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HomeMy WebLinkAboutBuilding PlansIF A, STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR DR HORTON HOMES 1430 CULVER DRIVE NE PALM BAY, FL 32907 TEL: (321) 733-7092 FAX: (321) 733-7972 STATE OF FLORIDA PROFESSIONAL ARCHITECT: MICHAEL C. ANDERSON AR No. 17305 A.B. DESIGN GROUP, LLC 2194 HWY AIA, SUITE 301 INDIAN HARBOUR BEACH, FL 32937 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 1'�JILDER 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 6§ ONSTRUCTION BASED ON THE DRAWING SET. Reviewed 101 Code Compliance - UniverS 11 Englseenng 1430 CULVER [DRIVE NE, PALM BAY, FL 32907 Tel: (321) 733-7092 Fax: (321) 733-7972 DESIGN CRITERIA: - FiARIDA BUILDING CODE, RESIDENTIAL, 7TH EDITION (2020) -ALL LOCAL AND STATE CODES -OCCUPANCY — RESIDENTIAL, GROUP R3 CONSTRUCTION TYPE — VB -MIN. INTERIOR FINISH — CLASS B -BASIC WIND SPEED — Vult=160 MPH Vasd=124 MPH -EXPOSURE — C -1—STORY RESIDENCE - -2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL AND STATE CODES . CALC.'S LIVING 1612 5Q. FT. GARAGE 432 SQ. FT. ENTRY 38 SQ. FT. LANAI 96 5Q. FT. TOTAL 2238 SQ, FT. A/C VOLUME 14381.E CU. FT. ABBREVIATIONS ABV. ABOVE I -AV. LAVATORY A/C AIR CONDITIONING LUM, LUMINOUS ADJ. ADJUSTABLE VI (I. MEDICINECABINET ACC AT- IIRNA I'I MFR. MANUFACTURER AMP. AMPERAGE MIN. MINTMIJM BD. BOARD M.T. METAL THRESHOLD Cl, CENTER LING MTD. MOUNTED CAB. CABINET .VITT_ METAL. CLG. CEILING N.T.S_ NOT TO SCALE CLR. CLEAR U.C. ON CENTER CONC. CONCRFTE PI, PROPERTY LINE C'11'I. CARPET P_B. PUSHBUTTON C.'F. CI'RAMIC 'FILE PH. PHONE D. DRYLIZ PIT, PT.ATE DBT. DOUBLE PLYWD. PT.YWOOD D.G. DUAL GL.AZLD PR. PAIR DTA, DIAMETER P.T. PR ESSURF. TREATED DLA1_ DIMENSION R. RISER DISP. DISPOSAL BAD, RADIUS DP, DEEP R.A.G. RL I URNAIR GRILL DR. DOOR REF. REFRIGERATOR D.S. DOWNSPOUT RM. ROOM DTI_ DETAIL. R.O. ROT IGH OPENING D.W. DISHWASHER SC. SOLID CORE TNT DR EA. EACH S.D. SMOKE DETECTOR FLEV, ELEVATION S.H. SINGLE P. HUNG CQ. EQUAL. SHT, SHEET FXH_ EXHAUST SHT'HG. - SHEATHING EXT. EXTERIOR SHWR. SHOWER P.G./FX. FIXED GLASS SLM, SIMILAR IX; FUEL GAS SL. SLIDING FIN. FINISH SI_ GT_ SLIDING GLASS FLR. FLOOR STD. STANDARD FLUOR. FLTJORESCRNT SWS SHEAR WALL. FR. DR. FRENCH DOOR SECTION PTO. FOOTING TEMP, TEMPERED GLASS GA, GAUGE. THK THICK GAR. DISP. GARBAGE DISPOSAL TAC. TOP OP CURB G.R.I. GROUND-PALM-T CIRCUIT T.O.Y. TOP OF PLATE INTEIZRUPTEIZ T.O.S. TOP OF SLAB GL. GLASS TYP. TYPICAL GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED H.B. HOST: BIB OTHERWISE H.C. HOT.LOW CORE V_P. VAPOR PROOF HDR. HEADER W. W ASHLER HGT. OR HE HEIGHT W/ WITH INSUI-_ INSULATION WD. WOOD INT, INTERIOR WDW, WINDOW W/H WATER HEATER W.1. WROUGHT IRON REVISIONS DATE DESCRIPTION 01/0848 51D SET ISSUED 01/15/18 2011 F5C UPDATE 01129n8 51D SET RE -ISSUED 0411848 FOOTING REVISION PER M. 5OLUES 02/22/19 PLAN (MAINTENANCE 03/2849 REVISED LINTEL SIZE AT FRONT ENTRY DOOR 04/24/19 ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL EATSON 04/24/19 REVISED HVAG VOLUMES ON SQFT CALC SCHEDULE 06/21/19 ADDED LED LIGHTS s KITCHEN t BATHROOMS PER MARK 5OWES 01/01/20 REPLACE LISP CONNECTORS WITH SIMP50N CONNECTORS 01/01/21 2020 F5C UPDATE 03/12/21 ADDED SOFFIT DETAILS INDEX OF DRAWINGS ARCHITECTURAL SHEET PG CI —COVER SHEET PG GN— GENERAL NOTES PG Al —FLOOR PLAN PG A2D—ELEVATION "D" PG El —ELECTRICAL PLAN PG P1—PLUMBING PLAN PG D1—DETAILS PG D2-DETAILS PG WAl—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—NOT USED PG WA6—WALL ASSEMBLY DETAILS STRUCTURAL SHEET PG S1—FOUNDATION PLAN PG S1.1A—DETAILS PG S1.2—DOWEL PLAN PG S1.2A—DETAILS PG S2—LIFT BEAM PLAN AND NOTES PG S2.1A—DETAILS PG S2.2A—SAFE LOAD TABLES PG S3—FRAMING PLAN PG S3.1A—DETAILS PG S3.1B—DETAILS PG S3.1C—DETAILS PG SN1—DETAILS DESCRIPTION-1 DESCRIPTION 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 N �i a '*7 i �MI I$ ' q.. 3U3B3OIV. 8a LOT: CREEKSIDE PHASE 2 LOT #22 ?''ROJECT# 04321.200 022R1 MODEL: AEAB "1672-ARIA" tL'.1:RAGE SWING: RIGHT "JAGE: COVER SHEET 160 MPH EXP. C ARCHITECT- STATE OF FLORID,__ -MAR 2 b' 2021 MICHAEL C. ANDERSON AR NO T7305 .DATE: �T : 03 17 21 SCAT :1/4"=V-0" L : HEET CI ul w woos U0 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 7th EDITION, (2020) . ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER HEREIN: FBCR 7TH EDITION (2020) 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 HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE GIEBRIS BY FINISH GRADES, PLANTING AND IRRIGATION. C. SOUTHERN PINE INSPECTION BUREAU: THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE I: STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 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: p, 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 DIMENSIONS PRIpR 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 I. ENGINEERED WOOD CONSTRUCTION GUIDE DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5 ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8 LAYERS 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 AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 E1. 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 DRAWINGS 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) 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 STRUCTURE DURING 8 EXCAVATIONS TO BE A MINIMUM OF 3- 0", BEYOND NEW FOOTING LINE. CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED, 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, REQUIREMENTS. 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 1/2" AMAFLEX. B. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGESWITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 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. 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 DETAILED. COUNTY BUILDING AND ZONING CODES. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. GARAGE'S AND CARPORTS 7. Re SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. ar mp'ia�for °de 1. GARAGE DOOR it SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. universal Engineeringce sciences DRAWING. 9 THE PLUMBER I T DIVERT ALL VENT T REAR ELEVATION WHEN POSSIBLE U S O S O S A ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 12. 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM N0, 26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE, 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN''/z-INCH GYPSUM BOARD OR EQUIVALENT. 10, DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P26012. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION EXTERIOR WALL COVERINGS LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301,2(2) AS MODIFIED BY FBCR BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE "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 AGRICULTURE AND CONSUMER SERVICES." 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK; OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-Cl063-19a & ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703.7.1 ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS "L" FLASHING HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION DETAILS VENT PENETRATION DETAILS WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS CASING BEAD DETAILS DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-Cl063 -19a AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 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. 11 ■ 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 �11■1 f AR~:HfTECT- 3TATEE OF FLORIDA I MAR 2 4 2021 MICHAEL C. ANDERSON AR NO 17305 hRIN'T ATE• 03 17 21 ;D/ s. CA _.E: 1/4"=1'-0 8iiEET T CONTROL DATE: 12/10/20 (RM) FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION FBC R302.,W THROUGH FBC R302.9.4 FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH SECTION FBC R302.10.1 THROUGH FBC R302.10-5 12'-011 I: 4" 01 S 91 l ll 13'-4' 3'-10" (2) 3052-SH 3 ❑ (2) 3052-SH ❑2 G as `� UJ-------------`r -- [ H O LJ CL Ci e I LANAI co I 8'-8' CLG. co I I DINING ROOM BDRM.#1 \2 I I 8' 8' CLG.8'-8' CLG. , g 61 2 1 (2) 3052-SHN. s o771 !n 3'-8" 3'-10" 6'-611 (P ,rb LJ C N ry C. —� GREAT ROOM - � W.I.C. I e � I - f� ' I I • d) A Q IK J^n C. 1R-1SH B KITCHEN _ �, ON V-8' CLG I,--- -� 1 d �. WC 8 m AI 41_41 3'-0" 3'-9" if 3'-0"i 3'-10" 3 -0 I_61 2!-811 2X8 1CRGH Q �7 _ Iz N J v d ' rn u1 Icy j I ,n 1 1 I 1— r 3-5H - BDRM.#3 m A e V-e' CLG. �A�� BATH #1 8'-R3' GLCx. Al -° I� 0 `r III I 11 36'x60' QV. Ill `0 SHWR. PAN r 3-Sµ � --y W/ENCL _ IR-is► F `� LAUN. I I V-8' CLG. O r ?2 XJ�4r1 ' n f BATH#2 �� I �L) in8'-8 CLG ry B TTa- N� �lv Al I ATTIC I L _ ACCJ=S� J 2'-0' AV. I r OND m ® II _� BOLLARD UJIllAS REQ. 0 IR-ISH z I C. `r PER BLDG. � ------ N V. I — CODE FOYER GARAGE 8'-8' CLG. r 3068 W/ 1 36'X12" TRANS. U BDRM.#2 M.T. = 8'-8' CLG. HB 5" ENTRY (2) 3052-814 r 8'-8' CLG. EGFez SS❑ 16 -0Ix�-O'O.H.D. n n n --------- , 1-.---ILL'J --------- 8 6' 0' 4'-4" Oil 16 0', 2 -8' I_OI S'-4" 191 41I 3SI.81 -- WALLS EXTERIOR MASONRY WALL BRCS. HEIGHTS 8'-8' 511 1777777777,777771 10' 0' BRG. 10'/ 8 E° z �A...., ? AER,$E iti�3f �Z 0 3'OO I i_t 1 = I ---v w 1 ° 1 10"<0�45* f GABLE ROOFS Rust i f i w I......... HP RDOFS 'f 0° < 0 t; 306 FIGURE N WI,2(i} COMPONENT CLADDING PRESSURE ZONES FLOOR PLAN SQ.FT. CALC. S LIVING GARAGE ENTRY LANAI 1612 432 38 96 50. FT. SQ. FT. SQ. FT. SQ. FT. TOTAL 2230 SQ. FT. A/C VOLUME 14301.6 GU. FT. rt COM OMW AND CUIDDNQ WILD LOADS BASK WIND EXPOSURE FOR S SECOND MISTS OPENINGS SQUARE ZONE 160 MPH WIND MO REMAMS AND TYPE FOOTAGE MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING 18 5 33/-43 DR. MIN. CRITERIA Sa.D. MIN. 41 5 31/-39 CRITERIA 16010 O.H.D. 112 5 282/-31B 12' l2' SOFFIT I 5 313/-49.9 BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = f 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 13'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CONTROL DATE OV01/21 SCALE: 1/4' z 1'-0' NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER 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 3/5' (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. - EGRESS NOTE: DO NOT SHUTTER FRONT DOOR, FRONT ENTRY DOOR TO BE EGRESS POINT WHEN THE HOME IS SHUTTERED. - REFER TO BUCKING DETAILS FOR BUCKING AND RO NOTES. -CEILING R VALUE TO BE R-30 INSULATION ABOVE CONDITIONED SPACE. -FOR CONSISTENCY, THE VOLUME CALCULATIONS ON PLANS ARE PROVIDED BY THE 1-IVAC CONTRACTOR AND ARE OF THEIR CLOSEST ALLOWABLE SOFTWARE TOLERANCES. -OPENING INFORMATION BELOW 1S DIRECTLY FROM THE PLAN SET. U-VALUE_AND SHCG ARE INFORMATION PROVIDED BY THE MANUFACTURER AS LISTED IN THE RESPECTIVE PRODUCT SPECIFICATIONS NOTE: SOFFIT INSTALLATION IS TO BE PER MANUFACTURER'S SPECIFICATIONS THAT ARE TO BE PROVIDED BY THE BUILDER WITH PRODUCT APPROVAL AND NOA SUBMITTALS. Reviewed for Code Compliance Universal Engineering 91 Sciences ARCH DTL. B SCALE: 1/2 = 1'-0' 1'-4 DBL. TOP PLATE 2194 H WY AJ A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 W y v w 0 u �aEll A W SVSDIV. 