'S, IN 2ND BOND BEAM BEAM COURSE 16-1T/1 M/0B LINTEL /(1) �5' Vie" MINAL�.� LINTEL W/ (1) #5 E � HEOIGHT LENGTH OF BAR # OF #5'S, TOP OPENING 2 BOND BEAM COURSE OR IT IS THIS ENGINEER'S INTENT # OF #5'S, BOTTOM 8x8 PRE CAST GC THAT XFXX - 1T/lM/0B INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STE AND XFXX - 1T/0M/CB INDICATES A SINGLE BOND BEAM TO PLAN FOR LO, WINDC PRE-CASTTSLOPE WINDOW SILL TYPICAL MASONRY WINDOW CII I t'%nKlCTQI If"%TInKI PRECAST HEADER(MIN) BOND BE" � �1 s BOND BEAM 1#5 TYP 8 x16'to- 7 BOND BEAM �� gg 1#5 7 �I 2x4 (MIN 2 X 3) 1-3/16 PCON OR DRIVE PIN (MIN S KSIZE.145 MIN HEAD SIZE . MIN IN 1 1/4") 8" FIR EACH END AND 18" O.C. MAX. 1-1/4" EMBEDMENT 2x6 (MIN 2 X 3) 2-3/16 TAP OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2x8 (MIN 2 X 3)2-3/16 TAPCON OR DRIVE PIN (MIN I SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDM 1/4") 8" FROM EACH END A 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2X4 SOLID BLOCKING SECURE TO SHEATHING W/ MIN. 2-12d PER BLK. EA. END 7/16" OSB SHEATHING CMU WALL ICHWAY FRAMING DETAIL SCALE: 3/4"=l'-0 SINGLE #S CORNER BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL —7 BOND. BEAM STEEL REINF. OF —� BOND. BEAM JVIDE #5 BAR EACH SIDE CHANGE IN 7 ELEVATION OF BOND BEAM sent �• 5515. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32901 PH: 1321-802-3591 www.a6designgroup.com AA #: 0003325 Ewa z: z,) U ti �fi V A. h CREEKSIDE " PHASE 2 I LOT #103' PROJECT# 04321.201/103R1 n MOaEr • 4EBB "1828-CALI"' a A IM iR_ WING: SAGE: I; DETAILS k ` 60 MPH EXP. C' ARCHrrECT STATE OF FLORIDA "T 3 0 2019 MIGiAEL. ANDERSON AR NO l�s 10 14 19 MATE: / / p� SCALE: 1/4"=1'—f ' .r 31-MET 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 W1(10) 1 Old x 1 '1/2" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W110d 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 MANUFACTURERS 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 (47'). 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 U-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 NOTc: SHOWN ON THIS PLAN iN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS:_ 4, AVOIDPLACING A TRUSS PERPENDICULAR TO A STEEL `COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. CONNECT OR SCHEDULE :: II CONI ROL DATE: 01-05-17 Minck USP ' 'SIMPSON M11 ek USP SIMPSON ULS. UPLIFI GHAVIIY ULS UPUEI GHAVIIY IAS1LNLR FAST LNLR 1I1A 16-18 1625. MLIA-16 1450 1985 (a)lOd'X 11/2"1-PLY,(7)16d 2-PLY, EMBED 4' (12)10d x 1112" 1-PLY, EMBED 4" (9)10dX11/2"I-PCY,(6) End2VLY EMBED4' (10) 10d x 1<1/3" 1 PLY EM8041' (2)IPEA 1618 2430 (2)MUA-16 1900 (10) 16d 2-PUC LMBLDW (14)I6d 24LY, EMBED 4- H1A 16 1870 HEIR 16 181E (/2,(8) 1Ed-PLY EMBED Ell 910d X 1121PLY (8) 16d 2 PLY EMBED 4" IA20 16]0 IILIA 2A 1BID 110) 10d x 11/2,(8) 16d 2-PLY EMBED 4" (9)10dx 11/21PLY, 8) led 2-0PLY, �. IZI IITA-20 243E - 121E ICTA.20 2 331 (12)10d x 11/2 , LPLY EMBED 4" (10)16d 2-PLY, LMBLD4 (10)10d x 11/2''1,PLY, ENVELOP" _ 2530 (12)16d2 PLY,LMBLU4' ' Z O LUGI-2 226E LGiZ 215E BLK (5)1/4x3 WedgeEBo(t+ Anchors, WOOD (16) 10d (]) 1/4 x21/4,' 111 LN, WOOD (16116d Q UHi A-20 243E OElAU2U 248E (161-10dx1112,1 PLY ALI ERNA] L USE CIE (2) 111420 ACCEPT ABLL (18) 10dxll/A,IP6YA.q LRNAILUSLOFI2)IILTA-20ACCLPIABLL MUG115+ 411E MGp.