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Home My WebLink AboutBuilding PlanSTATE 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 AM 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 BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. 848 DESIGN CRITERIA: - FLORIDA BUILDING CODE, RESIDE 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 . CA LC. LIVING 1916 5Q. FT. GARAGE 430 SQ. FT. ENTRY 16 SQ. FT. LANAI 00 5Q. FT. TOTAL 2442 SQ, FT. A/C VOLUME 16417.6 CU. FT. Tcal: (321) 733-7092 ABBREVIATIONS ABV. ABOVE A/C AIR CONDITIONING ADJ. ADJUSTABLE ALT. ALTERNATE AMP. AMPERAGE BD. BOARD CL CENTER LINE CAB. CABINET CLG. CEILING CLR. CLEAR CONC. CONCRETE CPT. CARPET C.T. CERAMIC TILE D. DRYER DBL. DOUBLE D.G. DUAL GLAZED DIA. DIAMETER DIM. DIMENSION DISP. DISPOSAL OP. DEEP DR. DOOR D.S. DOWNSPOUT DTL. DETAIL D.W. DISHWASHER EA. EACH ELEV. ELEVATION EQ. EQUAL EXH.. EXHAUST EXT. EXTERIOR F.G./FX. FIXED GLASS F.G. FUEL GAS FIN. FINISH FLR. FLOOR FLUOR. FLUORESCENT FR. DR. FRENCH DOOR FTG. FOOTING GA. GAUGE GAR. DISP. GARBAGE DISPOSAL G.F.I. GROUND -FAULT CIRCUIT INTERRUPTER GL. GLASS GYP. BD. GYPSUM BOARD H.B. HOSE BIB H.C. HOLLOW CORE HDR. HEADER HGT. OR HT HEIGHT INSUL. INSULATION INT. INTERIOR LAV. LUM. M.C. MFR. MIN. M.T. MTD. MTL. N.T.S. O.C. PL P.B. PH. PLT. PLYWD. PR. P.T. R. RAD. R.A.G. REF. RM. R.G. S.C. S.D. S.H. SHT. SHTHG. SHWR. SIM. SL. SL. GL. STD. SWS TEMP. THK. T.O.C. T.O.P. T.O.S. TYP. U.N.O. V.P. W. W/ W D. WDW. W/H W.I. LAVATORY LUMINOUS MEDICINE CABINET MANUFACTURER MINIMUM METAL THRESHOLD MOUNTED METAL NOT TO SCALE ON CENTER PROPERTY LINE PUSH BUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM ROUGH OPENING SOLID CORE EXT DR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING SLIDING GLASS STANDARD SHEAR WALL SECTION TEMPERED GLASS THICK TOP OF CURB TOP OF PLATE TOP OF SLAB TYPICAL UNLESS NOTED OTHERWISE VAPOR PROOF WASHER WITH WOOD WINDOW WATER HEATER WROUGHT IRON L REVISIONS DATE DESCRIPTION 01/26/18 CD'S ISSUED — 01/15/18 2011 FEC UPDATE 01/I6/18 CD'S RE -ISSUED 02/21/18 SIDING ELEVATIONS ADDED 03/26/18 CD'S RE -ISSUED 04/19/18 FOOTING REVISION PER M. 50WES 06/21/18 CD'S RE -ISSUED 02/19/19 ADDED CURELESS FOOTER AT GARBAGE DETAIL (FORT MYERS) 02/22/19 PLAN MAINTENANCE 03/25/19 REVISED LINTEL SIZE AT FRONT ENTRY DOOR 04/24/19 ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL 5AT50N (MELB.) 04/24/19 REVISED HVAC VOLUMES ON 5QFT CALC SCHEDULE (MELB.) 06/12/19 ADDED 'EXTERIOR MONO DEEP FOOTER' DETAIL 12/61.IA (ORL) 06/21/19 ADDED LED LIGHTS 6 KITCHEN 4 BATH PER MARK 50WE5 01/19/113 ADDED STONE OPTION ELEVATION C 4 D (TAMPA) 013/11/19 ELEVATION 'G' SIDING -ADDED LOUVER A GABLE ROOF 10/25/113 ADDED OPT. 6-O' CEILING HEIGHTS 01/01/20 REPLACE U51F CONNECTORS WITH 51MP60N CONNECTORS 04/01/20 REVISE ENKAVENT RADON PLAN DIMENSIONS 04/09/MO OPT. 6-0' CLG. HGT.- ADDED LED LIGHT IN FOYER 04/09/20 OPT. 8'-0' CLG. HGT. EI__EVATION 'G'- REVISED HEIGHT OF ARCHWAY 06/06/20 ADDED ELEVATIONS 12 4 'M' (ORL) 01/15/20 ADDED ELEVATIONS 'MG'-'MH'-'MS' (ORL) 01/01/21 2020 FEC UPDATE 03/03/21 ADDED SOFFIT DETAILS 04/26/21 ADDED ELEVATIONS 'N' 4 V(ORL) 04/21/21 ADDED STONE OPTION ELEVATION 'G' (MELBOURNE) 06/01/21 ADDED ELEVATIONS 'P' 4 'Q' (ORL) 054"Jal ADDED DEN OPT. (TAMPA 4 FT MYERS) 0840121 ADDED 20' FOOTER OPTION (TAMPA) PG Cl—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 WA1—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—NOT USED 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 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 NOTES bymummmir Reviewed for Code Compliance Universal Engineering Sciences DESCRIPTION 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SVBDIV. & LOT: CREEKSIDE PHASE 2 LOT #100 PROJECT 04321.201 100R1 ]0 DEL 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: COVER SHEET 160 MPH EXP. C ARCHITECT r.rcl8.a 11/03/21 DATE:: SCALE: 1/4"=1' — 0" SHEET GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) . ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB 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 NO.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 '12 -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 1/2-INCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN'/z THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7, DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF T- 0" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10, CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISTICTION, INCLUDING ALL APPLICABLE STATE, CITY AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED, 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM'/4' PVC (SCHEDULE 40), INSULATED WITH Y2' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 2.5 GPM EACH IN ACCORDANCE WITH THE FBCR TABLES 2903.1 & 2903.2. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT 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-C1063-19a & 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-C1063 -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 APART OF AB DESIGN GROUPS 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. CONTROL DATE: 09/08/21 (CM) Reviewed for Code unive Compliance al Engineering S nce$ 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W oil 04 w 0 F a w A F Q C: SUHDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #100 PROJECT# 04321.201 100R1 MODEL: 4EBB "1828-CALI" GARAGE SATING: LEFT PAGE: GENERAL NOTES 160 MPH EXP. C ARCHITECT STATE OF FLORIDA NOV 0 9 2021 MICHAEL C. ANDERSON L AR NO T7305 J PRINT 2103 DATE: 11 / SCALE: 1/4"=1'-0" SHEET GN GROUND SNOW LOAD WIND DESIGN SEISMIC DESIGN CAtAGORYr SUBJECT TO DAMAGE FROM WINTER DESIGN TEMP' ICE BARRIER UNDERTLAYMENT REQUIRED^ FLOOD H.4ZARDSs AIR FREEZING INDEX' MEAN ANUAL TEMPI gPEEp (MPH) TOPOGRAPHIC EFFECTS` WEATHERING° FROST LINE pEP74 TERMITE NA 160 C NA INEGLIGAIBLE I NA IVERY HEAVY 42 NA SEE SURVEY NA NA FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION FBC R302.9.1 THROUGH FBC R302.9.4 ACCORDANCE WITH SECTION FBC R302.10.1 THROUGH FBC R302.105 II r ki 2Qi_Qn 111-4" 10'-01, 12'-4° 1'-4" 277-011 _ 121s8' 31-41I&,_0" I 10'-01, I 101-4 cD 1 2EGRESS H j I I COVERED j LANAI I V-81 G'GL I ® 6065 S.G.D. I (2) 3052-5H ro -- CA-0 (] BEDROOM #1 8'-8' CLC.L " � DINING ROOM 8'-8' Cm 60 ---- LIVING 8 ROOM N N@ 4 '4" T-", 68 ❑ El 2X6 I "IU 01 61 1 C._ _ � � � —co—IR-1SH , ry' ", I BATH #1 ® 8'-8' CLCs W.I.C. IN • ` -I V. IC. ��8 8'-8' CLG. I- � I � I — — — —I _ -S IR-1SH 11 — — @ — 2 .*----� — — I +� LAUNDRY 1R-ISH a 8'-8' CLG 6 -0-0° z -m' LL----J � -8' r — — — — — — — — — — V - - - - --_ -- -- • Z= SINK b24 S ab36 I�ITCCHEN A W-8` CLG. Al co e b36 RANGE buoPAN.I ARCH V 0 0 — — — — b36 I I i IIOPT.1 i i I 0 i 2'- a" II 3 -0 I z N r" 0 v ' � `nBEDROOM#4 co m 36'x60' sHWR. PAN W/ ENCL ❑ ❑ ❑ u--- —j a rn 3-SH El @ V-V CLa 11 III += I iIII -� `'�� 3'° 44 1w111CY} -0"�-0 "I'_8�� 11' N Alu =11 `� V. — — �i� 1 r1 — BEDROOM #3A ❑3Nm -v' OND F 2'x4' I ATTIC LCCESS BOLLARD As REQ. PER BLDG. CODE GARAGE gtgCL� FOYER 3068 W 36'X12" TRANS. 5 1/2" ENTRY 8'-8' CLCL � II ® WC. G 1 I UII e LAV. ql I Al UI> I I .y' BATII #2 In I I I 8'-8' CLG L — 2 4 11 BEDROOM #2 Ir, V_V CLG. 5 I/2" 0 -I ( EGRESSS21 JE ❑ N @ o 3 5 `r PIM o 21'-4" @ 4' - 4" 0 _<1 Frnr St: 1 foo im 304.8 am, I degme = 0.0175 ad, Note; a = 4 c€ in all cases. 1 w 4 ' 9 ' 5 F4 -'__ _ GABLE ROOFS 8s1O° m nV��t�(D ,n+y Z p FIGURE R3304.2V) COMPONENT AND CLADDING PRESSURE ZONES R—VALUE SCHEDULE FLOOR SLAB ON GRADE R-0 EXTERIOR WALLS CMU - INT INSUL R-4.1 FRAMED WD - ADJACENT R-13 FRAMED WD - EXTERIOR R-13 CEILING UNDER ATTIC R-30 FLOOR PLAN SCALE: 1/4' - 1'-0' NOTE- -2-6 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-6 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 3/6' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -GORE STEEL DOORS NOT LESS THAN 1 3/6' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. - 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. -FRAMED WALL SEPARATION BETWEEN THE UNCONDITIONED GARAGE AND CONDITIONED SPACED SHALL HAVE AN INSULATION R VALUE OF R-13. -CEILING R VALUE TO BE R-30 INSULATION ABOVE CONDITIONED SPACE. -FOR CONSISTENCY, THE VOLUME CALCULATIONS ON PLANS ARE PROVIDED BY THE HVAC CONTRACTOR AND ARE OF THEIR CLOSEST ALLOWABLE SOFTWARE TOLERANCES. -OPENING INFORMATION BELOW 15 DIRECTLY FROM THE PLAN SET. U-VALUE AND SHCG ARE INFORMATION PROVIDED BY THE MANUFACTURER AS LISTED IN THE RESPECTIVE PRODUCT SPECIFICATIONS ram® SQ.FT. CALC.'S LIVING GARAGE ENTRY LANAI III SQ. FT. 430 SQ. FT. 16 SQ. FT. 80 SQ. FT. TOTAL 2442 SQ. FT. 1. A/C VOLUME 164'1i.6 Cu. FT. COtiPOrB'IT 9V CLA[. = WM LOADS BASIC WILD E>tF'OSURE FOR 3 3Ef:OrD GUST3 OPT3m AND TYPE SOUARE FOOTAGE ZONE W MPH WM M REMARKS MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING IS 5 33/-43 DR. MIN. CRITERIA SJs.D. MIN, 41 5 31/-39 CRITERIA 160-10 O.H.D. 112 5 28.2/-31.5 12'xl2' SOFFIT I 5 313/-4'b.S BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = f 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 11'-3" 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 OV01121 I 11 ARCH DTL. B SCALE: 1/2 1'-0' Reviewed for Code Compliance Universal Engineering bu Sciences i F_ DBL. TOP PLATE 11 CA EARSCALE:2 -(DETAIL 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W V w 0 ti w q h q F w SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #100 PROJECTYj�I 04321.201 100R1 MODEL: 4EBB "1828—CALI" GARAGE SWING: LEFT PAGE: FLOOR PLAN 160 MPH EXP. C ARCHITECT-. STATE OF FLORIDA NOV 0 9 2021 MICHAEL C. ANDERSON AR NO 17305 r NT11 03 21 TE• / %LE:1 /4"=1'-0" EET .Al BLDG. HC$T. FYPON LV12X24 OR EQUIVALENT 8'-8" BRGz H(zT. OPT. COACH LIGHT O'-O" FIN. FLR. EQUAL TO CONTROL JOINT (TYF.) --------------- EQ. EQ. I� 8 -8" BRCS. HCsT,� v r 0'-0" FIN. FLR, 8'-S" BRCa. NCat. 1' - 011 O'-ID" FIN. FLR 0 5 EQUAL TO CONTROL JOINT (TYF.) E Q, EO, SHINGLE ROOF FYPON