8a LOT: CREEKSIDE PHASE 2 LOT #22 1*ROJECT# 04321,200 022R1 MODEL: 4EAB "1672- ARIA" GARAGE SWINC7r: RIGHT ]PAGE: FLOOR PLAN I �i C "a, 160 MPH EXP. C ARCHfTECT STATE OF FLORIDA ' /* MAR 2 4 2021 MICHAEL C. ANDERSON m AR NO 17305 ( I RM R DETAIL_ A: 1/2'=1'-0' DATE: 03/17/22I SCALE: 1/4 SHEET Al BLDG. HGT SHINGLE EQ. EQ. FYPON LV12X24 OR EQUIVALENT 12 -- - 61 _ A —� sD 4 ( 6' RAISED WAI BAND (tYP.) ; 8'-8" BRG. HGT I'-0" FYPON 5GTI1X11 OR EQUIVALENT 4B a _ 4 RAISED BAND (TYP.) r 0 -m" FIN. FLR., FIR10®NT ELE"V-1,ALTION SCALE: 1/4 = 1'-0" -~-vu f TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS FE -BCR 103A OFF RIDGE VENT I�6 OPT. COACH LIGHT ,gy0'-0" FIN. FLR. OFF RIDGE VENT V-8" BRrs. HGT.y -- ---- ----- ------ -- I 4B I A TYP. d 0'-0" FIN. FLIR.__ I I------------------ R E 1 1ID h L E ♦ 1 1 T I O 1 V SCALE: 1/4 = 1'-0' TEXTURED FINISH - Reviewed for Code Compliance 8'-8" BRG. HGT. 2'_4: 'd r" ------------- - ----- --- - - --- gym'-®" FIN. FLR. LEFT ELEVATION SCALE: 114 = 1'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT 12 6 8'-8" BRG. NGT�_ 8'-8" BRCS. HGT. -8" 0'-0" F-IN. FLR.r, — 4B A rYP II - — - — - — - — - — - — - — - — - I I m'-0" FIN: FLR. — - — - — - — - — - — - — - — - — - — - — - — - — - - — - - I"IIN. 4" GRADE RIGHT ELEVATION SCALE: 1/4 = I'-0' TEXTURED FINISH 8'-8" BRG. HGT. I Y :-011 o0'-0" FIN. FLR. I Universal Engineering Sciences I r+ I\ I'-4' / LOUVER DETAIL SCALE: I/2 = I'-0° MODEL 1672-ARIA AREA OF ATTIC = 2318 SO, FT. NET FREE VENTILATION AREA REQUIRED 1/ 300 REQUIRED VENTI LATION AREA = 2318 /300 = 7.73 SO, FT. 7.73 = 1112.64 SO, IN. MIN. REQUIRED VENTILATION IN = .4X 1112.64 UPPER PORTION OF ATTIC = 445.056 SO, IN. (BALANCETO BE PROVIDED IN SOFFITVENTS) OFF RIDGE VENTILATION AREA _ 138 SO, IN. PER VENT(netfree area) TOTALfJOFVENTSREQUIRED _ 3.23 TOTAL#OFVENTSPROVIDED = 4 SOFFIT VENTILATION AREA 7 SQ.IN. PER LINEAR FT (netfree area) LINEAR FEET OF SOFFIT REQUIREC 63.58 E U w q: . a ELEVATION '"D" ARCHf ECT STATE OF FLORIDA I I; i L, r! k' MAR 2 4 2021 MICHAEL C. ANDERSON f" AR NO 17305 PEtI1JT DATE: 03 17 21 >'! SCALE: 1/4"=1' 0" E3iiEET ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 125V OUTLET 20 AMP SINGLE POLE 110V OUTLET 110V OUTLET 1/2 OF OUTLET WIRED T0 SWITCH GFI 110V OUTLET EQUIPED WKaPAULI INTERUPTER (TAMPER PERER RESISTANT TYPE) 220V OUTLET (4) WIRE CONNECTION WPP1 EXTWATERPROOF FAIJL T G OUTLET INTERRUPTERROUND SWITCH SWITCH 3-WAY OPER !t4 SWITCH 4-WAY OPER WALL MOUNTED LIGHT CEILING LIGHT © LED CLG LIGHT ©Vl' LED VAPOR PROOF LIGHT O V10 VAPOR PROOF LIGHT ORECESSED CAN eVENT. FAN I ORM PER SQ FT. VENT. FAN W/LIGHT I I PER SQ. FT. VANITY LIGHT FIXTURE (SPEC'S TBD BY BUILDER) ® 4' FLUORESCENT LIGH14TTAROUND 2-5UL5 WRAP (RECESSED) ® 411FLUORESCENT LIGHT 2-5UL5 WRAP 'AROUND (SURFACE MINT.) T FLUORE8GENT 4' FLUORESCENT 4' TRACK LIGHT 0 PANEL man METER OSMOKE S.D. DETECTOR ��" BACK-UP wr HARDWIRE WALL MOUNTED BATT. BACK-UP 6D. SMOKE DETECTOR w/ HARDWIRE BATT. SACK -UP W/ ® S/CO CARBON MONOXIDE SMOKE DETECTOR COMBO HARE INTER -CONNECTED SHALL BE A DISTANCE OF NOT LESS THEN 4' FROM WALL - PENDANT LIGHT NATURAL GAS OUTLET TELEPHONE JACK WH WATER HEATER IGNITION SOURCE TO BE ELEVATED DISCONNECT MIN In AIR CONDITIONING TO BE 210V UND. 'A/ DISCONNECT AHU ON 8H S TSWEET TELEVISION JACK CEILING BOX REQUIRE OJ-BOX TO BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION CEILING BOX RE TED IN TO BE SUPPORTED CEILING FANLIGHT ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION A• 24'INCANDESCENT LIGHT STRIP nno 36' INCANDESCENT LIGHT STRIP 000000nn 0 48'INCANpESGENi LIGHT STRIP FLOOD LIGHT OPT. SECURITY KEYPAD P.B. PUSH-BUTTON FOR CHIMES i USB PORT • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO BE VERIFIED a HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBOR 1TH EDITION (2020) 4 NEC 210.12 2011 EDITION, • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI a ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 OEM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION M15013 FBCR 1TH EDITION (2020). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR 1TH ED (2020). • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 1TH ED (2020). • ALL LAMPS SHALL BE SELEGtED BY BUILDER AND 15% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER rl ENERGY CONSERVATION (RESIDENTIAL. ENEIIII EFFICIENCY) 2020, 1th EDITION R404.1 CEILING F'RE-WIRED MTD. LIGHT CLG FAN TO BE INSTALLED, FDROVIDE J-BOX FOR - \ 011 FAN LANAI CsFI �I n n • I' � 61-41' IV I pp�� BDRM.#1#1 DINIOM s/�o PRE -WIRED / CLG FAN 711 �'' , _ `\ S.D.00D WIRE W/ L' . OUTLET FOR OUTLET GFI / \ Q UTURE MICRO. FOR DW P-WIRED CaFI L 1 L 9 �FI li CLG FAN N. SWITCH IN '% 1 / I CABINET 1 r W.I.C. GREAT ROOM \ KITCHEN I \ r If i 1 LI lJ ' \ I I II I 111 �3W1 II_.. BDRM. 3 - _N \ - \ u .. V Ll I \a i IL / z Gil 0 A/C GFI PRE -WILD \1 ?�f ( LAUN. (L.11 L ' vIF CLG FAN , \ O� b fi d 5� r' n� BATH #1 � run u II � I I � GFI GFI P.B. FOR✓ 1 44'AFF. AFC. WH IL 113 / I GARAGE IIBATH 2 I DOOR �\ - 1 — I BOLLARD WALL MOUNTED AS REQ. 'ON1D LIGHT W/SWITCH IN PER BLDG. I lwl ATTIC GORE I FOYER KEYLESS FIXTURE METER GFI to / SD- CLG. z FIELD BDRM. 2 / OUTLET CL I VEROY \ L 1C- It OHD IRRIGATION P.B. FOR 1 I \ \ OUTLET O CHIMES 1 \\ 48' AFF. ENTRY GARAGE GFI - - PRE -WIRED 1 CLG FAN LUP I GFI IF FT \\ COACH - — — — — LIGHT ELECTRICAL PLAN SCALE: 1/4" = 11-0' WP Panel MAIN -A PANEL: 8116 wp crt. breaker VOLTAGE: 120 l 240 V - 1 Ph MAIN: 150 Amp M.C.B FEEDER'. 3 #1 Cu THVVN & 1- #6 Cu (G) in 1 1/2" C_ OR 3- #210 AL THVVN & 1- #6 Cu(G) in 1 12" C. Wire Pole Bkr Descri tion Wet. Circuit Circuit Watts Description Bkr Pofe Wire #12 20- #12 " 20 R a] IPJTp PANEL -A PANEL: 42 art. breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 150 Amp M.L.O. FEEDER: 3- #1 Cu THNM & 1- #6 Cu (G) in 1 12" C. OR 3- #2fO AL THVVN & 1- #6 Cu (G) in 1 12" C. Wire Pole Bkr Descriptcm Watts Circuit Clrcult Watts Description BMr Pola Wire 412 20 S ro.l .: II'66e -= 1 _EO Range 50 2 96 912 1 20 Vil (Hood OFF -- 4 #12 r 20 eral APPllalce 6 4-00 Water Heater 25 2 910 # 12 20 Rehr erator - - E #12 1 X Jni cetacle. AFO = �1 1 12Us Disposal SIR 20 1 912 #12. -1 20 aG=. Reu des A h = 1 1 MINI Dishwasher GFI 20 1 912 #12 1 20 Rwert Hell; hardl AFZI = 3 74 CO Dryer GP 30 2 .. 0 #14 1 15 Great Room, Lana &&Elrir_LuiGF =1 5 16 spsee 7 19 15111 Washer GFI 20 1 #14 1 15 SD9QOAFCI -_0 I 19 1r' Gal Door Opener GFI Gal/ EAerior Te& Receptacles AFC( 20 20 1 1 V2 912 #12 1 1 20 8eo#2&#31Path -C,AL[] _0- 21 - 1-13' - sow 23 .1 Bed Al AFG 15 1 #1 e __ 2 Bar, el AFCI OPa arGara,e a Fl ._20 1I _.. 912. SPaoce 29 -' 1=: ntrols onoropener space 31 32 _ _ Space Space 33 34 Space Spg,e. 35 36 Space Space 37 M S ce iN 2 35 AlC AHLL7 Heater 5!2`IA at el% 6120 39 Space 41 - Sac. _ Load subect t demand farm, c alc erawlsi Ire 1_4n] —_ Load SUbject to demand Fa=ror calculations/line mlantl actor C ahon5: ABBREVIATIONS AFC: ARC FAULT CIF�iii r INTERdRUPITR NC NTIUCONCIDEIFFLITAD GFI -ROU lL FAULT IIIFERRI PTER Total load sub'ectto demand factor 2 an Frst1000ly are at 100% ir".i00 Remalnin wattsat40% 1?2'ui Total AIC load �00 10%for future qr.s,11F LOAD CALCULATION IS BASED ON AIC NON -COINCIDENT LOAD Total Conneo[ed Load Watts 33':=0 Total Am a watts l2Re volts 13IS Lighting & Receptacle Load _General Taal N S e yam 1672 - - - Genet lLaaRe-..W t So R Hi Hat, 1 at 65VV/Lig ht at 100% 65 Total Cere-a rCls a Rae Watts 5081 Ckts# atts+dc Total watts General Lis 2 kec Panel A 8 835 5081 II I I � m LED LIGHTING DOUBLE LAV. BATH 01 150 AMA' ELECTRICAL RISER • 3 Reviewed fa C;oc c-"MI, Lance universal E1l. • :Sciences I -3 1 -3- \I I I I L I LED LIGHTING @ SINGLE LAV. NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS Or THE FBCR'ITH EDITION (2020). LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THHN/THUN UNLESS NOTED OTHERWISE. POWER C0MPA TRANSFORMER GRAPE PROVIDE 150 AMP, 120/240 VOLT, 1 PHASE SECONDAI ELECTRICAL SERVICE. PROVIDE 3 01 COPPER (CU) IN 1-1/2" DIA SCHEDULE SO PVC CONDUIT OR PROVIDE 3 02/0 ALUMINUM (AL) IN 2" PIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE 18 PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. BATH 42 PROVIDE 34/0 CU, THWN + 1% CU IN 2' CONDUIT OR 3 04/0 AL, THUN + 1% CU IN 2' CONDUIT OR 2/0 AL. S.E.R (CONDUIT TO TERMINATE ABOVE SOFFIT a OVERHANG.) COMBINATION SERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VOLT M ELECTRIC METER IN I MLOSE NEMA 3R ENCLOSURE PANEL 150A!!P MOB TELEPHONE SERVILE CABLE TELEVISION ENTRANCE SERVICE ENTRANCE EQUIPMENT EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 1 04 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBI 1TH EDITION (2020). 5/8" PIA X 8 FT LONG COPPER CLAD GROUND ROD I 2194 HWY A1A, SUITE 301 IVDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 r� ti Cs q 4 SUHDIV. & LOT: CREEKSIDE PHASE 2 LOT #22 ROJECTI 04321.200 022R1 MODEL: 4EAB "1672- ARIA" GARAGE SWINI RIGHT PAGE: ELECTRICAL PLAN 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA MAR 2 Ill, 2021 #ICHAEL C. ANDERSON AR NO 17305 . a AAA a DATE: 03 17 21 I SCALE:1/4"=1'-0" :SHEET EI Is PLUMBING PLAN SCALE: 1/4 = I'-0' KITCHEN SINK W/ 1-1/2' VTR AUTO VENT GI_' SH R I V v Ay LAV 2' 2' ILAV I W.M. 3" 211 CIO 31 A.A.V. LAV MAIN ��r CO we (LEFT) 2- TUB 2' TO MAIN (RIGHT ALTERNATE) PLUMBING RISER Reviewed to' Code Compliance Em Universal Enq{neenn9 Sciences f ■ �Fy en w U v 1 j a i SM p5 SVBDIV. & 7LO,T) CREEKSIDE PHASE 2 LOT #22 PROJECT# 04321.200 022R1 �? MODEL : 4EAB "1672- ARIA" 1 GARAGE SWING _ RIGHT PAGE: �1 PLUMBING 1 PLAN j K� '1 160 MPH EXP. C ,'_' 8 _ A - Or FLONDA rl ,A MAR 2 4 20fl w AICHAEL C. ANDERSON AR NO V305 PRINT 03 17 21 DATE- % SCALE: 1 /4"— f — 0" SHEET p1 R-VALUE SCHEDULE FLOOR SLA5 ON GRADE R-0 EXTERIOR WALLS CMU - INT INSUL R-4.1 FRAMED WE) - ADJACENT R-13 FRAMED UV - EXTERIOR R-13 CEILING UNDER ATTIC R-30 FAM 1111111. "?AGE: ° MECHANICAL PLAN 60 MPH EXP. C DINING ROOM 12X12 10x6l 120 CFM 1 12XI2 1BReviewed for Code Compliance 'Universal Engineering Sciences BDRM #1 12X8 6' W.I. C. 14 I GREAT ROOM IOx6' 120 CrM r 4' ----- 8X4 - 15 GX6 11 BDRM.#3 5' 10X6 6� l5 GFM — BATH #1 4X ii 8X4 I2X��8 45 CFM - #*Ass TI-IRu. MASCI -- I� LOUVER" - BATH & PLANTATION F- - - 6 4' 180-04 2 8 1 8X4, MAX AIR L 45 CFM 10X6 584.15 CFM �5 CFM PASS THRIJI FOYER IOXII -i5 CrMT BDRM.#fj- n ENTRY e 2X4 TOP PLATE FLR ilk .AN 1/2' CLG. BOARD 1/2' DRYWALL SECURE BT. PLATE TO SLAB W/ 106 MASONRY NAIL + 32' O.G. MAX I 0 -0. FIN. FLR. PRE-FAB TRUSS 2x4 WOOD STUDS ®24 O.G. SLAB NOTE: STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16 " O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24" O.G. TYP. INT. WALL (NON- B RG. SCALE: 3/4' =1' -0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 205.