+ 3965- (1)5/8'A.Tft IN I I IS I I SIFT CNGTI EPDXY (MIN. 12-EMBED),( )TOd TO WOOD) (1)5/8'AT R I N H IG 14 STRENGTH IPDXY(MIN. 12" EMBED),(22) 10d TO WOOD IIU6T2+ 9790 IIGT 3+ 1098E MASONRY 2 34 A1R WOOD (8) 10d, MASU O ( :(2)3/4 AT AAA, SI RENG1H EPDXY MIN. 12"EMBED 16 IDdlU WOOD ( L 1 I IUGT3+ BUD IIGT3+ 10530 WOOD (8) 1Dd, MASONRY(]) 3/4 A1R l(2)3/4 Al R INfl HIGH SI BENGT H EPDXY, (MIN. 12' EMBED), (16) Hd1U WOOD LUG1.3 3525 LGI3 SUS25 3285 CONC (4) 3/W X 5" Wedge-Bolb Andwls, WOOD(121 WSZ5 (12)SU51/4x310 GIRDL R,(A)3/B X S' III EN I ID IO WALL LPTA 1510 PARALLEL IO WALL 1470 PERPENDICULAR TO WALL LTA2 1210 PARALLEL IO WALL 1210 PERPENDICULAR TO WALL (10)10d Is 11/2" : (10)106. 1-1/2' MUG115 4175 VGI 4940 (t)5/8' AT. R. IN I I IG I I STRCNGTI I EPDXY (MI N 12•EM16CD),(4)10d TOP/(6)Ind FACE/(12) IW BACK OF TRUSS: (1)5/9-A.T.R. I N I I IS I I STRCNGTI I C PDXY(MIN. 12" EMBED), (16) SDS 1/4"x3" I IUGT 7185 ° - (2)VGl 7195 (2)5/8'A.I.R. IN H IG H SI RENGI H EPDXY (MIN. 12 EMBED),( Lod (2)5/8'A1.R. IN HIGH SI BENGT H EPDXY (MIN. 12" EMBED),(32)SUSl/4"x3" NAM 12 1195 t Ml 'low (14)10d x 11/2", (14) 10d! ](14)SUd%11/2". HEW 16 1260 -. HIS-15 1150 (16)Tod %11/2%(16)IW (16)10d X 11/2", HIW20 1530 H1 S20 1450 (24)10d%11/2",(20)10d - - _ (24)iDdx 11/2 I IIW 24 1530 111 S-24 1450 (24)10d X 11/2", 120)10d (24)JOB X 11/2". LSTA 12++ 930. LS'rA-12++ 925 110)10d Iip)10d LSTA 18u 1234' LSCA-18 *+ 1235 114)10d 114130d MSIA-18+ 1310 MSIA.18tF. 1315 (141 led - 14110d MSIA-z4+' 1640 M51A24+ 1fi40 (18)Lod (18)10d N MSIA-30+ '. 2065 MRA-20« '2050 (22)10d - 122110d a Q MSTA-36- 2065 MSTA-36++ 205E 12E110dDo - 126110d N KST1236 3890 M61136 38M (36)I➢d X 11/2" (36)10tl %11/2 KISI248 Ol A6 514E 1210 MSN48 H6 SEES 950 (48)10d X 1112- (16)Ed x 11/2", (16) 8d) (48)10d X 11/2 (8) Bd TO PLATCSi 18) Bd TO STUDS. 7i24 103E SPA (6) 10d TO SFU DS(6110d TO PLATE 'I, (6)lOd X I I/2TO STUDS ; MP34 5251N HE C160% A34 SIS IN 1­1 Ed 16W. (4) Ed X11/2 10 BEAM, (4) 8d x 11/210 POST 1 (4)86X11/2' 10 BEAM, III Ed x 11/2"10 POST " HHCP2 16A 800 117E HCRI 645 (10) 10d x 11/2' 101 RUSS,(10) 10d% 11(2"10 PEAT ILATE 010d (12110d X 1112 L l MUCHFIT MUG115&PIIO4A 4175 y� I1004 4565 128E TO TRUSSS,,(10)SWS3 WOOD SCRLWSTO POST W/518 TIIRCAOCDROP H6)1Dd%11/2 (1fl)-$OS 1/4 x3'ITO WOOD (10)-505E/4"x21(2"W/TIBEADED ROD, (2) NU15/WA5I ICR/2 PLY MUCH S&PIIU4A 4175 VGl&IID]B 4940 (28)10d 101RUS5,110). W53 WOOD SCREWSIO POSI W/ 518' THREADED ROD (16)SU51/4x3'10 WOOD, (EH-3/4" STUD BOLIS W/ 1 HREADLD ROD, (2) NOT VWASHER/2PLY pgOgq 2535 r 6]]S AM 44Z 220E 6665 (1)5/8"A.IR IN HIGH SI BENGT H EPDXY, (MIN]EMBED) I CONC., 11211Ed10 WOOD '.