BKT11Xli OR EQUIVALENT �1 IIII �� Em IIII „ �- IIII- ■ ONT ELE TlON SCALE: 1/4 = 1'-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR 103A OFF RIDGE VENT II ❑ I Z t TYP. r II 8'-O" BRCS. H4GT O'-O" FIN. FLR. OFF RIDGE VENT 1�6 r� E ELE ATION SCALE: 1/4 = 1'-0' TEXTURED FINISH I '-8" BRCS. HCiT. — — — — — — — — — — — — — — — — — — — — — — — oO'-O" FIN. FLR. LEFT ELEVATION SCALE: 1/4 = 1'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT `IGHT ELE i AT11V SCALE: 1/4 = 1'-0' TEXTURED FINISH 12 11E �6 A3 '-O II 4B A v TYP. I I r II -8" ERG- HGT 0 oO'-O" FIN. FLR. Y 8'-8" BRG, kGT 77H-0 I 4B I A3 TYP. II _0" FIN. FLR. �O' DECO. DTL. A SCALE: 1/2 1'-0" Reviewed for Code UniveCs �np iance al Engineering Eg Sciences MODEL 1828-CALI-4EBB AREA OF ATTIC = 2450 SQ. FT. NET FREE VENTILATION AREA REQUIRED 1/ 3W REQUIRED VENTILATION AREA = 2450/300 = 8.17SQ. FT. 8.17 = 1176 SQ. IN. MIN. REQUIRED VENTILATION = .4X 1176 IN UPPER PORTION OF ATTIC = 470.4 SQ. IN. (BALANCE TO BE PROVIDED IN SOFFITVENTS) OFF RIDGE VENTILATION AREA = 138 SQ. IN. PER V E NT (net free area) TOTAL# OF V ENTS REQU I RED = 3.41 TOTAL# OF VENTS PROVIDED = 4 SOFFIT VENTILATION AREA 7 SQ. IN. PER LINEAR FT (net free area) LINEAR FEET OF SOFFIT REQUIRI 67.20 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.a bdesigngrou p.com AA #: 0003325 F N W 0 a O W A h A Z i SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #100 PROJECTS 04321.201 100R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: ELEVATION "D" 160 MPH EXP. C ARCMTECT' i NOV 9 9'2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 2103 DATE: 11 / / SCALE: 1/4"=1'-0" SHEET ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 125V OUTLET 20 AMP SINGLE POLE 110V OUTLET 110V OUTLET OF OUTLET WIRED T TO SWITCH GFI 110V OUTLET EQUIPED W/GRND PAUL INTERIPTER (TAMPER RESISTANT TYPE) 220V OUTLET (4) WIRE CONNECTION UJP EXT. wATERPROOF GROUND FAULT —�J— GFI OUTLET INTERRUPTER SWITCH SWITCH 3-WAY OPER �q SWITCH 4-WAY OPER. WALL MOUNTED ICJ LIGHT CEILING LIGHT QL LED CLG LIGHT O UP LED VAPOR PROOF LIGHT O VP VAPOR PROOF LIGHT ORECESSED CAN VENT. FAN I CFM PER SQ. FT. VENT. FAN W/LICsHT I CFM PER SQ. FT. VANITY LIGHT FIMURE (SPEC'S TBD BY BUILDER) FLUORESCENT LIGHT 2-BULB WRAP AROUND (RECESSED) ® FLUORESCENT LIGHT Z-BULB WRAP AROUND (SURFACE MNT.) 2' FLUORESCENT 4' FLUORESCENT 4' TRACK LIGHT II®II PANEL METER OBASD. SMOKE DETECTOR W/B,4uTT.ARDWIRECK-UP WALL MOUNTED BATT. BACK-UP SD. SMOKE DETECTOR W/ HARDWIRE CARBON MONOXIDEi SMOKE DETECTOR HBO GATT. BACK-UP Uu HARDWIRE NTER-CONNECTED SHALL BE A DISTANCE OF NOT LESS THEN 4' FROM WALL PENDANT LIGHT NATURAL GAS OUTLET ► TELEPHONE JACK WATER HEATER IGNITION SOURCE TO BE ELEVATED DISCONNECT A/C AIR CONDITIONING TO BE 210V U.N.O. E AHU DISCONNECT $µ8 SHEETS TV TELEVISION JACK CEILING BOX REQUIRIED OJ-BOX TO BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR N8PECTION CEILING BOX R TO BE SUPPORTEDED IN N CEILING FANLIGHT ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION 24' INCANDESCENT �Q LIGHT STRIP n no 36' INCANDESCENT LIGHT STRIP n n non n n O 48' INCANDESCENT LIGHT STRIP FLOOD LIG14T OPT. SECURITY KEYPAD P8. PUSH-BUTTON FOR CHIMES uSB PORT • LOCATION OF TV JACKS ! PHONE OUTLETS 4 FANS TO BE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF: EIS ITH EDITION (2020) < NEC 210.12 201T EDITION. • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY CF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION M19013 FBCR TTH EDITION (2020). • LAUNDRY ROOM AND DISHWASHER RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL BE NON METALLIC GABLE PER ELECTRICAL PROVISIONS OF FBCR TTH ED (2020). • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR -ITH ED (2020). • ALL LAMPS SHALL BE SELECTED SY BUILDER AND 15:6 OF LIGHTING MUST SE ENERGY EFFICIENT TYPE PER F.BL. ENERGY CONSERVATION (RESIDENTIAL ENERCsY EFFICIENCY) 2020. Tth EDITION R404.1 O COACH LIGHT ELECTRICAL PLAN SCALE: 1/4' = 1'-0' CEILING MTD. LIGHT TO BE INSTALLED, PROVIDE J-BOX FOR OPT. FAN W P Panel MAIN - A PANEL: 8/16 wp crt. breaker VOLTAGE:120 / 240 V -1 Ph MAIN: 150 Amp M.C.B FEEDER: 3-#1 Cu THWN & 1- #6 Cu (G) in 1 1/2" C. OR 3- #2/0 AL THWN & 1- #6 Cu (G) in 1 1/2" C. Wire Pole Bkr Description Watts Circuit Circuit Watts Description Bkr Pole Wire. #12 1 20 Extedor Receptacle GFI for TUG 1200 1 2 Space #12 2 20 Irrigation Pump 1000 3 4 Space 5 6 5304 A/C.C.UA 35 2 #8 Space 7 8 PANEL - A PANEL: 42 crt. breaker VOLTAGE: 120 / 240 V =1 Ph MAIN: 150 Amp M.L.Q. FEEDER: 3-#1 Cu THWN & 1- #6 Cu (G) in 1 1/2" C. OR 3-#2/0 AL THWN & 1- #6 Cu (G) in 1 1/2" C. Wire Pole'. Bkr Description Watts Circuit 1 Circuit Watts Description Bkr Pole Wire #12 1 20 Small Appliance 1500 1 2 8000 Range 50 2 #6 #12 1 20 Microwave/ Hood GFI 1800 3 4 #12 1 20 Small Appliance 1500 5 6 4500 Water Heater 25 2 #10 #12 1 20 Refrigerator 1500 7 8 #12 1 20 Dining Room Lights and Receptacles AFC( 1500 9 10 1200 Disposal GFI 20 1 #12 #12 1 20 Bath #2 GFI Receptacles 1200 11 12 1 1500 Dishwasher GFI 20 1 1 #12 #14 1 15 Foyer /Hall Bed. #2 & #3/ Bath #2 Lights AFCI 900 13 14 5000 Dryer GFI 30 2 #10 #14 1 96 Living Room, Lanai Lights AFCI 900 15 16 #14 1 15 Kitchen and Pantry Lights & Rcpts AFCI 900 17 18 1500 Washer GFI 20 1 #12 #14 1 15 SD & C/O AFCI 900 19 20 1000 _ Garage Door Opener GFI 20 _ 1 #12 #12 1 20 Laundry /Bed #4 / Den AFCI 1200 21 22 1200 Garage Lights and Receptacles GFI 20 1 #12 Space 23 24 900 Bedroom #1 AFCI 15 1 #14 Space 25 26 900 Bathroom #1 AFCI 15 1 #14 Space 27 28 900 Exterior Lights and Recept GFI 15 1 #14 Space 29 30 1000 Imgation controls only 20 1 #12 Space 31 32 Space Space 33 34 Space Space 35 36 Space Space 37 38 Space #8 2 35 A/C AHU-1 (Heater 5 KVA at 65% 5525 39 40 Space 41 1 42 1 Space Load subject to demand factor calculations / line 16000 27600 Load subject to demand factor calculations f line Demand Factor Calculations: ABBREVIATIONS: AFCI: ARC FAULT CIRCUIT INTERRUPTER NC: NON -COINCIDENT LOAD GFI: GROUND FAULT INTERRUPTER Total load subject to demand factor 43600 First 10000 watts at 100% 10000 Remaining watts at 40% 13440 Total A/C load 10829 LOAD CALCULATION IS BASED ON A/C NON -COINCIDENT LOAD Total Connected Load Watts 34269 Total Amps (watts.1240 volts) 142.8 NOTE: 1. ELECTRICAL PLAN SHALL BE USED FOR ELECTRICAL FIXTURE COUNT AND GENERAL LOCATION AS REQUIRED BE FLORIDA 5UILDING CODE AND DESIGNATED IN VALUE IN NEC I 11' I I ° I I � I I I I to I I I � r LED LIGHTING P DOUBLE LAV. BATH *1 150 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES: A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR -ITH EDITION (2020). LOCAL CODES, AND ALL LOCAL POWER COMPANY NEQUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS NOTED OTHERWISE. POWER COMPA TRANSFORMER 5 PROVIDE 150 AMP, 120/240 VOLT, I PHASE $ECONDAIl ELECTRICAL SERVICE. PROVIDE 3 01 COPPER (CU) IN 1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 0210 ALUMINUM (AL) N 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. Reviewed for Code Compliance universal Engineering Sciences LED LIGHTING P SINGLE LAV. BATH 02 PROVIDE 3*2/0 CU, THWN . 1% CU IN 2' CONDUIT OR 3 44/0 AL, THWN . 1% CU IN 2' CONDUIT OR 2/0 AL. S.E.R. (CONDUIT TO TERMINATE ABOVE SOFFIT s OVERHANG.) COMBINATION SERVICE ISO AMP DISCONNECT SWITCH AND 120/240 VOLT ELECTRIC METER IN I PHASE NEMA 3R ENCLOSURE MLO M O PANEL 150A/2P MOB TELEPHONE SERVICE 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 FBGR TTH EDITION 120201 5/8" D IA X 8 PT LONG COPPER CLAD GROUND ROD 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-8023591 www.abdesigngroup.com AA #: 0003325 ti W W U W O F V W A F A ti SVBDIV. & LOT: CREEKSIDE PHASE 2 LOT #100 PROJECT## 04321.201 100R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: ELECTRICAL PLAN 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA NOV 0 9 2021 MICHAEL C. ANDERSON AR NO 17305 J PRINT DATE// 11 03 21 SCALE: 1/4"=1'-0" SHEET El 2' 2' VTR / KITCHEN SINK. W1 2 VTfR V2° � AUTO VENT 2, 1/2'� 1/2' we 1 1 1/2 r2' � 1 1/2' LAV I 1 1/23' I 2' p LAV I T :2� UB LAV 2 I We I� S1-. LUR p u eviewetlforCode V2 a' g' Compliance 9' [VUrR iversal Engineering 2' LA5HER l A Sciences ' i 1 NOTE: FLUM51NG LA'Y'OUT PLAN IS INTENDED FOR LOCATING PLUMBING FIXTURES ONLY PLUMBING PLAN SCALE: 1/4 = 11601 co TO MAIN 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 Y 1 SUBDI'V'. & LOT: CREEKSIDE PHASE 2 LOT #100 PROJECT 04321.201 100R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: PLUMBING PLAN 160 MPH EXP. C NOV 0 9 2021 PRINT 03 DATE 11 21 / / SCALE: 1 /4"=1' — 0" PeR FLR. PLAN 1/2' CLG_ 1/2' DRYWALL SECURE BT. — PLATE TO SLAB W/ 10d MASONRY NAIL * 32' O.G. MAX 0'-0. FIN. FLR 2X4 TOP PLATE is$ 2X4 WOOD STUDS 024' O.C. SLAB NOTE: STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL 5E NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16" O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.C. TYP. INT, WALL ( NON- BRG. SCALE: 3/4' = i' -0' �— 3 5/8' OR 5 1/2' DRYWALL 3/8' TOP CHANNEL (25 GA.) I/2' DRYWALL 3 5/8' OR 5 3/8' METAL STUDS 24' O,C. 20 GA METAL TO BE INSTALLED IN WALLS RECEIVING UPPER/ LOWER 3 5/8' OR 5 CABINETS AND TUB/SHOWER 25 3/S' BOTTOM GA. METAL TO BE INSTALLED CHANNEL(25 IN ALL OTHER WALLS. STUDS GA.) SECURED TO BE SPACED 16' O.C. AT 2ND TO CONC FLOOR WALLS ADJACENT t0 FLOOR W/ 3/4' STAIR WELLS AND BATHROOM PAP t t0 WALLS W/ TILE FINISH WOOD FLOOR W/ 1/4' WOOD WOOD BASEBOARDS SCREW \—FINISH FLOOR 1-STORY TYP. INT. WALL A/fT-IrP A T CIrPTTTICI /'KTn-KT DDf'I FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR e05.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNi. SECURED 5/6, GYPSUM BOARD PER FASTENER OR 1/2' HIGH SCHEDULE STRENGTH GLG. BOARD NATION PRE-ENG TRUSS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES REFERENCE STRUCTURAL MTL. DRIP EDGE -011 PER ELEVATION 2x FASCIA PER TYP. ELEVATIONS o.N. VENTED SOFFIT R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS A 24'O.C. 1/2' THICK, 2 COAT PORTLAND 8' CMU CEMENT PLASTER APPLIED 1/2' GYP. WL. BD. DIRECTLY TO MASONRY WOOD BASE SCALE: 3/4'=1'-V FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR S05.