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE FASCIA PERT�-O- 2xTYPf . ELEVATIONS o.H. VENTED SOFFIT 1/2' THICK, 2 COAT PORTLANDy' CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0" FIN. FLRINV iJiiil 3 5/8' OR 5 3/8' 1/2' DRYWALL TOP CHANNEL (25 GA.)1/2' 3 5/8" OR 5 3/8' DRYWALL METAL STUDS 24' O.G. 20 GA METAL TO BE INSTALLED IN WALLS 3 5/8' OR RECEIVING UPPER/ 5 3/8, LOWER CABINETS BOTTOM AND TUB/SHOWER 25 CHANNEL GA. METAL TO BE (25 GA.) INSTALLED IN ALL SECURED OTHER WALLS. STUDS TO CONC TO BE SPACED 16' FLOOR W/ O.G. At 2ND'FLOOR 3/4' PAF 4 WALLS ADJACENT TO TO WOOD STAIR WELLS AND FLOOR W/ BATHROOM WALLS W/ 1/4' WOOD TILE FINISH SCREW WOOD BASEBOARD_ 1—STORY `—FINISH FLOOR TYP. INT. WALL METAL STUDS 1A (NON -BRIG.) D� SCALE: 1/2'=1'-0' DIA. SLEEVE, O NOT CUT EBAR IPE� BOND BEAM SOLID GROUT W/ C D- "5 (2) COURSE CAULK AND SEAL GAS LINE DO NOT CUT I k PVC SLEEVE FOR GAS LINE THE BOND a, CMU BEAM '— Ire' GYP. REBARS 2A PIPE THROUGH BOND BEAM D1 SCALE: 3/4"=1'-0" FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905-1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER 5/8' GYPSUM BOARD FASTENER SCHEDULE OR 1/2' HIGH STRENGTH CLG. BOARD REFERENCE PER ELEVATION r STRUCTURAL -_ SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PRE-ENG TRUSS REFERENCE STRUCTURAL T„ PER ELEVATION MTL. DRIP EDGE i - 2x FASCIA PER ELEVATIONS R-4.1 INSULATION VENTED SOFFIT WINDOW ATTACHMENT —�\j- AS PER MANUFACTUI S SP SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS 6 24' O.G. 1/2' THICK, 2 COAT PORTLAND 8' CMU CEMENT PLASTER APPLIED 1/2' GYP. WL. BD. DIRECTLY TO MASONRY �— WOOD BASE 0'-0' FIN. FLR ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 ITH EDITION, SECTION R301.1.3 AND 1609.5.1. rA W WINDOW OPENING TYP. WALL SECTION `y � NO OPENING NOTE: METHOD TO BE USED FOR THE 1-STORY HIP BLOCK WALL INSTALLATION OF ROOF SCALE: 3/4'=r-0' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 -ITH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D22(o TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT. FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR S05.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI PRE-ENG. GABLE TRUSS WEEP SCREED 2x P-T- SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COATS' PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0" FIN. FLR / l - . — 0'-0' FIN. FLR 8' CMu Y ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE -t-16 IN ACCORDANCE WITH FBCR 2020 NTH EDITION, SECTION R301.1.3 AND 1609.5.1. n W/ WINDOW OPENING n TYP. WALL SECTION `-' L NO OPENING 9 'I A; O.� 2B GAS LINE THRU BLOCK D1 WALE.ln.r-o ,-2X4 SPF 24' O.G. MAX.—�, SECURE W/ (2) 12d NAILS EA. END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS -STIFFBACK AT ALL UPRIGHT PER STRUCTURAL DETAILS -PRE-ENG WD. TRUSS PER ELEVATION CONT. 2x RAT RUN SECURED STRUCTURAL DETAILS SEE ENERGY CODE FORMS F, INSULATION R-VALUES PER ELEVATION 'rPSUM BOARD OR 1/2' TRENGTH CLG. BOARD IF!' THICK, 2 COAT - PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY GALV. STEEL TRACK BRACKETS FASTENED TO WOOD JAMB PER PRODUCT GALV. STEEL APPROVAL REQ. VERTICAL TRACK I' MIN. BY MAUF. SLIDE FASTENED TO ROOM TRACK BRACKETS W/ PRODUCT APPROVAL REO. e' CMU SEE STRUCTURAL FOR REINFORCEMENT 2xb P.T. WP ATTACHED TO FILL CELL AS PER PRODUCT APPROVAL REO. SEALANT 4 BACKER ROD WEATHER STRIP MOULDING ALL AROUND (BY DOOR MANUF.) OVERHEAD DOOR BY OTHERS GARAGE DOOR JAMBS SCALE: 1 I/2' = I' - 0' Reviewed for Cade FIBERGLASS SHINGL Compliance WITH UNDERLAYMEN Universal Engineering AS PER FBCR 905.1.1. AS ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE \ ` aMTL. DRIP EDGE 4 2x FASCIA PER x. ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI. PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS R-4.1 INSULATION I WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS A 24' O.C. 1/2' GYP. WL. BD. WOOD BASE CMU NOTE: METHOD TO BE USED FOR THE -STORY GABLE BLOCK WALL INSTALLATION OF ROOF SCALE: 3/4'=r-0' UNDERLAYMENT IN ACCORDANCE WITH FBCR e05.1.1.1 OF THE FBCR 2020 ITH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT. Note: WALL FENESTRATION FLASHING PER FBCR -103.4 - Approved corrosion -resistant flashing shall be applied shingle -fashion in a ^fanner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA -111. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 Or ASTM C920 Class.25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type Of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA -114. The flashing shall extend to the surface of the exterior wall finish. 2 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 oil 1111111. 's- DIV. 8e LOT: CREEKSIDE PHASE 2 LOT #22 PROJECT* 04321.200 022R1 .MODEL: 4EAB "1672-ARIA" GARAGE SWINGE: RIGHT PAGE: LMPH . C ARCHfTECT: (STATE OF FLORIDA MAR 2 4 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE- 03 17 21 PSCAT 1/4"=1' — 0" SHEET 1 TOP: 2X6 P.T. o CENTER OF DOOR HEADER SECURED W/ (1) 1/2' X 8' J-BOLT W/ 4' MIN. EMBEDMENT W/ 2' X 2' X 1/8' WASHER 4 NUT OR W/ (2) 1/2' X 8' ANCHOR BOLTS 'J/ 4' MIN. EMBEDMENT il/ 2' X 2' X 1/5' WASHER 4 NUTS SECURE 2x4 ON—I'Z El FLAT 70 BLK W/ MASONRY NAILS. 51DES: 2X6 GARAGE DOOR BUCK SECURED L W/ (5) 1/2' X 8' J-BOLT OR ANCHOR BOLTS, W/ 4' MIN. EMBEDMENT, W/ 2' X 2' X 1/8' WASHER 4 NUT. (1) WITHIN 8' OF TOP, (1) WITHIN 8' OF THE BTM, (3) EVENLY SPACED. rl Ili NOTES: ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT lx4 P.T. OR 5/4'X4' MIN. SECURE TPRU FRAME 4 EXTEND 1-1/4' INTO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN, EMBEDMENT 1-1/4' WITHIN 8' OF EACH END 4 18' O-C. MAX SPACING GARAGE DOOR 1 BUCK ATTACHMENT D SCAI 1/2'-P-V 8' CMU 1/2' DRYWALL I'X4' P.T. NAILER. DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3/4" OR +5/4" WINDOW TO BLOCK +3/4" OR +5/4" 2X4: ZI SECURE TO BLOCK W/ 3/I6' TAPGONB (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN W OF EACH END 4 15' O.G. MAX SPACING. 2X6: CEM SECURE TO BLOCK WK2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN S' OF EACH END 4 18' O.G. MAX SPACING. 2XB: CEM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/41) WITHIN S' OF EACH END 4 18' O.C. MAX SPACING. 8' GMU 1/2' DRYWALL I'X4' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +1 1/2" WINDOW TO BLOCK +1 1/2" 2X4: am SECURE To BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X6: CEO SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X8: SECURE TO BLOCK W/(2) 3/16' TAPCON8 (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN W OF EACH END 4 18' O.C. MAX SPACING. 8' GMLL 1/2' DRYWALL I'X4' P.T. NAILER V16' O.S.B. X 4' MIN. DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +1 15/16" C WINDOW TO BLOCK +1 15/16" 2X4: CM SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD S1ZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X6: CM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X8: SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN W OF EACH END 4 18' O.G. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/16' TAPCON MIN_ 1-114' EMBEDMENT INTO BLOCK S, CMU ❑ 1/2' DRYWALL I'X4' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +2 1/4" D WINDOW TO BLOCK 4-9 1/4" 2X4: CEO SECURE TO BLOCK W/3AW TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X6: am SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 IS' O.G. MAX SPACING. 2X8: CEM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN W OF EACH END 4 18' O.G. MAX SPACING. 8' CMU ❑ 1/2' DRYWALL I'X4' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3" E 1PINDOW TO ALOCK +3" 2X4: SECURE TO 51 7CK W/ 3/16' TAPCONS (MIN. SHANK 51ZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X6: CEM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING 2X8: CEO SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/16' TAPCON MIN- 1-1/4' EMBEDMENT INTO BLOCK LA 8' CMU 1/2' DRYWALL ❑ I'X4' P.T. NAILER DOOR CASING 2ND 2X SECURE TO STRUCTURAL MEMBER W/(2A2d WITHIN 8' OF EACH END 4 6' TO 8' O.C. MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3" F WINDOW TO BLOCK +3" q 2X4: IZI SECURE TO BLOCK W/ 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X6: CEM SECURE TO BLOCK W/(2) 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN W OF EACH END 4 18' O.G. MAX SPACING. 2X8: SECURE TO BLOCK W/(2) 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN W OF EACH END 4 10' O.G. MAX SPACING. 8' CMU ❑ 1/2' DRYWALL I'X4' P.T. NAILER T/16' O.S.B. X 4' MIN. DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3 7/16" G WINDOW TO BLOCK +3 7/1B" 2x4: IZI SECURE TO BLOCK W/ 1/4' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X6: CEM SECURE TO BLOCK W/(2) I/4' TAPCON8 (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN W OF EACH END 4 18' O.C. MAX SPACING. 2X8: SECURE TO BLOCK W/(2) 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/16' TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK 1 NI e' CMU 1/2' DRYWALL ❑ 1'X4' P.T. NAILER ^� I 1' P.T. X 4' MIN. YS DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3 3/4" H WINDOW TO BLOCK +3 3/4" .ew r Reviewed for Code r Compliance + - Universal Engineenng Sciences '" CMU DRYWALL D....': IX FURRING -RIP 2XIO TO DOOR 8-1/81W FRAMING HOLD FLUSH TO INTERIOR FACE OF DRYWALL ENTRY DOOR BUCK REQUIREMENTS K Kra 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 r �111111 �111111 SUHDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #22 PROJECT# 04321.200 022R1 MODEL 4EAB "1672— ARIA" GARAGE SWING: RIGHT PAGE: DETAILS L160 MPH EXP. C ARCHM-:CT: STATE OF FLORIDA MAR 2 4 2021 MIICHAEL C. ANDERSON AR NO T7305 X-r"r' i DATE: 03 17 21 I SCALE:1/4"=V-0" NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PREFORMED CONTROL JOINT — FLANGE OF CONTROL JOINTS TO BE WIRED TIED TO LATH • 9' O.G. MAX (VERTU NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ %' LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION FASTENERS TO BE SPACED s 1' O.C. MAX VERTICALLY 7 i' THIGH, 3 COAT CEMENT PLASTER WRB LAYER 02, FORTIFIBER BUILDING PAPER APPROVED METAL LATH FASTENED •T' (VERT.) O.G. MAX AT SUPPORTS WRB LAYER 01, STUCCO WRAP WOOD SHEATHING OR 1/16' ZIP SHEATHING SYSTEM NNSTALLED PER \ d'To� LATH SHALL NOT GAP IN BE CONTINUOUS 6 TO S MIN. 6' TO S' MIN- THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. PROVIDE 2X4 BLOCKING PER ASTM C1063 \ PLACED FLAT MAX. 6' TO 8' FROM CONTROL JOINT WHEN NOTE FOR TO NAILS OR\ CONTROL JOINT FALLS ON / STRUCTURAL STUD 1. FASTENERS LATH BE STAPLES IN COMPLIANCE W/ ASTM CI063 2. WIRE TIES TO BE (NO. 18) 0jii WIRE l 3. BLOCKING SHOWN MAY BE IN ADDITION \ TO WALL STUDS REQUIRED PER PLAN O"M" TYPE CONTROL JOINT OL FOLD INWAIIV • PT. A O1. FOLD INWARD • Pr. A 2. CREASE . Pr. D Foi 0 OL FOLD SAIIARIP • ® I. FOLD INWARD • PT. A Pr. A R. CREASE 0 PT. D s. CREASE ■ Pr. B S. CREASE a FT. C 3. CREASE • Pr. C 4. FOLD PT. C OVER PT. D TILL PT. C TOUCHES 1901 FLANGE .. ® ®FOLD • T1• FELTUNDERLAYMENT— SHINGLE ROOFING DRIP EDGE, OVER -AP 31, EXTEND 1/2' BELOW SHEATHING, MECHANICALLY FASTEN 4' OC, MAX FLANGE L WATER TKaHT SEAL FOLD, I NCIT CUT. J' THICi(, 3 COAT CEMENT PLASTER (FROM), IR' 4 COAT CEMENT PLASTER (CM) UPS LAYER 42, FORTIFIBER BUILDING PAPER (FRAME ONLY) WRS LAYER h, STUCCO WRAP agurz ONLY) LAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP WRD A�X I lY ABOVE SHINGLES CFRAME ONLY) PRAM OR /— EXTERIOR CM FASCIA WRAP Sx6 WALL FLASHING KICK -OUT FLASHING (SEE DETAIL) NotE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6' • VERTICAL LAPS (ROLL ENDS) 4 6' • HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED WITH FORTIBER SHEATHING TAPE / I" MIN. LAP ® METAL LATH 16" MIN PAPER LAP BELOW ONLY / BUILDING PAPER IFIBER / 2 APER LAP SCALE: 1 1/2'-1'-0' ® KIC KO UT DETAIL e•` WATER TI0I4T SEAL (BEND OR SOLDER, DO NOT CUT) LATH VERTICAL LAP TO BE I' METAL LATH WRB LAYER •1, STUCCO WRAP I' MIN LATH LAP, 4" OVER ALL LAP VERTICAL LATH & PAPER DETAIL NOTE: SIDE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO FRAMING MEMBERS. THEY SHALL BE TIED BETWEEN SUPPORTS WITH 0.0411 (121-MM) WIRE AT INTERVALS NOT MORE THAN 9' (229-MM). AS PER ASTM C1063. NOTE: FOR REPAIR OF TEARS IN WRB LAYERS, TEARS MAY BE PATCHED W/HOUSE WRAP TAPE PER MANI SPEC. OR PEEL 4 STICK ROOF NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES n.. 0Fli SHEATHING - OR 1/16, ZIP SHEATHING SYSTEM (INSTALLED PER MANI SPECS-) BUILDING — PAPER STUCCO — I}' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER *2, FORTIFIBER BUILDING PAPER WRS LAYER 'I, STUCCO WRAP WOOD SHEATHING OR 1/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANI SPECS) 6' MIN. LAP AP ® LATH AP • PAPER HORIZONTAL LATH & PAPER DETAIL L„ 5 N.T.5. 