(1)5/81AIX NiHIG HSI BLEW H EPDXY, (MIN.]" EMBED) IN CONC, (12116d 10 WOOD PAU66 238D 16005 AMW 230E 1200E (1)5/8"A:1 R IN IIIGII SI BENGT I I EPDXY (MIN)EMBED) IN CONC.,(12)16dlO WOOD (1)528A.IA IN'J 116H ST RLNG111 EPDXY, (MIN.]" LMBLD) IN CONIC.,(12)16d 10 WOOD •OS19 +++ I205 L1I39+++ 134E (1)3/A"ATR. (NIIIGNSTR[NGTIICPO%Y (M,(ry l'S-,;BED) IN CONC, gTIOd TO WOOD h)3/4 ATR I NII I IC I I STRENGTH EPDXY, (MIN.]" EMBED.) IN CONC,(8)10d TO WOOD LI520B+++ 1100 L11208+e+ 1500 (1)3/4 A.7R.HJH I IG T I STR INCH I EPDXY,(M IN S'I'MBED)I N CONC., (10)10d x 1-1/2 TO WOOD (1)1/2 ATR I N' III6 II STRENGTI I EPDXY, (MIN.]" LM BED.) I N CONC, (10) 10d TO WOOD O Z IITT45 416E IITT4 4235 1)S/8":ATN IN HIG H SI BENGT H E FOXY(MIN,] EMBED) I N CONIC., 16d X21/2 '(1)5/B A.1. R. I N H IG H SI RLNGI H EPDXY (MIN.]" EMBED,) IN CONC., 16d X 21/2" U Z Q . IITT45 UPHD11,E 5005 14395 HTT5 HHDQ11SM 2y 5090 11830 -.. (1)5/8"A:IR IN I I IG I 151 R LNG1 I I LPNXY(MI N.]' EMBED) I N (1)VA.T.R. I N I IIGT I STRCNGTI I EPDXY,(M I N. Iov. CMBED) IN CONIC,(26) 16d X 21/2 CONC., l241 WS3 WOOD SCRCW$ -. 1)5/BA.E.R. I N I I I G I I SI RLNG111 EPDXY (MIN.]'I EMBED,) IN MNC,(26) 18d X 21/2' 111 ATR INHIGHSTRCNGTH EPDXY, (MIN, 10"'EMBED.)INCONC,(24)SDSY,,"x2Y,'WOODSCRCWS PIIOSA 6525 HUJg "6645 : (1) SIT" A(B IN HIGH SI BENGT H EPDXY, (MIN ]' EMBED) IN C3NC(14) WS3 WOODSCREWS I)]/B'AB IN HIGH STRENGTH EPDXY, (MIN .]"EMBLU.)INGONG,(3)3/4"SIUUBOLISIOWWD TDXB ]8]0. (11]/S A,B IN HIGH SI BENGT H EPDXY,(MIN.] ENABLE) IN ONC(3)]/WSI UDBOL1S 10 WOOD - NFM35X12U" 2580 ' 7130 - MBIIA 3.56/11.25 M75 5330 (11/2'"1-BOLIWMIN6'LMBLD&NOT LESS IHAN4 FRO DYNA BOLT SLLEVL ANCHOR OR LU W/MIN 5"EMBLU INSTAL LDGLOFCOME W/3/4 UTAIlW NAMSLI/RBUIILAD EEd) IN FACE.(14DOd Al JOIST-EPDXY,(MIN (1)3/4 Ai R.IN'HIGH ABINGE H EPDXY, (MIN.6]5"ENT etUMENI)INGNLU.TOP, (1)3/4' AIR INHIGH SIREPAST H ' 6.]5"EMBEDMENI)INGM.0 FACE,C8)10d1OBEAN1 HUS41211- 306E 2710(10DA) HUSC412 (WOOD) 3635 2660(100%) (10) 16d TOIICAOER,(1D)14d TO WOOD - (10116d TOIICAOCR, (10) 16d TO W000 : 33251125YI 3265 (125%) IY �++ IIU41000MV7 - 195U SODU I IUC4TD (EMU) 1800 45W (1911/4' a- - WS3 SCRL WS, (10)10d 10 WOOD. USP (20)3/1G""IAPPLNt(30)10d TO WOOD (18)1/4x2-3/4..111 LN 9 PLR FLANGE) IUCMU, (10)flUd1U WOOD: Q IIU210-21F ICMO). 195E 500E I IUC210.2 ICMD) 180E 450p. (1811/4""x 3"' WS3 SCREWS, I10)1Ud 1O WOOD. 1 APPER+,1U Intl TO WOOD ( ) (18)1/4 x23/4"111LN(1 PER HANGE)IUCMq NU)IDdlfl\VUDO'. S: HU21E-31h (CMU) 195E 5000 IUC210-3 (EMU 180E 450E '"WS35CN6W5, ND)1UdiD WOpDUSP{Z0)3/lE"IAPPENry (ID)lO1OWODU (18)1/4x1 /4 111 EN J PER 10 CMll,(ID)1 Ud 10 WOOD: . LGUM26d 2125 EGGS LGUM26.2-SUS 1430 5595 14)3/8'X 4"Wedge -Bolt+ Anchors, WOOD 14)W6BWOODSC LWS (4)3/8 x 41I1 LN I