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNi. SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT BOND BEAM - SOLiD GROUT W/ (0- '"5 (2) COURSE 1/2' THiCK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 5' DIA. SLEEVE, DO NOT CUT 2A'�PIPE THROUGH BOND BEAM D1 SCALE: 3/4"=1'-0' 0'-0' FIN. FLR — _ - 0'-0' FIN. FLR m. ROOF SHEATHING THICKNESS IS ptl ° ENGINEERED PER ASCE -1-16 IN °. d ACCORDANCE WITH FBCR 2020 ° ° ° ° 'ITH EDITION, SECTION R301.1.3 ° AND 1609.5.1. A W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE 4 1-STORY HIP BLOCK WALL INSTALLATION OF ROOF D1 SCALE: 3/4'-1'-0' UNDERLAYMENT IN ACCORDANCE WITH FBCR 90511.1 OF THE F15CR 2020 ITH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT. FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905,1.1. 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 COAT--v PORTLAND CEMENT PLASTER APPLIED NOT CUT BOND 4M BARS per .7e7q f_4r-IN AS LINE }' PVC SLEEVE FOR GAS LINE 2' GYP. UL. W. IOOD EASE 4 ° 26 GAS LINE THRU BLOCK D 1 SCALE. IM-U-0' ,--2X4 SPF 24' O.C. MAX.--� SECURE W/ (2) 12d NAILS m EA. END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS SEE ENERGY CODE FORMS FOR - INSULATION R-VALUES J,PER ELEVATION 5/8' GYPSUM BOARD OR 1/2, HIGH STRENGTH CLG. BOARD R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL ix2 P.T. FURRING STRIPS 6 24' O.G. 1/2' GYP. WL. BD. CMU WOOD BASE DIRECTLY TO MASONRY 0'-0' FIN. FLR •' 0'-0' FIN. FLR --_� a' CMU d. ° ° ROOF SHEATHING THICKNESS IS ° ENGINEERED PER ASCE i-16 IN ACCORDANCE WITH FBCR 2020 ° ITH EDITION, SECTION R301.1.3 ° AND 160S.5.1. Reviewed for Code n W/ WINDOW OPENING ,� TYP. WALL SECTION universal Engineerin ��J NO OPENING Saences NOTE: METHOD TO BE USED FOR THE 5 1-STORY GABLE BLOCK WALL INSTALLATION OF ROOF D1 SCALE: 3/4'=I'-O' UNDERLAYMENT IN ACCORDANCE WITH FBCR S05.1.1.1 OF THE FBCR 2020 ITH EDITION IS *4 WHICH USES (2) TWO LAYERS OF ASTM D22(o TYPE iI OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT. 1/2' THICK, 2 COAT - PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY GALV. STEEL TRACK BRACKETS FASTENED TO WOOD JAMB PER PRODUCT GsALv. STEEL APPROVAL RE(•:, VERTICAL TRACK 1' MIN, BY MAUF_ SLIDE FASTENED TO TRACK BRACKETS ROOM W/ PRODUCT APPROVAL REQ. a' CMU SEE STRUCTURAL FOR REINFORCEMENT 2x6 P.T. WD ATTACHED TO FILL CELL AS PER PRODUCT APPROVAL REa SEALANT BACKER ROD WEATHER STRIP MOULDING ALL AROUND (BY DOOR MANUFJ OVERHEAD DOOR I BY OTHERS 3 ) GARAGE DOOR JAMBS D1 J SCALE: 11/2'=V-0" FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE \-MTL. DRiP EDGE 9 2x FASCIA PER Ax. 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 Note: WALL FENESTRATION FLASHING PER FBCR -103.4 - Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner 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 012, 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. 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 w w� v w 0 F N0. U W A F A t.. SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #100 PROJECTgj: 04321.201 100R1 )MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA NOV 0 9 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 21031 DATE: 1/ / SCALE: 1/4"=1'-0" SHEET DI Ix4 P.T. OR 5/4'X4' MIN. SECURE THRU 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 IS' O.C. MAX SPACING TOP: 2X6 P.T. a CENTER OF DOOR HEADER SECURED W/ (U 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 W/ 4' MIN. EMBEDMENT W/ 2' X 2' X 1/6' WASHER 4 NUT-7 LEI n no TO ELK W/ 1/4' TAPCONS 1 1/2EMBED., 8' O.C., 4' END DIST., 1 1/2' EDGE DIST. o SIDES: o 2X6 GARAGE DOOR BUCK SECURED W/ (5) 1/2' X 8' J-BOLT OR ANCHOR EOLTS, W/ 4' MIN. EMBEDMENT, W/ 2- X 2' X 1/8' WASHER 4 NUT. (I) WITHIN 8' OF TOP, (1) WITHIN 8' OF THE BTM, o (3) EVENLY SPACED. o NOTES: ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR 1 BUCK ATTACHMENT D2 SCALE: 1/2'•1'-0' 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" �R'1NDOW TO BLOCK +3/4" OR +5/4" 2X4: CM SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN W OF EACH END 4 IS' O.G. MAX SPACING. 2X6: MKI SECURE TO BLOCK W/(2) 3/1W TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 IW O.C. MAX SPACING. 2X8: MCI SECURE TO BLOCK WK2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 IS' O.C. MAX SPACING. L�fJ 8' CMU 1/2' DRYWALL P P.T.. NAILER f®I - 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 +1 1/2" B WINDOW TO BLOCK +1 1 2" 2X4: CM SECURE TO 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.G. MAX SPACING, 2X6: SECURE TO BLOCK W/(2) 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. 2X8: SECURE TO BLOCK W/(2) 3/1b' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4") WITHIN 8' OF EACH END 4 IS, O.C. MAX SPACING. - - 1/2' DRYWALL I'X4' P.T. NAILER 4 1/16' O.S.B. X 4' MIN. i- DOOR CASING POOR 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 +1 15/16" C =0-1y TO BLOCK +1 15/16" 2X4: CM SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 IS' O.G. MAX SPACING. 2X6: CM SECURE TO BLOCK W/(2) 3/16' TAP( ON5 (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/41) WITHIN 8' OF EACH END 4 IS' O.C. MAX SPACING. 2X8: CEM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/47 WITHIN 8' OF EACH END 4 15' O.C. MAX SPACING. - NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/16' TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK. 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 1/49 DOOR JAMB TO BLOCK +2 1/4" D WINDOW TO BLOCK +2 1/4" 2X4: CM SECURE TO BLOCK W/3/16' TAPCONS (MIN. SHANK SIZE J45 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 1/4') WITHIN W 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 1/4') WITHIN 8' OF EACH END 4 15, O.C. MAX SPACING. ` 8' CMU p—� 1/2' DRYWALL Iul 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 +3" 2X4: CM 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.C. MAX SPACING. 2X6: CEM SECURE To BLOCK WK2) 1/4' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 IS' O.G. MAX SPACING. 2xs: CEM SECURE TO BLOCK W/(2) 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 IS° O.C. MAX SPACING, 8' CMU 1/2' DRYWALL 1'X4' P.T. NAILER 1/16' O.S.B. X 4' MIN. i DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (00 NOT EXCEED 1/4") DOOR JAMB TO BLOCK +3 7/16" , WINDOW TO BLOCK +3 7/16" 2X4: ® 2X4: CEO SECURE TO BLOCK W/ SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. 1/4' TAPCONS (MIN. SHANK SIZE J45 MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH WITHIN 8' OF EACH END 4 18, O.C. MAX END 4 W O.C. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE SPACING. 2X(b: ® ON OUTSIDE 4 SECURED 2X6: CIM SECURE TO BLOCK THROUGH NON-STRUCTURAL BLOCK W/(2) 3/I6' TAPCONS 3/16' TAPCON MIN. 1-1/4° EMBEDMENT INTO BLOCK. W/C2ul/�4'TTAPCONS (MIN. (MIN. SHANK SIZE .145 SHANK SIZE .145 MIN. MIN. HEAD SIZE 300 HEAD SIZE 300 MIN. MIN. EMBEDMENT I I/4°) 8' CMU EMBEDMENT 1 1/41) WITHIN S' OF EACH END WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 1/2' DRYWALL 4 18' D.G. MAX SPACING. 2x5: r574'-1 I'X4' 2xs: CEM SECURE TO BLOCK P.T. NAILER SECURE TO BLOCK W/(2) 3/16' TAPCONS DOOR CASING W/(2) I/4' TAPCONS (MIN. SHANK SIZE .145 (MIN. SHANK. SIZE .145 MIN. HEAD SIZE .300 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 2ND 2X SECURE TO STRUCTURAL MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END MEMBER W/(2)12d WITHIN S' WITHIN 8' OF EACH END 4 IS° O.C. MAX OF EACH END 4 6' TO 8' O.G. MAX 4 18, O.C. MAX SPACING. SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER NOTE: SHIM AS NEEDED TO PLUMB MANUFACTURES DETAILS. JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3" 99 F NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/16' TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK. 81CMU I/2' pRYWALL 1°X4° P.T. NAILER r I' P.T. X 4' MIN. DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER NOTE: SHIM AS NEEDED 70 PLUMB MANUFACTURES DETAILS. JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3 3/4" (Ii WINDOW TO BLOCK +3 3/4" NOTES: I. PER CODE AND MANUFACTURER'S REQUIEREMENT 2X BUCK. NG FOR THE FRONT IN SWING DOORS± INSIDE FACE IF 2X BUCKING SHALL HE INSTALLED FLUSH WITH INSIDE FACE OF DRYWALL. REFER TO MANUFACTURER'S SPECIFICATIONS FOR INS-ALLATION AND SUCK REQUIREMENTS. BUCK DETAIJ-8 SHOWN HERE ARE OPTIONS TO ACHIEVE MANUFACTURER'5 R.O. REQUIREMENTS. FASTENINCY OF WINDOWS AND DOORS WHERE IX 5!JCK. IS INSTALLED REQUIRES THE FRAME TO BE FASTENED DIRECTLY INTO MASONR'. DOOR FRAMING CMU }' DRYWALL 1X FURRING RIP 2XIO TO 8-1/8'W HOLD FLUSH TO INTERIOR FACE OF DRYWALL ENTRY DOOR BUCK VKTA.K E UIREMENTS _ .. IRReviewed for Code Compliance Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W M U W O F V r7 W q F A y SUBDIV Se LOT: CREEKSIDE PHASE 2 LOT #100 PROJECT## 04321.201 100R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA NOV 0 0 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 11 03 21 DATE: _ / / SCALE: 1/4"=1'— 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.C. MAX (VERT.). NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ V LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION FASTENERS TO BE SPACED e l' O.C. MAX VERTICALLY 7 i' THICK, 3 COAT CEMENT PLASTER WRB LAYER •2, FORTIFIBER BUILDING PAPER APPROVED METAL LATH FASTENED •l' (VERT.)O.G. MAX AT SUPPORTS WRB LAYER "I, STUCCO WRAP WOOD SHEATHING OR IAA ZIP SHEATHING SYSTEM AINSTALLED PER \ a TO ?, LATH SHALL NOT GAP MIN. BE CONTINUOUS 6 To a THROUGH CONTROL IN. MIN JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. PROVIDE 2X4 BLOCKING PER ASTM CI0b3 \ PLACED FLAT MAX b' TO S' FROM CONTROL JOINT WHEN NOTE CONTROL JOINT FALLS ON I. FASTENERS FOR LATH TO BE NAILS OR i STRUCTURAL STUD STAPLES IN