1/16" ZIP SHEATHING SYSTEM ( INSTALLED PER wo�=. 51013"41bo OR I WRS LAYER 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 5'1 'L" TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS FLASHING 4'x4' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER `'/" APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE I' OR LESS PIPE PENETRATION CUT AND OVERLAP ONE SIDE OF ' SELF -ADHERING MEMBRANE FLASHING .STEP "1 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 �e:ces b'x6' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EMEND ONTO PIPE CUT AND OVERLAP ONE SIDE OF `STEP r'2 FLASHING RING MEMBRANE WRS LAYER M, STUCCO WRAP WRB LAYER n, FORTIFIBER BUILDING PAPER METAL LATH 6'x6' SELF -ADHERING MEMBRANE FLASHING OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE —41x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. 9, FLASHING TO EXTEND ONTO PIPE V CONT. BEAD OF SEALANT INSTALL APPROVED HOUSEMAID AIR INFILTRATION BARRIER OVER SHEATHING ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYP WALL SECTION) f=1f=E f= N TfRATION 3 1z Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-18b. Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, or ASTM 1787. TOIL (FRA1'''C ) DRAINAGE FLANS CURB LA1T ER #1, STUCCO WRAF) WRB LAT ER #2 (FORTIFIBER- BUILDING FAFER) 1''IETAL LAT}_..I X X X X STUCCO � ��1 WOOD OR 7/16II ZIP WALL 7-- , 5HEATHINC 1 5ELF-ADHE5IVE FLAeHING - - - - - - NOTE: METAL LAT+4: LATH TO BE RER SECTION MIN. 2.5 L55- FER SCE, YARD (UTILIT�r OR NOMINAL LATH DOES NOT 1 IEET SF'ECIFICATION5) 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www, a bd es i gngrou p. corn AA #: 0003325 Cam, N r V 0 rn A F 4 ti SvsDly ac LOT: CREEKSIDE PHASE 2 LOT #22 PROJECT# 04321.200 022R1 MODEL 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA MAR 2 2 2021 MICHAEL C. ANDERSON AR NO 17305 rs"N 1 03 17 21 DATE: / / SCALE: 1/4"=1'— 0" SHEET NOTE- IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES ; I i X = l BACKER ROD' BACKER ROD �1X i XII WRB LAYER "I, STUCCO WRAP 6 DRYER VENT INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDES) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO I. BOTTOM, 2. SIDES. 3. TOP VENT GAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE 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, 4' CAULKING ® JOINT ALL AROUND Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-18b. Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, or ASTM 1787. HOODED VENT J' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER "2, FORTIF15ER BUILDING PAPER WOOD SHEATHING (FRAME) LEGEND DRAINAGE PLANE (UJR5 LAYER 01, STUCCO UJRAP) UJRB LATER #2 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH X—X—X— STUCCO UJOOD OR -1/16" ZIP UJALL SHEATHING SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO SE PER SECTION R103.1.1 / AST(" I C-84-7-14a, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ELEC. METEf VERIFY LC FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT _ PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) WOOD - CONSTRUCTION -- SEALANT m TOP 4 SIDES e' cMu 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' 1 / NOTE: IF ZIP SHEATHING, SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES A VENT PENETRATION SCALE: N.T.S. /4rv=H V K=C_1=1V>= STUCCO SCRATCH COAT X 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION C. METER FIELD :IFY LOCATION 'LY STUCCO SCRATCH GOAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM . ^t LTI lam° 'iR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES ::0 SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER GAN COM80 OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER *1, STUCCO WRAP WOOD SHEATHING HOUSEWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z BEAD — OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS STEP #1 •o.O.O.O o •o•o.o 0 .O O• e• .o •o o• O. .O •o o• o. •o .o O. o• •o .o o• .o•o•o•a Rev,ewed for Code comp)°anoe- Universal Engmeeruig 91 Sciences 1/16' ZIP SHEATHING SYSTEM INSTALLED PER MANUF. SPECS.) OR WOOD SHEATHING WRB LAYER "I, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH 1/0, TExrURED f —FINISH ® WOOD FASTEN TO WOOD STRUCTURAL MEMBER a i' O.C. MAX %' TO V MID -WALL WEEP SCREED L 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING TEXTURED FINISH • MASONRY 78 HORIZONTAL WEEP SCREED- ? TO BLOCK) NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WRB LAYER 01, STUCCO WRAP CUT "X' INTO SELF -ADHERING MEMBRANE FLASHING 0 \ 'li X; f \ l APPLY SELF -ADHERING MEMBRANE FLASHING I OVER BOX AND OVER APPROVED WRB LAYER "1 STEP #2 WRB LAYER 01, STUCCO WRAP APPLY 60 MIN SELF -ADHERING GRADE 'D' FELT MEMBRANE FLASHING OVER SELF -ADHERING El FLASHING OVER APROVED HOUSEWRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER STEP # STEP OELECTRICAL RECE ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP #�2 'AC LE 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 h W v W 0 F y a F A z ti SVSDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #22 PROJECT: 04321.200 022R1 MODEL: 4EAB "1672—ARIA" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA MAR 2 2 2021 MICHAEL C. ANDERSON AR NO T7305 PRINT 2117 DATE: 03 / / SCALE: 1/4"=1'-0" SHEET DRAINAGE PLANE (WR5 LAVER #11 STUGGO WRAP) WR5 LATER *2 (FORTIFIBER 5UILDING PAPER) METAL LATH 5TUGGO WOOD OR -1/1(0" ZIP WALL 5HEATHING 5ELF-AD)HE51VE FLA5NING 2 1/211 lk 14B CORNER a CORNER 5EAD (FASTENER 4 SPACING a I" O.C.) CMU 1/2" TkC<, 2 GOAT CEMENT PLASTER APPLIED DIREGTL1' TO MASONRI' Reviewed for Code Compliance 69niUversal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www. a bd esigingrou p.cofn AA #: 0003325 sv�Ol\T. ae LOT: CREEK:SIDE PHASE 2 LOT 122 PROJECTAF 0432I. 2'0C► 022R1 MODEL. 4EAB "1672'-ARIA„ GARAGE: SWING: RIGHT MAR 2 2'2021 MIC HAEL C. ANDERSON AID NO 1i305 03 17 21 raATE: _ % / SCALE: 1/4"=I'-O" SHEET 1' mil Full DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTII=IBER BUILDING PAPER) METAL LATH STUCCO WOOD OR 1/16" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING WOOD CONSTRUCTION BEYOND WOOD SHEATHING WEATHER RESISTIVE BARRIER "1 WEATHER RESISTIVE — BARRIER "2 X T yi LAP SIDING—e /6' REVEAL W SELF -ADHERING FLASHING STARTER STRIP DO NOT CAULK OR —� SEAL OPENING \ GALV'D METAL 'Z' FLASHING I A X 6' SIMULATED x-x-x-x i I FLASHINGZ'FLASHING WEATHER RESISTIVE BARRIER "1 BARRRIER THER �SISTIVE 0/1b' SELF-ADHERINGFLASHINGALV'D METAL e DO NOT CAULK OR SEAL OPENING WOOD TRIM MEMBER STUCCO CASING BEAD \y SIDING TO STUCCO C� BLOCK TO FRAME 1�� `TRANS ITIO N WOOD CONSTRUCTION BEYOND WOOD SHEATHING WEATHER RESISTIVE BARRIER "1 WEATHER RESISTIVE — BARRIER 02 W%6 NEy%AAPO eID ING BOARD R BATTEN STARTER STRIP — DO NOT CAULK OR SEAL OPENING GALv'D METAL 'Z' FLASHING HARDIE TRIM PER- s � d ELEVATION STUCCO CASINCs---'X BEAD as 1 SIDING TO STUCCO C9) BLOCK TO FRAME r2 TRANSITION 6' SIMULATED TRIM MEMBER GAP W/CAULKING 'PROVED SEALANT SELF -ADHERING FLASHING WEATHER RESISTIVE BARRIER "4 WEATHER RESISTIVE BARRIER •2 6j &' SELF -ADHERING „/ FLASHING GALV'D METAL 'Z' FLASHING DO NOT CAULK OR SEAL OPENING HARDIE TRIM PER ELEVATION SEAL GAP W/CAULKING OR APPROVED SEALANT STUCCO CASING BEAD Reviewed for Code Compliance ® Universal Engineenng '.. Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdc:sigjigroup.com AA #: 0003325 t CREEKSIDE PHASE 2 • I 1 GARA,GE SWING: VIGVT 3PAGE: WALL ASSEMBLY DETAILS MAR 2 2f'2021 MICHAEL C. ANDERSON AR N®17305 DATE:03/17/21 sC:1/4"=1'-0" SHEET i I FLASHINGZ'FLASHING WEATHER RESISTIVE BARRIER "1 BARRRIER THER �SISTIVE 0/1b' SELF-ADHERINGFLASHINGALV'D METAL e DO NOT CAULK OR SEAL OPENING WOOD TRIM MEMBER STUCCO CASING BEAD \y SIDING TO STUCCO C� BLOCK TO FRAME 1�� `TRANS ITIO N WOOD CONSTRUCTION BEYOND WOOD SHEATHING WEATHER RESISTIVE BARRIER "1 WEATHER RESISTIVE — BARRIER 02 W%6 NEy%AAPO eID ING BOARD R BATTEN STARTER STRIP — DO NOT CAULK OR SEAL OPENING GALv'D METAL 'Z' FLASHING HARDIE TRIM PER- s � d ELEVATION STUCCO CASINCs---'X BEAD as 1 SIDING TO STUCCO C9) BLOCK TO FRAME r2 TRANSITION 6' SIMULATED TRIM MEMBER GAP W/CAULKING 'PROVED SEALANT SELF -ADHERING FLASHING WEATHER RESISTIVE BARRIER "4 WEATHER RESISTIVE BARRIER •2 6j &' SELF -ADHERING „/ FLASHING GALV'D METAL 'Z' FLASHING DO NOT CAULK OR SEAL OPENING HARDIE TRIM PER ELEVATION SEAL GAP W/CAULKING OR APPROVED SEALANT STUCCO CASING BEAD Reviewed for Code Compliance ® Universal Engineenng '.. Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdc:sigjigroup.com AA #: 0003325 t CREEKSIDE PHASE 2 • I 1 GARA,GE SWING: VIGVT 3PAGE: WALL ASSEMBLY DETAILS MAR 2 2f'2021 MICHAEL C. ANDERSON AR N®17305 DATE:03/17/21 sC:1/4"=1'-0" SHEET Reviewetl for Code - \ -1/8' TEXTURED ! Compliance Universal Engineenng FINISH ® WOOD, sconces / \\ 1/2' TEXTURED --- -, - / J 2x(o SUB -BAND '' FINISH 0 cMU x x x / / W/1"x4" NOTCH g M>=tA!