ID ANCI IORS12 PER FLANGE)10 CMU,(4)1/4X 2-1/2SDSSCHLWSIOWOOD cn uT Q o CJ1A - n 1A ID3G 3.1 I I D2 I CJ1 Nil 11 --lu Ir-- —m ---m — �Ejr C?CJ5 CJ3 II II II II EJ7A 1A 1A 1A ED co A U C U rr_._ Al 7 - - tr-il-- ll�E--1�—�N 11 s CJ1 II II II II II _ CJ3 CJ5 II -II II GTII II/ry i I I 6 I — 3.1 A8 =A7 t=777177- 4=== PRE -FABRICATED ROOF TRUSSES @ 24" O.C. MAX. I I I I I I alR rJ A1A IJ TI= - --_ EJ2 E — 71, 8 FRAMING PLAN SCALE: 1/4" = V-0" MIRTAr. 1A 4, �0 0040 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA3290' PH: 321-8023591 www. a b d e s i g n grou p, co m AA #: 0003325 1a127 onhN TIL Y Ike 14 0 W Iu W r4 P o 0. Ir F A �? � As "i L=LL I11(, rJ yy BlUBDIV. 8t L °:'iA CREEKSIDE PHASE 2 Eu LOT #103 le PROJECT# 04321.201/103R1 J MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT FRAMING' PLAN ux PA L I60 MPH EXP. C ARCHITECT- STATE OF FLORIDA P OCT 0 0 2019 ICHAEL C. ANDERSON AR NO 17305 r Ali"' h PRRIl1" 10/14/19 SCAT E: 1/4"=V-0" SHEET S 3 PLYWOOD SHEATHING, SEE "ROO F/WA W FLOOR SHEATHING FASTENER SCHEDULE g� A-(1)USP HTA16 TRUSS ANCHOR WITH (9) ' 10d x 1 1/2" TO TRUSS FL#17680 B-(2) USP HTA16 TRUSS ANCHOR WITH (9) p 10d x 1 1/2" TO TRUSS EA STRAP. FL#17680 DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) 1x2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3) 16d GALV. COMMON NAILS. ENGINEERED WOOD 1x2 SECURED W/ 10d TRUSSES @ 24" O/C, GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 12" O/C FOR REVIEW AND APPROVAL MASONRY BOND BEAM 1 SEE SCHEDULE A ALLOWABLE UPLIFT = U:1870 LBS, L:710LBS (1 STRAP) B ALLOWABLE UPLIFT - U:2430 LBS, L:1310LBS (2 STRAPS) al TYPICAL TRUSS/ 1a 1b GIRDER CONNECTOR(S) SQA sh au X t 7 ENGI EERED WOOD TRUSSES — PLYWOOD SHEATHING, SEE Co) 24" O/C, SUBMIT SHOP "ROOF/WALUFLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" (2) USP HTA16 TRUSS ANCHOR WITH O 10d x 1 1/2" NAILS TO TRUSS EA. PROVIDE 4" MINIMUM NOTE: FOR (A) W/ SINGLE CONC ETE EMBEDMENT. DBL PLY, A PT SYP #2 2"X6"X4'-0" STRA , 1 EACH SIDE WRAPS UP MAY BE ADDED W/ 10d AND OVER TRUSS (NOT NAILS, 2 ROWS, 3" O/C TO SHOW A) FACILITATE 2-PLY USED N CONJUNCTION WITH CONNECTOR. HEAV� UPLIFT CONNECTOR FL#17 80 (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, 2x 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" O/C SEE SCHEDULE A ALLOWABLE UPLIFT = U:3980 LBS, L:1785 LBS (2PLY) B ALLOWABLE UPLIFT''= U:9000 LBS, L:1310 LBS (4 WEDGE BOLTS IN RFUS) I�2aX2b GIR ERLCONONECTOR(S) # 1175 UPLIFT USP HTWM20 W/1010dTO 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/10 10d TO TRUSS AND (4) 1/4" x 2 1/4" TAPCONS TO CONT CONTINUOUS BOND BEAM POURED LINTEL TAP CONS MIN.2" COVER 2"APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR q SCALE: 3/4"=V-0" 6'4' MAX (W/1 X4) OR 10'-0" MAX (W/2X4) V i 2 (2) 2X4 No.2 SYP DIAG. — BRACE W/ (3) 12d @ EA. TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'4" TO 