COMPLIANCE W/ ASTM C1063 2. WIRE TIES TO BE (NO. 18) 0.0415' WIRE 3. BLOCKING SHOWN MAY BE IN ADDITION/ \ TO WALL STUDS REQUIRED PER PLAN O"M" TYPE CONTROL JOINT OL FOLD INWARD • PT. A OI. FOLD INWARD • PT. A 2. CREAft • M. 15 FO. O1. FOLD INWARD • ® I. FOLD INWARD • PT. A PT. A 2. CASE • PT. B 2. CREASE • PT. B 9. CREASE • PT. C 3. CREASE • FT. C 4. FOLD FT. C OVER PT. B TILL PT. G TOUCHES BOTTOM FLANGE ® @FOLD . -n. SHMGLE ROOFMG—� DRIP EDGE: OVERLAP 3', EMEND I2' BELOW SHEATHING. MECHANICALLY FLANGE L WATER TIGHT SEAL. FOLD, QQ Ct2i CUT. i' THICK, 3 COAT CEMENT PLASTER (FRAME), I2' 2 COAT CEMENT PLASTER (CMU) WRB LAYER n, FORTIFI6ER BUILDR Ko PAPER (FRAME ONLY) WRB LAYER "I, STUCCO WRAP(FRAME ONLY) LAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP WRB ABM. I Yi ABOVE 61-IMGLES (FRAME ONLY) FASCIA WRAP EXTERIOR CMU SxS WALL FLASHMG KICK —OUT FLASHMG (SEE DETAIL) NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6' s VERTICAL LAPS (ROLL ENDS) < 6' o HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED WITH FORTIBER SHEATHING TAPE / I" MIN, LAP 0 METAL LATH \ x X x X �T W MIN PAPER LAP BELOW ONLY / WRB LAYER 02, FORTIFIBER BUILDING PAPER SCALE: 11/2'. I'-0' ® KIC KO UT B�hA, DETAIL WATER TIGHT SEAL MEND OR SOLDER, Q�OQ>Z v) LATH VERTICAL LAP TO BE Is METAL LATH WRB LAYER •I, STUCCO WRAP VERTICAL LATH & PAPER DETAIL NOTE: SIDE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO FRAMING MEMBERS. THEY SHALL BE TIED BETWEEN SUPPORTS WITH 0-0415-IN. (121-MM) WIRE AT INTERVALS NOT MORE THAN 9' (229-MM). AS PER ASTM CI063. FOR EPAIR OF TEARS IN WRB LAYERS, TEARS MAY BE PATCHED W/HOUSE WRAP TAPE PER MANUF. SPEC. OR PEEL 4 STICK ROOF CEMENT NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WOOD STUDS SHEATHING - OR 1/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) BUILDING — PAPER NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES STUCCO THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WRB LAYER "I, STUCCO WRAP WOOD SHEATHING OR 1/16' ZIP SHEATHING SYSTEM (INSTALLED PER Md1NL.P. SPECS.) 6' MIN. LAP LAP ® LATH LAP PAPER HORIZONTAL LATH & PAPER DETAIL 7/16' ZIP SHEATHING: SYSTEM C INSTALLED PER MANUF. SPECS.) OR WOOD SHEATHING OR CMU WRB LAYER *I, STUCCO WRAP (FRAME ONLY) " THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2" 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB E TAPE OVER ROOF/WALL 5C��D 5"X5' "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 5 "L" FLASHING N.T.S, 4'x4' SELF -ADHERING: MEMBRANE FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER APPROVED HOUSE WRAP. .. FLASHING: TO EXTEND ONTO PIPE I Is OR LESS PIPE PENETRATION CUT AND OVERLAP ONE SIDE OF SELF -ADHERING MEMBRANE FLASHING .STEP 01 INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMING SECTION NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES b'xb' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE CUT AND OVERLAP ONE SIDE OF SELF -ADHERING MEMBRANE `STEP �'2 FLASHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FOR:TIFBER BUILDING PAPER METAL LATH 6'xb' SELF -ADHERING MEMBRANE FLASHING OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. ELASNING TO EXTEND ONTO PIPE \---V CONT. BEAD OF SEALANT INSTALL APPROVED HOUSEWRAP AIR INFILTRATION BARRIER OVER SHEATHING ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYP WALL SECTION) 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. 3 FIFA NTIRATION �T,4f L 11=I�)41'I) N.T.S. Reviewed for Code Compliance Universal Engineering �Q � T D Sciences LE IDfRAINAGE FLANS (WfR5 LAi'Eiz '*1, STUCCO WRAF) 8UILI )ING F'AFEfR) )METAL LATH X X X X STUCCO , a� WOOD OR i/1ro11 ZIF WALL SHEATHING SELF-AIDHESIV FLASHING - - - - - - NOTE : t-ITAL LATH: LATH TO 5E PER SECTION R-103.-f.l / )4STM C-8 -1-1 a, 1-IN. 2.5 L8S- FER Sa, �)4RD (UTILITY' OR NO!"IINAL LATH DOES NOT 1IEET SFECIFICATIONS) 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 J F W 04 W ti 0. U W A A s- i SVBDIV. 8c LOT: CREEKSIDE PHASE 2 LOT #100 PROJECT# 04321.201 100R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT. STATE OF FLORIDA NOV 0 9 2021 MICHAEL C. ANDERSON AR NO 17305 00 PRINT 2103 DATE- 11 / / SCALE: 1/4"=1'-0" SHEET WAI NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES BACKER ROD BACKER ROD WRB LAYER "I, STUCCO WRAP DRYS VENT DRAINAGE PLANE (WRB LAYER 11, STUGCO WRAP) WRB LAYER *2 (FORTIFIBER BUILDING PAPER) METAL LATH STUCCO WOOD OR 1/16" ZIP WALL SHEATHING INSTALL ro" SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE: I. BOTTOM, 2. SIDES. 3. TOP VENT CAP 15 TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT 15 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.Yd CAULKING 0 JOINT ALL AROUND Exterior lathing and plastering 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 ' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIF15ER BUILDING PAPER WOOD SHEATHING x—x—x—x a SELF-ADHESIVE FLASHING - — — — NOTE: METAL LATH: LATH TO BE PER SECTION R-1031.1 / ASTM C-8,471-14a, MIN, 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ELEC. METEF VERIFY LO r 19M BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL 1\ 6" SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' STUCCO FINISH 6" SELF ADHESIVE OVER TOP 8 SIDES FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT TOP E SIDES IF ZIP SHEATHING SYSTEM 15 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WENT PENETRATION SCALE: N.T.S. STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYSLEND FOAM ni_fl� n-r a-rl ')R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES :.0 SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COM50 OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER 01, STUCCO WRAP WOOD SHEATHING APPROVED 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 6TP '*1 &TP # 1/16' ZIP SHEATHING SYSTEM f1/7 LLED PER MANUF. SPECS.) OR WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER METAL LATH WOOD 1/e, TEXTURED CONSTRUCTIONFINISH * WOOD FASTEN TO WOOD STRUCTURAL MEMBER a 1' O.G. MAX r. a' Mu Ye' TOY' MID -WALL WEEP SCREED 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING: FINISH w MASONRY HORIZONTAL WEEP SCREED (FRAME TO BLOCK NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES IURB LAYER *1, STUCCO WRAP CUT "X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER *1 APPLY 60 MIN GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP E=3Y 6T E F 2 u/! WRB LAYER *I, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING WRB LAYER *2, FORTIF15ER BUILDING PAPER CTRICAL RECEPTACLE ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH Reviewed `or Qode Gnmali r,FA Universal ante Engineering 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 E w U w ti r4 r7 q F A SSUBDIV. & LOT; CREEKSIDE PHASE 2 LOT #100 PROJECT# 04321.201 100R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C [A CT: STATE OF FLORIDA NOV 0 9 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE 110321 / / SCALE: 1/4"=1'-0" SHEET WA2 DRAINAGE i=LANE (WR5 LAYER * 1, STUCCO WRAf=) WRB LAYER *1!2 (F0RT11=18E1R BUILDING 1=,4i=ER) METAL LATH STUCCO WOOD OR i/1(0" Zli= WALL 5HE,4THINCz 6ELF-ADHE51VE 1=LASNINC-; 2 1/2" CORNER BEAD (FASTENER 4 SPACING- a i" O.C.) 1/2" THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTL`I' TO MASONR`r' 14B1CORNER, BEAT) (�P BLOCK Reviewed for Code Compliance tu Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W W 0 F.01 w A F A SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #100 PROJECT 04321.201 100R1 MO DEL: 4EBB "1828- CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA v NOV 0 9 2021 WCHAEL C. ANDERSON AR NO 17305 itscaJINI-i 211 03 DATE: 1/ % S C ALE: 1/4 "=11- 0'r SHEET 2xio SUB -BAND W/1 "x4" NOTCH I@ END, WRAPPED IN PEEL 4 STICK DRIP EDGE 1/0" TEXTURED FINISH Q WOOD 1/2" TEXTURED FINISH 6 CMU 1\ 1\ I\ I\ I \ 1 \ METAL FASCIA \ WRAP Yell FROM \ STUCCO, 1" FROM \ WOOD WALL \\ EXTERIOR WALL \ (FRAME OR CMU) \\ \� NOTE: NOTCH FOR 2X(o SUB BAND ONLY `\ I (A --)ELEVATION AN A METAL FASCIA WRAP 2Xro SUB SAND Q _ � ROOF KICK OUT REMOVED \\ FOR CLARITY \ROOF DECK (BEYOND) \` \ DRIP EDGE, 1" OFF WALL �NOT INTO STUCCO) 1-1/8" TEXTURED FINISH e WOOD, 1/2' TEXTURED FINISH a CMU i 1 2x6 5U5-5AND W/1"x4" NOTCH 6 END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I'OFF WOOD WALL. SUB BAND 2" OFF WOOD WALL 1/8' TEXTURED FINISH 0 WOOD, 1/2' TEXTURED FINISH IN CMU AL LATH WOOD SHEATHING OR GMU WRE , LAYER 01, STUCCO WRAP (FRAME ONLY) WR5 LAYER 02, FORTIFIBER BUILDING PAPER (FRAME ONLY) ROOFING CEMENT DRIP EDGE METAL KICK OUT NOTE: IF .ZIP 5HEATHINC PLEASE SEE MA1 PROCEDURES PRE-ENG'D TRUSS TO BE CUT Q WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4"x4'-m" SCABBED TO TRUSS W/126 NAILS KJ"-S' O.C. MAX. 2x SUB -BAND W4V2"x4" NOTCH Q END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL (ii) WALL SUB BAND DETAIL Q WALL W/KIC K- OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF- SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN, Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/V2"x4" NOTCH 's END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT 6 ROOF EDGE OMITTED FOR CLARITY FRAME OR GMU WALL KICK -OUT FLASHING FELT PAPER Reviewed for Code Compliance tm Universal Engineering DRIP EDGE Sciences (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN./4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WAY2"x4" NOTCH 6 END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT -M ROOF EDGE OMITTED FOR CLARITY 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 ti w U W 0 a w a F A SVBDIV. 