_ BATH X X x X r - END WRAPPED IN METAL FASCIA WA tU00DUSHEATI SHEATHING x x x x x / = PEEL STICK EL RP — �` OR CM / 1 \ � F 1' I WRB LAYER *I, X X X X DRIP EDGE 1\\ STUCCO WRAP(FR4ME ONLY) _ ` X — ,FOR WR5 LAYER *2 TIF15ER n x x x x x x> 1/8" TEXTURED I \\ �k BUILDING PAPER X (FRAME ONLY) x x x x X x x x FRAME OR GMU I FIN(SH a WOOD �\ 6 2XSU5 HAND - I` f x x x ROOFINCs CEMENT x x x x X X x BELT PAPER 1/2" TEXTURED \ I x x x x x x x x x x -° FINISH a GMU \ x x X DRIP EDGE x x x X x x DRIP EDGE \ , \ ° METAL FASCIA \ x x x x METAL KICK our x x x x (REFERENCE POINT WRAP Ya" FROM \ ©I x x x x ONLY FOR WALL OFF \ STUCCO, 1" FROM \ SET OF COMPONENTS) - - WOOD WALL �\ \ \ PEXTERIOR WALLMIN. METAL FLASHING, WRAPPED \ (FRAME OR GMU) \v Y4 �EDGEVE BOTTOM OF DRIP \\\ NOT : NOTCH FOR 2X6 \\ 2x SUB -BAND \ SUB BAND ONLY ROOF KICK OUT REMOVED w/lYx4` NOTCH FOR CLARITY ; END, WRAPPED IN \\ \ ROOF DECK (BEYOND) PEEL 4 STICK *ROOF CEMENT s DRIP EDGE, i° OFF WALL ROOF EDGE = iil llllllf'-lull ,' y, '=' NOT INTO STUCCO) OMITTED FOR \ �\ CLARITY 1-1/8" TEXTURED FINISH 9 \ \\ \ IWooD, 1/2" TEXTURED SUB BAND DETAIL @) WALL FINISH s CMU -- 2x6 SUB -BAND W/1"x4" NOTCH s �- END, WRAPPED IN PEEL E STICK )ELEVATION -METAL WRAP I' FASCIA OFF NOTE: WOOD WALL. SUB BAND 2" IF ZIP SHEATHING SYSTEM 15 INSTALLED, OFF WOOD WALL PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PRE-ENG'D TRUSS TO BE CUT 6 WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4"x4' - 0' SCABBED TO TRUSS W/12d NAILS 6'-8' O.G. MAX. 2x SUB -BAND W/lY"x4" NOTCH a END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR GMU) SUB BAND DETAIL ® WALL W/KICK— OUT FRAME OR GMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. 4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/lli"x4" NOTCH g END, WRAPPED IN PEEL 8 STICK *ROOF CEMENT e ROOF EDGE OMITTED FOR CLARITY 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F w w 0 F 4 F A SUBDrv. 8a LOT: CREEKSIDE PHASE 2 LOT #22 PROJECT# 04321.200 022R1 MODEL 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND v. 160 MPH EXP. C ARCHrrECT- STATE OF FLORIDA - MAR 2 2 2021 MICHAEL C. ANDERSON AR NO 17305 D TE 03/17/21 SCALE: 1 /4"=1' - 0" SHEET 38'-8„ 9,-6„ EXTEND SLAB 1 1/2,, FM-12X18 I— FM-12X12 r 4" CONC. °° IT SLAB b IN _ O N.. W LL m bo CV 3 1/2" LLO d m ILL r` u F-24X24 ILL 3'-2" 6'-4" 2'.6" FM-12X18 I 1 1.1 n "F'TOP o TOP OF SLAB bo 00 o cp M 26'-8" 13'-4" it 1" PVC CHASE FOR ELEC. @ ISLAND J. I II it It It n Iu- " 3'-10" 3 _ I I I -I I I� OD �I u- 1 1.1 II I I 19'-01, 19'-01, J 0 �Z U D` o� I h q I EXTEND 4" PVC rl SLAB 1 1/2" ``��%CHASE . TE_1 T I_ alwa I *5 1/2" 4" CONC. SLAB g- I 5 � �h „ 20' 0„ 18'-0" " 2'-8" 17'-8" '-4":---- o SLAB - LJcp co W 00 1 1.1 FI N EXTEND SLAB 1 1/2" FM-12X18 oo� I°I X 4 CONC. N SLAB a 0 cc00 I 6 5" 31/2" a N TI 3, 5„ � Iu- L.L2 1 o' 1 1.1 FMC- 4 L—FM-12X18 11 J 12X18 1.1 L�FM-12X`12 I F n n 8,_6" 2,_6" 2,-0" 1, 4,-4„ 2,-0" 1P., --- 8,_4, 38'-8" GV ' W 0- 0 *-7 1/2" FM-12X18 16'-0" 19'-4" c r� tn o0 m Reu co d rof Code Universal E gneeen FOUNDATION NOTES SGences n f 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 NAVD. 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. 11.0INDICATES #5 BAR, EIINDICATES #6 BARXINDICATES #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 900 HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36") AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15, STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 4021602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: F'm = 2,000 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 1- OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6x6 W1.4xW1.4OVER GENERAL 3 1/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS, SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-12xl8 12" CONTINUOUS 181, (2) #5's (+)0'-0" FMC-12xl8 12" CONTINUOUS 181, (2) #5's #5 1N CURB VARIES F-24x24 24" 24" 12" (2) #5's (2) #5's (-)0"-4" FM-12xl2 12" CONTINUOUS 12" (2) #5's (-)0'-4" TE-1 8" SEE PLAN 8" (1) #5's (-)0'-0" FOUNDATION PLAN SCALE: 1/4" F V-0" SECURE STRAP TO A/C- SIMPS❑N WB '❑R CONC, W/ UNIT ROLL STRAP (2)-3/16'X2' EQUAL 2 EACH TAP -CONS CORNER OF UNIT C❑NC, SECURE STRAP TO SLAB UNITS W/ (2) #8xl 1/4 SHT MTL SCREWS A/C CONNECTION TO PAD DETAIL 4 .I 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.a bdesi gngroup.com AA #: 0003325 ep , w r 4 q, ti Noom� oo, suBbI'V. 8e LOT: CREEKSIDE PHASE 2 LOT ##22 4EAB "1672- ARIA" GARAGE SWING: RIGHT PAGE: FOUNDATION PLAN 160 MPH EXP. C ARCHrrECT- STATE OF FLORI(. ,'. MAR24 20 AICHAEL C. ANDERSON AR NO V305 PRINT DATE- 03 17 21 SCALE: 1/4"=1'-( SHEET oll e Z STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND } SPACING REQUIREMENTS w m _U 0 J Cr Z 8" CMU WALL � o co ' SEE SLAB SCHEDULE EXT. PORCH SLAB 4" CHAMFER (I -STORY) W/ 1/2" ISOLATION 6" CHAMFER (2-STORY) JOINT (WHERE • • APPLICABLE) z SEE SCHEDULE FOR WxD, BAR SIZE i\j AND BAR QUANTITY TOP OF SLAB BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" EXTERIOR MONO -FOOTING SCALE: 3/4"=l'-0" 2"CAPPED GALVANIZED PIPE W/FLANGE @ BASE M SECURE FLANGE TO SLAB W/(4) 1/4" X 2 1/4" TAPCONS BOLLARD SCALE: 3/4"=V-0" LAP NP PLATE A MIN. OF 48" AND N W/ 16d COMMON NAILS, 2-NQWS, 4" O/C BTM. LAP TO OC R OVER STUD 2x4 OR 2x6 WOO\PT. — WALL W/ SYP NoEE PLANS FOR SPALE BTM. PLATE TO BPROVIDE DBL. T OF VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCKIP RE B . PLATE TO A d MASONRY NAIL TAGGERED. ONAL METAL NECTORS NOT :QUIRED WHEN NO 'LIFT IS PRESENT. EE SLAB SCHEDULE O � , SEE SCHEDULE FOR WxD, BAR SIZE D BAR QUANTITY 9 INT IOR FOUNDATION OD WALL SCALE:3/4"=V-0" (NO LIFT) Z STEEL REINFORCING IN GROUTED ¢ CELL SEE PLAN FOR SIZE AND } SPACING REQUIREMENTS I ¢ F✓ CO W _�C J a cIr co O 8' CMU WALL o Z co l �x Imo, SEE SLAB SCHEDULE TOP EXT. PORCH SLAB \_4" CHAMFER (1-STORY) W/ 1/2" ISOLATION "; 6" CHAMFER (2-STORY) JOINT (WHERE • • SEE SCHEDULE APPLICABLE) z FOR WxD, BAR SIZE AND BAR QUANTITY CV EXTERIOR MONO -FOOTING 2 @ GARAGE SCALE: 3/4"=1'-0" w Lij iL NEW REINF. BAR O a SECURED W/2-PART EPDXY. MIN. EMBED J ¢. 8', UNO Q p FOLLOW ALL MANF. 7 j SPECIFICATIONS FOR ¢ USE AND F- co PREPARATION OF HOLE. Cr w J O ` Q T Cl) (wICIR 4" CHAMFER (1-STORY) 6" CHAMFER (2-STORY) ADDING BAR TO MONOLITHIC FOUNDATION SCALE: 3/4"=V-0", STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS g� o} m w U m � O 8" CMU W 0 CO �`— _ T to SEE SLAB SCHEDULE Z Z _ ISOLATED" COLUMN PAD 00 CENTERED UNDER WALL AND POURED MONOLITHICALLY WITH • - - - FOUNDATION AND SLAB SEE SCH ULE • v FOR WxD, BA SIZE AND BAR QUAN TY MBINED EXTERIO MONO- OOTING AND COL. P ® crn zrm-r-m 30" MIN. EACH WAY MONOLITHIC FOOTING Fr Fff- p FM CORNER BARS, SAME SIZE AS LARGER 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 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), UNO MONOLITHIC FOUNDATION 3 CORNER BARS DETAIL SCALE: 3/4"=V-0" P TOP PLATE A MIN. OF 48" A NAIL W/ 16d COMMON NAIL 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP T CCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 D BEARING PROVIDE BLO NG WALL W/SYP No 2 STUDS SEE P S FOR , PLATE TO SLAB W/ SPACING. SINGLE BT PLATE 1/ "x DGE ANCHOR W/ 2" TO BE PT. PROVIDE DBL. OP R SET IN HIGH STRENGTH PLATE XY5-1/2" EMBED. MIN. @ 16" OC SIMPSON SPH4 OR SPH6 AX. BTM AND TOP PLATE ANCHORS W/ 10d x 1 1/2" COMMON NAILS FILL ALL C0 HOLES, DO NOT USE 10d u.l x 3" 2_ r-SEE SLAB SCHEDULE EQ. EQ. SEE S\BAIZE FOR WxAND BAR INTERIOR CURB FOUNDATION WOOD Wp SCALE:3/4"=V-0" (W/ UPLI POURED LINTEL CONT. (TYP.) 8" CMU FILLED CELL (TYP.) 2X WALL FRAMING 1/2" DIA. SIMPSON STB2 BOLTS 5" MINIMUM EMBEDMENT INTO GROUTED CELL, 4" FROM ENDS AND 16" O.C. VERTICALLY MAX INTERIOR FRAME BRIG WALL TO BLOCK WALL CONNECTION SCALE: 3/4"=V-0" Reviewed for Code I Compliance Universal Engineering Sciences CURB FOR MASONRY UNITS SET AT ELEV: 0'-0" �I/ RECESS AROUND GARAGE DOOR OPENING 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 SCALE: 3/4"=l'-0" VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCKING SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL 16" O/C STAGGERED. / ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO w UPLIFT IS PRESENT. SEE SLAB SCHEDULE Q 1 EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY INTERIOR CURB FOUNDATION WOOD WALL SCALE: 3/4"=V-0" (NO UPLIFT) q ,N L 1A, SUITE 301 BOUR BEACH, A32937 802-3591 gngroup.com 003325 �111111_ SXMDIV. '8e LOT: CREEKSIDE PHASE. 2 LOT #22 PROJECT# 04321.200 022R1 MODEL: 4EAB "1672—ARIA" GARAGE SWING.: RIGHT PAGE: DETAILS ARCHrrECT- STATE OF FLORIDA LMICHAEL R 2 4 2021 C. ANDERSONR NO T7305 A'TrE: 03/17/21 SCALE: 1/4"=1' — 0" SEMET S1eIA I� n v o n ih op T CAP, CV '.. O 00 N CV (D co cD � M V 17'-p" DOWEL PLAN SCALE::1/4" = 1'-0" Reviewed for Code Compliance Universal Engineering LMA Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com a. AA #: 0003325 �111111 L�QE IDA10N JLPRINT 21 03 17 DATE: / / SCALE: 1/490=117T sIZEET �1.2 dt :'P FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W1(9) 1Od x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1 Od x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILLALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER I SCHEDULE. f 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. " 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9. 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. 10. 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 27/8" LONG; WITH WASHER C@ 16' O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM Y-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. �.I , HEADER SCHEDULE MARK SIZEDESCRIPTION REMARK (D (2) 2X8 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL/ T.O.A. = TOP OF ARCH /T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. =THROUGHOUT MARK DESCRIPTION f'c (psi) SIZE W'xH` REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x81 — (1) #5 — N/A — GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES j 4 ( 1 8F16-1T/0M/0B 2.1 ♦ 8F1 6-1 T/OM/OB 8F16-1T/0M/0B °° I mCD ♦ 1 CD ILL 00 � LL co GT �I 1 " 1 8F16-1T/0M/0B 1 I 1 { 1 1 ♦° 1 ,ems 1 o°° 1 1 ♦ I 1 1 ♦ I Y 1 I 1 1 I 1 1 � I I 1 1 1 I 1 1 1 1 1 1 I I I 1 1 l0 1 Io 1 1 IT 1 16 I 1 I 1 1 00 1 1 I 1 1 -UNO, PROVIDE BB1 WHERE 1 1 1 ROOF TRUSSES BEAR, TOP 1 1 1 OF WALL EL. 8'-8", UNO. 1 1 1 1 1 I 1 1 1 1 1 I I 1 I 1 1 � 1 o01 ♦ 1 L ``v 1 1 1 0 1 1 1 1 1 °♦° 1 T/0M//OB °°° 1 ♦ 5 4" 1GT ♦ ° 1 1 ♦ 1 1 1 ®� 1 I q ° ; ' ' I 8F1 6-1 T/OM/OB 4* 8F8 I 8F28-1T/0M/1B ° 1T/OM/OB M NJ LIFT BEAM PLAN SCALE: 1/4" = V---0" Reviewed for Code Compliance Universal Engineenng Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 U M 0 N i I 9- SiJH3DIV. a7LOT: CREEKSIDE ; PHASE 2 LOT #22 5 PROJECT* 04321.200 022R1 MODEL• 4EAB "1672-ARIA" GARACM SVfMG: RIGHT PAGE: LIFT BEAM PLAN AND NOTES 160 'MPH EXP. C HFF A 1ON PRINT DATE: 03 17 21 SCALE: 1/4"=1I-010' SKEET S 2 NOTES TO THE INSPECTOR/CONTRACTOR TYP.8"x8" 1. PLACE LINTEL ACROSS TOP OF OPENING:- BOND BEAM CO� 1 #5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. $„ 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING�� PLACE STEEL HEIGHT. pF r REINFO�--;ING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MPr BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITHjA #5 BAR IN EACH COURSE. TYP. 8"x16" J�PP� 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM O COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL 1#5 #5 CORNER BAR W/ 30" LAP FOR EACH REINFORCING FOR THE BOTTOM BOND.BEAM IS TO BE CONTINUOUS THROUGH THE COURSE OF BOND BEAM j TOP OF THE LINTEL. 