30'-0" (1) "X"BRACE 30'-1"TO 60'-0 (3) "X" BRACE (1) "X" BRACE @ CENTER (2) "X" BRACE DIVIDED EQUALLY FROM CENTER TO END. 2x WOOD FASCIA, SEE ARCHITECTURAL 1x4 DIAGONAL PRE-ENG GABLE TRUSS BTM. CHORD BRACING, SEE STIFFBACK (AS PER PLAN FOR LOCATION TRUSS ENG) MAY NOT BE REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES SEE SCHEDULE- FOR BOND BEAM REQ. 1x4 BTM. CHORD BRACING 6-0" O/C `—END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 1U-0" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTIONTYP. BTM. CHORD BRACING NOT USED n 5 4 NOT USED k K NOTCH DEPTH 1/4*D in HOLE EDGE >5/8 t` T HOLE DIAMETER <2/5*D SGL. STUD OUTER 1/3OF SPAN ONLYrf f -- HOLE EDGE >5,/8" \ BTM. --HOLE DIAMETER PLATE <3/5'D DBL. STUD STUD NOTCHING p AND BORING LIMITS 9 NOT USED 10 NOT USED 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'-0" O.C. (AT SHEATHING SEAMS) SECURE 2x8 PT. PLATE TO BILK W/ 1/2" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX -CONT. 2x4 SECURED W/ (2) 10d's @ EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM -TO THE FOLLOWING ffla 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE 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 AUSP 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 Ft AND F2 FORCES, ALTERNATE MATERIALS 0 �0 551 S. APOLLO BLVD., SUITE 202 NELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA. #: 0003325 SX7313DIN . ".. T CREEKSIDE PHASE 2 LOT #103 PROJECT* 04321.201/103R1 MODEL 4EBB "1828—CALI" GARAGE S WXNG- I: LEFT` PAGE: 6) f DETAILS 60 MPH EXP.' rn ARCHrrECT. STATE OF FLORIDA OCT 3 p 2019 MICHAEL C. ANDERSON I AR NO 17305 ��" ���s�IPTT 10 14 19 DATE: / / i,, SCALE: 1/4"=1'-0" SHEET S3e1A PRE-ENG GABLE TRUSS— 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) 2X4 DIAGONAL BTM. CHORD - BRACING. SEE PLAN FOR LOCATION SECURE 2x6 PT. PLATE TO BLK W/ 1/2 DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE 'W/ 12d's 8"O.C. MAX CONC. POURED LINTEL COURSE PRE-ENG'D WOOD TRUSS (TYP) Ca 24" O.C. MAX I/® FOR STRAPPING VERIFY W/ TRUSS PLAN CONT. 2x4 SECURED, W/ (2) 10d's 9 EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS Ida CMU WALL SCALE: 3/4"=V-0" 'j 551 S. APOLLO BLVD., ,SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-802-3591 www.abdesigngroup.com AR #: 0003325 1 w14 VJ �i U s s W O ppi au U w g v rA d {{� i 05 ¢ >; G »a, v'\ 1Y I9IV.LOT: CREEKSIDE PHASE 2 LOT #103 PROJECT# 04321. 201 /103RI MODEL.• 4EBB "1828-CALI" I LEFT GA;; DETAILS -li'160 MPH EXP, ARCHTECT. �a STATE OF FLONDA rT ? n 2019 ANDERSON A 0 i7-10,15�MT' 10 14 19 DATE: / / CAJLE: 1 /4"— f — O" smEEET S 3. 