8a LOT: CREEKSIDE PHASE 2 LOT #100 PROJECT# 04321.201 100R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 160 MPH EXP. C ARCHITECT- NOV o 9 2021 MICHAEL C. ANDERSON AR NO 17305 rJMAJN i 110321 DATE: / / SCAT :1/4" 1'-0" SHEET WAO" as a„ FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-Y-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.EIINDICATES #5 BAR, OINDICATES #6 BAR,ONDICATES #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 402/602-16, 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 a 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 W1.4xW1.4 OVER GENERAL 3 1/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS, SAME SIZE QUANTITY AS BARS IN FOUNDATION, WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG TE-1 8" SEE PLAN 10" - (2) #5's (+)0"-0" FM-12x12 12" CONTINUOUS 12" - (2) #5's + 0"-0" FM-12x18 12" CONTINUOUS 18" - (2) #5's (+)0'-0" FM-16x18 16" CONTINUOUS 18" - (2) #5's (+)0"-0" FMC-12x18 12" CONTINUOUS 18" - (2) #5's I VARIES SECURE STRAP TO A/C SIMPSON WB CONC. W/ UNIT ROLL STRAP M-3/16 "XV OR EQUAL 6 TAP -CONS EACH CORNER FIT OF UNIT GONG. SECURE STRAP TO SLAB UNITS W/ (2) 48x1 1/4 SHT MTL SCREWS A/C CONNECTION TO PAD DETAIL FOUNDATION FLAN •SCALE: 1/4" = T-0" Reviewed for Code Eu Compliance Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W U W �o C�v ti' v 4 F q F ti SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #100 PROJECT## 04321.201 100R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: FOUNDATION PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA NOV 0 9 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE 110321 / / SCALE: 1/4 "=f - 0" SHEET S 1 EXT. PORCHCH S W/ 1/2" ISOLATION / JOINT (WHERE APPLICABLE) z STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 8" CMU WALL . ° ° SEE SLAB SCHEDULE a 4" CHAMFER (I -STORY) ° 6" CHAMFER (2-STORY) 4 • .. SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY +_ U,_U.. 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" BOLLARD LAP P PLATE A IN. OF 48" AND N W/ 16d COMMON NAILS, 2- WS, 4" O/C BTM. LAP TO OC ROVER STUD 2x4 OR 2x6 W\2UDS - WALL W/ SYPEE PLANS FOR SLE BTM. PLATE TPROVIDE DBL 2"CAPPED GALVANIZED PIPE W/FLANGE @ BASE SECURE FLANGE TO SLAB W/(4) 114" X 2 1/4" TAPCONS SCALE: 3/4"=T-0" VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCKU RE B . PLATE TO LA / d MASONRY NAIL TAGGERED. ZONAL METAL HECTORS NOT QUIRED WHEN NO PLIFT IS PRESENT. >EE SLAB SCHEDULE SEE SCHEDULE FOR WXD, BAR SIZE AND BAR QUANTITY INT IOR FOUNDATION OD WALL 9 SCALE:3/4"=1'-0" (NO LIFT) z STEEL REINFORCING IN GROUTED 2 CELL SEE PLAN FOR SIZE AND o SPACING REQUIREMENTS on W y J W ON M �}. > 8" CMU WALL da vSEESLABSCHEDUL\ EXT. PORCH SLAB 4" CHAMFER (1-STORY) W/ 1/2" ISOLATION ' 6" CHAMFER (2-STORY) JOINT (WHERE •�• SEE SCHEDULE APPLICABLE) 4. Z FOR WxD, BAR SIZE AND BAR QUANTITY (V EXTERIOR MONO -FOOTING @ GARAGE _ +- U -U•• TOP OF SLAB SCALE: 3/4"=1'-0" NEW REINF. BAR SECURED W/2-PART EPDXY. MIN. EMBED 8", UNO FOLLOW ALL MANF. SPECIFICATIONS FOR USE AND PREPARATION OF HOLE. 4" CHAMFER (1-STORY) 6" CHAMFER (2-STORY) ADDING BAR TO MONOLITHIC FOUNDATION sm Z z z � _ ae� ° d c STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 8" CMU SEE SLAB SCHEDULE "ISOLATED" COLUMN PAD CENTERED UNDER WALL AND POURED MONOLITHICALLY WITH FOUNDATION AND SLAB - 9a A SEE SCHE LE FOR WxD, BAR ZE AND BAR QUANT MBINED EXTERIO MONO- 1 AND COL. PAp 10 SCA :3/4"=1'-0" 30" MIN. EACH WAY MONOLITHIC FOOTING D O D IIIv� D p v D v }II D p v p v _ FM CORNER BARS, SAME SIZE AS LARGER BAR IN FOUNDATION WITH 30" LEG EACH p WAY AT ALL CHANGES IN DIRECTIONS SO THAT THE STEEL REINF. IS CONTINUOUS o l _ MATCH AMOUNT OF CONTINUOUS BARS v � I" CONTINUOUS STEEL MONOLITHIC o FOOTING REINFORCEMENT SEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), LINO MONOLITHIC FOUNDATION CORNER BARS DETAIL AP TOP PLATE A MIN. OF 48" A NAIL W/ 16d COMMON NAIL 2-ROWS, 4" O/C BTM. LAP TO CCUR OVER STUD 2x4 OR 2x6 W D BEARING WALL W/ SYP No 2 STUDS SEE PL S FOR SPACING. SINGLE BT PLATE TO BE PT. PROVIDE DBL. OP PLATE SIMPSON SPH4 OR SPH6 BTM AND TOP PLATE ANCHORS W/ 10d x 1 1/2" COMMON NAILS FILL ALL HOLES, DO NOT USE 10d w x 3" a > +- 0,_0„ TOP OF SLAB 4.� .a a = 8. ° < c ° • d a •a SCALE: 3/4"=1'-0" VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOG41 7V. PLATE TO SLAB W/ KEDGE ANCHOR W/ 2" R SET IN HIGH STRENGTH 5-1/2" EMBED. MIN. @ 16" OC SLAB SCHEDULE Q. EQ. — SEE SCHED E FOR WXD, BAR S AND BAR QUANTI INTERIOR CURB FOUNDATION WOOD WF SCALE: 3/4"=1'-0" (W/ U P LI 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"=T-0" URB FOR ASONRY NITS SET T ELEV: -0" 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 ti w SCALE: 3/4"=1'-0" VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCKING SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL 12" O/C STAGGERED. ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO UPLIFT IS PRESENT. SEE SLAB SCHEDULE SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY INTERIOR CURB FOUNDATION WOOD WALL SCALE: 3/4"=1'-0" (NO UPLIFT) Reviewed for Code Compliance Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W V W ". 0 �R U W A F A F SUHDIV. & LOT: CREEKSIDE PHASE 2 LOT #100 PROJECT# 04321.201 100R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C ARCHITECT' STATE OF FLORIDA NOV 0 9 2021 MICHAEL C. ANDERSON AR NO�AR NO 173055 PRINT DATE: // 11 03 21 SCALE: 1/4r'=V-01 SHEET S1. 1 A OG� nv Reviewed for Code Compliance Universal Engineering Sciences DOWEL PLAN SCALE: 1/4" = V-0" 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W P U W O h G W h A F ti SUBDIv. & WT: CREEKSIDE PHASE 2 LOT #100 PROJECT# 04321.201 100R1 MODEL 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DOWEL PLAN 160 MPH EXP. C EARCHFICT: STATE OF FLORIDA NOV O 9 2021 MICHAEL C. ANDERSON AR NO 17305 rrciaee_1 DATE:: 11 /03 /2 SCALE: 1/4"=1'-0" SHEET I . 2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM HORIZONTAUVERTICAL REINFORCING SCALE: 3/4"=1'-0" EXT. PORCH SLAB W/ 1/2" ISOLATION JOINT (WHERE APPLICABLE) 6" PVC CHASE THRU FOOTING VARIES PER ELEV. CLEAN OUT REQUIRED FOR INSPECTION OIL 0'-0" FIN. FLR. TIE ERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" STEEL REINFORCING IN GROUTED z CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS Qa o} of m W < U � J a = z 8" CMU WALL o m g M ' d ° SEE SLAB SCHEDULE d d_ �4" CHAMFER (1-STORY) 6" CHAMFER (2-STORY) i z MATCH STEEL REINFORCEMENT PER SCHEDULE SEE SCHEDULE FOR WXD, BAR SIZE AND BAR QUANTITY TOP OF BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" PVC CHASE 4 THRU FOOTING SCALE: 3/4"=1'-0" REINFORCEMENT PER SCHEDULE NG #5 BARS I, 1'-0" I, CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS SCALE: 3/4"=1'-U" aj Reviewed for Code Compliance Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 W V W O F P, N W Q F A ti SVHDIV. ee LOT: CREEKSIDE PHASE 2 LOT #100 PROJECT# 04321.201 100R1 MODEL: 4EBB "1828—CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C ARCHITECT. STATE OF FLORIDA NOV 0 9 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 2103 DATE: 11 / / SCALE: 1/4"=1'- 0" SHEET S1. 2 A 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) 1Od x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H1OA 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" ° 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. BEAM SOCH EDULE INDICATES OPENING BELOW / T.O.B. = TO OTTTOM 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 fc (psi) SIZE W'xH' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x8 — (1) #5 1 N/A — GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES to ♦ ♦ of t o ♦ I o f 1� y �1 1, 0 1 0 8F16-1T/0M/0B 8F16-1T/0M/0B II 1 1 8F24- ,� % 1T/OM/OB 1 I 1 1 ,% ,% I 1 1 ,% �% , 1 1 %% 1 1 GT 1 Y 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i 1 GT 8RF6- 1 T/OM/OB 2 UNO, PROVIDE BB1 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL. 8'-8", UNO. 1_] _I•r 1: : . 1 1 1 OF . 1 ABOVE FINISHED GARAGE SLAB LIFT BEAM PLAN SCALE: 1/4" = T-0" Reviewed for Code hy Compliance Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W v W IS 0 F U W 4 h A h SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #100 PROJECT# 04321.201 100R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: LIFT BEAM PLAN AND NOTES 160 MPH EXP. C ARCHITECT STATE OF FLORIDA NOV 0 9 2021 MICHAEL C. ANDERSON AR NO 17305 P T 11 03 21: / /E: 1/4"=1'- 0"T 2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK 30" TYPICAL #5 BAR IN BOND BEAM PgS�F�P CORNER REINFORCING OF BOND BEAM L.Y�I��KILlIBi1S�7Y PLACE STEEL REINFORCING (1-2) AS DEPICTED HEREIN. F = FILLED W/ GROUT U = UNFILLED NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING. 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. # OF #5'S, IN 2ND BOND BEAM COURSE 6-1 T/1 M/0B e HEIGHT # OF #5'S, TOP IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX - 1T/1 M/0B INDICATES A DOUBLE BOND BEAM Z OF #5'S, BOTTOM AND XFXX - 1T/OM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX - 1T/1M/0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL AND XUXX - 1T10M/0B INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL NOMINAL PP1[►CZ PRE -CAST WINDOW SILL TYPICAL MASONRY WINDOW SILL CONSTRUCTION 8x8 BOND BEAM W/ (1) #5 BAR GROUT SOLID FROM — LINTEL TO TOP OF BOND BEAM, IF FILLED LINTEL. 8x8 PRE -CAST CONCRETE — LINTEL W/ (1) #5 BAR (1-2) LENGTH OF BAR = WIDTH OF OPENING -2" OR 8x8 PRE -CAST CONCRETE LINTEL, W/O STEEL (1-1) REFER TO PLAN FOR LOCATIONS 8x16 DEL. BOND — BEAM W/ (1) #5 BAR EACH COURSE BOND BEAM n1/ s TYP.8"x16" BOND BEAM OF OPENING SEE NOTE 5 MASONRY 11 (�,� BEAM DESIGNATION SCALE: 3/4"=V-0" L0191i1:1q►11,110 PRECAST HEADER(MIN) 2x4 (MIN 2 X 3) 1-3/16 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 1-1/4" EMBEDMENT 2x6 (MIN 2 X 3) 2-3/16 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 1-1/4" EMBEDMENT 2x8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. END EMBEDMENT SINGLE #5 CORNER BAR, 30x3O TURNED UP OR TURNED DOWN INTO FILLED CELL STEEL REINF. OF BOND. BEAM —7/16" OSB SHEATHING �CMU WALL ARCHWAY FRAMING DETAIL CHANGE IN 7 ELEVATION STEEL REINF. OF BOND.BEAM PROVIDE #5 BAR EACH SIDE OFNELEVATION OF BOND BEAM Reviewed for Code Compliance Universal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W Chi w 23 A F A E: ti SSUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #100 PROJECT# 04321.201 100R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA NOV 0 9 2021 MICHAEL C. ANDEFOON AR NO 17305 PRINT 2103 DATE: 11 / / SCALE: 1 /4"=1' — 0" SHEET Ste 1A "LO CONCRETE" / "CA T-C " / °° LI " SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 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 1TYPE 8/8-IT 8/20-IT 8/32-IT 31-6" PRECAST 30-.6" PRECAST '41-0" PRECAST 4�.Ow PRECAST 41-6" PRECAST 40.6110 PRECAST 1 • . 1 ♦ I 1:. " PRECAST r 59-10" PRECAST 51-10" PRECAST 61-6" PRECAST • 1 1 10'-6" PRECAST 10,-6" PRECAST ' 1 1 1 12'-Om PRECAST 12'-0" PRECAST PRECAST r14'-0" PRECAST131-411 PRECAST W-011 PRECAST ..166 ,1142 r PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 19-0130.13 Reviewed for Code 93 Compliance Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 W w a U W O FI rJ q I h Q 9 B • CREEKSIDE PHASE 2 LOT #100 IM ROJEC'T# 04321.201 100R1 ODEL:4EBB "1828-CALT" GARAGE SWING: LEFT S r 2021 AR NO 17305 PRINT 11 03 21 DATE: / / 1 SCALE: 1/4"=1'_0" 1 v�-q?iEET FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W1(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, FILLALL 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" ° 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 U-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 LEIS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN, GIRDER/TRUSS TRUSSES W/2X4 W/2X6 BOTTOM BOTTOM CHORD CHORD 2x4 SCAB NAILED TO DIAGONAL TRUSS BOTTOM BRACING/BOTTOM CHORD W/MIN (4) 10d CHORD BRACING NAILS FOR EACH CHORD CONNECTION DISSIMILAR BOTTOM CHORD BRACING @ END TRUSSES W/2X4 BOTTOM CHORD DIAGONAL — BRACING/BOTTOM CHORD BRACING GIRDER/TRUSS W/2X6 BOTTOM CHORD 2x4 SCAB NAILED T( TRUSS BOTTOM CH W/MIN (4) 10d NAILS FOR EACH CHORD CONNECTION DISSIMILAR BOTTOM CHORD BRACING @ MID RUN el wTs TRUSSES W/2X4 BOTTOM CHORD BRACING/BOTTOM CHORD BRACING CONNECTOR SCHEDULE CONTROL DATE: 01/21/2021 MiTek USP SIMPSON MITek USP SIMPSON DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER FASTENER HTA 16-I8 1625 META-16 1450 (8) 10d X 11/2" 1-PLY, (7) 16d 2-PLY, EMBED 4" (8) 10d x 11/2" 1-PLY, (6) 16d 2-PLY, EMBED 4" (2) HTA 16-18 2430 (2) META-16 1985 (12) 10d x 11/2" 1-PLY, EMBED 4" (10)10d x 11/2" 1-PLY, EMBED 4" HTA 16 1870 HETA-16 1810 (10) 10d X 11/2", (8) 16d 2-PLY, EMBED 4" (9) 10d x 1 1/2" 1-PLY, (8) 16d 2-PLY, EMBED 4" HTA 20 1870 HETA-20 1810 (10) 10d x 11/2", (8) 16d 2-PLY, EMBED 4" (9) SOd x 11/2" 1-PLY, (8) 16d 2-PLY, EMBED 4" (2) HTA-20 2430 (2) HETA-20 2035 (12) 10d x 1112",1-PLY, EMBED 4" (10) IOd x 11/2" 1-PLY, EMBED 4" 2500 (SO) 76d 2-PLY, EMBED 4" (12) 16d 2-PLY, EMBED 4" ki Z LUGT-2 1655 LGT-2 1885 BLK (5) 1/4"x 3" Wedge-Bolt+Anchors; WOOD (16) 10d (7) - 114" x 2 1/4" TITEN, WOOD (16)16d LUGT-3 3380 LGT3-SDSZ.5 3480 CONC (4) 3/8" X 5" Wedge -Boll Anchors, WOOD (12) WS25 (12) SDS 1/4"x3" TO GIRDER, (4) 3/8" x 5" TITEN HDTO WALL DHTA-20 2430 DETAL-20 2480 (16)-10dx11/2, 1 PLY ALTERNATE USE OF(2)HTA-20 ACCEPTABLE (18)-10dx11/2, 1 PLY ALTERNATE USE OF(2)HETA-20 ACCEPTABLE MUGTIS+ 3945 MGT+ 3965 (1)5/8"A.T.R. IN HI GH STRENGTH EPDXY (MIN. 12" EMBED),(22) 10d TO WOOD) (1) 5/8" A.T. R. I N HIGH STRENGTH EPDXY (MIN+ 12" EMBED),(22) 10d TO WOOD HUGT2+ 9575 HGT.2+ 10690 WOOD (8) 10d, MASONRY (2) 3/4" A.T.R (2) 3/4" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (16)10d TO WOOD HUGT3+ 9860 HGT-3+ 10690 WOOD (8) 10d, MASON RY(2) 3/4" A.T.R (2) 3/4" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (16) 10d TO WOOD LPTA 1510 PARALLEL TO WALL 1470 PERPENDICULAR TO WALL LTA2 1210 PARALLEL 10 WALL 1210 PERPENDICULAR TO WALL (10)10dx 11/2" (10)10dx 1-1/2" MUST15 3945 IVGT 4940 Ill) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN, 12" EMBED), (4) 10d TOP/(6I 10d FACE/(12) 10d BACK OF TRUSS (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN, 12" EMBED), (16) SDS 1/4"0" HUGT 9575 (2)VGT 7185 (2) 5/8" A.T. R. I N HIGH STRENGTH EPDXY (MIN. 12" EMBED), (8) 10d (2)5/8"A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED),(32) SDS 1/4"x3" MTW 12 965 MTS-12 990 (14) 10d x 11/2", (14) SOd (14) 10d X 11/2" HTW 16 1355 HTS-16 1310 (16) 10d X 11/2", (16) 10d (16) 10d X 11/2" HTW 20 1355 HTS-20 1310 (24) 10d X 11/2%(20) 10d (24) 10d X 1112" HTW 24 1355 HTS-24 1310 (24) Ind X 1 1/2", (20) 10d (24) 10d x 11/2" LSTA 12++ 930 LSTA-12++ 925 (10) 10d (10) 10d L5TA 18++ 1235 LSTA-18++ 1235 (14) 10d (14) 10d MSTA-18 ++ 1310 MSTA-18++ 1315 ](14) 10d (14)10d MSTA-24++ 1640 MSTA-24++ 1640 (18)10d (18)10d MSTA-30++ 2065 MSTA-30++ 2050 (22) 10d (22) 10d MSTA-36++ 2065 MSTA-36 ++ 2050 (26)10d (26)10d KST1236 2765 MSTI-36 3800 (36) SOd X 11/2" (36) 10d X 11/2" KT51248 5105 MSTI-48 5070 (48) 10d X 11/2" (43) 10d X 11/2, LFTA6 980 H6 1055 (16) Ed x 1 1/21T, (16) Sd) (8) 8d TO PLATES, (8) 8d TO STUDS SPT4 875 SPA 825 (6) Ind TO STUDS (6) 10d TO PLATE (6) 10d x 1 1/2" TO STUDS MP34 525 IN Fl @ 160% A34 430 (4) 8d x 11/2" TO BEAM, (4) 8d x 11/2" TO POST. (4) 8d x 11/2" TO BEAM, (4) 8d x 11/2" TO POST. HHCP2 680 HCP2 590 (10) 10d x 11/2" TO TRUSS, (10) 10d X 11/2" TO PLATE (12) IDNI X 1112" RT16A 1020 H10A 1040 (9) 10d x 11/2" TO TRUSS, (8) 10d X 11/2" TO PLATE (18) IOd X 11/2" MUGT15&PHD4A 4175 VGT&HDU4 4940 (28)10d TO TRUSS, (10) WS3 WOOD SCREWS TO POST W/ 5/8" THREADED ROD (16)-SDS I/4"x3"TO WOOD, (10)-SOS 1/4"x21/2"W/ THREADED ROD, (2) NUTS/WASHER/2 PLY MUGT15 & PHD4A 4175 VGT& HD7B 4940 (28) 10d TO TRUSS, (10) WS3 WOOD SCREWS TO POST W/ 5/8' THREADED ROD (16)-SDS 1/4"x3" TO WOOD, (3)-3/4" STUD BOLTS W/ THREADED ROD, (2) NUTS/WASHER/2PLY PAU44 2535 6775 ABU 44Z 2300 7750 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONIC, (12)16d TO WOOD (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC., (12) 16d TO WOOD PAU66 2455 16005 ABU 66Z 2190 18205 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONC., (12)16d TO WOOD (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MI N. 7" EMBED.) IN CONIC, (12)16d TO WOOD LT519 +++ 1205 LTT19+++ 1310Ill) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONC., (8)I0d TO WOOD (1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC., (B)IOd TO WOOD rr� LTS20B+++ 1100 LTT208+++ 1500 Ill) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN, 7" EMBED) IN CONC., (10)10dx 1-1/2 TO WOOD (1) 1/2" A.T.R. IN HIGH STRENGTH EPDXY, (MIN, 7" EMBED.) IN CONC., (10)10d TO WOOD HTT45 4160 HTT4 4455 . (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7" EMBED) IN CONC., (18) 16d X 21/2" (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN, 7" EMBED,) IN CONC., (26) 16d X 21/2" HTT45 5005 FITTS 5090 (1)5/8"A.T.R. IN HIGH STRENGTH EPDXY (MIN.7" EMBED) IN CONIC.,(26) 16d X 21/2" (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN.7" EMBED,) IN CONC.,(26) 16d X 21/2" UPHD11+ 14395 HHDQll-SDS 2.5+ 11810 (1) 1" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10" EMBED) IN CONC., (24) W53 WOOD SCREWS (1) 1" A,T.R. IN HIGH STRENGTH EPDXY, (MIN. 10" EMBED.) IN CONC., (24) SDS A" x 2W, WOOD SCREWS PHDSA 6525 HD]B 6645 (1) 5/8" A.B. IN HIGH STRENGTH EPDXY, (MIN 7" EMBED) IN CONC. (14) WS3 WOOD SCREWS (1) 7/8" A.B. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC., (3) 3/4" STUD BOLTSTO WOOD TDXB 7870 (1) 7/8" A e IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONC. (3) 7/8" STUD BOLTS TO WOOD NFM35X12U 2580 7130 MBHA 3,56/11.25 3475 5330 (1) 1/2" 1-BOLT W MIN 6" EMBED & NOT LESS THAN 4" FROM EDGE OF CONC W/3/4" DIA ITW RAMSET/REDHEAD DYNA BOLT SLEEVE ANCHOR OR EQW/MIN 5"EMBED INSTALLED IN FACE. U4)10d AT101ST (1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.75" EMBEDMENT) IN C.M.U. TOP, (1) 3/4" A.T.R IN HIGH STRENGTH EPDXY, (MIN. 6.75"EMBEDMENT) IN C.M.U. FACE, (18) Lod TO BEAM HUS4121F 3615 2710(100%) HUSC412 (WOOD) 3435 2635(l0O%) 16d TO HEADER, (10) 16d TO WOOD (10) 16d TO HEADER, (10) 16d TO WOOD 3325 (125%) 3220(125%)(10) IW9 HD4101F (EMD) 1950 3080 HUC410 (CMU) 1600 4500 (18) 1/4"" x 3' W53 SCREWS, (10) 10d TO WOOD. USP (20) 3/16"" TAPPER+, (10) 10d TO WOOD (18) 1/4 x 2-3/4.. TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: HD210-21F (CMU) 1950 3080 HUC210-2 (CMU) 1800 4500 (18) 1/4"" x 3"" WS3 SCREWS, (10) 10d TO WOOD. USP (20) 3/I6"" TAPPER,, (10) 10d TO WOOD (18) 1/4" x 2-3/4" TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: HD210-31F (CMU) 2795 5015 HUC210-3 (CMU) 1800 4500 (18) 114"" x 3"" W53 SCREWS, (10) 10d TO "" WOOD. USP (20) 3/16 TAPPER+, (10) 10d TO WOOD (18) 1/4 x 2-3/4" TITEN (9 PER FLANGE) TO CMU, (10) lOd TO WOOD: LGUM26-2 2125 6065 LGUM26-2-SD 1430 5595 (4) 3/8" X 4" Wedge-Bolt+Anchors, WOOD (4) WS3 WOOD SCREWS (4) 3/8 x 4 TITEN HD ANCHORS (2 PER FLANGE) TO CMU, (4) 114 X 2-1/2 SDS SCREWS TO WOOD Q FRAMING PLAN SCALE: 1/4" = 1'-0" Reviewed for Code Compliance U rke9al cn,,,,ering &,rL,DCeb ✓4 U 0 Q 0 N 0 Z m 0 U 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W U W 0 Er a v A E A k ti k N Q SUHDIV. & LOT: CREEKSIDE PHASE 2 LOT #100 PROJECT# 04321.201 100R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: FRAMING PLAN 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA NOV 0 9 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 11 03 21 DATE: / / SCALE: 1/4 1:1=1f- 0" SHEET S 3 A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 2" NAILS TO TRUSS B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x 1 2" NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 �' NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12) 16d x 3 �' NAILS TO GIRDER 1x2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3) 16d GALV. COMMON NAILS. 1x2 SECURED W/ 10d GALV. COMMON NAILS 12" O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP #2 2" x 4", 6", 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES @ 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) 1 aX1 bb1 c GIRDERLCONNECTOR(S) DEPTH 1/4*D 0 HOLE EDGE >5/8" HOLE DIAMETER < 2/5*D SGL STUD OUTER 1/3OF SPAN ONLY BTM.- PLATE OLE EDGE >5/8" HOLE DIAMETER < 3/5*D DBL. STUD Fla ilk I . . •fig SCALE: 1 1 /2"=1'-0" ENGINEERED WOOD TRU @ 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW ANDAPPROVAL (1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 Z" NAILS TO GIRDER. PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR 1x2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/(3) 16d GALV. COMMON NAILS. 1x2 SECURED W/ 10d GALV. COMMON NAILS 12" O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2" x 4", 6", 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN WITH (4) e" x 5" TITEN HD TO CMU AND (12) SIDS " x 212" TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH (2) 2" x 5" TITEN HD TO CMU AND (18) SDS 4" x 3" TO GIRDER C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH (2) J" x 57ITEN HD TO CMU AND (18) SDS 4" x 3" SCREWS TO GIRDER (EACH TIEDOWN) ENSURE THAT CELLS ARE GROUTED SOLID, 8" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) 3/4"=1 6'4" MAX (W/1 X4) OR 10--0" MAX (W/2X4) 1 x4 . MAX., OR 2x4 BTM. CHORD BRACING 10'-0" O/C MAXSECURED W/ (2) 10d COMMON NAILS AT EACH CHORD INTERSECTION TYP BTM. CHORD BRACING SCALE: 3/4"=T-0" # 1100 UPLIFT SIMPSON - HTSM20 W/10 10d TO TRUSS AND (4) 1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/10 10d TO TRUSS AND (4) 1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL 1x4 DIAGONAL BTM. CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES END WALL OR OTHER END TYPE CONDITION, IF DEPICTED SEE PLAN SCALE: 3/4"=1'-0" PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2" COVER & 2" APART (2) 2X4 No.2 SYP DIAG. — BRACE W/ (3) 12d @ EA. TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0" (1) "X" BRACE 30'-1" TO 60'-0 (3) "X" BRACE (1) "X" BRACE @ CENTER (2) "X"BRACE DIVIDED EQUALLY FROM CENTER TO END. 2x WOOD FASCIA, - SEE ARCHITECTURAL PRE-ENG GABLE TRUSS STIFFBACK (AS PER TRUSS ENG) SEE SCHEDULE FOR BOND BEAM REQ. 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'-0" O.C. (AT SHEATHING SEAMS) SECURE 2x PT. PLATE TO BLK W/ 1/2" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX CONT. 2x4 SECURED W/ (2) 10d's @ EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. BLOCK WALL W/ GABLE END PRE_CA G'D TRUSS SCALE:3/4"=T-0" THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/4"=1'-0" Reviewed for Code 93 Compliance Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591. www.abdesigngroup.com AA #: 0003325 W U W 0 F a W Q ti A F; ti NI SLTHDTV 8e LOT: CREEKSIDE PIIASE 2 LOT #100 PROJECT## 04321.201 100R1 MODEIx 4EBB "1828—CALL" GARAGE SWING: LEFT PAGE: DETAILS 160 M'.PH EV. C { PRINT 03/ 11 21 DATE: / SCALMO: 1/4ff SHEET Sae I A PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR LOCATION SECURE 2x6 PT. PLATE TO BLK W/ 1/2" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. ATOC MAX. G SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX n 0 PRE-ENG'D WOOD TRUSS (TYP) @ 24" O.C. MAX FOR STRAPPING VERIFY W/ TRUSS PLAN CONC. POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2) 10d's @ EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. waim. NOW== SCALE: 3/4"=1'-0" E9Reviewed for Code Compliance Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SURDYV. & LOT: CREEKSIDE PHASE 2 LOT #100 PROJEC T# 04321.201 100R1 MODEL,: 4-EBB "1828-CALI" GARAGE SWINQ: LEFT PAGE: DETAILS 160 MPH EXP. C Ora I �. PLO;I `-_u DATE 11/03/21 SCALE: 1/41)=11-0" QpppQpppp QpQpppppp VTCR SPACING (1) AT EACH END QQQpppppp p p 2x4 BLOCKING BETWEEN TRUSSES VTCR AND 6'-0" O.C. MAX, ppppV (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3) 12d @ EA. 4'-0" O.C. (AT SHEATHING SEAMS) TRUSS (DIAG. BRACE TO COVER 6 TRUSSES) 7 0'-0" TO 30'-0" (1) "X" BRACE pppppOppp 30'-1" TO 60'-0 (3) "X" BRACE PRE-ENG GABLE TRUSS ppppppppp (1) "X" BRACE @ CENTER \ ppGpQpppQ (2) X' BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB -BAND \ FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH o (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. SIDE VIEW 1x2, 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 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 ANDAPPROVAL SECURED W/ (2)12d's@ PRE—ENGINEERED MASONRY BOND BEAM EACH TRUSS VALLEY TRUSS CONNECTION SEE SCHEDULE GABLE END PRE—ENG'D TRUSS SCALE: N.T.S. W/ HIP RETURN SCALE: r'sf"`' ReaiFw,ed fur Code , Carnnlia�re Universal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W 04 U W Oti a W A ti q F SvsDIV. & LOT: CREEKSIDE PHASE 2 LOT #100 PROJECT# 04321.201 100R1 MODEL: 4EBB "1828—CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA MICHAFLV C: ANDERSON AR NO 17305 PRINT 11 03 21 DATE: SCALE: 1 /4"=1' — 0" SHEET S3 o l u :1 GABLE - END HIP ROOF �r�F ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 52.70 PSF (62.70) ZONE 3 = 60.50 PSF (70.50) ZONE 2e = 60.50 PSF (70.50) ZONE 3e = 69.80 PSF (79.80) ZONE 2n = 69.80 PSF (79.80) ZONE 3r = 83.80 PSF (93.80) ZONE 2r = 69.80 PSF (79.80) "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 FOR ASPHALT SHINGLE ROOF, USE MIN 19/32" STRUCTURAL SHEATHING EXP 1 (40120), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19/32" STRUCTURAL SHEATHING EXP 1 (40/20).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL REQUIREMENTS SIZE HEAD LENGTH DIA. TENSILE STIR. SHANK ASTM 10d RING SHANK, 2 1/2" 0.131 F1667 SCREW SHANK 170,000 RING (16-20 RINGS RSRS-03 8d RING SHANK, 2 3/8" 0.113 F1667 SCREW SHANK PER INCH) RSRS-01 8d RING SHANK, PNEUMATIC 2 3/8" 0.113 F1667 RSRS-01 SCREW -NAILS EXTERIOR SHEATHING USE 1/2" CDX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. ROOF SHEATHING ATTACHEMENT SPACING ZONE 1: 10d NAILS @ 4" O.C. ON EDGE AND 6" O.C. IN FIELD ZONE 2e, 2n, 2r: 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. INFIELD ZONE 3,3e, 3r: 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 8d RING SHANK GUN NAILS 04" O.C. TOP & BOTTOM EDGES `v aJa Y0 = O 0 W z Q U w0 0 z m TYP. EXT. SHEATHING ATTACHMENI HEATHING RAFTER OR TRUSS ROOF SHEATHING z 0 0 m BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE: GABLES -DROP GABLE END & (1) ADD'L DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16"O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE C10d RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT" TABLE FOR FIELD SPACING #8 2" DECK SCREWS @ 6"-8" O.C. MAX @ EQGES & 12" O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING fYP. 3/4" T&G SUB -FLOOR CIECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33=3M. MAXIMUM AGGREGATE SIZE SHALL BE 3/4". STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION VVITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES DEPRESSIONS AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, TMS 402/602-16 AISI SPECIFICATION FOR THE DESIGN OF ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES FORM -WORK: SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE, NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION,°RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN''/" OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAVINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL. DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2 THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE, SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES, DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM A1064/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOOD TRUSSES: ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION BE SUPPORTED WITH 2" CHAIRS SPACED 3'-0" OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615A615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "BCSI LATEST EDITION" ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 psf TOP CHORD -non-concurrent REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" WOOD TRUSSES. 10 psf BTM CHORD -non-concurrent #5 BAR - 30" #7 BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36" x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88: 1990. 2 psf TOP CHORD pat TOP CHORD 0 p (7 psf w/ ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 psf BTM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 10psf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED MPH 3- SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE (FBC 020) EXPOSURE C, RISK CATEGORY II) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY& ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL ATTIC LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: BIT UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT WITH STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES, THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40psf MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY 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 OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE I'm = 2000 PSI. BLOCK SHALL BE PLACED USING 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 DRAWINGS SUBMITTED WITHOUT REVIEW VVILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION: TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557, TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT CEO -TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: A36/A36M, Fy = 36 ksi FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A500M, GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S, Fy = 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5"+/- PRIOR TO THE ADDITION OF PLASTICIZER. SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. 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. ETC, CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A. 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER: 1-1/2" FOR #5 AND SMALLER 2" FOR #6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER Reviewed for Code 3/4" FOR SLABS, WALLS AND JOISTS Compliance 1-1/2" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS tu Universal Engineering Sciences FASTENER SCHEDULE WINDOW AND DOUR BUCK FASTENERS FASTENER APPLICATION SIZE TYPE SPACING REMARKS APPLICATION SIZE TYPE SPACING REMARKS 1x2 PT FURRING TO CASE HARDENED COIL 8' O/C GARAGE DOOR BUCK 1/4" DIA. TAPCON MASONRY 1 1/2" EMBED., 4" END DIST., MASONRY/CONC. NAIL 1 1/2" LONG. TO MASONRY/CONC. NO WASHER FASTENER 8" O/C 1 7/2" EDGE DIST. SGD, AL. EXT. DOORS CASE HARDENED COIL 9" O/C WINDO FASTENED GARAGE DOOR BUCK 3/8" DIA. OR O/C (3/8" DIA) 4" EMBED., END DIST, Ix PT, SEE NOTE 6 NAIL 1 1/2" LONG. STAGGERED MASOR/ INTO MASONRYlCONQ. TO MASONRY/CONC. 1/2" DIA. EXPANSION BOLT 24" 24" O/C (1/2" DIA) E 3" EDGE DIST. w/ WASHER WINDOW BUCK CASE HARDENED COIL 9"0/C WINDOW/DOOR/FASTENED METAL STRAP TO CONTACT THIS ENGINEER FOR SPACING 1x PT, SEE NOTE NAIL 11/2"LONG. STAGGERED INTO MASONRY/CONC. MASONRY/CONC. REQUIREMENTS EXT. SWING DOOR (2) 3/16"DIA. "TAPCON" 18" O/C 1 1/Z' EMBED, 8" END. BUCK 2x PT, SEE NOTE 6 NO WASHER FASTNER DIST., 1 1/2" EDGE DIST, 2x PT WINDOW BUCK 0.138" PAP x 2 118" 9" O/C 4" END. DIST, 1 1/2". PT TO STEEL COL., SEE W/ WASHER STAGGERED EDGE DIST. NOTE 6 NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5, FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 S4JBDP17 & LIC CREEKSIDE PHASE 2 L0T #100 PROJECT# 04321, 201 100R1 M[ODEr.�1 D `t.EBI3 '1828-CALI GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C 2021 'AICHAEL C. w i • r • PRINT DATE: 11 03 21 SCALE; 1/4"i_V_001 SHEET 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 h W W 0 0 ju 4 La 2 o J F o a tY � 0 q U � w h � Q N F ti SLJHDIV. & i om EXPRESS MASTER PA PROJECT* MODELo EXPRESS SHINGLE GARAGE STOMG: PAGE: 160 MPH EXP. C ARCHITECT STATE OF FLORIDA FFg 1 1 2022 MICHAEL C. ANDERSON AR NO 17305 DATE: /09 02 02 DATE: / SCALE: 1 /4"=1' — 0" fsl N SplpS REP' DEKSPTON CAS L: RI-V SLII WJ I L'i S h B ANII G-1AL C C9/:I A-PFWTJ _U At NO -ES: - r _ 1 HL PRO"UEI . SHOWN F-ERLIN IS C�.wSIC.NLD ,NND MA'1J-K:IURLD C COMPLY W IH LOUIKEMEN IS CF -I_ h _:JR LA BUILUI J.: CODE. /I 11 2 MOD FAfi AND 0 S HUC'. URF. FRAEANG_ A'S MASONRY O N NGNELD AND IST 1 P11 P RLY RAtShh4 A I AlI RCSrONS E LITY OF T _ A-ICIIITX7 OR DIG NC_R OF RCCCIRC. 0 0 _ '1 3. ALLOWABLE STRESS INCREA$E OF 1/3 WAS NOT LS=D IN DESIGN! 4F THE .PRODUCT _ 3,g' EHMAYN 1-E=+EII%L 'RIND ARC DURATION FAG OR Gd=1.6 A4A5 USED =0R WCCO ANC -OR _ n. n n I :'Al CUI AI 0\1s. Il II II I II 4 -RAMC MA-CRI.AL: COLD POL-ED FORA A_JMINUIV 3105 1128. 5. =QR ANCHOR NO INTh WOOD FRAMING OR 2X BUCK USE 1 3/4' TRIM PAINT=D STAIN-ESS £ STEEL NAILS WITH 1/L' HEAD DAM7ER, 3/L„X-,1L' CROWN OR 5TAPLES, REF=R -0 DETA -5 A 6, C, AND E =0R MINIMUM EMBEDM=NT AND S=ACING. 6 OR .ANCIIOnNG INTO MASONRY/CJNC" C WIT C.,T TUC'_0 USE AS7 K5/6' T OR STJ5 NAIIS, OR ANCHC:RIN; INI7 MASOMIRY/CONCR-Ilk WII-i SI;J „I.)0 IiSF 047"H1-1,£." I OR 4. 9/32--I.7/8'I-- 4 97'32" 7/BSTIIR NAII S R=F P. -0 ITFTAI C =0P MINIMUM FMIRFOM=NT AND F• AGING. I I7. ALL FASTON A -O OC 5-1ALL10Pt S7A_L DI S. NSTAL nT IN ANCHORS SHALL BE INS -,°_LED IN ACCORDANCE WIT ,"+NCHOP. hAANU-AI'I .R-R'S INS All A ION INS RIM IONS ANa ANCHORS S-.41I N2, I R UST(; t 71.1RSTRATF= WTH 5TRFNGT S I -SS THAN T-F bit MUM S`RFN.GTH P=CIF=7 BF Ii is t 160ALUMINUMSOFFIT-SOLID AND VENTED A. YDNC —MIN MUM SPEC C GRA IV C= c 0,42 51D5HBOALUMIINUM.©lIrTWOR B. CONORCT_ - Y.INIMUM..CCMPRCOAN STO ST CF 3,192 p51, C'. hARaO`J'}Y - a RCNC:TII oONFC+1MAPIGC TO AS-N 0-9r; GRA➢C "J, 1 SCR GRCATCF:!. VENTED VERSKJN VENTED AREA: 20 -15 MI -AFAR FOOT DESkwpRFSSIREIRATNWG 1MPACTRAWR DE'SIGNPRESSURE RATING NPPACTAATAW VEW1NPRESWVRERAT1W, IMPACT RA7MWG i64.2PSF tX10.w t38:4PSF NONE ±31.1 PSF I MAW NM'ENkJS"AL+.EO,Ti i2"ovERrM1a3 157ifYN INSTAiL_F01N 10'OYEAVC4N0 1044EN iNSMU. A AV 44•OMEAHAIVS f —i F CHANNEL 5103-NW ALLW1NL1M.012"TH CIi 1J2" CSSFI .I CHANNEL 3105498 ALUAffNUM -V12' TFRCR -RAMF HER e�ING 3Y OTHERS TI 115 5 NOT A.. BRACE THIS S PART OF ROOF TRUSS S1aT=1T I L._ tLA SEE .E-ALS A, = AND C:. _H-EI 4 12" OVERHANG r 12" OVER( LANG INSTALLATION DETAIL -A?-E OF CONTENTS NU. DES::HI:^' IUN PROFILE5 AND NOTES c INS-•.AI-LATIOV DEALS AND.00MPONEN Will DING B- CT---RS IIIS IS ND A 3RA.CE -HIS IS PART OF RO'3= -RUSS SYSTFM - SEE ` SE_ DETA C DETAILS u SF= - SHtE1.1 JF LNI !; _...--J'--- SH H IA�SHF- I 16" OVERHANG 16" OVERHANG INSTALLATION DETAIL Al PHA Al UM HUM INC, 1710 PREMIER ROW ORI ANDO, F I S9809 16N AIUMINUM SDFh11 °ROF LES AND NO-"S D'MGNO. ,L. 08-1)21 98 AI.0 NTS ',:urc 08/05/13 1 01 L A08ERTG LAMAS P.E. IOWWO] FtJR!]R➢ L£W78VXLE. N627= asA-aeA-C6RI ,�ma®ve xm 4 R ti DES:RIPnON ,. 1t_VISLJ NAILSG.AND =P.AME BIJ -DING °Y O-H-_Rc EXTERIOR 1 SFF FTA.II S A. B AND C SHEET 4 C SIGNED0.%2&t2021 Lu s R. Lomcs': P.E. rL No.: 62514 LATE raP3OVED C' :1fr/1 !/2[321 R.L. -HIS IS NOT A BRACE -ills Is FAI"f- or ZCC'- TRUSS SYSTEM 1.X FURR NC•"' STRIP SFF T) G+II i SHEET 4 SE_ DETAI_ C SHEET G 1,,, MAX 2L" UYEP114.NG 24" OVERHANG INSTALLATION DETAIL A_PHA ALUMINUM INC, 171D PREMIER ROW S.AN�O, =L 32808 16" ALUNINLIV SOFFI- INS"ALLATION DC -A LS MAYIN 11V+n Nn. RfV VA ,: 08-0719B C A I NTS 'm"' 08/05/13 sr-f' 3 OF 4 14M $10NED: 0912232021 1_61s R. Lamas P.C. FL No.! 62514 BILL. OF MATERIALS REVISIONS I NO.: PART NUMBER DESCRIPTION I MANUFACTURER MATERNAL Rry 111MMI Oh I war u-v w') 1 SOFFIT Al PHA Al I1MINilM Nil AI IIMINI IM 3111fi-H911 2 FCNANNFI ALPHA ALUMINUMNG ALUMINUM.310r✓H!28 C RF'JISFIi N^TFS A.Ifi s AraE 1?FTAI .0 f14/'T/7n71 R.r 3 JCHA NEL I ALPHA (ALUMINUM NG ALUMINUM 3113b H28 Day FRAME BUILDING RUII sIN, R" C}-HFR? 6" OTHERS h riAldF 3UII DIN!!' h- . BY 0 HEk'S � --� ma x_ - +� 7111S IS NOT A ORAC.J �. -` �.. Till$ IS NOT A BRACE THIS IS N;jT A BRACE �xa, �I THIS IS PART OF - - THIS IS 'ART OF IHIS I� �i Rl Oh R _ F'33= -RUSS SYST=A+ ?7fI TR LI55 S STFF. ° - HCCF ]RUSS SYSI-M - -' ��' � 'tea 'A y ,� 'y A £XTERVOR i A A 1 x'. FURRING t A 4 �� --F 1 SFr �� SF= y�, +9 5-P.I? S=F A- SF- I ? S=F t-Q) DETAILS O=T.NL E .= ILS DETAIL E —J DETA At -NL E Fa D AND C 5 IEE- 4 A, 1, AND C SIIET L A, B AND C A SI CZ L _ .CT 4 SHEET y Y 11 SE= DETAIL D 12° OV=RHA\C. 1.E" M RHANC SF-E_ 4 12" OVERHANG INS TALLA TION DETAIL 16" OVERHANG INSTALLATION DETAIL 12" MAX o.C. 24' 04=RHA:NG 24 OVERHANG INSTALLATION DETAIL 1/4' MIN LPAB_DMENI. ._,.. 1 3,4" TRIM PAINTED SS NAIL EAD :IAA+_ -ER I OGP.I F.i. 7••• MAX.. C).C. DETAIL A WOOD FRA MUM JAf37ALL9TM 1'W' P CHANT' R AND NAILS IN00lJ PRAMA'G MISTALLaT14M W FOHANNEL ANP STAPLES 5,/8" MIN CMBCDM_NT .cv5 X 1 1/2" NA MINIMUM UH S. UB NA L LGGAI_D 24" MAX C.I.C. 5-uCCU FIN SH OY OTT ICRS MASONRY/CONCRETE BY OTHERS 3 j5 MIN EGs_ DIS ANC= SENED. 09:+23M,21 ALPHA ALUM 1c1 O M INC. OgEMILRROW 02-ANDO, FL 32809 ` ,.,.*rti�tiE14� . �i.•* 15" ALUMINUM SOFFIT �*W-A = 14S ALLATION DETAILS : �;. MAWNT DWG W. %,I s 0R104t C`1� 9OALE wTe Q8 0219$ O N,, ul y NTS 05/05/13 2 OF 4 r AIJBCA7,01tf d $ A9.. _I, Is R. Lamas P.L. 1rx�RnlrwuxswrLr , ucraoea FL No.; 62514 s44fiYDR-Abnia�mm 1: 3/4' ISM PAIN1_D SS NAIL W/h/16F-A!DIALIF F,( (') P1r PAN'C_ 1 DETAIL D PURRING STRIP INSTALLATION 241 O VE J4f WO -A5CIA 3/4_X1/4" CROWN $-AFLES 10CA1-D 94" MAX 0_C_ IN DAMOND PATTER\ r4"Xi,/4' CROWN STAPI r '} PF R Pl'kNF MIN EMBEDMENT 1X OR 7X GCK' " 3/4 XI14" CROWN STAPLE O R S/R"R 3/8" S YlR h -OCAT_ (1; AT EACH GROOV= 1 /4" FASCIA JP — f 1 3/4" TR M PAINTED SS NAIL 3/6" MIN A4/E,/IE.'- F=ACS 01A MFTFR FDGF DISIANL'h _OCAT_D 24" MAX O.C. DETAIL E WOOD FRAMING1AC9T4LLATX W .5/6" MIN FASCIA SRIE -: F(}(,F DISTANC- I W/F CHANNFi AND NAILS. AEFER 70 NOTES FOR EM9EDMUNT' Y `CAE NTS IaEJslcns Rry CI-q('RPTION CAT A=PRWM C RFVSFI) MITTS F. .t. S AND r,-TAI C 114/17/7C71 :U. DETAIL 0 VI+'DDOD FRANIUW6 INSTALLATnV KI7%d-CHANNE1 FDOF LIHFPS 3/L"X1/4 CROA+lNl5-FPL fUi S/H"X3/8" SIA*IF LOEATCD 24" MAX, O.C. J-CIIANNC_ TO BE =LS,SH 'KITH FASCIA FASCIA BY OTHERS "tm waei for Code: CompNance 3/B" Universal EnginearimP.. BE WEE Sciences STAPL_5 3,/8'3-W=CN STAP_E5 DETAIL F STAPLE VIAMO W£J PATTERN ALPI IA ALUM NUM INC. 1710 PREMIER ROW ORLANDO, FL 32SCS 16" ALUMINUM SOFFIT INSTALLATION DETAILS DMA ND. D8 D219$ Da-: 08,/05/13 SHE�4 OF 4 r�� I+tiu1n,=cwo Rn 1 Ew',�-wLr A: nK` 7x�3 C .SIGNED: p9N &M21 Lu`s R. Lomcs P.E. rL No.: 6251A 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 WINW.a bdesigngroup.00m AA #: 0003325 F W N O W F Q O E, Q Vl q Q U A � ti SXYBDIV. 8o LOT: EXPRESS MASTER PA PROJECT* MODEL: EXPRESS SHINGLE G ARAGE19M i4: EXP. C ARCHITECT STATE OF FLORIDA FEB 1 1 2022 M ICHAEL C. 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Fteplta +133,5 + +76.3 WiA-36792 Vemed-3678} .117.0 -14Ld ' -101.1 ilumSuutTripk4 (Alt1min=)I2",W1s +133.5 -006.8 +'74.3 S'W-04G87 C'C4WV=l-366U -133.5 -106.41 -7G3 Fo0 vent • 36689 Dtu WillTirl&4 (Aluminum) Jr.M.vlcs +333.5 r106.8 1-763 solid -56617 -177.0 -iMl•6 -101.1 cnnterVmt-3064S Lrull Vent -3629 A13T4(.klttmjnem)12",NailsSolid-25768 +115.7 +92,5 (knter VewW6769 Vcomd-3i M -I15,7 -92.6 • -46.1 .012 T4 (Al.m !=u 12", Slsplea Solid-3670t +115.7 144M 6 Caelcs Yertt•367b9 vtaHnd-36770 -377.0 '-141.6 -10t.1 Delaila Ow to wkh U& fable we fof10A on 3bmt 1 of 2 MIEN PUSStiR3S LISTED IN TABLES AM BASED ON COWARA.IM AND RATIONAL ANALYSES DONIM IN I& rose== 170%*VAND AM IN C019F0W"CB WM TKIS 2020 RDR@ABUII.D WCODEAtNDTFF20201rLO AAF.MDE]IMALCODE. nm 2020 FLORMA- BIWliNG CODE IN S&CPION 1609.; AND THE 7.02o FLoRwA RESMENT'W. CODE ni SECn0K R703.1 1711Z=tY MAWD)ATE TIfAT TfM DESIGN W114i? )'Ri)SSURE$ CN SOFFTrs ARE To as TL+B SAMBAS THE Amj()D a wALL& WHIMS SHORT bPA N A2W WNG $?AN TAW= OVERLAr. TM LONER YAWE.9 GOVERN AND SHOULD Hl3 USED IN INSTALLATION DRSIGNS, ' F`AE746tdlf3 /,(/ 4ACN VAI& JIEA? AR1$ . IV. LQaJ& Afoor,"a NAIGs wnrrr�"0 -rV.4rVkr A#0 frQ! MCA,AS:'dR 4rAPb194- 1•vi;fir 11 GQvc LGGS ANC �lr �16 GAGEJ �+� f TABLES . T�M64R FR AM r,y G FRBCM). 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ANDERSON AR NO 17305 DATE: 02/09/02 SCAI-Ir: 1/4"=1'-0" 1 -Jlt �y r