6. UNO COMPOSITE MASONRY BEAM IS+O BE NOT LESS THAN 16" DEEP. VERTICAL REBAR W/ 10" HOOK / P�5 Q�P 8x16 DBL. BOND TOP OF 2 Q�� BEAM W/ (1) #5 BAR a BOND BE; C� 4i Q EACH COURSE W/88 (1) BAR ` BON BEAOM F p F = FILLED W/ GROUT — 30" TYPICp U = UNFILLED GROUT SOLID FROM TOP yl�p NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL. BEAM COURSE #5 BAR IN BOND BEAM i � SEE NOTE 5 6-1 . 1 T i % I I Y /� I/O R 8x8 PRE -CAST CONCRETE LINTEL W/ (1) #5 BAR (1-2) Pg9���P NOMINAL —=�� LENGTH OF BAR = WIDTH OF MASONRY $ Q4 HEIGHT # OF #5'S, TOP OPENING 2" CORNER BOND BEAM COURSE 2 BEAM DESIGNATION IT IS THIS ENGINEERS INTENT OR THAT XFXX - IT/1 M/OB INDICATES A DOUBLE BOND BEAM /#OF #5'S, BOTTOM 8x8 PRE -CAST CONCRETE - SCALE: 3/4"=1'-0" REINFORCING OF BOND BEAM AND.XFXX - 1T/OM/OB INDICATESA SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (1-1) REFER Cl- IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS SCALE: 3/4"=V-0" AND XUXX - 1T/1 M10B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP OF OPENING LINTEL '. AND XUXX - 1T/OM/OB INDICATES A SINGLE BOND. BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) DBL, BOND BEAM 2x4 (MIN 2 X 3) 1-3/16 - AT HIGHER', ELEVATION F TAPCON OR DRIVE PIN (MIN DBL. BOND BEAM SHANK 0 MIN E5 BEMINDME D SIZE 300 MIN EMBEDMENT 1 AT LOWER ELEVATION WINDOW ) 1/4" 8" FROM EACH END AND , 18" O.C. MAX, MIN 1-1/4" #5 BAR BENT EMBEDMENT AS SHOWN R (MIN 2 X 3) MIN S APCON ODRIVE PIN ANK PRE -CAST 31/4" Z .1 5MINHEADSZE 300 N n WINDOW LDOW Z n � MIN EMBEDMENT 11/4") 8" ^SLOPE. - . O.C.ND 18' MAX. MIN 1-FROM EACH END 4" [: EMBEDMENT a M , T 2x8 (MIN 2 X 3) 2-3/16 OPEN FACE SHELL SO AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER BOND BEAM #5 MIN. REQUIRED IN EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD ACI HOOK CORNER BARS AT CORNER STEP 3 SCALE: 3/4"=1'-0" PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF: BAR CONTINUES THROUGH LINTEL. TYPICAL MASONRY WINDOW SILL CONSTRUCTION SCALE: 1 1 /2"=V-0" SINGLE #5 CORNER BAR, 30x3O TURNED UP OR TURNED DOWN INTO FILLED CELL LE REINF. BAR(S), STEEL REINF. OF 3ROUTS BENEATH BOND. BEAM SINGLE LINTEL, MULTIPLE OPENINGS SCAT P 3/4'e1'-0" STEEL REINF. OF BOND. BEAM PROVIDE #5 BAR AT EACH SIDE OF ELEVATION CHANGE CHANGE IN ELEVATION OF BOND BEAM TAPCON 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 1-14' EMBEDMENT d N 2X4 SOLID BLOCKING SECURE TO SHEATHING W/ MIN. 2-12d PER BLK. EA. END 7/16" OSB SHEATHING VCMU WALL . Reviewed for Code Compliance Universal Eny ne�no:., Ally !J\AIAX/ CbAEAIA.It' P1CTAll Sciences 3/4"=1'-U 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORI DA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 J F` W V O Z4 V W 4 � T Lu 2 0 w top i� n� IWDIV. 8t L.OT: CREEKSIDE PHASE 2 LOT ##22 ' PROJECT# 04321.200 022R1 MODEL: 4EAB "16'72-ARIA" GARAQE SVfMG: RIGHT PAGE: DETAILS 160 MPH EXP. ARCHfTECT STATE OF FLORIDA MAR 2 4 2021 MICHAEL C. ANDERSON AR NO T7305 /; h;a ATE: 03/17 /21 SCALE: 1/4"=1'-0" SIKEET S2e1� R 1 11 11 R "QUALITY" LOTT S CONCRETE / CAST-CRETE / QUALITY SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 1 SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFE PLF LOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 81J8 818-OB 8/16-1T/013 /20-1T/06 /24-1T/OB /28-1T/013 /32-1T/0B TYPE LENGTH 8/8 PLAIN 8/8 SOLID TYPE LENGTH 8/8-1T 8/16-1T 8120-1T 8/24-1T 8/28-1T 8/32-1T 8/8-1B 8/16-1T/18 /20-1T/16 /24-1T/1B /28-1T/1B 132-1T/18 8/8-2T 8/16-2T 8/20-2T 8/24-2T 8/28-2T 8/32-2T 3'-6" PRECAST 1436 952 3114 4217 5321 6426 7531 3'-6" PRECAST 689 1024 3'-6" PRECAST 1569 3524 4394 5263 6132 7001 2465 6113 63ss 7708 9031 10000 1569 3524 4394 5263 6132 7001 4'-0" PRECAST 1065 700 2305 3125 3945 4765 5587 4'-0" PRECAST 514 763 4'-0" PRECAST 1363 3060 3815 4570 5325 6079 1961 6113 7192 6524 7627 8751 1363 3060 3815 4570 5325 6079 4'-6" PRECAST 819 533 1770 2400 3033 3666 4300 4'-6" PRECAST 398 591 4'-6" PRECAST 1207 2582 3375 4043 4711 5379 1625 5743 7547 6752 6541 7565 1207 2707 3375 4043 4711 5379 5'-4" PRECAST 931 1247 1999 2560 3123 3686 4249 5'-4" PRECAST 411 411 5'-4" PRECAST 1016 1806 2374 2944 3513 4084 1319 4460 7196 7342 5780 6259 1016 1 2276 2838 3399 3961 4084 5' 10" PRECAST 817 1024 1631 2090 2549 3009 3470 5'-10" PRECAST 340 339 5'-10" PRECAST 909 1499 1971 2443 2915 3387 1161 3693 5877 6036 6548 5776 929 2080 2593 3107 3620 4133 6'-6" PRECAST 692 1139 3227 3031 3707 4383 5061 6'-6" PRECAST 410 721 6'-6" PRECAST 835 1201 1578 1955 2332 2709 1139 3227 4598 7054 10000 8825 835 1868 2329 2790 3251 3712 7'-6" PRECAST 570 938 2498 2205 2698 3191 3685 7'-6" PRECAST 303 534 7'-6" PRECAST 716 900 1181 1462 1743 2025 938 2498 3408 4864 7067 6472 727 1624 2025 2426 2827 3228 9'-4" PRECAST 428 633 1593 2204 2481 2818 2621 9'-4" PRECAST 192 384 9'-4" PRECAST 454 586 767 948 1129 1310 639 1674 2298 3081 4099 4899 572 1318 1643 1969 2164 2519 10'-6" PRECAST 3gg 487 1247 1767 1904 2163 2028 10'-6" PRECAST 151 301 10'-6" PRECAST 356 468 612 755 899 1042 550 1407 1897 2781 3222 3784 504 1180 1472 1763 1710 1989 11' 4" PRECAST 330 544 1312 1742 2252 2868 3630 11' 4" PRECAST 132 417 11'-4" PRECAST 430 406 530 653 777 872 544 1312 1742 2252 2868 3552 466 1042 1372 1643 1470 1710 12'-0" PRECAST 308 507 1210 1596 2048 2586 3191 12'-0" PRECAST 111 370 12'-0" PRECAST 383 366 476 587 698 783 507 1210 1596 2048 2586 3171 440 940 1300 1560 1314 1476 13'-4" PRECAST 270 433 1045 1365 1732 2157 2535 13'-4" PRECAST 82 298 13' 4" PRECAST 308 303 393 484 575 645 414 1045 1365 1732 2316 2605 396 780 1057 1312 1071 1203 14'-0" PRECAST 254 388 978 1272 1606 1988 2279 14'-0" PRECAST 71 293 14'-0" PRECAST 279 278 360 443 526 609 390 978 1272 1606 1950 2389 378 717 961 1192 975 1133 14'-8" PRESTRESSED N.R. NR NR NR NR NR NR 14'-8" PRESTRESSED N.R. 283 14'-8" PRESTRESSED 239 422 506 626 746 865 458 1079 1429 1824 2277 2712 246 663 980 1237 1474 1715 16-4" PRESTRESSED N.R. NR NR NR NR NR NR 15' 4„ PRESTRESSED N.R. 252 15'-4" PRESTRESSED 224 387 464 574 684 793 412 1014 1340 1703 2118 2513 230 616 908 1134 1353 1572 17'-4" PRESTRESSED N.R. NR NR NR NR NR NR 17'-4" PRESTRESSED N.R. 183 17'-4" PRESTRESSED 187 326 365 451 587 680 300 856 1121 1413 1739 2047 192 506 720 501 1135 1312 „ 19 4 PRESTRESSED N.R. NR NR NR NR NR NR 19'-4" PRESTRESSED N.R. 148 19'-4" PRESTRESSED 162 266 348 430 513 595 235 736 959 1200 1467 1716 166 429 623 803 950 1098 „ 21 -4 PRESTRESSED N.R. NR NR NR NR NR NR 21' 4" PRESTRESSED N.R. 125 21' 4" PRESTRESSED 142 219 308 381 454 527 180 598 833 1038 1168 1468 142 1 373 537 690 816 943 22'-0" PRESTRESSED N.R. NR NR NR NR NR NR 22'-0" PRESTRESSED N.R. 116 1 - 22 O PRESTRESSED 137 226 290 359 428 497 165 1 550 784 992 1203 1381 137 358 513 659 779 900 24'-0" PRESTRESSED N.R. NR NR NR NR NR NR 24'-0" PRESTRESSED N.R. 91 24'-0" PRESTRESSED 124 174 245 302 360 418 129 450 654 824 1014 1147 124 319 455 581 687 793::] - ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTT'S MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 19-0130.13 a Revieweo. icp Co,sc Cornpliam: t - Universal EngerEcnny Sciences a 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 C a U w a ram: Ems, .10 SUBDIP. & LOT: CREEKSIDE PHASE 2 LOT 22 :F;ROJECT* fi�4321.200 022R1 MODEL: 4EAB "1672-ARIA" �'';,ARAGE SWING: RIGHT PAGE: SAFE LOAD TABLES 16 MMPH EXP. C ARCHIITECT: STATE OF FLORIDA MAR 2 4 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 03 17 21 3CAT :1/4"=1'-0" 31-MET � e2A IF - FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9. 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. 10. 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" D x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. 14. BOTTOM CHORD BRACING, DIAGONAL BRACING AND GABLE END BRACING SHOWN ON THE FRAMING PLANS AND DETAIL ARE DRAWN AS A DIAGRAMMATIC PURPOSES FOR MINIMUM SPANS AND MAXIMUM SPACING. THESE DRAWINGS ARE INTENDED AS A GUIDELINE FOR CONSTRUCTION AND DO NOT NECESSARILY REFLECT ALL ACTUAL CONDITIONS THAT MAY ARISE IN THE FIELD. FIELD CONSTRUCTION SHOULD CLOSELY PARALLEL THE BRACING DIAGRAMS WITHIN THESE MINIMUM AND MAXIMUM TOLERANCES. ADJUSTMENTS IN THE FIELD ARE ACCEPTABLE FOR FIELD CONDITIONS SUCH AS INTERFERENCES WITH TRUSS WEBBING, SHEETING ETC. IN SITUATIONS WHERE THE DIAGRAMS LOCATION AND ACTUAL TRUSS WEBBING CONDITIONS CONFLICT, THE CONTRACTOR SHALL PLACE THE DIAGONAL BRAE ADJACENT TO THE TRUSS WEB AS CONDITIONS ALLOW. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED WI A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4- AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN - MAINTAIN AT LEAST B" FROM THE CENTER OF THE COLUMN. ENDJACK GIRDER/TRUSS TRUSSES W/2X4 W/2X6 BOTTOM. BOTTOM CHORD CHORD 2x4 SCAB NAILED TO DIAGONAL TRUSS BOTTOM ILL/y\]I BRACING/BOTTOM CHORD W/MIN (4) 1Od CHORD BRACING NAILS FOR EACH CHORD CONNECTION DISSIMILAR BOTTOM CHORD BRACING @ END FOR EACH CHORD CONNECTION DISSIMILAR BOTTOM CHORD BRACING ® MID RUN I IINNkCI OR LUEE Jtt M O" IISP 51MP5ON MJ.N V:P DES UPUIT G.UI DES JPUFT ELLER F SIINIR HIAOH1Y 1415 ...'A 14.W /21P (111M Jn4Y, ENDED.. f111 I1/J IPI/ '�". tMYN4 (111IA IP-1B 2430 121 MIIA-IL ]PB3NOR 11/'J 1PL EM34U4' l II %11 , 1 ETA IA 1X/O XE1Av% 1BIOORI 1 1/2 NOILYIhPLY EMBED4' 191 1 LY (NI PLY I. 3P 14 HIR)D 1AEU M1EI4,10 IBIUIBM qKLK 11/E (al ILY2 RV EMBED4" �111 11;. 1111 IB126ui hr,EMOfDn• (l M11A 211 l4{II 121 XIIL.eV 2035Otl 11/1 1PLY, EM91TY 1)' I-PLY,IMJIU4- 25d1N 2-PLY EMBED 1121 IGO 2 PLY EMBEDLI Z DUST BASS OT3 DEB5111A 3 WedgcYaV A&oo, WOODJ16111M 1 VU ]1/4 II EN W(XN)11,.j43x f3N1 LGi3-SM2S T41%1I Xi Wa eXPHtA-d1o.W4xAVWSR. I / R ly ( ) f 1 IVMv 1 U� 1JSD114I- OLIRRR 4, .]•NNHVm.ASHEA OHTA-20 2430 0fTA420 260UU0 II/21PLYALTfRNAIE USE OF (21 HOA,IOACCFPTA9U TO 10[. IIj2.I PlYALTFRVATF USE OF(21 XFTASOACCEVIABLE AOMN 1.. 39d5 .61♦ 3965 (1151W A H IN HI11 SIRI111.IPUXYWENT V EMI3ILLI W) 1. IULNXMI 115/X AI.I. I N NIGH 5111 t N41 k b FOXY (NUN 12- I MR? NI, 1121 IOQ I U WUO" xIXd2♦ 1 YGIJ♦ 10" WOOD Ix110q MABOVRYUI 31V A.TA ,213/4ATE A IN HIGH STRFNGTRFPD%YIMW.ITEMBFDL I1611WTO1W%IU HUGT3♦ 9.EO HGI-3f IBM WWD(9) IN, MASONRY (LIE ]f4-A1X 1111/4-A.IA IN PRiH S) RING I H E PLUTIPHIL 12' 1 MXED), OIL 3M IU ARDID LEM 1'J UPARAUILIOWALL 1n2D vfavfxmcDlARroSVAIL uu 1210PARALLFLTOIVALL 1JIII PIRPENRENUOUNEP, WALL 10JOY-1 2' I I L BO IN 1-112" 1 1 M'.I41]S 3Y4S AGE 09411 (1) S/B ALP.IN HIGH STRENGTH fM'/(MIN .iP IN 3EO1,(4110d IUPI(b) TIRE IA('I/h])11M WCXOI IX.ISS pLM 41.A INHUX 1II046IH IPLAI'/IMIN.IYEMxk D),O6)ID, 1/4'af' "l1Ul NSIS 121 VGT 1111 (2)5/9 XSA INEIGHSTPENGTHEPDXYIMIN. 12'OMBETI,GIIW (21 /0 AT.P IN F IGH STRENGTH EPDXY (MIN 12"EMBEDE(VISTSIM-13' NEW 12 EAS OS-12 9W 114, 1M 1I/2'114)1. (14)IMx I ILl. H1W 16 1311 415-111, 131D 1161]1M%11/T,N611M 0A. OULx ' HTw 2D 1355 IT5-20 1310 12IWE I 11/1 1FM uM I'LL I'll I11/1 HOW 14 "1 H.W4 1311, WE /l (211M ("11 I Y it/l" WA IJrr HX, ISTA I2 9J1 001 IN No IOc ISTA 11 1211 LSTA IB 12" ("1". PON. MSIA Ie» II MSTAIP 111D (1414W (141IDS MESTA 24» 1. MAP 24 1. 