1 E �1 2x4 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3) 12d @ EA. 4'-0" O.C. (AT SHEATHING SEAMS) TRUSS (DIAL. BRACE TO COVER 5 TRUSSES)' 0' 0" TO 30'-0" (1) "X" BRACE - 30' l" TO 60'-0 (3) "X" BRACE PRE-ENG GABLE TRUSS (1) X' BRACE @'CENTER, (2) X' BRACE DIVIDED EQUALLY STIFFBAC2x AT ALL SUB -BAND FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH UPRIGHTTSS (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE _ "ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 1x2, 2x WOOD FASGIA CONNECTION PER TRUSS MFG. SEE ARCHITECTURAL 2x SECURED W/ (3) 16d -ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES @ 24" O/C, lx2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN 12" O/C AND APPROVAL SECURED W/ (2) 12d's @ 'MASONRY BOND' BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS 1 W% SCALE: 3/4"=1'-0" HI'P RETURN .qInF VIEW VTT SPACING (1) AT EA PRE-ENGINEER�� VALLEY TRUSS C SCALE: N.T.S. ONNECTION 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH 321-802-3591 www.-ibdesigngroup.com AA #: 0003,"25 �d w sz � f u F�cy ' 4 F qTl omme 9iJBDIV & I.OT: CREEKSIDE PHASE 2 LOT #103 BOJECT# 04321.201 103R1 MODEL• 4EBB "1828-CALI" GARAGE SWINO� LEFT : _DETAILS 1 �C MPH EXP. C ARCHfTECT= I STATE OF FLORD C �En2019 - Mc_ C. ANDERSON AR NO 17305 'PRINT If AT: 10/14/19 SHEET An S 3 o CABLE ENr, 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 BONE DISTANCE BASIC WIND SPEED: 160 MPH WIND EXPOSORE: "C" RISK CATAGdRY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT +- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF. USE MIN 7116" Q.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" O.C. AT SUPPORTED PANEL EDGES AND-8d RING SHANK GUN NAILS AT 6" O.C. 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. 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 RINGS SCREW SHANK PER I PER INCH) 8d SCREW SHANK 2 1/2" 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 TOP CORD BLOCKING AT 4' 2. INTERNATIONAL STAPE, NAIL & TOOL O.C. MAX. IN FIRST 2 FRAMING ASSOCIATION (ISANTA) ESR-1539 SPACES AT EACH END. RAFTER OR TRUSS ROOF SHEATHING EXTERIOR SHEATHING USE 1/2" CDX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C_ AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. V J Z LU Z w (3 Y @ QV UO C) Z F a 00 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES J / z j Z o :D W 0 Il Z Z 2 U cn O J a z @ -0 . °D Y Z i z. m ZLU � o C7 LU Y =U d ('j 7 z co m J_ Z Y Z ¢w LIJ O w ~�0 n< O 00 Uj in w z a BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING C8d RING SHANK GUN NAILS 6" O.C. IN FIELD TYP, EXT. SHEATHING ATTACHMENT FOR ROOF SHEAT ING (O.S.B. TO BE STRUCTURAL GRADE) C8d RING SHANK GUN NAILS @ 12" O.C. IN FIELD or 8d x 2 1/2" SCREW SHANK PNEUMATIC SCREW -NAILS @ 12" 0.6+(N FIELD J\ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED I U ALL EXPUSLU IVIEMBEHS GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL UHAwINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017, 6th EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS, DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf 20 pat TOP CHORD -non-concurrent 10 psf BTM CHORD -non-concurrent DEAD LOAD DEAD LOAD 15 pet TOP CHORD 20 psf TOP CHORD (7 pat w/ ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) 10 psf BTM CHORD 5 psf BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: 10psf BALCONY LIVE LOAD 60 psf STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED =160 MPH 3- SECOND GUST (ASCE 7 10 (FBC R2017) EXPOSURE C, RISK CATEGORY II) LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 1Opsf, UNINHABITABLE ATTIC WITH LIMITED STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) AND DECKS: 40pst, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER VEHICLE GARAGES: 50psf, ROOMj§ OTHER THAN SLEEPING ROOM:40psf, SLEEPING ROOMS: 30psf, STAIRS: 40psf SHOP DRAWING REVIEifll: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ®NLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALI_ INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE DF 2,000 psf, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH. ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED A HIE 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 BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5" H- PRIOR TO THE ADDITION OF PLASTICIZER. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C-94 OR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY 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. T FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER'. 1-117FOR #5 AND SMALLER T FOR #6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4" FOR SLABS, WALLS AND JOISTS 1-112" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE 3/4". PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4". PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. FORM -WORK: FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, "RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. EXCLUSIONS FROM THESE PLANS: WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL. DEPENDING ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2" CHAIRS SPACED TLO" OC, EACH WAY. REINFORCING STEEL: REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" #5 BAR - 30" #7 BAR - 42" PROVIDE 36" x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ENGINE€R- MASONRY: MASONRY CONSTRUCTION AND MATERIAL§ SHALL CONFORM WITH ALL REQUIREMENTS OF THE "SPECIFICATION MASONRY STRUCTURES" ACI 530/ ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND SPECIFICATI NS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE MASONRY STANDARD§ JOINT COMMITTEE. ALL BLOCK WALLS SHALL BE TWO -CELL H®LLOW CONCRETE MASONRY REGULAR SIZE BLOCK MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm = 1500 PSI. BLOCK SHALL BE PLACED USING RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING, LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36, Fy = 36 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 COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT, BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL, J-BOLTS ARE TO BE STEEL. WOOD: NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL WOOD BEAM FOR O S BEARING WALLS , SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. FID = 1100 PSI AND A MODULUS OF ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT CONTAINS MORE THAN 1/2" OF HEARTWOOD. MINIMUM NAILING PER FBCR 2017, 6th EDITION. SEE NAILING SCHEDULE ON PLANS. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT. WOODEN TOP PLATES. WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA, SEE NOTED FOR SHOP DRAWINGS, CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "TPIM/TCA BCSI V COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA LICENSED PROFESSIONAL ENGINEER. THE HURRICANE STRAPS SPECIFIED ON THE WALL §ECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PR�Ib CATED ON THE TRUSS AND GIRDER REACTIONS PROVIDED BY THE TRUSS ENGINEER. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE OF THE DELEGATED TRUSS ENGINEER. WIND L IEfi VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "USP STRUCTURAL CONNECTORS" BY USP, OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. , FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION SIZE TYPE SPACING REMARKS APPLICATION SIZE TYPE SPACING REMARKS ix2 PT FURRING CASE HARDENED COIL 8" OIC GARAGE DOOR BUCK 1/4" DIA. TAPCON MASONRY MASONRY i CONC.C. NAIL 1 tl2" LONG. TO MASONRYICONC. NO WASHER : FASTENER 81,01C 1 1/2'EMBED., 0" END DIST., — - - 1 EDGE DIST. L. EXT. DOORS CASE HARDENED COIL 8" O/C WINDOW/DOOR/ FASTENED GARAGE DOOR BUCK 1/2' DIA. WI --- ---- --- 1x PT, SEE NOTE6 NAIL 1 1/2" LONG. STAGGERED INTO MASONRY/CONC. TO MASONRYICONC. WASHER EXPANSION BOLT 24" O/� 4" EMBED., 4" END DIST., - 3" EDGE DIST. wINDO WINDOW BUCK CASEHARDENED s"o.-c CONTACT THIS ENGINEER 1x PT, SEE NOTE 11/2' ONO. NAIL11/8"LONG. STAGGERED MASORY/CTENE0 INTO MASONRY/GONG. ASONRTRAPTo MASONRY/GONG F�+OR SPACING REQUIREMENTS EXT. SWING DOOR (213/16"DIA. "TAPCONT 18' OrC 1 1/2' EMBED, 8" END. NON -BEARING WOOD L2"' ExPgNSION BUCK 2. PT, SEE NOTE 6 NO WASHER FASTNER DIST„ 1 V2' EDGE DIST. WALL TO CONO SLAB W/ WASHER BOO 24 M 4^ EMBED. 4' END DIST., S"EDGE DIST. 2x PT WINDOW BUCK 6.138`PAP x 2118" 8" O,c V END. DIST.. 1 112' 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 WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1 x MEMBERS 2x MEMBERS ARE SECURED W/ TAPCONS OR PAP TO THE SUBSTRATE. ARE NAILED AND C 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 DA W D3 U 03 O F ti Ct43 W 4 F A64 ti SVBDIV. & LOT: CREEKSIDE PHASE 2 LOT #103 PROJECT# 04321.201 103R1 MODEIx 4EBB "1828—CALI" GARA03M SWING: LEFT PAGE: DETAILS 60 MPH EXT. C ARCHITECT: STATE OF FLORIDA OCT 3 P 2019 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 10 14 19 SCALE: 1/4"=V-0" 8HEET sNI