01111M (0, DM xI MSIA3B» NP,S MSIA10- DRILL 1J211W WHIRL NOA.EE» LUIS "I P. 16» 2U]11 (2611. '1)1(M ijIIM.111' r„ AS! Il36 l/FS IST'35 SEA. IN41M Xl"I" %15114n S3@ MSI-0x 10M 14BI IN"112 MIT INX1112- UTA6 9B0 F6 1DiS (1 AIfOII I/'2 1{1Xd) (1AA II IIA II4. IHI Ha I() 1ILI11 ,AIR 8/1 SP4 &5 IG) IN TO STUDS 11110, TO PLATE MPRi I I 1j,' OSILTY MP34 5231N 11 EYE IFA% IRON 14j Bcall/2'TO SEAM. (4) HE t 11M' TO Po51. j41 gt, 1112- TO REAM,(41 ED n 11/2'TU BEST. XFIIVL M1Gl PCP2 IUI 1101ON111/2' TO TRUSS, (10) 10d 9 I1/2"TOPLATE (ELi10 X11/2. RLW 1@0 HIM v04O (9)I.v 11R"IU IRUII, IA IRE%I IM'll)Pux pal WE Xl 1p• N 11:T1RPHMA VGIS 111BI 4940 118)IN IU 1RUES, (10)W31 WWDSCREWS 10 PUM W/aM' I EMEADO, RED) I1NSIS Ij4' 10 WOOL).f III-SUti 111'xll/1"W/ I HNEADIU REA(2) N1JIMANMNM'1"- MUGT15&EHD. 4175 NET &ES73 49U (28I ITT I NRL5;(10I W93 WIX)O SONY WSJOROSE W1,11 I PLEAD"' HOT :1 SUEAS 1/4-10 10 WIRED, (3)V4-MUD 3OO5W/ I MEAN U ROD,(2) NU Oj.ANHP,%'L PANOB LSJS li//S ABJ44J "N //M (1)S/x'A.I.H IN HIGX I'M, G,.'XN." (IRS./"I NRII1)INIXINI.,(11, I MI IOWLnID (Oh/II UELP I(IH SIRIN(IIH IE(PY, (MIN. P IMntS)IVCON(.,(11111XIIUWUpO RAVM J-n, 1. A III CAI 2190 1x2OS (II SM' A T.R. IN XIGE STRENGTH EPDXY, (MIN .]' FMISDI IN COVC,(1211fd 10'A110 (1)BIG- A I R. IV R IGH STRENGR EPo%Y,(MIN .:" EMBED) Iv [pJC.,(I2O6dro1VDOD LTIIN». 121)1 LTT 19 t» 1110 11)N,4' A. I1. 111 R, N SI RE NG IH HIM,(NIN. I- NINE UI IN COME, [BIT. III L OOA IT) IM' A I. R IN HHix S I DOW E I IUIURINE I" 1,111) IN E'ON1,IX)I011 U WLIX) yH LI5203»n 11W II120B t» 1SW (1)414"A.tP. IN HIGH STRENGTH EPDXY, (MIN .I" EMBED) IN CONS, pO)1W x k1/2 TO WOOD (1)1/2"A TN IN HIGH STRI9GTH EPOJMIN.2"E11 BED)IN CONS„(101 IN TO WUOLI G, HTO45 YELL F74 4455 III SUM - I N. IN HIGH 51 LENGTH ANGRY (MIN. 1' I NXEU) IN INT", 11 BE O HY X l l}Y 1111M'A IN IN M1NiH IIH111;1H1. EARN ./"/MMU)IN LONG, 11111M R21/2' 2 HILTS ,111)1 XPS SOMI III SM'A.I.H.IN XIGn 11 BINGEXE. (.IN. P E MXEDI IN UUNC., Oh. IM% J1/)" IIISM'A.I.X.IN M1IGn SIXEHGIE EV1AlY IMIV.. MilO,j IN IOW, .,I}M 1M A 1/2' C IVII♦ 1439+ HHOQ11-SBIIVX 25. I1MiD (11"AT.q.IN XIGH STRENGTH EPp%Y,IMIN.IU'FMBEOpNC0V0., (241 N53WOOD SCREWS (ll l"AiN.IV HGn S]RfVGTN EPO%Y,(MIN,IO'El1PFD.IWCOVC.,(24150Y%'v2H"WOQDSCRfIhS PRD]A 6525 40)B 6645 11)5(8'A.3.IN HIGM1 IIRFNGiry FPO%Y,INIv ]'IMUIDIM(UNSO4)WCURTXA)YNlwti 1 p)//"'AN. IN HIGH SI"IIOIH EPURY,(MIN. jMx/1),Ilvllm'„O)3/4'SIW VJl151ONT1(X) ODYN 180) (,)Jjx AD INXIG :TILING! )XY EMIN./IMXEI]I Ix U1NL 15jM11V11 %ISIUNYAMi NIMIA%i Ell 1SW1 /13,1 MBHA 356/ICES 3411 Hf3D III I/2 11f414iW N6"!NB ANUI LIKS IXLNA IN11M11%,IUI TJ(N/d/A' 0ATIWNAMSPI/HPOHEAI) UYNP XOU SIIkVk ANCM1(HOItOW MINS'k Mf1DIN1 ALUD IN 14( t p41101 A 11IMl IO3/4'A.N. IN HIGHSIIIINGIH IPUI;Mt%.621'IMBEOMENIONLMU, TOP,(O3/4-A.TA IN IIGP EIV\CJP EPDXY(NLV. 6.75- EMBEDMENT) IN CMU. FACE,USEIII BEAM ' HUS4121F 1615 2T1DN00EN _U I412 IWWD{ 34B 263511o0 e1 1111PIW OEEAUIR,(I.RUe1OWTXX) O NIPn INHIAI]ER.JID)IdION]RR) 3]2S O2SM) :1'Y1111125%1 HM1.11 COM11) 1Y!tl 1. IUIU) ONIXD 1WN ISIYI IIX)1/4'x 1""W53XH E W5,(10111M I W(HIU. U5Y12111 f/I6" IAYVEM. N"I IIMI IO .11,IIIN (1XI 1/4 I 1/4.. I(Y BE x I LANDO I N INID(TID I Ld I U WCIOIX REXLX:IIY t xU1111-21I BHRRR 1950 30xD l ICMIII LBW 41. YS,I111111C PIN MY XIWID W(1ND LISP (10; 3/ - APPHROT11I 1UYNOU) l '1 OO,N PER MIGI) I]OM"HR,A11UYA . I HU'JIIPIUMBIID P95 5I- HDC111H NMUI ISO. 4500 11811/4 RE W33SCRIWS (TN10EIU WON.UtPJAUS114""I AEEEN ,j10)11MIOWURI 1NI1/ 1/4"III/ 41H1(ANf[IOLM 1.11111']IId IU WI1Ul? IGUM,,2 2125 1 ADDS ILGUM2&2-SDI 143D 5595 1413/x 4Wcge-BOX,A c6a1;HYXX)py WSf WTXX1uNIN1 gTxl4 ENHOA DRS(1PtRIMWE)IO(MU,(411/4%2.1t MGIRtWS.".SA3 ramI W 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS & SECURE TO BM. W/ SIMPSON LTA2 USED TO hv? CJ U BRACE TOP OF WALL. U v v 2 CJi -1j - II JE 7 r- �I II---- n � n -ll - II CJi Ih IIW III III II CJ3 = q 11W 11 11 111 11 11 1111 u 11 u g u n II CJ3 ' II I li 11 u u u u II II II II 1 C ATTACH 4'-0" LONG 2x SCAB TO CJ5 = - - g Ir 3.1 it II TRUSS W/ 10d NAILS @ 6" O.C. II a II II = - - CJ5 I� II (II FROMII � E 1111 GT II II II II II Aif( 1ST 6 3.1 _ tib �Q PR -FABRICATED ROOF - - _ TRUSSES @ 24" O.C. MAX. 77 Q _A1A 7 =�_ _-�- _- T--Ell 1111112 _ 2A2 _11111111 T ATTIC ATTIC I A Q yiO A4 _ A5 V4 __= A7 - - � 747 Y 1ST .+. - I A =+ CJ5 1ST _ _ w �n 1A -- - Ib 3 ll 3.1 it 11ll�l 1A 7 CJ3 = I II - 3.1 CJi p p U II II 49 j1 �•II II ll jEJ7A w 7 8 cc cc 3.1 3.1 FRAMING PLAN SCALE: 1 /4" = V-0" Reviewed for Code Compliance Universal Engineering Sciences 1A 1A M Ll 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 3214302-3591 www.abdesigngroup.com AA #: 0003325 F 04 U rig ti W SUBDIV. & CBOT: CREEKSIDE PHASE 2 LOT #22 IROJECT# 04321.200 022R1 *MODEL• 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: FRAMING PLAN 160 MPH EXP. C ARCHRECT= STATE OF FLORIDA MAR 2 4 2021 ,>AICHAEL C. ANDERSON AR NO 17305 m RIN DATE: 03 17 21 &SCALE: 1/4"-1]-0f1 SHEET S 3 ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE @ 24" 0/0, SUBMIT SHOP "ROOF/WALL/FLOOR DRAWINGS FOR REVIEW SHEATHING A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH AND APPROVAL FASTENER SCHEDULE" (9) 1 Od x 1 2" NAILS TO TRUSS PLYWOOD SHEATHING, SEE (1) SIMPSON HETA16 # 1100 UPLIFT ROOF/WALUFLOOR B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH SHEATHING ANCHOR WITH TRUSS A NOTE: APT SYP #22"k 4", 1OdTSIMPSON HTSM20 W/10 10d TO (12) 16d x 1 2" NAILS TO TRUSS_ FASTENER SCHEDULE" (9) 1 Od x 1 2" NAILS TO 6", 8" x 4'-0" MAY ADDED TRUSS AND (4) 1/4" x 21/4" DBL STRAP,1 EACH SIDE WRAPS UP AND GIRDER. ;PROVIDE 5 W/ 1 Od NAILS, 2 ROWS, 3" TITEN 2 ANCHORS TO OVER TRUSS (NOT SHOWN) MINIMUM.CONCRETE O/C TO FACILITATE ONE CONT POURED LINTEL C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE; A PT SYP #2 2" x 4", EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO (16) 10d x 3" NAILS TO GIRDER AND 6", 8" x 4'-0" MAY BE ADDED CONJUNCTION WITH ACCOMMODATE GIRDER # 1900 UPLIFT (2) SIMPSON (2) SIMPSON HETA16 TRUSS ANCHORS W/ 1Od NAILS,.2 ROWS, 3" HEAVY UPLIFT TIEDOWN REQUIREMENTS. HTSM20 INSTALLED ON PRE-ENG TRUSS WITH (12) 16d x 3 2" NAILS TO GIRDER O/C TO FACILITATE ONE CONNECTOR OPPOSITE FACES OF ADDITIONAL PLY MAX. TO BLOCK WALL W/10 10d TO x2, 2x WOOD FASCIA ACCOMMODATE TRUSS REQUIREMENTS. -- A (1)SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN WITH (4) a" x 5" TITEN HD TO CMU AND (12) SDS TRUSS AND (4) 1/4" x21/4" TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM SEE ARCHITECTURAL ANCHOR 4" x 2 TO GIRDER CONT POURED LINTEL 2x SECURED W/ (3) 16d 2" GALV. COMMON NAILS. ENGINEERED WOOD B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH 1 x2 SECURED W/ 1 Od TRUSSES @ 24" O/Q 1x2, 2x WOOD FASCIA (2) -1 x 5" TITEN HD TO CMU AND', (18) SDS 4" x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3" TO GIRDER 12" O/C FOR REVIEW 2x SECURED W/ (3) 16d C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH AND APPROVAL GALV. COMMON NAILS. (2) 2" x 5"TITEN HD TO CMU AND (18) SCS 4" x 3" 1z2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 12" O/C SEE SCHEDULE' SOLID, 8" EACH WAY OF BOLTS SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L'770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) TITEN 2 ANCHORS MIN. r C ALLOWABLE UPLIFT = U:2705 LBS (2, PLY) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) 2" COVER & 2" APART TYPICAL TRUSS/ REPAIR OF MULTIPLE 1 a 1 b 1 c TYPICAL ROOF MISPLACED EMBEDDED TRUSS ANCHOR GIRDER CONNECTOR(S) SCALE:3/4"='`°" 2a 2b 2c SCALE:3/4"=1'-°" qq J GIRDER CONNECTORS) SCALE. 3/4"=1'-0" ' (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN _\ BRACE W/ (3) 12d @ EA. TRUSSES WHERE TRUSS (DIAG: BRACE TO X-BRACING IS PRESENT AT �) COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING j 0'-0" TO 30'-0" (1) "X" BRACE SEAMS) r 30'-1" TO 60'-0 (3)'W BRACE SECURE 2x PT. PLATE r 6'-0" MAX (W/1 X4) (i) "X BRACE @CENTER TO BILK W/ 1/2" DIA. "X OR 10 0" MAX W/2X4 ( ) (2) BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2" FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY6" SEE ARCHITECTURAL MIN. EMBED. AT 32" OC 1x4 DIAGONAL MAX. f BTM. CHORD PRE-ENG GABLE TRUSS SECURE GABLE TO2x8 BRACING, SEE P.T. PLATE W/ 12d's 8" �5 Lu U PLAN FOR LOCATION STIFFBACK (AS PER O.C. MAX o tL J } MAY NOT BE TRUSS ENG ) CONT. 2x4 SECURED W/ { a mr REQUIRED (2)10d's @EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. BTM. CHORD OF y WOOD ROOF TRUSSES SEE SCHEDULE FOR BOND BEAM REQ. Reviewed for Code Compliance I .Universal Engineering 1 Sciences 1 x4 BTM. CHORD BRACING 6-0" O/C END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF p 10'-0" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD E "TERSECTIONTYP.- BTM. CHORD BRACING BLOCK WALL W/ GABLE END 6 7 PRE-ENG'D TRUSS 6UALE:3/4"=T-0" II I 4 r u I I THE USE OF ALTERNATE MATERIALS MAY BE NOTCH DEPTHI/4•D HOLE EDGE>5/8" USED SO LONG AS THEY CONFORM TO THE Ij I' HOLE DIAMETER FOLLOWING' <2/5`D SGL. STUD C OUTER 1/3 OF 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES { HOLE EDGE >5/8" AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO W19D AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO Folk, A SIMPSON H10A OR LGT2..ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAMETIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE y SUBJECT TO F1 AND F2 FORCES. r, „ BTM. HOLE DIAMETER PLATE <3/5`D DBL. STUD STUD NOTCHING ALTERNATE MATERIALS 11 SCALE: AND BORING LIMITS 3/a'�=r-°" Q 1 /2"=V-0" r, . 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 r �111111 r7CREEK,SIDE e LOT: 2 LOT ##22 PROJECT# 04321.200 022R1 ' MODEL: E 4EAB "1672—ARIA" 'I GARAGE SWING: RIGHT PAGE: } FI DETAILS i r 4i 160 MPH EXP. amommmmmmmmmmmmmmork PRINT DATE: 03 17 21 SCALE: 1/430=19-01, SKEET y; S3.1 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 BILK W/ 1/2" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. OC MAX. G SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX ��4 0 0 CONC.POURED LINTEL COURSE PRE-ENG'D WOOD TRUSS (TYP) @ 24" O.C. MAX FOR STRAPPING VERIFY W/TRUSS PLAN —CONT. 2X4SECURED W/(2)10d's@EACH TRUSS TO BE INSTALLED Lai 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL SCALE: 3/4"=V-0" Reviewed for Code Compliance Universal Engineering 1B Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdosigngroup.com AA #: 0003325 r �1,1'11 W 0 :'-'11UHDIV. 8e LOT: CREEKSIDE PHASE 2 LOT ## 2 2 MODEL• 4EAB "1672- ARIA" ARAGE SWING: RIGHT 72AGE: DETAILS 160 MPH EXP. i ARCHfTECT: (STATE OF FLORIU/' MA2 4 2021 MICHAEL C. ANDERSON AR NO 17305 ' Alq a DATE: 03 17 21 SCALE: 1/4r'=1'-0" f SKEET S3e113 (2) 2X4 No.2 SYP DIAG- BRACE W/ (3) 12d @ EA. TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 2x SUB -BAND 0'-0" TO 30'-0" (1) "X" BRACE 30'-1"TO 60'-0 (3) "X" BRACE (1) "X" BRACE Ca CENTER PRE-ENG GABLE TRUSS (2) "X" BRACE DIVIDED EQUALLY STIFFBACKATALL FROM CENTER TO END- UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. -- . - 2x6 OUTLOOKER @ 24" O.C. SECURED W/ SIMPSON H10A CONNECTION PER 1x2, 2x WOOD FASCIA TRUSS MFG. SEE ARCHITECTURAL 2x SECURED W/ (3) 16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES @ 24" O/C, 1x2 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 ABLE END PRE-ENG'D TRUSS (DGl WHIP RETURN SCALE:3/4"=V-0" 9 VTCR SPACING (1) AT EACH END ANin F,-n^ n.C. MAX. SIDE VIEW f PRE-ENGINEERED VALLEY TRUSS CONNECTION G SCALE: N.T.S. n Reviewed for Code. Compliance Universal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLQRIDA 32937 PH: 321-802-359.1 www.abdesigngroup.com AA #: 0003325 fy p�. v r.� h F v 4 F E4 ti r, 00 StMDIV. & LOT:N CREEKSIDE PHASE 2 LOT #22 PROJECTS 04321.200 022R1 MODEL: 4EAB "1672-ARIA" GARAGE SWING: RIGHT PACE: DETAILS i 160 MPH EXP. C)17 LOFFLORIDA IDAitjI[1 fSON PRINT DATE: 03 17 21 SCALE: 1/4"=1'-0" SHEET S3.IC r i: CAE F FND ■� ♦ i 1i r i �I r r �� ♦♦11♦ ♦1♦11 ►♦♦♦♦ 1♦♦1I 1 1 1 ♦ ♦ ♦ I • • �� silL�■■I a i i • .. R ♦ •' Y� s + t YIF Y ♦ 4 1F V V 11 HIP RCOF -i ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 53.00 PSF (63,00) ZONE 3 = 60.90 PSF (70.90) ZONE 2e = 60.90 PSF (70.90) - ZONE 3e 70.40 PSF (80.40) ZONE 2n = 70.40 PSF (80.40) ZONE 3r = = 83.80 PSF (93.80) ZONE 2r = 70.40 PSF (80.40) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT: +/- 0.18 ROOF DIAPHRAGM ROOF/ WALL/ FLOOR FOR ASPHALT SHINGLE ROOF, USE MIN 19/32" STRUCTURAL SHEATHING EXP 1 (40/20), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. SHEATHING 19/32" STRUCTURAL SHEATHING EXP 1 (40/20).(SEE TABLE FOR FIELDAND EDGE SPACING) SEE L. FASTENER SCHEDULE ROOF SHEATHING TO GABLE ENID FRAME USE 1 Od RING SHANK GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF NAIL REQUIREMENTS GABLE END. SIZE HEAD LENGTH DIA TENSILE STR. SHANK ASTM 10d RING SHANK, 2 1/2" 0.131 F1667 SCREW SHANK 170,000 RING 1 6-20 RINGS PER RSRS-03 Sd RING SHANK, 2 3/8" 0.113 SCREW SHANK INCH) RSRS-01 8d RING SHANK, PNEUMATIC 2 3/8" 0.113 F1667 RSRS-01 SCREW -NAILS I I I RAFTER OR TRUSS—�` ROOF SHEATHING GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33/C33M. MAXIMUM AGGREGATE SIZE SHALL BE 3/4". J STRUCTURAL DRAWINGS SHALL BE USED IN. CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD' ° ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND SITE DRAWINGSPROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER . CONSULT NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BESPF. ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION ACI 318 14, SUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, TMS 402/602-16 AISI SPECIFICATION FOR THE DESIGN .OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE7-16 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 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 psf TOP CHORD -non -concurrent - 10 psf BTM CHORD -non -concurrent DEAD LOAD DEAD LOAD 20 psf TOP CHORD' 15 at TOP CHORD p p 7 psf w/ ASPHALT SHINGLES) 10 psf w/ No GYPCRETE 10 psf BTM CHORD 5 psf. BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: 1 Opsf BALCONY LIVE LOAD 60 psf STAIRS LIVE LOAD - 40 psf WIND: DEAD LOAD SPEED -160 MPH 3- SECOND GUST (ASCE 7-16 (FBC R2020) 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: 40psf, GUARDS AND. HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS 50psf,'PASSENGER VEHICLE GARAGES:50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf,:STAIRS: 40psf SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED: FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. 1T 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 ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATION/ SITE PREPARATION`: 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 347LATEST EDITION,"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 At 064/A1064M, GIklkDE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2" CHAIRS SPACED T-O" OC, EACH WAY. REINFORCING STEEL: REBAR SHALL BE ASTM A615A615M 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. UNSCHEDUrLED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR 25" - #6 BAR - 36" #5 BAR 30" #7 BAR - 42". PROVIDE 36" x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO. EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION:. - ALL VERTICAL REINFORCING BARS iN CMU CELLS SHALL BE ANCHORED IN THE FOOTING THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DO NOT CUT OR DISPLACE. REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ENGINEER. MASONRY: MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE I'm = 2000 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/.ASLUMP 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 ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS; BLOCKING, CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI AND 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 FODOT OR MORE. NAILS, SPIKE, BOLTS USED W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOIDBUYING TREATED LUMBER THAT CONTAINS MORE THAN 1/2" OF HEARTWOOD. MINIMUM NAILING PER FBCR 2020, 7th 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 a 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 A441 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 "BCSI LATEST EDITION 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 ANSUASCE7 88:.1990. 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 SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE. CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PROVIDED BY THE :TRUSS ENGINEER, THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING WIND LOAD PRESSURES... THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO DRY DENSITY OF AT LEAST 95%OF.THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. - SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONSFAILING TO MEET THE - GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: Reviewed for Code BE MADE BY THE GEO-TECH. ENGINEER. m Compliance THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE Universal Engineering.. :CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, Sciences 3XMI)IV. L.OT: 'CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, STRUCTURAL STEEL SHALL BE ASTM O _ A36/A36M, Fy = 36 ksIFOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com L AA #: 0003325 011 d 4 0. a 01 Q E q ti EXTERIOR SHEATHING - Z �.... A500/A500M, GRADE B,Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S, Fy = C REEKS IDE USE 1/2" CDX OR.7/16" O.S.B. PLY WITH 8d RING. SHANK GUN NAILS AT 4" _.. ❑ ❑ 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE J 35 ksl. TUBE. AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. PHASE BO.C. AT PANEL OTTOM PANEL SIDES AND 8d RING SHANK GUN NAILS AT 6" " O. ATOP & m 3 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL ' INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS LOT #22 CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOTEXCEED 5" +/-PRIOR TO THE ADDITION OF PLASTICIZER. PE SEE DETAIL. SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD: ., PER MANUF. SPECS.) S C I� BUILDING LENGTH Ie `PROE .CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94/C94M OR MEASURING, MIXING, TRANSPORTING, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL "ROJCT* 1. 2 V O O2 Rl - ROOF SHEATHING LAYOUT ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED.. THE MAXIMA TIME ALLOWED FROM WHEN 1,,QJ AND EIVDWALL BRACING WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON - "BODE a FOR GABLE END FRAMING THERE IS A DELAY IN SUCH THAT A BATCH ISHELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED, IT SHALL 4 E AB ROOF SHEATHING ATTACHEMENT SPACING BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY LONE 1: 10d NAILS @ 4' O.C. ON EDGE AND 6" O.C. IN FIELD NOTE: GABLES -DROP GABLE END & (1) ADD'L DROPPED NON COMPLIANCE WITH THE ABOVE 1"q6 rl ZONE 1: 2n, 2r: 10d NAILS @ 4" O.C..ON EDGE AND 4" O.C. IN FIELD TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 7—ARIA 16"O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS'. ZONE 3,3e, 3r: 10d NAILS @ 4" O.C. ON EDGE: AND 4 O.C_1N FIELD A. 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH FOUNDATIONS W' ARAGE S WING: BLOCKING H R O.C. FIRST 4 BAYS HA TER NAILS EA. B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER. (FOUNDATIONS): END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE 1-112" FOR #5 AND SMALLER RIGHT NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED 2" FOR #6 AND LARGER AND ADHERES TO ASCE 7-16 C. FOR CONCRETE NOT EXPOSED TO WEATHER PAGE: 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES @J rn J Q V J Z W Z CD W Z Q U JO Z Cc m J Q Z J� CO 1e J Lu E = of Z Z U O m @ YP. EXT. SHEATHING ATTACHMENT W 3:Lu Lu CC ❑ J)w 1' w0 ❑o co N � #8 2" DECK SCREWS @ 6"-8" O.C. MAX @ EDGES & 12" O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYP, 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBEF S 314" FOR SLABS, WALLS AND JOISTS 1-112" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION SIZE CASE HARDENED COIL TYPE SPACING REMARKS APPLICATION SRE TYPE SPACING REMARKS 1 x2 PT FURRING TO 8" O/C GARAG EDOOR BUCK 1111 DIA TAPCON MASONRY 1 1!2" EMBED., 4' END DIST, MASONRY/CONC. NAIL :1112"LONG. TO MASONRY/CONC. 8" O/C NO WASH ER. FASTENER 3/8DIA. OR 11/2"EDGE DIST. SOD, AL. EXT. DOORS CASE HARDENED COIL WINDOW/DOOR/ FASTENED GARAGE DOOR BUCK - 16" INS' 3/8" DIA) 1/2" DIA EXPANSION BOLT 4" EMBED., 4" END DIST., 1x PT, SEE NOTE 6 NAIL 1 112" LONG. GEE RED STAGGERED INTO MASDNRYlCONC. TO MASONRY/GONG. 24" O/C (1/2" CIA) 3" EDGE DIST. METAL STRAP TO w/ WASHER CONTACT THIS ENGINEER FOR SPACING WINDOW BUCK CASE HARDENED COIL 9"O/C WINDOW%DOOR/FASTENED 1. PT, SEE NOTE 6. NAIL 11/2"LONG. STAGGERED INTO MASONRY/CCNC. MASONRY/CONC. ..REQUIREMENTS REQUIREMENTS �V�ZCq,�; VO/CJ 'EXT. SWING DOOR (2)3/16"DIA "TAPCON" 11/2'EMBED,8"END. NON -BEARING WOOD -1r2"°. EXPANSION 4" EMBED. 4"END` BUCK 2. PT, SEE NOTE 6 NO WASHER FASTNER 18"O;C DIST., 1 1/2" EDGE DIST. WALL TO CONC. SLAB W/ WASHER BOLT DIST., 3" EDGE DIST. 2x PT WINDOW BUCK 0:138-RAFx 21/8" 9" O/C 4" END. DIST., 1 1/2" PT TO STEEL COL., SEE. W/ WASHER STAGGERED EDGE DIST. NOTE 6 I 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 i OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED -.. 4. PAF SHALL BE HILTI X-ZF HEAVY ®UTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN a 5. FASTENER SPACING FOR THE BUDKS 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 EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x. MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPOONS OR PAF TO THE SUBSTRATE. DETAILS �MPH EXP. C ARCHITE. I - aTATE OF FLORA MAR 2 4 2021 I A CHAEL C. ANDERSON AR NO 17305 F PRINT 03 17 21 (DATE: