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HomeMy WebLinkAboutBuilding PlansSTATE OF CERTIFIED a a z Ay) -2 6 0 5— _dL _d" -.A-L _d -.A. __ _,I 1430 CULVER [DRIVE NE, PALM BAY, FL 32907 FLORIDA DESIGN CRITERIA: BUILDING CONTRACTOR:-FIARIDA BUIIAING CODE, RESIDENTIAL, 7TH EDITION (2020) -ALL LOCAL AND STATE CODES 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 Alk 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. -OCCUPANCY -CONSTRUCTION TYPE -)EN. INTERIOR FINISH -BASIC WIND SPEED -EXPOSURE -1-STORY RESIDENCE .2-STORY RESIDENCE - RESIDENTIAL, GROUP R3 - VB - CLASS B - Vult=160 MPH Vasd=124 MPH -C - MAX. HEIGHT AS PER LOCAL AND STATE CODES . CALC. IST FLR. LIVING 1104 SQ. FT. 2ND FLR LIVING 1501 SQ. FT. TOTAL LIVING 2605 SQ. FT. GARAGE 43l SQ. FT_ PORCH 43 SQ. FT. OPT. COVERED LANAI 80 SQ. FT. TOTAL 3165 SQ. FT, A/C VOLUME 22403 CU. FT. Tel: (321) 733-7092 Fax: (321) 733-7972 ABBREVIATIONS REVISIONS DATE DESCRIPTION ABV, ABOVE LAV. LAVATORY AC ADJ. AIR CONDITIONING ADJUSTABLE LUM. M.C. LUMINOUS MEDICINE CABINET 06/28/11 2-STORY CMU CONVERSION ALT, ALTERNATE MFR. MANCFACTURP.R 1246Ai APPLIED COMMENTS FROM M. SEAY AMP. BD. AMPERAGE T30A'RD MIN- M T. MINTMLJM METAL THRESHOLD 01/15/I8 BID SET ISSUED CL. CAB. CENTER LINE CABINET MTD. MTL. MOUNTCD METAL 02/13/15 ADDED ELEV. 'J' E 'K' WITH SIDING PER MARK BOWES 0Z�0/$ BID SET-ISSUE'p CLG. CLR. CEILING; CLEAR N.T.S. O.C. NOT TO',CAL F ON CENTER 04/11/I8 FOOTING REVISIONS PER M. BOWES CON(:. CPT. CT, CONCRETE CARPET CERAMIC TILE PL P.B. PH. PROPERTY LINE PUSH BUTTON PHONE 013/I1lia ADDED VALLEY FRAMING DETAIL, UPDATED BOLLARD DETAIL D. DBL.. DRYER DOUBLE. PT-T, PT.YWT). PLATE PLYWOOD 01/26/19 DETAIL- 'ADDING BAR TO BOND BEAM' ADDED TO SI.2A D.G. DIA. DUAL GLAZED DIAMETER PR. P.T. PAIR PRLSSURLTREATED 02/2013 PLAN MAINTENANCE 03/29/19 REVISED LINTEL SIZE AT FRONT ENTRY DOOR DIM. DISP, DIMENSION DISPOL R. R.AD- RISER RADIUS ADIUS 04125/19 ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL BATSON DP. DR. D.S. DEEP DOOR DOWNSPOUT R.A.G. REF. RM. RETURN AIR GRILL REFRIGERATOR ROOM 04/2bm REVISED NVAC VOLUMES ON SQFT CALC SCHEDULE DTL. D.W. DETAIL. DISHWASHFR R.O. S(. ROUGH OPEN NG SOLID CORF TXT DR 04nbAS UPDATED LEDGER BOLT SIZE t SPACING P.A. ELEV. EACH ELEVATION S.D. S H. SMOKE: DETECTOR SINGLE HITNG 06/19/19 REVISED 1-JOIST LAYOUT 06/21/19 ADDED LED LIGHTS TO KITCHEN < BATHROOMS PER MARK BOWES EQ. P,XH. EQUAL. EXHAUST SET. SHTHG- SHEET SHEATHING OcM3/19 LEDGER BOLT SPACING REVISED EX 1, F.GI: TX . EXTERIOR TLXF.D GLASS SHW'R, SIM. SHOWER SIMILAR F.G. FUEL GAS SL, SLIDING IInS/19 ADDED COCOA PLUMBING RISER FIN. FLR. FINISH FLOOR SL. GL, STD, SLIDING GLASS STANDARD 01/01/20 REPLACE USP CONNECTORS WITH SIMPSON CONNECTORS FLUOR. FR. DR. FLUORESCENT FRTNCH DOOR SWS SHEAR WALL SECTION 05/11/20 REVISED STAIRCASE AND STAIR SECTION DETAIL 01/01/21 2020 FBC UPDATE FTC_ GA. FOOTING GAUGE TEMP_ IHK. TEMPERED GLASS THICK GAR. DISP. GARBAGE DISPOSAL T.O.C. TOP OF CURB G.F.I. GROUND -FAULT CIRCUIT T.O.P. TOP OF PL.ATB INTERRUPTER T.O.S. TOP OF SLAB GL GLASS TYP. TYPICAL GYP. BD. GYPSUM BOARD IJ.NO. UNLESS NOTED H.B. HOST BIB OTHERWISE H.C. FOLLOW CORE V.P. VAPOR PROOF HDR. HEADER W. WASHER HGT. OR HT HEIGHT W: WITH INSUL. INSULATION WD. WOOD INT. INTERIOR WT)W. WINDOW W; H WATER HEATER W.I. WROUGHT IRON - 2/Uti -mow 099, INDEX OF DRAWINGS ARCHITECTURAL SHEET ## DESCRIPTION PG CI -COVER SHEET PG GN- GENERAL NOTES PG Al -FIRST FLOOR PLAN PG AlA-FLOOR PLAN SECTIISNS/DETAILS PG A2-SECOND FLOOR PLAN PG A3G-FRONT & REAR ELEVATIONS "G" PG A4G-LEFT & RIGHT ELEVATIONS "G" PG El -FIRST FLOOR ELECTRICAL PLAN PG E2-SECOND FLOOR ELECTRICAL PLAN PG Pl-FIRST FLOOR PLUMBING PLAN PG P2-SECOND FLOOR PLUMBING PLAN PG Ml-FIRST FLOOR MECHANICAL PLAN PG M2-SECOND FLOOR MECHANICAL PLAN PG Dl-DETAILS PG D2-DETAILS PG D3-DETAILS PG WAl-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 Sl-FOUNDATION PLAN PG S1.1A-DETAILS PG S1.2-FIRST FLOOR DOWEL PLAN PG S1.2A-DETAILS PG S2-FIRST LIFT BEAM PLAN AND NOTES PG S2.IA-DETAILS PG S2.2A-SAFE LOAD TABLES PG S3-FIRST FLOOR FRAMING PLAN PG S3.1A-DETAILS PG S3.1B-DETAILS PG S3.11C-DETAILS PG S4-SECOND FLOOR DECK PLAN PG S4.2-SECOND FLOOR DOWEL PLAN PG S5-SECOND LIFT BEAM PLAN AND NOTES PG S5.1A-SAFE LOAD TABLES PG S6-ROOF FRAMING PLAN PG SN1-DETAILS DESCRIPTION RECEIVED APR 3 0 2021 ST..Lucie County, Permitting 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #93 PRO JECT# 04321.200 093R1 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: COVER SHEET 60 MPH EXP. ARCHrrECT- STATE OF FLORIDA MAR 18 2021 MICHAEL C. ANDERSON AR NO 17305 r''"'r' a DATE: 03 03 21 SCALE: 1/4` 1' — 0" SHEET C1 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) LINO. 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, GMAGE8,A11r, MUPORTB 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. A PERSECTION R302.5. 1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING S 0 GS G G C 00 US O S G PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BEEQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-318 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. A PER SECTION R302.5:2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS R CEILINGS SEPARATING THE S S O C GS S G DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL V 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 1/2 -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY,'THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN''/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 ''/: THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5 ALL BA KFILL ATSTRUCTURES, SLABS STEPS AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8LAYER S 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 3'- 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 ED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERM)TICIDES, 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 F THE TERMITE PROTECTIVE TREATMENT A CERTIFICATE F COMPLIANCE HALL BE ISSUED THE 0 , I O C S SSU 0 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: 1, NATIONAL DESIGN SPECIFICATIONS (NDS)'FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 1.'STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 1. 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 PE STRUCTURAL, SEE ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY P YWOOD SHEET SHALL BE 24 AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF AST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL B CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %" PVC (SCHEDULE 40), INSULATED WITH%,. AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLU H WITH GRADE. 6. NO VENT STACKS SHALL PASS HROUGH 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 COVi 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 FINiSNEB 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, X THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRICLATH AND WITH TWO 0 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 R7 .7.1. ALL T APPLICATION DETAIL & 03 STUCCOS, INCLUDING BUT NOT LIMITED TO ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS 1" 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 EDG DETAILS CORNER BEAD DETAILS - WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DE AILS 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 11/2" GYPSUM BOARD, R302.7 8M R= CEILIN6S 1. EXTERIOR CEILING TO BE 1/2" G LD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BON BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W" DRYWALL SCRE S AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART 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 BUILDERASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. Reviewed for Code Compliance Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www. a bdesigngroup.cpm AA #: 0003325 I �a I In CRELSIDE PHASE 2 LOT #93 ROJECT# 04321.200 093R1 MODEL ry r�l 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT k; PAGE: 6 n GENERAL NOTES _60 MPH MP°I S STATE OF FLORVA MAR 18 20) MICHAEL C. ANDERCNI R oNO 17,305 p"_1 kTE: % 9 /21 CALE: 114"__-V - 00" CONTROL DATE: 12/10/20 (RM) 2.'EET G GROUND WIND DESIGN SEISMIC SUBJECT fO DAMAGE FROM IWINTER1 ICE BARRIER I FLOOD AIR MEAN SNOW SPEED"TOPOGRAPHIC DESIGN WEATHERING' FROST LINE TER rmc DESIGN LlIDERTLAYMENt HAZARDS a FI�EZ NG 'ANUA L LOAD (MPL-I) EFFECTS" GATAGORYr DEPTH I TEMP • REQUIRED" I INDEX'TEMP. NA I 160 C INEGLIGABLE I NA IVERY HEAVrj 42 1 NA I SEE. SURVEY I NA NA FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION FBC R302111 THROUGH FBC R302.9.4 INSULATION SHALL BE IN -10 "' 0' 0 INSU FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR L ACCORDANCE WITH SECTION FBC R302JOJ THROUGH FBC R302.105 4" 7-4" ' o COVERE LANAI1} I 0 -1 I 10'-01, � I I I I I ® 6068 SLs.D. 1 �o 0 ro a� s m V g e' v x 4- , j w' GABLE R01OFS WALLS \ Qti. ,,v ,....�.,..,.... 14 to r \ r '... 4 1 r • , h\ �A\ �\ �.h q 10* „ u ah 4 1. i £ .. e ll ROOFS c 0:. < £1 �5 45" HP ROOFS NouP : w. oil i,wmm i FIGURE R 1,2€P1 COMPONENT AND CLAi7[)i£` G PRESSURE ZONES 39'-8' ill -all (2) 3052-SH -4„ 2, 8 3052-SH EGRESS 0 BEDROOM #2 W-W CLG. NEON IIII STAIR DATA RIS15 ER — JRS2QS2RS2R�L•JP 1 COMPONENT AND CI ADDNO WIND LOADS BASIC WIND E%POSUf1E FOR 3 SECOND GBTS SOUAZONE 160 MPH WID M O RHJAIIt AND TYPEFOOTAGE E I MIN. WINDOW 10 5 31/-50 " CRITERIA EXTERIOR SWING DR MIN. CRITERIA S.G.D. MIN. 41 34/-43 CRITERIA 0 O.P.D..0/-34bD. 112 5 1: -16010 � �4 121 SOFFIT h BASIC WIND SPEED MPH = 160 (Vult) V� N, INTERNAL PRESSURE COEFFICENT _ 0.18 BLDG. x CAT.=II, EXP. =C, MEAN ROOF HT. = 23' 0" ri PRESSURES HAVE BEEN MODIFIED PER FBCR I ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE I OR NOMINAL WND LOAD VALUES FROM'THE PRODUCT MANUFACTURER. CONIROL DATE. ON21 — NOTE: SOFFIT INSTALLATION IS TO BE PER MANUFACTURER'S SPECIFICATIONS THAT ARE TO BE PROVIDED BY THE BUILDER WITH PRODUCT APPROVAL AND NOI SUBMITTALS. N m i 2868 SG W.H. H.B. 20 MIN. BOLLARD ONO. — — — AS REQ. PER BLDG. y II CODE 13'-0 II 51-8„ III GARAGE GIIIv e'-V GLG. III 8'-al' G G. III m 8'-v CLG. IIIlo III 30(08 III W/12' III �GpTRANS ' 2-10" 16'-0" -10" C m FIRST FLOOR PLAN 0 SCALE: 114" =1'-0' OA T 1— SQ.FT. CALC. S IST FLR LIVING 210 FLR LIVING 1104 1501 SQ. FT. SQ. FT. TOTAL LIVING 2605 GARAGE 431 PORGN 43 OPT. COVERED LANAI 80 SQ. FT. SQ. FT. SQ. FT. SQ. FT. TOTAL 3165 SQ, FT. A/C VOLUME 22403 CU. FT. SUM 5 NOTSTO E:&-G, B RD OPENINGS BETWEEN THE GARAGE t RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOOR NOT LESS THAN 14e' (35mm) IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT ESS THAN 14b'135mm) THICK, OR 20-MINUTE ATED FIRE-ROORS MASONRY/FRAME WALL LEGEND W-8' BLOCK WALL UN.O ON PLANS BRG. I-13T. VARIES 8' BLOCK WALL UNA ON PLANS 18'-8' BRG. I � f INTERIOR LOAD BRCS. WALL U.N.O. ON PLANS 4' INTERIOR NON LOAD BRG. WALL U.N.O. ON PLANS -ALL INTERIOR DOORS TO BE 6'-8' -ALL EXTERIOR DOORS TO BE 6'-8' UNLESS NOTED OTHERWISE c: THE GARAGE SHALL BE SEPARATED FROM THE RESIP=NCE 4 It ATTIC AREA Y NOT LESS THAN V2Y12.11MM) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN 5/a'(15.* TYPE X GYPSUM BOARD OR EQUIVALENT UNDER STAIR PROTECTION: ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 INCH GYPSUM BOARDS. FBCR 2011 (6TH ED.) 302.1 - EGRESS NOITE: 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. Reviewed for Code Compliance Universal Engineering OPENING INFORMATION BELOW IS DIRECTLY FROM THE PLAN SET.ED sciences U-VALUE: AND SHCG ARE INFORMATION PROVIDED BY THE MANUFACTURER AS LISTED IN THE RESPECTIVE PRODUCT SPECIFICATIONS 'IIIIIII� IIIII'®��®® IIIIIIII� IIIIIIIIIIII�I IIII,©111111111111111111'Itl�� ®Illlll.ii 2194 HWY A1A, SUI* 301 INDIAN HARBOUR BEACH, FLORIDA 329311 PH: 321-802-3501 www.abdesigngroup.com I! AA #: 0003325 >, fy � i � I I 11 ig a �I BIMDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #93 PROJECT# 04321.200 093R1 MODEL 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT Ail __. .AGE: FIRST FLOOR PLAN 60 MPH EXP. ARCHrrECT- STATE OF FLORIDA MAR 18 2021 AH NO 17305 NT 03/03/21 DATE: SCALE:1/4"—f—O" 1 11EET r, Al ID TOP PLATE BAR DETAIL ARCH DTL. B SCALE: 12'=1'-0' (2) LAYERS OF 3/4' PLYWOOD — OR (2) LAYERS OF 3/4' SUB AH U FLOOR MATERIAL RIPS FOR SECU� TREApB 70 STRINGER SOLID NAILING W/l3>"8 3' SCREWS 9 EA STRINGER, UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING / D / 1 -A 0 Q m IL A oQ� Sm / / 42' H. 12 / WALL W/ CAP / 1° MAX. NOS ING v ' s r / 42' HIGH HALF WALL W/ CAP 3/4' T4G SUB FLOOR GLUED E SCREWED Fr=R FASTENER SCHEDULE 0'-0" BRCS. 1-I T. PRE-ENG'D — FLOORING SYSTEM (SEE FLOOR FRAMING SHEET) NOTE: STAIRS RISERS TO CONFORM TO FBCR 3/4' KICK / STAIR DATA: ITH EDITION (2020) PLATE 16R a IS4' MIN. TREAD=10' MAX. RISER= -I 3/4' / 15 TREADS o 3/I6' MAX VARIATION IN 10, / 10'+ 1' NOSING RISERS/TREADS ADJACENT TO EACH OTHER 3/8' MAX VARIATION IN ANY M'\. // STOR. 2X4 ATTACHED W/ 106 MASONRY NAILS i 2X4 P.T. SLEEPER INTO SLAB WITHIN 8' OF EACH END, 32' O.G. MAX. 3-2xl2 SYP STRINGER REINFORCED I SPF W/CONT. BEAD OF SUB -FLOOR ADHESIVE PL-400 OR SIMILARE a EA HORIZONTAL RUN 2 X 4 RE-INFORCING a EA. 2 X 12 STRINGER SECURE W/12d 6'-8' O.G. STAIR SECTION C RISER/TREAD HANDRAIL CIRCULAR CROSS SECTION DIA. TO BE 1 1/4' +-1/4' OR PROVIDE EQUIVALENT GRASPABILITY WINDERS- MIN. 6' WIDE • NARROW END MIN. 11' WIDTH + 12' FROM NARROW END 34' MIN. HANDRAIL HGT. NOTE: *ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 12' GYPSUM BOARDS. FBCR 302.1. 0'-0" FIN. FLR. F_ R. HANDRAIL tv 36' W/ 2X4 RE-INFOR THE CLEAR SPACE BETWEEN THE HANDRAIL AND THE WALL SHALL BE NO LESS THAN 1 1/2" 4S PER FBCR iR3111Z.2 MOTE: -4ANDRAIL ENDS SMALL BE RETURNED TO THE WALL OR rERMINATE INTO A NEWEL COST. NOTE: 1. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF la"± 2" OR A NONCIRCULAR CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 114" AND A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4". EDGES SHALL HAVE A MINIMUM RADIUS OF 1/S". 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES- PER SECTION 1601B.1 / F.B.C. 2020 HANDRAIL SECTION 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 SLTBDIV. & LOT: CREEKSIDE PHASE 2 LOT #93 PROJECT# 04321.200 093Rl MODEL: 4EHB "2605—HAYDEN" GARAGE SWMG: RIGHT PAGE: FLOOR PLAN SECTIONS DETAILS 60 MPH EXP. ARCHITECT: STATE OF FLORIDA MAR 18 2021 MICHAEL C. ANDERSON AR NO 17305 J PRINT DATE: 03 03 21 SCALE: 1/4" V-0" 1 SHEET 1 m W - 12 -0 2 4„ -4 39'-8 __.� -S'. 0 1-1'-4" --- — 2'-4'ill-all 4 - 3052 -SI 4 EGRESS ® (2) 3052- H °❑ EGRESS I I 1= I� e LuBEDROOM #4 81-8' CLG. 3-SI-1 .o,-01-. BATH N 8'-8' CLG. M� �I UPSTAIRS -� LMNG 81-81 CLG. -------------- s 0 q .� pill BEDROOM #3 ol ; . i ©(2) 30 2- I3 EGRESS I p 0 0 I W.LC. I a 1z LL U.1 _� 12040-5 1 1 TEMP 8 -m 5 4 — — IDROOM #S 81-8' CLG. C1V WN a 2 6 _6 �1 r----- II----- OPT. a 95�1 I D. 11 I w. I BEDROOM #1 81-8' CLG. 14'-m" u 91 (2) 3052-8I-I EGRESS 12'-4" L4'-01 43'-all 211-511 SECOND FLOOR PLAN SCALE: 114 = 11-0' -FRAMED WALL SEPARATION BETWEEN THE UNCONDITIONED GARAGE AND CONDITIONED SPACED SHALL HAVE AN INSULATION R VALUE OF ll -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 IS DIRECTLY PROM THE PLAN SET. U-VALUE AND SHCG ARE INFORMATION PROVIDED BY THE MANUFACTURER AS LISTED IN THE RESPECTIVE PRODUCT SPECIFICATIONS ■v■��om ■o■��DE1! ■v■��00 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 SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #93 PROJECT# 04321.200 093R1 MODEL: 4EHB "2605- HAYDEN" GARAGE SVfMG: RIGHT PAGE: SECOND FLOOR PLAN 60 MPH EXP. ARCHITECT: STATE OF FLORIDA MAR 18 2021 MK3-1 C. ANDERSON AR NO 17305 D TE 03/03/21 SCALE: 1/4"=1' — 0" SHEET A2 SHINGLE ROOF FYPON 181X50' DECORATIVE SHUTTER OR EQUIVALENT 18'-8" 2ND FLR.h_ BRA ---- — I I I I I I I � -• — _ - .N . A w ._HGT- IIII■■IIII 1111����1111 15"XI&31 ■■ — •— IIII �� IIII ■■ ■■ IIIECORATIVE EQUIVALENT I I b' RAISED I I I rIFF I I CRIC r �LLJ1 4' RAISED BAND SAND ITYP.J' I I 12 10'-0 3/4%a, 2ND FIN. FLR. - I - + N 5 - — - — - — -------- ---------- IUD'-O 3/4" - 02ND FIN. FLR. Is m I_ ■■ ° IIIME■■ III CII ICI ICII ilOPT. COACH l _ ■■■■CLIGHT wil IN _ -• - MINES 1111 III ■■ 1_polo il o a - - — leI I�Illsl I®_ I — H �! II II II !� �■ • - .. .� FRONT ELEVATION. SCALE: 114 = F-0' TEXTURED FINISH MOTE: WALL FENESTRATION FLASHING AS PER F5CR R*103.4 OFF RIDGE \\\ 18'-8" 2ND FLR. 5RG. HGT. 00 1 I I I' I I I I I I I I =- 10'-0 3/4 2ND12 FLR. I I _ FIN. FLR./5RCa. HGT. --� ------------------- 4 S'-8" GLG. HGT.r I I — I I I A3 TYP. I 1 I I I I I I 45 I I A I I I TYP. I I I I I 0'-0" FIN. FLR._—------- 1RIEAR ELEVATION SCALE: 1/4 = I'-0' TEXTURED FINISH - I �18'-8' 2ND FLR. �- �E3 HGT. 11-011 MODEL 2605-HAYDEN-4EHB (2-Story) AREA OF ATTIC = 1541 SQ. FT. NET FREE VENTILATION AREA REQUIRED V 300 REQUIRED VENTILATION AREA = 1541 /300 = 5.14 SQ. FT: 5.14 - 739.68 SQ. IN. MIN. REQUIRED VENTILATION _ AX 739.68 IN UPPER PORTION OF ATTIC 295.872 SQ. IN. (BALANCE TO BE PROVIDED IN SOFFIT VENTS) OFF RIDGE VENTILATION AREA = 138 SQ. IN. PER VENT (net free area) TOTAL#OF VENTS REQUIRED - 2.14 TOTAL#OFVENTSPROVIDED = 3 SOFFITVENTILATIONAREA 7 SQ. IN. PERLINEARFT (net free area) LINEAR FEET OF SOFFITREQUIR+ 42.2 ti` H 10'-0 3/4' 2ND FL . - -- FIN. FLRJ5RG. HGT II Reviewed for Code: Compliance Universal Engineering Sciences -- --00'-0" FIN. FOR. i 2194 H WY A1A, SUITE 30.1 {, INDIAN HARBOLI � BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA # 0003325 WI� N �1 I� V&r I ; �r r' II� I, p I. I i p I �� ra %i. FCREEKSIDE HASE 2 LOT #93 PROJECT# 04321.200 09"w.i_ Y MODEL ' 4EHB "2605-HAYDEN" GARAGE SVnNG: � RIGHT FRONT & ;u REAR ELEVATION "G" h0 MPH FxP C11 AI iCH h' ACT- STATE OF FLORIDA MAR 18 20'� , LC. AI��ERSY"OIL A ^R NO r i / 03 03 21 SCAI , 1/4"=1'—O" SHEET S'-8" 2ND FLR. 5RG_ H4GT: 10'-0 3/4" 2ND FLR.}; FIN. FLR./55 S. PGT. GLG. PGT.s 0'-0" FIN. FLR.j, SRCs. HCsT. I 0 -0 3/4 2ND FLR. FIN. FLR. �5 MENTRY 0'-0" FIN. FLR. _----- IS'-8" 2ND FUR- 5 CST. 1@'-0 3/4" 2ND FLR. 1=1N: FLR./SRCx. NCxt, 8'-8" 15RG. kGT. a ENTRY 60'-0" FIN. FLR, ILETT ELEVATION. SCALE: 1/4 = I'-0' TEXTURED FINISH CRIDCsE' VENT 12 � I5 18'-8" 2ND FLR. _01 SRC. JHGT. 1 12 --- 10' 0 -/4 2ND FLR. _- — - — - — - — - — - — - — - — - — - — - ------------ --- FIN. FLR... - — - — - — - — - — - — - — - — - — - — - — - -------� 81-8 CLCz. HCsT: I �p � I I Reviewetlfor CCtl@ I 1 YP, r I Umver amEnginevinp I Sciences I I 0'-0" FIN. FLR. RIGHT ELEVATION SCALE: 1/4 = 1'-0' TEXTURED FINI51-1 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH:321-802-3591 www. abdesigngroup.com AA #: 0003325 I �nl N f r i : K� I la a nWj I 15 u' 1 sUBDIV. 8a L T , CREEKSIDE� PHASE 2' �� rl LOT #93 PROJECT 04321.200 093RI g MODEL p 4EHI3 "2605-HAYDEN GARAGE SWING: I+ RIGHT f RIGHT & K LEFT l I'MEVATION "G' (6Q MPH EXP. i Ka, ARCHfTECT S' ATE OF FLORIDA, r e si MAR 18 2021# ICHAEL C.ANDERSON 13 AR NO 705 -� -DATE: 03/03/21 i SCALE: 1/4"=1'-0"' SHEET 4 G ELECTRICAL LECsEND SYMBOL DEFINITION NOTES 125V OUTLET 20 AMP SINGE POLE 11mv OUTLET j 110V OUTLET VJ OF OUTLET WIRED /2 SWITCH GFI IIOV OUTLET INTER D W/GRJD FOUL NTERJPTER (TAMPER RESISTANT TYPE) 220V OUTLET (4) WIRE CONVECTION wATE�R FAULT CFI OUTLET INTNRR)PTER SWITCH G p SWITCH 3-WAY OPER. SWITCH 4-WAY OPER. WALL MOUNTED LIGHT CEILING LIGHT O LED CLG LIGHT O VP LED VAPOR .� .. PROOF LIGHT OVP LIAPOR PROOF Tu RECESSED CANm ma. " r e VENT. FAN 1 CPM PER sa FT. VENT. FAN W/LIGHT 1 Cyr PER ea FT. VANITY LIGHT FIXTURE (SPEC'S TBD BY BUILDER) FLUORESCENT RES WRAP ® LIGHT AROUND AROIAVD (RECESSED) FLUORESCEIN WRAP AROUND AROUND LIGHT (SURFACE MNT-) ..F. .. �� T FLUONEOCENT *FLUORESCENT —�-- 4' TRACK LIGHT. L.� PANEL i METER BAIT. BACK-UP_ SMOKE DETECTOR W/ HARDWIRRE y i.. WALL MOUNTED BATT. BACK-UP l SD• SMOKE DETECTOR W/ HARDWIRE E ' BATT. BACK-UP W/ ® S/CO CARBON MONOxIDEd SMOKE DETECTOR HARDWIRE INTER -CONNECTED SHALL BE A DISTANCE COMBO OF NOT LESS THEN 4' FROM WALL- PENDANT LIGHT NATURAL GAS .e OUTLET TELEPHONE JACK IGNITION SOUR% U1H WATER HEATER TO BE ELEVAYL t` DISCONNECT AIR CONDITIONING TO BE 1 V UN_O. DISCONNECT SEE ON THIS T TV TELEVISION JACK CEILING BOX REQUIRED OJ_BOX TO BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION CEILING Box REQUIRE TO BE SUPPORTED RV CEILING FANLIGHT ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION 24' INCANDESCENT LIGHT STRIP n no 36' INCANDESCENT LIGHT STRIP nnnnnnnn 48'INCANDESGENt 0 LIGHT STRIP ?, "^ FLOOD LIGHT OFT. SECURITY KP 4 KEYPAD, • P.Ta_ PUSH-BUTTON FOR CHIMES #--4--• USB PORT • LOCATION OF TV JACKS E PHONE OUTLETS 4 FANS TO BE VERIFIED s HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC F "d.l 7 PROTECTED MR ELECTRICAL PROVISIONS OF 1NC:R 1TH EDITION (2020) 4 NEC 21012 2011 EDITION. - 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI is ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO ISM LOCKOUT IN PANEL - BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MI59713 FBCR 1TH EDITION (2020) • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS - WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR 1TH ED (2020). " ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR TTH ED (2020). • ALL LAMPS SHALL BE SELECTED BY BUILDER AND 75% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER FBL ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2020, 1th EDITION R404.1 CEILING MTD. LIGHT TO BE INSTALLED, PROVIDE J-BOX FOR OPT. FAN OUTLET - FOR VENT OR MICRO J ROOM i ROOM — � I PRE -WIRED I CLG FAN I ,a L L SWITCI-I IN CABINET I i I I I OUTLET FOR Diu ,t0 2ND FL. I hill Y SWITCH KITCHH�1 / 1\ I ( I GFI PAN \ 0- u PIE -WIRED CLO FAN H �BDRK #2 QZy", ' 11 GFI • 44' GFI ® 44' / `P.B. FOR �___----� j GARAGE Of'?.i GFI S//CCO OFF. OFF. I GDOOR I I l I I � 1 III 41I KEYLESS �'� •�`� III /� FIXTURE PRE -WIRED III / FONER GFI CLG FAN III ( GARAGE III DOOR 0 o ED - -_ L I \`� PG FO 1 PORCH HE - -- PREWIRE GARAGE BATH #2 0 /5OLLARD AS REa PER BLDG.' CODE ---------------------- COACH LIGHT FIRST FLOOR ELECTRICAL PLAN SCALE- 1/4" = 1'-0' I � L I I o o = 1 LED LIGHTINIk SINGLE 1 ` -. ATH 92 METER FIELD VERIFY LOC. IRRIGATION OUTLET 48" A.F.F. PANEL: 8/16wp crt. breaker FEEDER: 3 #1 CuTHWVN 1- #� WP Panel MAIN -A VOLTAGE: 120/240V-1Ph MAIN: 15OAmp MC.B Cu (G) in 1 1/2' G OR 3 42/0 AL THWN & 1- #6 Cu (G) in 1 1/2" 0. Wire Pole Bkr Description Ytrarts Circuit Circuit Watts Description Bkr Pole Wire #12 1 20 lExtenor Receptacle GFI for TUG '200 "1 2 Space #12 2 20 Imgation Pump - 1000 3. 4: Space 5 6 6240 A/C C. U. 40 2 #8 Space - :.. 7,. PANEL: 42 crt. breaker FEEDER: 3-#1'CuTHWN&1 0Cu(G)in11/2"C PANEL - A VOLTAGE: 120 / 24O V -1Ph MAIN: 150 Amp. M.LO. OR 3 92/0ALTHWN&1-#6Cu(G)in11/2"C. Wire Pole Bkr .DescriptionWatts! Circuit Circuit Watts Description Bkr '. Pole Wire # 12 1 20 Small Appliance: 1500 1 2 8000 Range 50 2 #6 _ # 12 1 20 20 Microwave / Hood GF[ 1800 5• 4 #12 1: Small Appliance 1500 6 4500 Water Heater 25 2 #10 #12 1 20 Refrigerator 1500 7 g # 12 1 20 Dining Receptacles AFCI 1500 9 10 1200 Disposal GFI 20 1 #12 #12 1 20 Bath GFI Receptacles 1200 1 11 12 1500 Dishwasher GFI 20 1 1 #12 #14 1 15 Foyer/ Flex / Hall AFCI 900 13 14 5000 Dryer GFI 30 2 #10 " #14 1 15 Living Rm Lanai; Kitchen, Dint Lts AFCI 90o. 15 16 Space 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 Space 21 22 1200 Garage Lts & Receptacles GFI 20 1 #12 #14 1 15 Bedroom #2 / Bathroom #2 AFCI 900 23 24 900 Owners Suite AFCI 15 1 #14 #14 1 15 Bedroom #3 AFC1 900 25 26 900 Owner's Bathroom AFCI 15 1 #14 #14 1 15 Bedroom #4 / Opt Bed #5&#6/Opt LoftAFCI 900 27 28 1200 21M Floor Hall/ STD 2nd FL LrvJ Lam. AFCI 20 1 #12 #12 1 1 20 Exten or Lights and Recept GFi 1000 29 30 1 1000 Imgation controls only 20 1 1 #12 Space 31 $ Space Space 33 Space Space : 35 Space Space 37 Space#8: 2 35 A/C A H U. (Heater 5 KVA at 65%) 5525 39 Space `I 41 Space - 1 Load subject to demand factor calculations i line 17600 1 27900 Load subject to demand factor calculations / line Demand Factor Calculations ABBREVIATIONS: AFCI: ARC FAULT CIRCUIT INTERRUPTER NC: NON -COINCIDENT LOAD GF1: GROUND. FAULT INTERRUPTER Total load subject to demand factor 5500 - First 10000 watts at 100% OO20 Remaining watts at 40% 420D Total A/C load 1765 �t LOAD CALCULATION IS BASED ON A(C NON -COINCIDENT LOAD Total Connected I,. Q Watts 3M65 Total Amps (watts 1240 volts) 149.9 '.. ',. General Lighting & Receptacle Load Total A/C Square Feet 2605 General Lts & Rec 3 W / Sq. Ft 7815 Hi Hats. 3 at 65W/LI htat 100% 195 Total General Lights & Rec (Watts) 7 8010 Ckts# atts/c Total watts General Lts & Rec Panel 111 7281 8010 SO AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR'ITH EDITION (2020I. LOCAL CODES, AND ALL LOCAL POWER COMPANY REGIUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THHN/THWV UNLESS NOTED OTHERWISE. POWER COMPA TRANSFORMER GRADE PROVIDE 342/0 C), THWN + 1% C) IN 2' CONDUIT OR 3 04/0 AL, TWUN + 1% CU IN 2' CONDUIT OR 2/0 AL. S.E.R. (CONDUIT TO TERMINATE ABOVE SOFFIT • OVMRHANW COMBINATION SERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VOL ELECTRIC METER IN 1 PHASEO M NEMA 3R ENCLOSURE PANEL 150A/!P MCB 1MJBF 1oNE SERVICE ENTRANCE EG UIP'7EMT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS CABLE TELEVISION SERVICE ENTRANCE Ecul" IENT PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY--- 104 C) SERVICE GFWUND CONNECTED TO ELECTRICAL SERVICE. PROVIDE 3 01 COPPER (CU) IN CONCRETE ENCASED FOOTER STEEL PER 1-1/2" CIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 ELECTRICAL PROVISIONS OF THE F j 1 HCF3O 1TTHITH 02/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC EDITION (2020). (202@L/J 0C2J 1320). CONDUIT UNLESS SERVICE 18 PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC 5/8" DIA X 8 FT LONG COPPER CLAD GROUND ROD COMPANY PRIOR TO BID. Reviewed for Code G.OWe s umeermg Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 mm RUM 2 4 �I �a F. 11 Ij pi I s, A � J1 _ DIV. BC L07.4 CREEKSIDE PHASE 2 LOT #93 PROJECT* 04321.200 093R1 MODEL: 1 4EHB "2605—HAYDEN GARAGE SWING; RIGHT r PAGE• FIRST pa' a°. FLOOR ELECTRICAL PLAN 60 MPH EXP. ARCHFFECT STATE OF FLORIDA MAR fit AR N. 1730,5 r X IT D X: 03/03/21 SC• .E:1/4"-1'-0" ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 125V OUTLET 20 AMP SINGLE POLE 110V OUTLET 110V OUTLET 1/2OF OUTLET WIRED TO SWITCH GFI 110V OUTLET rzallli WGRND FAUL MTERUPTER (TAMPER RESISTANT IT ) 220V OUTLET (4) WIRE CONNECTION CFI FAULT tom- OUTLETExTTERPROOF INTERRUPT SWITCH SWITCH 3-WAY OPER. Nt4 SWITCH 4-WAY OPER L%1 WALL MOUNTED 1� LIGHT CEILING LIGHT O LED CLG LIGHT ©VP LED VAPOR PROOF LIGHT O VP VAPOR PROOF LIGHT ORECESSED CAN eVENT. FAN I CFM PER SO. FT. VENT, FAN WA IGHT I CFM PER SQ. FT. VANI1Y LIGHT FIXTURE ($PEC'& TBD BY BUILDER) ® 41)(21 FLUORESCENT LIGHT 2-BULB WRAP AROUND (RECESSED) ® 4 X2 FLUORESCENt LIGHT AROUB WRAP AROUND (SURFACE MNT.) 1 21FLUORESCENT *FLUORESCENT y p F---tr----rrl *TRACK LIGHT 0 PANEL own METER OSMOKE S.D. DETECTOR iSATT. BACK -LIP W/ HARDWIRE WALL MOUNTED BATT, BACK-UP 5J7. SMOKE DETECTOR W/ HARDWIRE ® S/GO CARBON MOII °M� DETECTOR C Ml3O BATT. BACK-uP W/ HARDWIRE A DISTANCE SHALLINTER-E A DISTANCE SHALL I OF NOT LESS THEN 4' FROM WALL PENDANT LIGHT NATURAL GAS OUTLET . TELEPHONE JACK IUFi WATER HEATER IGNITION SOURCE TO BE ELEVATED DISCONNECT AIR CONDITIONING TO BE 210V UND. DISCONNECT SEBAHU EON FE TELEVISION JACK CEILING BOX REQUIRED OJ-BOX TO BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION CEILING BOX REQUIRED TO BE SUPPORTED IN CEILING FANLIGHT ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION A�Q 24' INCANDESCENT LIGHT STRIP nnnnnn 3S' INCANDESCENT LIGHT STRIP nnnnnnnn 48'INGANDESGENT 0 LIGHT STRIP FLOOD LIGHT OPT. SECURITY KEYPAD P.B. PU514-BUTTON FOR CHIMES USB PORT • LOCATION OF TV JACKS E PHONE OUTLETS it FANS TO BE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL 15 E 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR ITH EDITION (2020) i NEC 210.12 2011 EDITION. • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION M15013 FBGR'ITH EDITION (2020). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT-NTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF F15CR -ITH ED (2020). • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR TTH ED (2020). • ALL LAMPS SHALL BE SELECTED BY BUILDER AND Irv% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER FaC. ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2020, Ith EDITION R404J I I L_ - _ - - - - - SECOND FLOOR ELECTRICAL PLAN SCALE: 1/4' = 1'-0' LED LIGHTING Cap DOUBLE LAV. BATH "3 I i - ( I L° I I e I I I � � I I I � o f LED LIGHTING 101'" DOUBLE LAV. BATH 01 I I Le I I I LED LIGHTING 10�iu' SINGLE LAV. BATH "4 Reviewed for Coda Compliance Universal Engineering Science! 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 ab 001N\khqk\ n 0 SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #93 PROJECT# 04321.200 093R1 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PACE: SECOND FLOOR ELECTRICAL PLAN 60 MPH EXP. ARCHTECT- STATE OF FLORIDA MAR 18 2021 MMAEL C. ANDERSON AR NO 17305 J PRINT 03 03 21 DATE• SCALE: 1 14"=1' — 0" SHEET E 2 7 FIRST FLOOR PLUMBING PLAN SCALE: 1/4 = I'-0' (ALTERNATE RIGHT) PLUMBING RIS 2194 H WY A1A. SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 A t � �aQ SLTBDIV. & LOT: CREEKSIDE PHASE 2 LOT #93 PROJECT* 04321.200 093R1 MODEL: 4EHB "2605-HAYDEN" GARAGE SVfMG: RIGHT PAGE: FIRST FLOOR PLUMBING PLAN 60 MPH EXP. Reviewed for Code Compliance Universal Engineennc SciencesF,. ER DIAGRAM MICHAELC.ANDERSON AR NO 17305 DATE: 03/03/21 SCALE: 1/4"=1' - 0" SHEET PI ;r L----------J SECOND FLOOR PLUMBING PLAN SCALE: 1/4 = V-0' SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #93 PROJECT* 04321.200 093R1 MODEL: 4EHB "2605-HAYDEN" GARAGE SIFMG: RIGHT PAGE: SECOND FLOOR PLUMBING PLAN 60 MPH EXP. ARCHfTECT Reviewed for Code [�STATE OF FLORIDA Compliance ud Universal Engineering Sciences MAR 1 8 2021 HAEL C. ANDERSON AR NO 17305 D TE 03/03/21 SCALE: 1 /4"=1' - 0" SHEET P2 R-VALUE SCHEDULE FLOOR SLAB O1 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 FIRST FLOOR MECHANICAL PLAN SCALE: 1/4 = V-0' Reviewed for Code Compliance Universal Engineering Sciences SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #93 PROJECT* 04321.200 093R1 MODEL: 4EHB "2605-HAYDEN" GARAGE S VfMG: RIGHT PAGE: FIRST FLOOR MECHANICAL PLAN 60 MPH EXP. PRINT DATE: 03 03 21 SCALE: 1/4"=1' - 0" SHEET mI SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #93 PROJECT* 04321.200 093R1 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: SECOND FLOOR MECHANICAL PLAN 60 MPH EXP. PRINT 03/03/21 SCALE: 1/4"=1'-0" SHEET 2 PER FLR PLAN 1/2' GLG. 1/2' DRYWALL SECURE BT. — PLATE TO SLAB W/ I0d MASONRY NAIL a 32' O.C. MAX FIN. FLR 2X4 TOP PLATE iss 2X4 WOOD STUDS 624' O.C. SLAB NOTI=: 51 UiI�S IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.C. OR, NOT LESS THAN 2xro, WHERE SPACED NOT MORE THAN 24" O.G. TYP. INT. WALL (NON-BRG. SCALE: 3/4' =1'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER T-m YP. ELEVATIONS o_µ_ VENTED SOFFIT 1/2' THiCK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0" FIN. FLR 5/8' GYPSUM BI OR 1/2' HIGH STRENGTH GLG. BOARD 3 5/8, OR 5 3/8, 1/2' DRYWALL TOP CHANNEL (25 GAJ 3 5/8' OR 5 3/8' 1/DRYWALL METAL STUDS 24' O.C. 20 GA METAL t0 BE INSTALLED IN WALLS 3 5/8' OR RECEIVING UPPER/ 5 3/8' LOWER CABINETS BOTTOM AND TUB/SHOWER 25 CHANNEL GA. METAL TO BE (25 GA.) INSTALLED IN ALL SECURED OTHER WALLS. STUDS TO CONC TO BE SPACED I6' FLOOR W/ O.C. AT 2ND FLOOR 3/4" PAF 4 WALLS ADJACENT TO TO WOOD STAIR WELLS AND FLOOR W/ BATHROOM WALLS W/ 1/4' WOOD TILE FINISH SCREW WOOD BASEBOARD — 1-STORY FINISH FLOOR TYP. INT. WALL METAL STUDS /`IA1 l NON- BRG. i n� J SCALE: 1/2'=1'-O' SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL OLPER ELEVATION 1-7 R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL 1x2 P.T. FURRING — STRIPS a 24' O.G. 8' CMU ` . 1/2' GYP. WL. BD. - WOOD BASE a d e . a. a �v a a ZA ti W/ WINDOW OPENING BOND BEAM SOLID GROUT W/ (D- "5 (2) COURSE FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 5" DIA. SLEEVE, DO NOT CUT 2A_�PIPE THROUGH BOND BEAM D1 SCALE: 3/4'=1'-0" 1/2' THiCK, 2 GOAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY - 0'-0' FIN. FLR a .e a a' B TYP. WALL SECTION NO OPENING NOTE: PER SECTION F5CR'305.1.1 - FOR ROOF SLOPES 2.12 TO LESS THAN 1-STORY HIP BLOCK WALL 4:12, A (2) LAYER UNDERLAYMENT SCALE: 3/4' = I' -0' SYSTEM iS REQUIRED. FOR ROOF SLOPES OF 4.12 OR GREATER, (I) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 486'3 TYPE IV, OR ASTM D 6757 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 PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 8' CMU O NOT CUT -lE BOND EAM EBARS 9 MA; CAW.K AND SEAL GAS LME i k PVC SLEEVE FOR GAS LINE .cm IA' GYP. WL. W. OAJOD BASE a. 2B GAS LINE THRU BLOCK D 1 SCALE. V2'. r-V' 2X4 SPF 24' O.G. MAX. SECURE W/ (2) 12d NAILS ® EA. END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS — PER STRUCTURAL TU ALL UPRIGHTS PER StRUGTURAL DETAILS PRE-ENG WD. TRUSS PER ELEVATION CONT. 2x RAT RUN SECURED I STRUCTURAL DETAILS SEE ENERGY CODE FORMS F( INSULATION R-VALUES O,PER ELEVATION \ 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH GLG. BOARD a. a G . m. AV a < de e a d Q . n W/ WINDOW OPENING 1-1 R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS o 24' O.C. 1/2' GYP. WL. BD. WOOD BASE a IF!' THICK, 2 GOAT - PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO .. MASONRY GALv. STEEL L TRACK BRACKETS FASTENED TO WOOD JAMB PER PRODUCT GALV. STEEL — APPROVAL REO. VERTICAL TRACK BY MAUR FASt1=NED TO TRACK BRACKETS W/ PRODUCT APPROVAL Wa e' CM SEE STRUCTURAL FOR RE IPFORCEMENT 2xb P.T. Wp ATTACHED TO FILL CELL AS PER PRODUCT APPROVAL REa SEALANT 4 BACKER ROD WEATHER STRIP MOULDING ALL AROUND MY DOOR MANUF.) OVERHEAD DOOR BY OTHERS GARAGE DOOR JAMBS SCALE: 1 i/2"=1'-0" FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR S05.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRiP EDGE g 2x FASCIA PER Ax. ELEVATIONS VENTED SOFFIT \-WALL SHEATHING :. THICKNESS AS PER SHEET SNi. SECURE PER FASTENER SCHEDULE �: ON SHEET SNi. 2. PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS B TYP. WALL SECTION NO OPENING 1-STORY GABLE BLOCK WALL SCALE: 3/4' = F -0' CMU 0'-0' FIN. FLR Reviewed for Cade 23 Compliance Universal .Engineering Sciences Note: WALL FENESTRATION FLASHING PER FBGR 703.4 - 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 Ce20 Class 25 Grade NS or grdater for proper joint expansion and contraction, ASTM C1281, AAMA 812„ or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 114. The flashing shall extend to the surface of the exterior wall finish. 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #93 PROJECT# 04321.200 093R1 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: DETAILS 60 MPH EXP. ARCHffECT: STATE OF FLORIDA MAR 18 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 03 03 21 SCALE: 1/4"=1' — 0" SHEET j FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FSCR S05.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG WD.TRUSS- 24' O.C. MAX. METAL DRIP EDGE- 2x FASCIA PER - ELEVATIONS VENTED — SOFFIT REFERENCE STRUCTURAL 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 1X2 FIRE -STOP SEE STRUCTURAL 1X2 FIRE -STOP 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY IX2 FIRE -STOP -01 O.H. TAP. �1 M :m O F Q w u d 0� ER LEVATION BATT INSULATION REFER TO ENERGY CALCS FOR VALUES 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD Ix2 FIRE -STOP -R-4.1 INSUL. WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL 3/4' T 4 G SUBFLOOR GLUED AND NAILED AS PER NAILING SCHEDULE R LEVAT[ON FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FEY R 905-1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG WD.TRUSS- 24' O.G. MAX. METAL DRIP EDGE) 2x FASCIA PER—/ ELEVATIONS VENTED SOFFIT / REFERENCE STRUCTURAL 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY Ix2 FIRE -STOP SEE STRUCTURAL *ER _LXV_ATION 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD *gE LVATION R-4.1 INSUL. IX2 FIRE -STOP N Z 0 Q w _ w WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS ® 24' O.G. 8' GMU 1/2' GYP. WL. SD. WOOD BASE 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 1X2 FIRE -STOP 9 d a' e. a� CsRApS a a n W/ WINDO W O TNING �ti 2-STORY FIRST FLOOR SECOND FLOOR BLOCK SCALE: 3/4' =1' -O' `' HO �I�ti!iw•i!i�i��i!i!!i�t `CLG. - - TION 5ATTREFER• TO _ GY CALCS FOR VALUES s 5•A-► • 'STRENGTH c • RD Ix2 FIRE -STOP _ / • - =�= = —'s z 0 Q w w 3/4' T 4 G SUBFLOOR GLUED AND NAILED AS PER NAILING SCHEDULE k>L R ELEVATION *tr7VATION ' 5/8' GYPSUM BOARD ;. OR 1/2' HIGH STRENGTH CLG.50ARD R-4.1 INSUL. .'i z t'- z 0 Ix2 P.T. FURRING STRIPS 18 24' O.C. 8' CMU 1/2' GYP- WL. BD. WOOD SASE 4 d e. a. d _ n 1B WITHOUT WINDOW OPENING BLOCK 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 moo S VHDIV. 8e LOT: CREEKSIDE PHASE 2' LOT #93 PROJECT# 04321.200 093R1 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: DETAILS 60 MPH EXP. ARCHrrECT: STATE OF FLORIDA MAR 18 2021 MKNAEL C. ANDERSON AR NO 17305 PRINT 03 03 21 DATE: SCALE: 1 /4"=1' — 0" SIMET �2 TOP: 2X6 P.T. ■ CENTER OF DOOR HEADER SECURED W/ (1) 1/2' X 8' J-BOLT W/ 4' MIN. EMBEDMENT W/ 2' X 2' X I/8' WASHER 4 NUT OR W/ (2) 1/2' X 8' ANCHOR BOLTS W/ 4' MIN- EMBEDMENT SECURE 2x4 ON- FLAT TO ELK W/ MASONRY NAILS. SIDES: 2X6 GARAGE DOOR SUCK SECURED W/ (5) 1/2' X 8' J-BOLT OR ANCHOR a �0 BOLTS, W/ 4' MIN. EMBEDMENT, W/ 2' X 2' X 1/8' WASHER 4 NUT. (1) WITHIN 8' OF TOP, (1) WITHIN 8' OF THE BTM, (3) EVENLY SPACED. of I 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 10' O.G. MAX SPACING NOTES: ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR 9 BUCK ATTACHMENT 3 SCALE, W-P-®' 8' CMU 1/2' DRYWALL 1'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 +3/4" OR +5/4" A WINDOW TO BLOCK +3/4 OR +5/4" 2X4: SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN B' OF EACH END 4 18' O.C. MAX SPACING. 2X6: CEM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 10' O.C. MAX SPACING. 2X8: CEO SECURE TO BLOCK W/(2) 3/I6' 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. I Nf 8' CMU 1/2' DRYWALL El I'X4' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +1 1/2" nWINDOW TO BLOCK +1 1/2" U 2X4: SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X(P: CEO SECURE TO BLOCK WK2) 3AW TAPGONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X8: SECURE TO BLOCK WK2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN W OF EACH END 4 18' O.C. MAX SPACING. 8' CMU ❑ 1/2' DRYWALL I'X4' P.T. NAILER n 1/16' 0,5.5. X 4' MIN. DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +1 15/16" C WINDOW TO BLOCK +1 15/16" 2X4: IZI SECURE TO BLOCK W/ 3/16' TAPCONS (MIK SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X6: CEM SECURE TO BLOCK WK2) 3/16' TAPCONS (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: CEMI 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. 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 1'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 +2 1/4" %)WINDOW TO BLOCK +2 1/4" _ L 2X4: IZI SECURE TO FLOCK W/3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X6: CEO SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE J46 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 IB' O.C. MAX SPACING. 2XS: CEM 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 18' O.G. MAX SPACING. ❑ 1/2' DRYWALL I'X4' P.T. NAILER DOOR CA'">ING 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" E 2X4: IZI 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.C. MAX SPACING. 2)(6: CEM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN W OF EACH END 4 18' O.C. MAX SPACING 2X8: CEM SECURE TO BLOCK W/(2) 3/I6' TAPCONS (MIN. SHANK SIZE .145 MIN. NEAP SIZE 300 MIN. EMBEDMENT 1 1/4') 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 2ND 2X SECURE TO STRUCTURAL MEMBER W/(2)12d WITHIN 8' OF EACH END 4 6' TO 8' O.C. MAX 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" r, F 2X4: CM SECURE TO BLOCK W/ 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X6: IMM SECURE TO BLOCK WK2) I/4' TAPGONS (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: [NM SECURE TO BLOCK W/(2) 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 I/49 WITHIN 8' OF EACH END 4 10' O.C. MAX SPACING. IH � S' CMU ❑ 1/2' DRYWALL I'X4' P.T. NAILER -1/16' OSB. X 4' MIN. DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3 7/16" G WINDOW TO BLOCK +3 7/16" 2X4: CM SECURE TO BLOCK W/ 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18- OZ. MAX SPACING. 2X6: CEM SECURE TO BLOCK W/(2) 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 IS, OG. MAX SPACING. 2X8: 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 IV 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 Reviewed for code Compliance Universal Engineerin¢ F9 Sciences I III 8' CMU 1/2' DRYWALL p _ y 0 CMU iff DRYWALL ❑ I'X4' w _ IX FURRING P.T. NAILER I' P-T. X 4' MIN. W RIP 2XI0 TO DOOR CASING DOOR 8-1/85W FRAMING HOLD FLUSH TO INTERIOR FACE OF DRYWALL 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 3/4" nWINDOW TO BLOCK +3 3/4" Q'�Ga" ENTRY DOOR BUCK gK"RUIREMENTS 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #93 PROJECT# 04321.200 093R1 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: DETAILS 60 MPH EXP. ARCHFECT. STATE OF FLORIDA MAR 18 2021 MICHAEL C. ANDERSON L AR NO 17305 J PRINT DATE- 03/03/21 SCALE: 1 /4"- f - 0 Oil SHEET ][)3 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: CREEK. -VT PHASE 2 LOT #93 PROJECT# 04321.200 093R1 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. C ARCHrrECT-. STATE OF FLORIDA MAR 18 2021 MICHAEL C. ANDERSON AR NO 17305 rnaa�• i DAT03 03 21 E/ / SCALE: 1/4"=1' - 0" SHEET LEGEND DRAINAGE PLANE (WR5 LATER *1, STUCCO WRAP) WRB LA,r'ER 02 (FORT11=15ER — - — - — - — — 5UILDING PAPER) METAL LATH X—X—X—X STUCCO WOOD OR 1/16" ZIP WALL SHEATHING 6ELI=-ADHE51vE FLASHING — — — — — NOTE: METAL LATH: LATH TO 5E PER SECTION R103.1.1 / ASTI"I C-841-14a, MIN. 2.5 L5S. PER SQ. YARD (UTILIT`r OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ■�■il STUCCO FINISH 6" SELF ADHESIVE OVER TOP 6 SIDES FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT O TOP E SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALLl\ 6' SELF ADHESIVE - FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' ELEC. METEF VERIFY LO F— — 7 F--1 VENT PENETRATION SCALE: N.T.S. AK>=/A I v 1w%l=c-l=1 V= STUCCO SCRATCH COAT E 1 COAT OF PAINT W/5AC1G- ROLL PRIOR TO ELEC. METER INSTALLATION C. METER FIELD :IFY LOCATION 'LY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO 5E FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLY5LEND FOAM At cti 7R SIMILAR) APPLY A SILICON SASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES „" . 1. � . I ,�....:0 SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER 01, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW GUT 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 STF '*1 5Tf= #3 WOOD CONSTRUCTION 8' CMU WOOD SHEATHING WRB LAYER "I, STUCCO WRAP WRB LAYER 02, FORTIFIBER 5UILDIN3 PAPER METAL LATH -1/5' TEXTURED FINISH® WOOp -FASTEN TO WOOD STRUCTURAL MEMBER ® 1' OjC. MAX Yam TO Jim MID -WALL WEEP SCIREED 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING FINISH a MASONRY B HORIZONTAL WEEP SCREED (FRAME TO BLOCK WRB LAYER 01, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING' APPLY SELF -ADHERING - MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER *1 0 STF 112 WRB LAYER 01, STUCCO WRAP 0 APPLY 6(O MIN SELF -ADHERING GRADE 'D' FELT MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER STF #4 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) ,. METAL LATH STEP '*5 OELECTRICAL RECEPTAC 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 #93 PROJECT# 04321.200 093R1 MODEL: 4EHB "2605-HAYDEN" GARAGE STrMG: RIGHT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. ARCHITECT- STATE OF FLORIDA MAR 18 2021 MICHAEL C. ANDERSON AR NO 17305 rL'"AN A 303 21 0 DATE• / SCALE: 1/4" =1' — 0' SHEET LEGEND DRAINAGE PLANE (WRP LAYER #i, STUCCO WRAP) WRB LAVER 02 (FORTIFIBER BUILDING PAPER) METAL LATH STUCCO WOOD OR 1/16ZIP WALL 5HEATHING SELF-ADHESIVE FLASHING 2 1/2 " -4 x x x x CORNER BEAD (FASTENER E SFACING 6 '1" O.G.) GMU 1/2" THICK, 2 GOAT CEMENT PLASTER APPLIED DIREGTLY TO MA50NRY 1 /1 -Q1CORNER BEAD � BLOCK R@ul@w@o 1pr+ �araPiii�Fl�� Umjv@v§@I EP91Flg@(IfiQ 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www. a b d es i g ngrou p. com 0003325 SUBDIV. 6c LOT: CREEKSIDE PHASE 2 LOT #93 PROJECT* 04321.200 093R1 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. ARCHITECT: STATE OF FLORIDA MAR 18 2021 MICHAEL C. ANDERSON AR NO 17305 DATE 03/03/21 SCALE: 1/4"=1'-0" SHEET 2x6 SUB -BAND W/1"x4" NOTCH tv END, WRAPPED IN FD1=1=L 6 STICK DRIP EDGE -1/8" TEXTURED FINISH -6 WOOD 1/2" TEXTURED FINISH 'Q CMU 1\ I\ I\ I\ I \ I \ 1 \ METAL FASCIA \ WRAP YS' FROM \\ STUCCO, 1" FROM \ WOOD WALL \ EXTERIOR WALL \ (FRAME OR CMU) \\ NOTE: NOTCH FOR 2X6 SUB BAND ONLY N, �N I �= I AN 1 METAL FASCIA WRAP 2X6 SUB SAND L — _ ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) DRIP EDGE, 1" OFF WALL (NOT INTO STUCCO) i— I-1/8" TEXTURED FINISH 6 / WOOD, 1/2" TEXTURED FINISH 9 CMU `, 2x& SUB —BAND W/I"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 a WOOD, 1/2' TEXTURED FINISH 10 CMU METAL LATH WOOD SHEATHING OR CMU WR5 LAYER 01, STUCCO WRAP (FRAME ONLY) WRI5 LAYER "2, FORTIF15ER BUILDING PAPER (FRAME ONLY) ROOFING CEMENT DRIP EDGE METAL KICK OUT PRE-ENG'D TRUSS TO BE CUT 6 WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4"x4' -0" SCABBED TO TRUSS W/126 NAILS ro"-8" O.G. MAX. 2x SUB -BAND W/lY"x4" NOTCH 6 END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL @ WALL SZJB BAND DETAIL � WALL W/KICK-OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB —BAND W/V2"x4" NOTCH im END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT m ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK —OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) Reviewed for Code Complianco Universal Erigm@@otiq Scwn METAL FLASHING, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB —BAND W/%"x4" NOTCH a END, WRAPPED IN PEEL # STICK *ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #93 PROJECT# 04321.200 093R1 DdODEL: 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 60 MPH EXP. ARCHffECT: STATE OF FLORIDA MAR 18 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 03 03 21 DATE: / / SCALE: 1/4"=1'-0" SHEET WA6 1 10„ 1U „ 0 4' 7'_4" 4, FM-12X18 o' Iro col f+D I N X h 4" CONC. LL W LL a ly SLAB L l OW N FM-16x18 110'-0.1 0 T 0 O M 4 I 11. I I X l; LL o J � i I W U N 00 W d J 20'-5" LL 1 u- Z x WII: a ILL OI'U 00 >llw aliW - u u e 9, 5„ 9,_3„ 39'-8" 27'-10" Cq 0 TOP OF yWu 7'-5" r :=s �- c_ss ���s_c.�, :e - ---- • i 0 EXA L• • 00 OP TRANSFER 24" O.C. STEEL U Ul i#3 @ MAX -0" FIN. FIN. CONC. ELEV SLAB CV l Iao � 11 l I IL 4 L FM-16x18 — — — — EmrTxm 00100" l�° 4 M �• LL 4 I - - `L -4„ - - N FM-16X18 5,4, - r _4„ 1 V-4" 8'-0" 39,_8„ FOUNDATION PLAN SCALE: 1/4" = T-0" To 3.0: 9'-4" W IL 0 U) ro 10, D 0 x cc 61 LL FM-16x18 — 21'-8" wag T-6" TOP OF IO SLAB I 0 LO co I FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +4-0". 3 COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR 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 WINDOWIDOOR 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,MNDICATES #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 BARSSHALLNOT 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 3 OF SLAB SUPPORTED T-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 39, LEG EACH WAY. MARK WIDTH LENGTH 1 THICKNESS BOTTOM REINF. I TOP REINF. T.O.F. SHORT LONG FM-12xl8 12" CONTINUOUS 181, (2) #5's - (+)D'-0" FM-16x18 16" CONTINUOUS 18" - (2) #5's _ (+)0"-0" FM-20x18 1 20" CONTINUOUS 18" - 7 #5's + 0"-0" FMC-1ISM 8 16" CONTINUOUS 18" - (2)#5's - VARIES CW-12x12 12" SEE PLAN 12" - (2) #5's - (+)0"-0" CWC-12x12 12' SEE PLAN 12" - (2) #5's - VARIES F-24x24 24" 24" 12" (2) #5's (2) #57 _ TE-1 8" SEE PLAN 8" (1) #5's - (_ 0„-4„ SECURE STRAP TO CONC. W/ (2)-3/16'X2' TAP —CONS CONC; SLAB Reviewed for Code Compliance 1B A/G SIMPS❑N WB Universal Engineering UNIT ROLL STRAP OR Sciences IF EQUAL 2 EACH CORNER ❑F UNIT SECURE STRAP TO UNITS W/ (2) #Bxl 1/4 SHT MTL SCREWS A/C CONNECTION TO PAD DETAIL 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SLTHDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #93 PROJECT 04321.200 093R1 MODEL: 4EHB "2605- HAYDEN' GAR.&GE SVfMG: RIGHT PAGE: FOUNDATION PLAN 60 MPH EXP. ARCHrmm. STATE OF FLORIDA /411XL�� b— MAR 18 2021 MICHAEL C. ANDERSON AR NO 17305 D 03/03/21 SCALE: 1/49t=1'-0" SHEET 1._J 1 STEEL REINFORCING IN GROUTED _ CELL SEE PLAN FOR SIZE AND 0} SPACING REQUIREMENTS � F aw mU 00 EL V J Z 8" CMU WALL o+ 0,_0„ TOP OF SLAB SEE SLAB SCHEDULE EXT. PORCH SLAB a n 4" CHAMFER (1-STORY) W/ 1/2" ISOLATION ° 6" CHAMFER (2-STORY) JOINT(WHERE i • APPLICABLE) Z ` SEE SCHEDULE g FOR WxD, BAR SIZE N AND BAR QUANTITY r BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" EXTERIOR MONO -FOOTING BOLLARD LAP P PLATE A IN. OF 48" AND N L W/ 16d COMMON NAILS, 2- OWSR, 4" O/C BTM. LAP TO OC OVER STUD 2x4 OR 2x6 W\2UDS - WALL W/ SYE PLANS FOR E BTM. PLATE PROVIDE DB SCALE: 3/4"=V-0" Q 2" CAPPED GALVANIZED PIPE W/FLANGE @ BASE .SECURE FLANGE TO SLAB W/(4) 1/4 X21/4" TAPCONS SCALE: 3/4"=V-0" VERIFY HEIGHT OF WALL WI PLAN PROVIDE BLOCKING SECURE BT. P E TO S /10d SONRY NAIL O/ T GERED. kA T L METAL C N TORS NOT RED WHEN NO V�✓^J FT IS PRESENT. SEE:SLAB SCHEDULE q° � a ° ° SEE SCHEDULE �~ FOR WxD, BAR SIZE D BAR QUANTITY INTE R FOUNDATION OD WALL 9 SCALE: 3/4"=T-0" (NO P L I FT) STEEL REINFORCING IN GROUTED Q a S CELL SEE PLAN FOR SIZE AND } SPACING REQUIREMENTS Q. W LU 00 U) O0 U , 8" CMU WALL o z M +_0,_0., TOP OF SLAB ,a G VARIES ° a SEE SLAB SCHEDULE TOP OF GARAGE ° EXT. PORCH SLAB 4' CHAMFER (1-STORY) WI 1/2" ISOLATION a'O 6' CHAMFER (2-STORY) JOINT (WHERE •• 6 SEE SCHEDULE APPLICABLE) z FOR WxD, BAR SIZE 04 � AND BAR QUANTITY EXTERIOR MONO -FOOTING 2 @GARAGE SCALE:3/4"=1'-0" W UJ ra I NEW REINF. BAR O a- SECURED W/ 2- PART a I EPDXY. MIN. EMBED JQ 8"UNO FOLLOW ALL MANF. 2 SPECIFICATIONS FOR _ m I USE AND ~ 4" 4' PREPARATION OF '� HOLE. Z Lu o O O M C3, 4" CHAMFER (1-STORY) 6" CHAMFER (2-STORY) ADDING BAR TO - MON LIITHIC FOUNDATION 6 SCALE: 3/4'=1'-0" 777.) �- MtI� P 8"C 'off, 8" CMU F L C PJ 2XWALtLFR MI M1, I 1 " DIA. N STB2 BOLTS 5" MIN UM E EDMENT INTO GRO ELL, 4" FROM ENDS AND 16" O.0 RTICALLY MAX ( s" a INTER R FRAME BRIG W L TO I BLO K WALL CONNECTION 1 I S19ALE:3/4'=T-0" 30" MIN. EACH WAY MONOLITHIC FOOTING 9 y p v P P sr 4• ° p P- pr: .�.r FM P. CORNER BARS, SAME SIZE AS LARGER BAR .r sl.. IN FOUNDATION WITH 30" LEG EACH 0 " I WAY AT ALL CHANGES IN DIRECTIONS SO THAT THE STEEL REINF IS CONTINUOUS s vI MATCH AMOUNT OF CONTINUOUS BARS LL Lv 'LL CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST NUMBER OF BARS lie. 2 TO 3, PROVIDE 2 BARS), LINO MONOLITHIC FOUNDATION {%� CORNER BARS DETAIL ` `� f SCALE' 3/4"=1'-0" Q J J cn LU W M: IUJ = � U U RECESS AROUND DOOR OPENING 4 GARAGE SCALE: 3/4"=1'-0" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON VERIFY HEIGHT NAILS. 2-ROWS, 4" 0/C BTM. OF WALL W/ PLAN LAP TO OCCUR OVER STUD 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING- SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL 16" O/C STAGGERED. ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO N UPLIFT IS PRESENT. w SEE SLAB SCHEDULE Q DF SLAB 4° ' 4 -4- ,. e a EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY INTERIOR CURB FOUNDATION WOOD WALL / I 0 SCALE:3/4"_V-0" (NO UPLIFT) STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND EL SPACING REQUIREMENTS F m W ' 00 U_ a _ Z 8" CMU WALL o 0 SEE SLAB SCHEDULE EXT PORCH SLAB a a 4" CHAMFER (1-STORY) W/ 1/2' ISOLATION , 6" CHAMFER (2-STORY) JOINT (WHERE APPLICABLE) Z ° MATCH STEEL REINFORCEMENT 6' PVC CHASE iv PER SCHEDULE THRU FOOTING r FOR N RY SET EV: Reviewed for Code Compliance. Universal Engineenno Sciences SLASLABg ° ' • . < '. q TOP OF SLAB A Zvi .� LU ° d . >. as a d a O c. 6"PVC CHASE THRU FOOTING MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR WXD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE - ejHRU FOOTING SCALE: 3/4 1'_0 BAR SIZE 48 BAR DIA. #3 181. #4 24" #5 30" #6 36" #7 42" 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-2591 www:abdesigngrou p.com AA #. 0003325 0 \\ ' A I' 401 a �ff � � k' w u 0 5 aI ar.! \ -@ n \\'A1 go oil ilu b3DIV. 8e LOT: . CREEKSI. IPHASE 2 d r LOT #93 PROJECT* 04321.200 093R1 MODEL. 4EHB h "2605— HAYDEN" GARAGE SVfMG RIGHT �IF.AGE: 1 I rr r, o. { y•i (30 MPH EXP. C iiiiiiiiiiiiiiiiiiiiiililillilljlI ARCWECT: STATE OF FLORIDA 7 MAR 1 8 -2021 6" 4CHAEL C. ANDERSON AR NO 17305 ''" ?RINT DATE: 03 03 21 SCALE: 1/4"=1'-0" SHEET +1 l p gFMm�da' W#PMwmmrid§gwxa. 17,_4., 13'-3" 1 T-8" 10r_01, I 19r_2rr 17,_4., 13'-3" 1 T-8" 10r_01, I 19r_2rr FIRST FLOOR DOWEL PLAN SCALE: 1/4" = 1,_0.' 0 M Cl) co 0 N V it Reviewed for Code Compliance a: Universal Engineering Sciences 2194 H WY A1A, SUITE 3D3 iNDIAN HARBOUR'BEACH; FLORIDA 32937 PH: 321802-3591 '' www. a bdesigngrou p.com AA #: 0003325 iJBDIV. 8e LOT ' CREEKSIDE PHASE 2 r LOT #93 PROJECT# 04321.200 093RI MODEL: 4EHB "2605-HAYDEN" 4 ARAGE S WING -,s kt: RIGHT PAGE: FIRST FLOOR DOWEL PLAN 1 'x160 MPH EXP.>' ARCHffECT STATE OF FLORIDA f:- { MAR 1 8 2021 h MICHAEL C. ANDERSON r AR NO 17305 "PRINT SATE: 03/03/21 SCALE: 1 /4"=1' - 0" SHEET `A S 1 F• ZZ UJ m° U TIE VERTICAL REBAR TO HORIZONTAL REBAR W 10" HOOK Z GROUTED BOND BEAM N VARIES PER—ELEV. a .. 'P -4 d d .a d m HORIZONTAL/VERTICAL REINFORCING SCALE: 3/4"=1'-0" CLEAN OUT REQUIRED FOR INSPECTION 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" ww 0(.) >O NEW REINF. BAR a 0r SECURED W12- PART a- EPDXY. MIN. EMBED Q 6", UNO J J FOLLOW ALL MANF. 2 Q SPECIFICATIONS FOR _ USE AND PREPARATION OF m Z m — HOLE. wd .. ^ A ... d- a duo . a - e a' 1"ad .. . A. Q a STEEL REINF. OF BOND. BEAM ADDING BAR TO 4 BOND BEAM SCALE: 3/4"=1'-0" OFFSET METHOD HORIZONTAL/VERTICAL REINFORCING SCALE: 3/4"=1'-0" CONTINUOUS METHOD BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" VARIES PER ELEV. CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 3 SCALE: 3/4"=V-0" Reviewed for Coo'E Compliance Universal Engineering UZI] Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 svBDiv e� LOT: CREEKSIDE PHASE 2 LOT #93 PROJECT* 04321.200 093R1 MODEL• 4EHB "2605- HAYDEN" I AGE SVfMG:RIGHTGE: DETAILS MPH EXP. ARCHITECT- STATE OF FLORIDA MAR 1BV21 MCHAEL C. ANDERSON AR NO 17305 DATE: 03/03/21 SCALE: 1 /4"=1' - 0" SHEET S1d 2 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDN 8e LOT: CREEKSIDE PHASE 2 LOT #93 �Ea PROJECT# i3 04321.200 093Rl MODEL 4EHB "2605- HAYDEN" GARAGE SWING: RIGHT PAGE: FIRST FLOOR LIFT BEAM PLAN AND NOTES 60 MPH EXP. ARCHrrECT= STATE OF FLORIDA i Ile MAR 18 2021 MICHAEL C. ANDERSON AR NO 17305 DAI'rk SC : 1 j4�`1�.._Y.a4w NOTES TO THE INSPECTOR/CONTRACTOR TYP.8"x8" 1. PLACE LINTEL ACROSS TOP OF OPENING- BOND BEAM ro 1#5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. $„ PLACE3. MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING PLACE STEEL HEIGHT�c �OF REINFORCING (L2) 4- THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8"x16" �P\ 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM pJ� COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL #5 CORNER BAR W/ 30" LAP FOR EACH / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 COURSE OF BOND BEAM / TOP OF THE LINTEL. 81, 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. VERTICAL REBAR W/ 10" HOOK / P�5 F�¢� 8x16 DBL. BOND -- TOP OF BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE p \�G 8x8 BOND BEAM TOP OF • Q�� W/(1)#SBAR :�: BOND BEAM F = FILLED W/ GROUT 30" TYPICAL I �\Ap U =UNFILLED GROUT SOLID FROM TOP SPA NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL. � #5 BAR IN BOND BEAM BEAM COURSE _ SEE NOTE 5 16-1 T/ 1 M /0 B 8x8 PRE -CAST CONCRETE NOMINAL— LINTELJ� LENGTH OF BARB WIDLTH OF MASONRY QP HEIGHT #OF#5'S,TOP OPENING-2" BEAM DESIGNATION CORNER IT I0 'S BOND BEAM COURSE S THIS ENGINEERINTENT OR 2 THAT XFXX - 1Tl11AMB INDICATES A DOUBLE BOND BEAM /#OF #5'S. BOTTOM 8x8 PRE -CAST CONCRETE REINFORCING OF BOND BEAM ANDXFXX- iT/OM/OBINDICATESASINGLEBONDBEAM PLACED IN LINTEL LINTEL. W/O STEEL (L1)REFER 1 SCALE: 3/4"=V-0" IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS TOP AND XUXX - 1TI110/013 INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED OF OPENING LINTEL AND XUXX - 1 T/OM106 INDICA I ES A SINGLE BOND BEAM ABOVE UNFILLED LINIEL — SINGLE BOND BEAM AT HIGHER ELEVATION WINDOW SINGLE BOND BEAM AT LOWER ELEVATION #5 BAR BENT AS SHOWN a 3 1Bl PRE -CAST -� G WINDOW Z SILL v —SLOPE o LTV OPEN FACE SHELL SO - AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER BOND BEAM #5 MIN. REQUIRED IN EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD ACI HOOK TYPICAL MASONRY WINDOW CORNER BARS 4 SILL CONSTRUCTION AT CORNER STEP SCALE ,,/2"=1'-0" 3 Reviewed for Code SCALE: 3!4"=1'-0" Compliance Universal Engineering Sciences de E r O SINGLE #5 CORNER -- BAR. 30x30 TURNED UP 0 OR TURNED DOWN INTO — STEEL REINF. OF Sa u FILLED CELL BOND- BEAM r O 0 Ed-., o 0 0 0 PROVIDE #5 BAR AT EACH SIDE 0 TE: • ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN • ALL NAILS PENETRATE ALL LAMINATIONS AND AT LEAST 1 4" OF THE THICKNESS OF THE OUTERMOST LAMINATION WHERE de = END DISTANCE sa = SPACING BETWEEN ADJACENT FASTENERS A ROW s, PACING BETWEEN ROWS OF FASTENERS ea = GE DISTANCE STEEL REINF. OF OF ELEVATION o BOND. BEAM -- CHANGE *MUST HAVE 2 OR MORE LONGITUDINAL CHANGE IN ROWS OF NAILS ELEVATION OF BOND BEAM R DOUBLE STUD W/ 10d NAIL ATTACH NT 7 SCALE 3/4"=V-0" " SCALE N.T.S. WOMSEC110fd FASIBMSPA M da=2"MIN, 214"M sa=2y'"MIN, X CAS s27 M _ OV,2zM de =2 IN, 2 AX Sa = 2 y' 9" MAX - 'MIN,2z AX' d="MIN,2z"M de =2" MIN, 2 J4 MAX sa - 24' MIN, 9" MAX s, =1 2" MIN, 2 z" MAX* ad = a" MIN, 2 z" MAX 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 22LLMMMIO SUBDIV. 8a LOT: CREEKSIDE PHASE 2 LOT #93 PROJECT# 04321.200 093R1 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: DETAILS 60 MPH EXP. ARCHrrECT STATE OF FLORIDA MAR 18 2021 WiAEL C. ANDERSON AR NO 17305 P PRINT 03/03/21 SCALE: 1/4"=1'-0" SHEET S2• 1 "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" 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 1 EDITION, SAFE PLF LOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8/6-W 16-1Tro6 ttro6 1TroB 1T/OB -1T/OB TYPE LENGTH 8/8 PLAIN 8/8 SOLID TYPE LENGTH 8181T 8/16-1T S/WT 8124-11T 8I28-1T 8/32-1T 8/8-2T 8/16-2r e/20-2T WA-Zr 8ne-Zr 8/32-2r 8/8-19 16-lT/1B 1TH6 1TH6 1T/1B -lT/1B T-W PRECAST 1436 952 3114 4217 5321 6426 7531 3'-W PRECAST 689 1024 T-W PRECAST 4'-0" PRECAST 1589 3524 4394 5263 6132 7001 1569 3524 4394 5263 6132 7001 2465 6113 6385 7708 9031 10000 4'-0" PRECAST 1065 700 2305 3125 3W4765 5587 4'-0" PRECAST 514 763 133 300 3815 4570 5325 6079 1303 3000 3815 4570 5325 8079 1961 6113 7192 SW 7827 8751 4'-6" PRECAST 819 533 1�70 24W 3033 36e6 4300 4'-0" PRECAST 398 591 4'-0" PRECAST 1207 2582 3375 4043 4711 5379 1207 2707 3375 4043 4711 5379 1625 5743 7547 6752 6541 7565 SC PRECAST 931 1247 1999 2560 3123 36M 4249 PRECAST 411 411 5'-4" PRECAST 1016 1806 2374 29" 3513 4084 1016 2276 2838 3399 3961 4084 1319 4460 7196 7342 5780 OM5'4" 5'-10" PRECAST 817 1024 1631 2090 2549 300H 3470 V-10" PRECAST 340 339 5'-10" PRECAST 1499 1971 2443 2915 3387 929 2080 2593 3107 3620 4133 1161 3693 5877 8036 6648 5776 6'-" PRECAST 692 1139 3227 3031 3707 4383 5061 SW PRECAST 410 721 F-W PRECAST 835 1201 1578 1955 2332 2709 835 1688 2329 2790 3251 3712 1139 3227 46M 7054 10000 8825 T-0" PRECAST 570 938 2498 2205 26M 3191 3685 r-r PRECAST 303 534 7'$" PRECAST 710 900 1181 1462 1743 2025 727 1624 2025 2426 2827 3228 938 2498 3408 1 4864 7067 6472 9'4" PRECAST 428 633 15M 2204 1 2481 2818 2621 914" PRECAST 192 384 9'-4" PRECAST 454 586 767 1 948 1129 1310 572 1318 1643 1 1969 2164 2519 639 1674 2298 1 3081 4099 4899 10'-0" PRECAST 388 487 1247 1767 1904 2163 2028 10'-0" PRECAST 151 301 1V_W PRECAST 356 486 612 765 899 1042 504 1180 1472 1763 1710 1989 550 1407 1897 2781 3222 3784 1 VAR PRECAST 330 544 1312 1742 2252 2868 36W 111-4" PRECAST 132 417 11'4" PRECAST 430 406 5W 653 777 872 466 1042 1372 1643 14-M 1710 544 1312 1742 2252 2868 3552 12'-0" PRECAST 308 507 1210 1 15M 2048 2586 3191 12'-0" PRECAST 111 370 12'-0" PRE riST W3 366 476 587 ON 783 440 940 1 1300 1560 1314 1476 507 1210 1596 2048 2586 3171 13'-" PRECAST 270 433 1045 1N5 1732 2157 2535 131-4" PRECAST 82 298 1 13'-4" PRECAST we 3W 393 484 575 645 398 780 1057 1312 1071 1203 414 1045 1365 1732 2316 2805 14'-0" PRECAST 254 388 978 1272 1e06 1966 2279 14'-0" PRECAST 71 293 141-0" PRECAST 21 278 3W 443 528 e09 378 717 961 1192 975 1133 390 1 978 1272 1606 19M 2389 141-8" PRESTRESSED N.R. NR NR NR NR NR NR PRESTRESSED N.R. 283 14'-8" PRESTRESSED 239 422 5W 626 746 865 246 6 1237 1474 1715 45 1079 1429 1824 2277 2712 15'-4" PRESTRESSED N.R. NR NR NR NR NR NR 15'-4" PRESTRESSED N.R. 252 15'�" PRESTRESSED 224 387 464 574 684 793 230 file 908 1134 1353 1572 412 1014 1340 1703 2118 2513 1T�" PRESTRESSED N.R. NR NR NR NR NR NR 17-4'" PRESTRESSED N.R. 183 17'4" PRESTRESSED 187 326 365 451 587 am 192 508 720 501 1135 135 300 856 1121 1413 1739 2047 19'4" PRESTRESSED N.R. NR NR NR NR NR NR 19'-4" PRESTRESSED N.R. 148 19, 4" PRESTRESSED 162 266 348 430 513 59 188 429 623 803 950 1098 235 736 959 1200 1467 1716 21'-4" PRESTRESSED N.R. NR NR NR NR NR NR 21'-4" PRESTRESSED N.R. 125 21'-4" PRESTRESSED 142 219 219 308 308 361 381 454 454 527 527 142 180 598 833 1038 1168 1468Ole 22'-0" PRESTRESSED N.R. NR NR NR NR NR NR 22'-0" PRESTRESSED N.R. 116 22'-0" PRESTRESSED 2W 359 428T79 497 137 356 513 359 900 165 550 784 992 1203 1381 24'-0" PRESTRESSED N.R. NR NR NR NR NR NR 24'-0" PRESTRESSED N.R. 1 91 1 24'-0" PRESTRESSED 124 174 245 302 300 418 1 124 319 455 1 581 1 687 793 129 450 OR 824 1014 1147 - ALL VALUES TAKEN AS THE AND CASTCRETE MAY 2015 - ALL PRECAST PRODUCTS LESSER EDITION. ARE TO FROM BE INSTALLED "SAFE LOAD TABLES" PER MANUFACTURES BY QUALITY SPECIFICATIONS 2018 LOTTS MAY 2015 EDITION - PRECAST - PROVIDE PRODUCTS BY OTHERS TO MINIMUM 4" OF BEARING PAST MEET EACH OR EXCEED SIDE VALUES OF WINDOW STATED OPENING ABOVE PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 19-0130.13 Reviewed for Code Compliance -`*' �� Ltniversal Engineering E? Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #93 PROJECT: 04321.200 093R1 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: SAFE LOAD TABLES 60 MPH EXP. ARCHITECT - STATE OF FLORIDA MAR 18 2021 MICHAEL C. ANDERSON AR NO 17305 A D TE 03/03/21 SCALE: 1 /4"=1' - 0" SHEET S2e2 FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF' SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8)10d x 1 1/2" HDG NAILS; WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ' 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- - THF DIAGONAL. BRAE ADJACENT TO THE TRUSS WEB AS CONDITIONS ALLOW. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED 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. COLUMN SCHEDULE MARK SIZE S BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT WD-1 4X6(3Y2"x5y")SYP. HTT4W/5/8"DIAx6' 5/S3.1A PT_. WOOD POST EXP. BOLT CONNEROR SIALIGUIE I CONTROL OAT' p (n .. NFL-JSP SIMPSON %FTe P III SIMPSON Ok S. JPLIFT GXANU1 LEE JPLIII GRAVITY FASTk4Fl1 FASTENER HTA161S 1625 META 11 14s0 (3) 100 X 1 In' 1 FLY, PI 1& 2 PLY, EMBED4' (8110d K1In- I PLY, I)BAN 2 PLY, EMI" (21 HTA 1618 I430 (R)META-15 1985 (12110d x 11/2 "1-PLY EMBED4" (10)III x 11/2' 1 PLY, EMHEDA" HTA 16 1820 HETA-16 1810 (1011RI X11/2',(n F A2PLY,f MB'OT (91 ME X 11/z'1-PLY, IR11602 PLY, EMBEDP' 11120 1910 HUA-20 LEON (10)ILEx 11/2", IS] HIM 2 PDO EMBED4" (9)InX11/2'1-PLY, UJILL 2 PLY, EMBED4" (21 NTA-20 2430 (2) HFTA-20 zD3s 1 1 PLY EMBED4• az IDdxl /.. 1 1 (10 ) 111 x 112" 1:PLY, '/ MH[om zsw (10)16a2 PLY,fMdEO¢ 12 ( 116cz PLY, EMBEDr LUGT1 1655 LET 2 IS. BLF(s)if, 3 Weag-.Y1.. X-G., WOOL (IF)IM. (21']/4123/4' TUEN, WOOD (16) IEM LUGT,.3 3380 LETS 5DYUP 34H CONC(4)3/8 X5 wedge 0LU,AYIhPM,WC0D(]2). WS25 (12)IRS 1/4 x3 TO. GIRDER, (41.3/8"a5"TREN HIM WALL DHTA-31 2430 DETA1-20 24M 'I.)' TOY X11/2, 1 PLYALTEREWTE USE OF(2)MA-220AXYFPI,ABIE (18)'1U1x1In, 2 PLY ALT ERNATE USE OF 12) META 20ACCENABLI MUGiis+ 394.S MGT. 3961 11)EIVAF.D.INYPON STREMCI 'IN EPOKY (MIN 12' EMBED),(22) I. TO WOOLI (11PIP AT R I N HIGH STRENGTH EPDXY IMIN. 12 F M13ED),(221100 TO WOOD XVGi2♦ 9575 NG12♦ E. ` WOOD (8 IDtl MASONRY (23/n AiR (213/4"AT.R. IN HIGH STRE NGTY EPDXYJOIN. 12 EMBED),(161 ICE TO WOOD HVG13. MY. HGi.3. 111F911 WOOD (8) DOE, MASONRY(z)3/4 AIR 1(213/4 A T. R. IN" IN S I R£ NGTN EPDXY IMIN. 12 EMIRS, I 1 R) 100 TO WOOD OF. Is 10 PARA FLY IT O WALL 34ZO PERPENDINWR TONAL LTA2 1211 PAEALH 121OPHPEN WALL LTD WALL OICUTARTO (10)Wd 11 In' (LT UPx1-1/1' MJGT15 ISO, MIST i9ID (L±' ATR IN HI GE STRENGFH EPDXY (MIN.12"EMBED)(4)UOd TOP/(5110d FACEA121 HE BACK OF TRUSS (1)S'SATD, IN HIGH STRENGTH EPDXY (MIN IL' P SPEED), (16) SIG 1/4'x3 EDIT 9515 (2)VGT 1185 (21518"AT.R. IN NIGH STRENGTH EPDXY (MIN.32"EMBED RH RB '.12)518'AT.R. IN HIGH STRENGTH EPDXY (MIN 1VEMBEDI.G2)SC6l1V NTW 12 IF, MTS-12 ITT (14)10dX 11/2`I14)HN (14I TOY I, I/,- HTYY 16 1355 HIS-16 1310 (16110d X1In (16) IRS (16). 100 X1In' HTW 20 1355 El 1310 1241 IDtl X I In' 111) 1. (24)THE 911/2 FIT. t4 IS,, IT 5aY L241BOB X1 Vz•,(20)HE (1411O0 XI 1/2' USTA 12.. BOB LSTA-12.. h011m (1.p00 LSTA IS- 1211 LSTA-1R.. (14)]0d U411.1 MS A-18+t III. MSTA-13t+ (1¢11W (FIT IF, MSTA:24.c 1G0 MSTA.2A++ Pai IDtl USI IDtl Mueao.. 2065 . MsrnaLt k2DI. 1i2µ6d (zzµao MSTA-36..- BIS b4TA-36.. (26)1W (26)100KST1236 1YEN MST I-3E. (36)1atl XT In' (EST I., X11/1" ITIII18 i1W Ms FAR 1481:IOa II In � (,FM I., XI In' LFTA6 LAR : H6 1.) n! a 11%C`.(I6) Ad) (9)& TO PLATES, (3) M TO STUDS SPT4 "I SET r25 - (6110c TO sr a OS(61 ID0 TO PUT; (FIT 1Odx 11/2"TO STUDS MP34 S251N F1 W 160. All 430 (4)Ed x 11/2 TO BEAM, (4) Ed X 111, TO HST. (41 Btl x11/2" TO BEAM,(4).1111/2"TO.FOSU NHCPL 6M FIX" 5M (101 BOB X 1112 LOURDES. p6) ID7x 11/2"TOPLATE - (12) FILE XF In' RT16A IFI. L.1W IMP 19)100a11/z" TOTRUs5,18110aKl In'TOP.ATE 118110eXv/Y MUGT1s RPM1WA 4115 VGT R HW4 4940 (281 BOB TOTRU55,(III WES WOOD SCREWSTO PO5TW/5/B"THRGkGED ROO (161 SIN 1/4'x3-TO WOOD, (10)-5D51/4"X21/2"W/THREADEDROD.12) NLRS/WASHER/2 PLY MUGT1s&PY04A 4115 IVGT&HIGB 4. (BIG L0tl 1OIRU'S,110)WES WODO SCREWSTOPOSTW/S/B" 1HRIADFDROO (161 SD51/4"IN- TO WOOD,(3HEW STUDDBOLTSW/ I FREADEO ROU(z) NUTvPNASH+Yj)PL PAU44 PSIS 6115 A3J441 23W 1150 T1 Wg" A T:R, IN FIG H SIRE VDT IT WXY,(MIN ./" IMBEDI IN CONC.,(1211Ed TO WOOD (1EAA.T.R. IN HER STRENG I H EPDXY,(MIN. 7' IMBED) IN GONG. LIZ) BELL 111 WOUO FALLS' 245S 16005 AST) LEE 2i90 1820s 1115/0'ATR. IN YIGF SIR FILL" EPDXY. I MIN 7 EMBE N IN I CONC, 12)IGE TO LAID) (1l5/8 A. IT, I N HGIL 51 R' NGT H EPDXY,(MIN. i' EMBED) IN LUNG, 112)IEd TO WWD US19... 11. 1, 19... 1310 (1) 3/4' IN HIS HSIRE YOU H f POPP.(MN. T' EMOLD) IN C(1NG,(NOTE TO WOOD (1)3/4"A.TD IN HIGH STRENGTH EPDXY, (MIN 2" EMIiIO] IN CONG,(811W TO WOOD LTS2D3 LIT HW LTTZOB.» "Ll (1)3/4' A.T.R. IN WGF STRENGTH EPDXY,(MINT 2"EMBEDI INCONC., I IO)IM xl I/2 TO WOOD (1)V2"AT.R. IN HIGH STRENGTH EPDXY,(MCL 1". ENDED] IN CONC,(10) IWTOWOOD HTI's n1G0 MI'14 4n55 III ISIR " AiR IN NI 6N STRENGTH EPDXY (MIN 1"EMBED) IN ONC.,(18) 160 X 2 In (11SO-A.TR. IN HIGH 51 RI NI 1 H 11.1(MIN .1". EMBED,)) H LONG,(2M IM X 21/1" HII45 i"RX 1115 SHO (115/9' AiR IN Y IGF STRENGTH EPDXY (MUL7- EMBEDI IN CONC,(26)16c X 21/2' (11518AT.R.IN HIGH STRENGTH EPUPYIMIN.1" EMBED,j IN GONG. (2611E0121/z" VPHSIT . 14395 HDOIIXD 25e FULL (1)1" AlA IN HIGH STRENGTH EPDXY,IMIN. IV EMBEDI IN MON,(241WS3WOODNRkWS (111`ATR.IN NIGHSTRENGIH IPUXY,(MRT IC EM9ED)INCONC., (24)Sfh%"a215"WOODYREWS PFDSA 6525 FOW F64] (1)5/8"A.d IN HIGH STRENGTH EPDXY, IMIN T' EMBFDIINONC(141W9WOOD5CREWS (111/8"AB.IY FIGX STRiryGIH kPU%Y,(MIN.1" EMBED.IINCONC.013/45(UOOOITSTO;1 )XI; 1610 III 2/8"A3IN HIGH STRENGTH EPDXY, (MIN .1'EMO'D)N FORC.(311/8" STUD BOLTS TO WOOD N UMISx13U Is. 7130 MS. 356/1125 3415 SEND (1)112"'YBOLT W MIN 6" EMBED & NOT LESS INAN 4 FROM PRO Of CONCW/3/1DAIIWRAhSET/REOHFAO DYNA BOLT SLEEVE ANCHOR OR EMIN'a'EMBEDINSIAILEDINFACE,N4)1WATJOR7 D VW (1)3/4'AT.R. IN HIGH STRENGTH EPDXY, (MIN, 6IS EMBEDMEMI IN CM IL TOPIUS/P'AT.RIN HIGH RENGTH EPDXY(MIN.6]5"EMSEDMENT)INCMU.WE,(19)lWTOSEAM 3G15 2]1I UW961 YUSC412 1woo01 EWES 2635(1W% ILO) 16d TO HEADER(10) 160 TONKOD f0V01Ed fO WOOL) ( ) 160 TO HEADER. O ii]5112s%1 322I Rzs# UBULP ((MU) INS. 30M VJC410 CMUj 1. 41111 I3811/n"" 3 W535CRk WL(10)10dTO WOOD. USP 12U11/T6 IAVVEM 10)100 iD WODO (10)1/4xB3/4..TIT" IN PER FLANGEIIOCNU,ITO, IMTOWP:P. D210-21F(1MU1 115. 30M F UC21D2 (CMU) 1800 ns00 (,.I T/n'"' 3 W535LRI WS, (JO IW iD WOOD. VSP120)3, 16 EAPPERt fU)IO�TOWOW JB,T /4 x)3/4' TITEN IS PER UANGEITDCSIT11OI BID HASOO !HD21031F(CMV 2Z95 501E Y.JC163laOO NUWOOD no00 118 1/413 NS3SCREWSPAUOTO USPI20)3/15" TAPPER.,(1011MTOWODD UT/1x2.314' THEY I9 PER FLANGE)TOCMU.P00111a IOWCOR GUM262 21 BS 6065 UGJM2E2-5 1430 Si95 FI,V."%n'WeOge TnIT. Antfinrs, VKOD(41 W13WIXI)411FW3 T.1 III IN HIDANXNHORS(2 PER FLANGE) TO CMU V, X,.Th"NCFIWSTO HOOD BM1 TO CMU WALL W1 SIMPSON L.GUM48-SDS W1(4) 91' x 4• TITEN HD ANCHORS AND (4) Y4 x 2 V SDS SCREWS TO BM1 3 W/2X6 BOTTOM - I,YGIRDER/TRUSS CHORD 0 0 CJ1L 11 IIEJ3L 11 CJ1L o lA I L2G M 1A 1 .1 GT `r - w =-r 9A 101 r� 1 FA 0 TRUSSES W/2X4. BOTTOM CHORD r---------I FIRE DRAFT STOP 3/4" SUB FLOOR 2X4 NAILER DRAFT _FOR PRE-ENG. STOP 3 II II II n u u n u u u II II II 11 11 II 11 II I6 II II II II II II II II II II II II II � II II II II II II u u n u n u u u u u II II II II II II II II II II II II II II II II II II II II II 11 II II II II II 11 II II 11 II II �II IL II II II II J3 II L ii J2 II J9 11 II II 11 II II II 11 II II --� II II II II II II II II 2x4WOOD 'WALL WI 11 II II II II II II II II II II II n 2x4 WOOD n 11 SYP. NO.2 STUDS II II II II II II II II II II II WALL W/II II @120C II °1 SYP. NO.2 JN `S-0' 11 11 11 a STUDS @ JI n n WD1 u u u 11 H u n n n 12" O.C. II II BM1 11 11 1111 11 II 2X6 WOOD 41 J6 WALL W/ DBL. n n J4 II SETUD ACH JIOIST II II I _ Coll II III DBL STUD 4 II II LL LL II I 1 1 1 11 II 2X4WOQD II L_ J WALLW/DBL. ------- PROVIDE DRAFTSTOPPING 4 II II STUD UNDER II ALONG THIS TRUSS AS TO n EACHJOIST LIMIT AREA II 2.00S.F PER FBC 302.12II J7 II II II II PRE-FAB TED FLOOR I I n u I I n I I u n n n -_-_-_--JOISTS�242_D.C_ II II II II II II II II II II n n 1y� 11 II u` n n n 11 ----�-V _ ��_BIC H'. 11 11`� 11 H 11 II II II H I - wteII II it II II II II 4 1' 10A E1 Q 11 11 11 ll ILLLLLL II II I11 II I11 11 1 1A 1 E2 I _ E3G _ - - - - - - - - - - - - - - - - - - CJ1E {" -� �- CJ1E 9B 10B 9 II EJ2 II 1 1 1 U U aftj ELEV. VIEW ill PRE-ENG. FLR. JOISTS '1 1 �I 3/4" PLYWOOD DRAFT STOP 'I PRE-ENG. FLR. JOISTS 2X4 NAILER FOR DRAFT STOP 3/4" PLYWOOD DRAFT STOP PLAN VIEW 4 DRAFT STOP 9.1B DETAILS 2x4 SCAB NAILED DIAGONAL 'ENDJACK TRUSSBOTTOM BRACING/BOTTOM - - CHORD W/MIN (4)10d CHORD BRACING WHERE APPLICABLE NAILS FOR EACH CHORD CONNECTION FIRST FLOOR FRAMING PLAN SCALE: 1/4" = V-0" )-JOIST DISSIMILAR BOTTOM CHORD BRACING ®END A Reviewed for Code Compliance Universal Engineering Sciences. TRUSSES W/2X4 GIRDER/TRUSS TRUSSES W/2X4 '.... BOTTOM CHORD W/2X6 BOTTOM BOTTOM CHORD CHORD - DIAGONAL 2x4 SCAB NAILEDTO IAGONAL BRACING/BOTTOM TRUSS BOTTOM CHOR BRACING/BOTTOM CHORD BRACING W/MIN (4).10d NAILS CHORD BRACING FOR EACH CHORD CONNECTION '.. DISSIMILAR BOTTOM CHORD BRACING @ MID RUN B I Kid 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 112, UBDIV. & LOT: CREEKSIDE PHASE 2 LOT #93 I' OJECT# ' 4321.200 093R1 ODEL 4EHB 605- HAYDEN" GARAGE SWING-] RIGHT PAGE: FIRST FLOOR ti FRAMING PLAN 60' MPH EXP. ARCHUECT: L AR18 2021 L C. ANDERSON NO 17SOS PRINT 03 03 21 SCALE: 1/4"=1'-O" HCEET \Cj F, ICJ 3 1 ly^ -(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 12" NAILS TO TRUSS PLYWOOD SHEATHING, SEE -(2) SIMPSON HETA16 TRUSS ANCHOR WITH ROATHING /FLOOR SHEATHING 12 16d x 1 1' NAILS TO TRUSS ( ) z FASTENER SCHEDULE" DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) -(1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE' APT SYP #2 2" x4", (16) 1 Od x 3 4" NAILS TO GIRDER AND 6". 8" z 4'-0" MAY BE ADDED (2) SIMPSON HETA16 TRUSS ANCHORS W/ 1Od NAILS, 2 ROWS, 3" WITH (12) 16d x 3 Z" NAILS TO GIRDER O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO 1x2, 2x WOOD FASCIA ACCOMMODATE TRUSS SEE ARCHITECTURAL ANCHOR REQUIREMENTS. 2x SECURED W/ (3)16d GALV. COMMON NAILS. ENGINEERED WOOD 1 x2 SECURED W/ 1 Od TRUSSES @ 24" O/C, GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 12" O/C FOR REVIEW ANDAPPROVAL MASONRY BOND BEAM SEE SCHEDULE 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) TYPICAL TRUSS/ 1a 1b 1c GIRDER CONNECTORS) SIMB BACMBIAp( THIg0M 4500 3/4" WOOD PANELS 6000 (2) 1/2" WOOD PANELS 60 (2) 1/2" WOOD PANELS 90 2x LUMBER e a d 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE \L PRE-ENG I -JOIST 5/8" GYPSUM BOARD OR 1/2" HIGH STRENGTH CLG BOARD SECURE I -JOIST TO TOP PLATE w/ (2) 12d TOENAILS DOUBLE TOP PLATE 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM PLATE TO BE PT. " PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 112' GYP. WL. BD. ' ENGINEERED WOOD TRUSSES PLYWOOD SHEATHING, SEE @ 24" O/C, SUBMIT SHOP "ROOF/WALUFLOOR DRAWINGS FOR REVIEW SHEATHING ANDAPPROVAL FASTENER SCHEDULE" (1) SIMPSON HETA16 TRUSS ANCHOR WITH NOTE: A PT SYP #2 2" x 4", (9) 1 Od x 1 Z' NAILS TO 6". 8" x 4'-0" MAY BE ADDED GIRDER. PROVIDE 5" W/ 1Od NAILS. 2 ROWS, 3" MINIMUM CONCRETE O/C TO FACILITATE ONE EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO CONJUNCTION WITH ACCOMMODATE GIRDER HEAVY UPLIFT TIEDOWN REQUIREMENTS. CONNECTOR A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN WITH (4) e' x 5" TITEN HD TO CMU AND (12)SDS �' x 2 }'TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH (2) Z" x 5" TITEN HD TO CMU AND (18) SDS 4" x 1 x2, 2x WOOD FASCIA 3" TO GIRDER SEE ARCHITECT URAL C42) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED W/URAL (2) 2'" x 5"TITEN HD TO CMU AND (18) SDS 4' x 3" GALV. COMMON NAILS. 1x2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM SEESCHEDULE I ENSURE THAT CELLS ARE GROUTED 12" O/C SOLID, 8" EACH WAY OF BOLTS AALLOWA13LE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWA LE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWA13LE I�PLIFT = 8885 LBS (2 PLY MIN.) TYPICAL ROOF 2b 2c �2a GIRDER CONNECTORS) SCALE-°' LSTA12 20 GAUGE W/ 10dx1/2 HDG COMMO @ EACH END TOTAL OF SERF BAMMRBLOM iI 4500 3/4" WOOD PANELS 6000 (2) 1/2" WOOD PANELS 60 (2) 1/2" WOOD PANELS 90 - 2x LUMBER LVL/I-JOIST WITH BACKER BLOCK HTT4 W/ 5/8" A.B. WITH MIN. 7" EMBEDMENT TO SLAB & (18) 16d x 2-1/2" NAILS TO POST., POST TO SIT DIRECTLY ON SLAB O M A. .a a.. <. \ LVL/WOOD POST CONNECTIONS JUl1LC. J/'h - I -V 4 I -JOIST CONNECTION @ L.B.W. SCALE: 3/4"=r-0° (NO UPLIFT) NOTCH DEPTH 1/4*D 4BTM. HOLE EDGE >5/8"HOLE DIAMETER e2/5*D SGL STUD OUTERSPAN < <A - SIMPSON IUS1 81/16 G 1 OQ LBS, U 70 LBS W/ (2) 3/4"".WEDGE-BOLT/J-BOLT, 5"MIN. HOLE EDGE >518" EMBED (14) 10d GALV. COMMON NAILS TO HEADER FL#17241 B - SIMPSON IUS2.37/16 G < 1400 LBS, U < 70 LBS W/ (2) 3/4"° WEDGE-BOLT/J-BOLT: 5" MIN. EMBED 14 10d GALV. COMMON NAILS TO HEADER FL#17241 C - SIMPSON MIU3,56/16 G < 900 LBS, U < 210 LBS W/ (4) 3/4"' WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (24) 16d GALV: COMM N NAILS TO HEADER AND (2) 10dxl-112"GALV. NAILS TO JOIST FL#17241 D SIMPSON HHUS7 25/10 G 414dLBS U < 1610 LBS W/ (8) 3/4"° WEDGE-BOLT/J-BOLT, 5" HOLE DIAMETER MIN. EMBED (16) 16d GALV. COMMON NAILS TO HEADER AND (10)16d GALV. NAILS TO JOIST PLATE < 3/5*D DBL. STUD E - SIM49 SIMPSON MIU4.75/16 G < 3455 LBS, U < 210 LBS W/ (8) 3/4" WEDGE-BOLT/J-BOLT, 5" MIN. EMBED 16d GALV. COMMON N ILS TO HEADER AND (2),10dxl-1/2" GALV. NAILS TO JOIST FL#17241 I ) k WOOD LEDGER STUD NOTCHING ATTACHMENT DETAIL AND BORING LIMITS 9 SCALE:3/4"=V-0" 0 SCALE: 1 1/2"=1'-0" 6-0" MAX (W11M) OR 10'-0" MAX (W/2X4) F # 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 W110 10d TO TRUSS AND (4) 1/4" x2 1/4 TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2" COVER & 2" APART REPAIR OF MULTIPLE D3MISPLACED EMBEDDED TRUSS ANCHOR S ALE' 3/4"=1,_0„ (2) 2X4 No.2 SYP DIAG. BRACE W/ (3) 12d @ EA TRUSS (DIAG BRACE TO COVER 5 TRUSSES) 0'4" TO 3Y-0" (1) "1 BRACE 30-l" TO 60'-0 (3)' BRACE (1) "X" BRACE @ CENTER (2) "X" BRACE DIVIDED EQUALLY FROM CENTER TO END, 2x WOOD FASCIA, 1x4 DIAGONAL SEE ARCHITECTURAL BTM. CHORD RE-ENG GABLE TRUSS BRACING, SEE PLAN FOR LOCATION STIFFBACK (AS PER MAY NOT BE TRUSS ENG) REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES SEE SCHEDULE FOR BOND BEAM REQ. .. 1x4 BTM. CHORD BRACING 6-0" O/C END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0" O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD /+ INTERSECTION TYP. BTM, CHORD BRAKING 6 SCALE: 3/4„=1'-0" 24" 24" MAX wl (JOIST 8" END SPACING $" MAX. END w/l-JOIST TRUS IRG. OR BTM. OF SHEATHING TYP. TYP P, PACIN SEE FRAMING PLAN LEDGER BD. MAX MAX MAX 112" EXP. (2) 2X8 SYP P.T. FROM (2) 2X12 SYP P.T. 314" EXP. BOLT/J-BOLT W/2" LEDGER BOARD EDGE LEDGER BOARD TO BOLT/J-BOLT W/ 2" WASHER & 51/2" TO BE USED 1. ENSURE To AT EXP BE USED WITH (JOIST '. WASHER & 5112" WITH I -JOIST MIN. EMBED. (TYP) MIN. EMBED. (TYP) BOLTS/J-BOL"fSARE PLACED INTO GROUTED CELLS, $" ALL 5 AROUND BOLT FRONT <' 2. SPLICE OF FRONT AND REAR LEDGER LEDGER SHOULD LAP A MIN OF Z 4-4". Z 00 3. ALL BO LTS WASHERS HAVE WASHE S 2 2X12 ro �4. EXP BOLTS/J-BOLTS: SHOULD SYP PT B� NOTE ANY CLOSER THAN. 6" m G — — 5. ONLY LEDGER INDIRECT ro � (2)2X8 CONTACT (REAR LEDGER) REAR SYP PT CMU REQUIRED TO BE P T. .LEDGER FLOOR JOIST LEDGER SCHEDULE MARK SIZE BOLTSIZE EaDBPA m CENiRAL8P1YCP16 A DOUBLE SYP2x8 1/2" 8" MAX. 24" O/C MAX. B DOUBLE SYP 2x12 (2) 3/4" 8" MAX. 24" O1C MAX. 10 1-JOIST WOOD LEDGER DETAIL SCALE 3/4"=1'-0" 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'-0" O.C. (AT SHEATHING SEAMS) SECURE 2x PT. PLATE TO BILK W/ 112" DIA ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O-C. MAX CONT. 2x4 SECURED W/ (2) 10d s @ EACH TRUSS TO BE INSTALLED @ I U-0" O.C.. MAX. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE: 3/4"=1'I Reviewed for Code Compliance .. Universal Engineering Sciences 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 H1 DA 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. ALTERNATE MATERIALS SCALE: 3/4"=V-0" L,FLORIDA32937 H WY A1A, SUITE 301 AN HARBOUR BEACH, H: 321-802-3591w.abdesigngroup. com AA #: 0003325 Maim EM Sam 90E Rog u I 4 u r �I F2 t, SuBDIV. & III( ' p➢ CREEKSIDE PHASE 2 LOT #93 r PROJECT# 04321.200 093R1 MODEL• 4EHB "2605—HAYDEN" GARAGE SWING: RIGHT PAGE: DETAILS (I —JOIST) iJ 60 MPH ESP. ' M' AIF10HffECT .STAT E OF FLORIDA f MAR 18 2021 MICHAELC x+ N ...,,5 K AIR N DATE: 03/03/21 SC.A`alx: 1 /4"=1' — 0" SHEET S3.IA SIMPSON H6 W/ (8) 8d COMMON NAILS, EACH EACH END OF "BUNDLE" END EVERY STUD ON OF STUDS PLYWOOD FLOOR SHEATHING I -JOIST WALL / I -JOIST 2 SIMPSON H6 W/ (8)8d COMMON NAILS 2x STUDS EACH END ' SIMPSON SPH4/SPH6 BTM. LVL PLATE STRAPS W/ 10d x 1 1/2"HDGNAILS FLOOR FRAMING, PARALLEL TO WALL SCALE, 3/4"=1'-0" TO NAILING SCHEDULE ON SHEET SN1 FOR SUBFLOOR ATTACHMENT TO LEDGER BOARDS B" CMU WALL REIN PER PLAN PER ELEVATION ' -- -- - cV U) gc)= I -JOIST (SEE 0 mNU¢N FRAMING PLAN) N— Z PER ELEVATION — (2) 2x4 P.T. W/ DBL 2X12 SYP #2 LEDGER. SEE MASONRY NAILS BOLT SCHEDULE, 10/S3.1A. @ 12" O.C. 1a. X2 FIRE -STOP SECTION DETAIL AT I -JOISTS PERPENDICULAR TO EXTERIOR WALL 3 SCALE: 314"=V-0" REFER TO FAILING SCHEDULE ON SHEET SN1 FOR SUBFLOORREFER ATTACHMENT TO LEDGER BOARDS L DB2X8 SYP #2 LEDGER. SEE BOLT SCHEDULE. 10/S3.1A. 8" CMU WALL REINF PER PLAN : PER ELEVATION LL ; °}' o= O CAW PER ELEVATION Nwz 2x4 P.T. CEILING 24 M FRAMING PLAN ) NAILER Wl MASONRY NAILS @ 12" O.C. 1X2 FIRE -STOP SECTION DETAIL AT I -JOISTS PARALLEL TO EXTERIOR WALL SCALE: 314"=1'-0" PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS 4'-0" O.C. (AT 8 PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) @ 24" O.C. NOT SHOWN FOR CLARITY) MAX 8 2X4 DIAGONAL BTM_ CHORD PER ELEVATION BRACING. SEE PLAN FOR FOR STRAPPING LOCATION '• - VERIFY PRE-ENG ROOF TRUSS SECURE 2x6 PT. PLATE TO BLK-- W/ TRUSS PLAN �ti^'1-.; TRUSS TO TOP PLATE 5/8" GYPSUM BOARD OR 112" HIGH W/ 1/2" DIA. ANCHOR BOLT W/ 2" .,;� �. A - SIMPSON MTS12 STRENGTH CLG. BOARD 4x4/4x6 SYP NO 2 WASHER SET IN HIGH f.; U < 990 LBS W/ (14) 10d SECURE TRUSS TO TOP PLATE wl (2) WOOD POST TO STRENGTH EPDXY 6" MIN. GALV. NAILS, 16d TOENAILS SLAB. SEE EMBED. AT 32" OC MAX. B - (2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. U < 1420 LBS W/ (14) 10d BELOW FOR PLATE W/ 12d's 8" O.C. MAX GALV. NAILS EA. STRAP 2x4 OR 2x6 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE CONC. POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE 0. PROVIDE BLOCKING SIMPSON SPH4 OR SPH6 BTM 112" GYP. WL. BD. 'o AND TOP PLATE ANCHORS W/ 10d x 1 112" COMMON NAILS SECURE Bl. PLATE TO SLAB W/ CONT_ 2x4 SECURED W/ (2) 10d's @ EACH FILL ALL HOLES, DO NOT USE 10d x 3" 1/2"x9" WEDGE ANCHOR W/ 2" WASHER SET IN HIGH STRENGTH TRU SS/WOOD POST CONNECTIONS TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. EPDXY 5-1/2" EMBED. MIN. @ 16" 1 Oa 10b 10c OC MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @CMU WALL �� 8 ` TRUSS TO POST CONNECTION A - SIMPSON MTS-12 U < 990 LBS W/ (14) 10d GALV. NAILS • !! B - SIMPSON HTS-20 U < 1310 LBS W/ (20) 10d GALV. NAILS. C - 2-PLY-SIMPSON VGT/HDU4 U < 4565 LBS VGT TO TRUSS W/ (16) 1/4"x3"SDS, (1) 5/8"' A.T_R_ TO HDU4 AND (10) 1/4" X 2 112" SDS TO POST TRUSS CONNECTION L.B.W. POST TO SLAB CONNECTION 9a gb SCALE: 3/4"=1'-0" A&B - SIMPSON ABU44Z POST BASE <U:1.900 G5,660 W/ 5/8 DIA_ x 6" EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 G 10.335 W/ 5/8 DIA. x 6" EXP. BOLT C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5/8" A.B. WITH MIN. 7" EMBEDMENT TO SLAB & (26) 16d x 2-1/2" NAILS TO P0:9T, 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 stmDIv. 8e LOT: CREEKSIDE PHASE 2 LOT #93 PROJECT* 04321.200 093R1 MODEL: 4EHB 2605— HAYDEN" GARAGE SWING: RIGHT PAGE: DETAILS (I —JOIST) 60 MPH EXP. ARCHFECT STATE OF FLORIDA MAR 1 0 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 03 03 21 SCALE: 1 /4"=1' — 0" SHEET Yam/ 3 e 1 SIDE VIEW VTCR SPACING (1) AT EA anin a" n.- 0 PRE-ENGINEERL-Lj VALLEY TRUSS CONNECTION I SCALE: N.T.S. Review®d 4®r GBdt 13 ft*fpw- cowl'sft&e 07 yorsmF-q�q�wua. 2194 H WY A1A. SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www. a b d esi g ngrou p. com AA #: 0003325 SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #93 PROJECT* 04321.200 093R1 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: DETAILS 60 MPH EXP. ARCHRECT: STATE OF FLORIDA MAR 18 2021 HCHAEL C. ANDEFiSON AR NO 17305 PRINT 03/03/21 SCALE: 1 /4"=1' - 0" SHEET S3.IC U) J W OO w co m ao a 5'-8" 1 39'-8" 1 7,_4" 14'_0„ 21-811 0 4 10'0 V" 0OF DECK - - _OPEN x �— — — ME0 0 I 10'_0 8'-01, a I I L----------J 5'_4" 12-4' 4.0" 181-0' 21'-8" 39'-8' SECOND FLOOR DECK PLAN SCALE, 1/4" = 1'-0" I Reviewad for Code Compliance Universal Engineering Sciences s SURDIV. & LOT: CREEKSIDE PHASE 2 LOT 93 PROJECT 04321.200 093R1 MODEL: 4EHB "2605—HAYDEN" GARAGE SWING: RIGHT t PAGE: SECOND j7 FLOOR DECK PLAN 60 MPH EXR �.. ARCF�[ aaY STATE OF h �A MAR 18 2021 MICHAEL C. ANDERSON AR N 717 )5 UNT DATE / 0303 21 / SCALE: 1 /4"=1' — 0" SHEET S 4 4 i �-I SECOND FLOOR DOWEL PLAN SCALE: 1/4" = 1'-0" 1 2194 H WY A1A, SUITE INDIAN HARBOUR BE. FLORI DA 32937 PH: 321-802-359: www.abdesigngroup. AA #: 0003325 ' G I: I'. � Ir I 3 s ai h 3 w I(1 r M UBDIP. & L coOT: CREEKSIDE PHASE 2 04 [ LOT #93 PROJECTS € 04321.200 093R1 G MODEL: 4EHB k. "2605-HAYDEN" ri f , GARAGE SWING: RIGHT' C ! f?AGE:m�F SECOND FLOOR Ir DOWEL PLAN k 60 MPH EXP. P � ° J AROFifTEO'b STATE OF FLOFF" !"'i k v emea i0l Coo, � .'.. Compliance Universal Engineering Sciences MARI B 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT "t= DATE: 03/03/21 SCALE: 1/4"= V — 0" SHEEET S4.2 e� m FRAMING NOTES.- 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS, CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED: 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED, 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9 THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° 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 RATIONALANALYSIS. 13,ALL ELEVATIONS ARE REFERENCED FROM U-0", FINISH FLOOR, UNLESS NOTED OTHERWISE. HEADER. SCHEDULE MARK SIZE & DE RIPTION REMARK (2) 2X8 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B 0 L, = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH /T.O.S = TOP OF SLAB ABBREVIATIONS-- E.E: = EACH END. -O/C= ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION fP (psi) SIZE WxH' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING 661 MASONRY 3000 8x16 — (1) #5 (1) #5 N/A — GROUTED SOLID B62 MASONRY �� 3000 8x8 — (1) #5 — N/A — GROUTED SOLID SEE SHEET S5.1A FOR SpVfa-. LOAD TABLES ' 8F16-1T/0M/OB 8F16-lT/OM/OB 8F16-lT/0M/0B 2 0 1 .5164 GT GT 4 I I o o C7 GT 8F16 lT/OM/OB 2.1 8F 161-1 T/OM/OB .^ h 81`16-1 T/OM/OB i L----------J SECOND FLOOR LIFT BEAM PLAN SCALE: 114" = ,-0" RevreweC for 6®d@ Unrver o, SCiamm 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com ,AA " 0003325 lt t. \ \lafthawk4ry *1 L. F ya si Y O E z --<, rs�JBDIV. ae Lo'.n '4 CREEKSIDE PHASE 2 _ LOT #93 „ PROJECTS 04321.200 093RI MODEL:` I 4EHB 2605— HAYDEN" f `,-- 4,RAGE SWINGE: i RIGHT �AGE: b 1�7 SECOND' r FLOOR LIFT BEAM h; PLAN s4 60 MPH EXP. C� ARCHrrECT- a. STATE OF FLORIDA, ' }.I MAR 1 $ 2021 hl MICHAEL C. ANDERSON AR NO 17305 -DRINT DATE: 03 03 21 SCALE: 1/4"_,1—'A. 1=j1 T SHEEC a " °4 II 0NKiu"0`1 T " Wy' "C ST-CRETE" / "QUALITY" SAFE L AD TfS 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 SAFP LF LOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 aS4)B 164T1081 1T/0 1T1081 1T/OB 1T/OB TYPE LENGTH 8/8 PLAIN 8/8 SOLID TYPE LENGTH 8/&1T 8/16.1T 8J20-1T 81?A-1T 8/28-1T 8132-1T &%-1B 6-1T/1 1T/1 1Ti1B 1T/1B -1T/1B 6/6-2T 8/16-2T 8FA-Zr 8r14-Zr &28-2T BM2-Zr 3'-6" PRECAST 1436 952 3114 4217 5321 6426 7531 3'-0" PRECAST 689 1024 3'-0' PRECAST 1569 3524 43M 5263 6132 7001 2485 6113 6385 7708 9031 10000 1569 3524 4394 5253 6132 7001 4'-0" PRECAST 1085 700 2305 3125 3945 4765 5587 4'-0" PRECAST 514 763 4'-0" PRECAST 1383 3080 3815 4570 5325 W79 1961 6113 7192 6524 7627 8751 1363 3000 3815 4570 5325 am 4'-V PRECAST 819 533 1770 24M 3033 3BB8 4300 N-w PRECAST 39$ 591 4'-6" PRECAST 1207 2582 3375 4043 4711 079 IR5 5743 7547 6752 6541 7565 1207 2707 3376 4043 4711 5379 6 4" PRECAST 931 1247 1999 2560 3123 36M 4249 6-4" PRECAST 411 411 9-4" PRECAST 1016 1808 2374 2044 3513 4084 1319 44M 7195 7342 5780 0259 1010 2270 2838 3399 3961 4084 5'-10' PRECAST 817 1024 1031 2090 2549 3009 3470 5'-10" PRECAST 340 339 5-10" PRECAST 909 1499 1971 2443 2915 3387 1161 3893 5877 6036 6548 5776 929 2080 2503 3107 3820 4133 6'-6" PRECAST 692 1139 3227 3031 707 4383 5061 6'-0" PRECAST 410 721 6'-0' PRECAST 835 1201 1578 19W 2332 2709 1139 3227 4598 O54 10000 U25 835 1868 2329 2790 3251 3712 T-0" PRECAST 570 938 2498 2205 �898 3191 38M T-6" PRECAST 303 534 T-0' PRECAST 716 ow1181 1462 1743 2025 � 2498 3408 4864 7067 6472 727 1824 2025 I 2426 2827 3228 9'�" PRECAST 428 633 1593 2204 2481 2018 2621 " 9 PRECAST 192 384 W-40 PRECAST 454 586 767 948 1129 1310 639 1674 2298 3081 4099 4899 572 1318 1843 1969 2164 2519 101-V PRECAST 388 487 1247 1767 1904 2183 I V-60 PRECAST 151 301 101-6" PRECAST 356 408 612 755 899 1042 W 1407 1897 2781 3222 3784 504 1180 1472 1763 1710 1989 11'�" PRECAST 330 544 1312 1742 2252 2868 3830 11'-4" PRECAST 132 417 11'�" PRECAST 430 406 530 653 7r7 872 5" 1312 1742 iM2 2868 3552 486 1042 1372 1643 1470 1710 12'-W PRECAST 308 507 1210 15M 25M 3191 12'-0" PRECAST 111 370 12'-0" PRECAST 383 366 476 5A7 696 783 . 507 1210 1696 2048 2586 3171 440 940 1300 1560 1314 1478 13'-4" PRECAST 270 433 1045 1385 1732 2757 2535 13'-4" PRECAST 82 298 13'4" PRECAST 484 575 645 414 1045 1365 1732 2316 2605 390 780 1057 1312 1071 1203 14'-0" PRECAST 254 388 978 1272 IWO 1988 2279 14'-0" PRECAST 71 - 293 14'-0" PRECAST 279 278 360 443 528 809 976 1272 1806 1950 2389 378 717 961 1192 975 1133 14'-8" PRESTRESSED N.R. NR NR NR NR NR NR 14'-8" PRESTRESSED N.R. 283 14'-0" PRESTRESSED 239 422 506 626 746 865 456 1079 1429 �1824 2277 2712 246 1237 1474 1715 15'-4" PRESTRESSED N.R. NR NR NR NR NR NR 15'-4" PRESTRESSED N.R. 252 15'�" PRESTRESSED 224 387 464 574 684 793 412 1014 1340 1703 2118 2513 230 616 908 1134 1353 1572 IT-r PRESTRESSED N.R. NR NR NR NR NR NR -4 17'" PRESTRESSED N.R. 183 17'-4" PRESTRESSED 187 326 305 451 587 580 300 856 1121 1413 1739 2047 192 506 720 501 1 1135 1312 191-4" PRESTRESSED N.R. NR NR NR NR NR NR 19'-4" PRESTRESSED N.R. 148 19'�" PRESTRESSED 162 266 348 430 513 595 235 736 959 12W 1467 1716 166 429 M3 803 950 1098 21'-4" PRESTRESSED N.R. NR NR NR NR NR NR 21'4" PRESTRESSED N.R. 125 21'-4" PRESTRESSED 142 219 306 381 454 527 180 598 833 1038 1168 1468 142 373 537 890 816 943 221-0" PRESTRESSED N.R. NR NR NR NR NR NR 22'-0" PRESTRESSED N.R. 116 22'-0" PRESTRESSED 137 226 290 369 428 497 165 550 784 992 1203 1381 137 358 513 669 779 900 " 2410 PRESTRESSED N.R. NR NR NR iNR NR NR 24'-0' PRESTRESSED N.R. 91 [241-V PRESTRESSED 124 174 245 302 300 418 129 450 854 824 1014 1147 124 319 455 581 687 793 L VALUES TAKEN AS THE LESSER FROM "SAFE LOAD T ABLESO BY QUALITY 2018 EDITION, LOTT'S MAY 2015 EDITION D CASTCRETE MAY 2015 EDITION. ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P.CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 19-0130.13 - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED A - PROVIDE MINIMUM 4" OF BENf1?.9NG PAST EACH SIDE OF WINDOW OPENING 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 y ai r�l fPc �y. i K'a A q I 03 N./ dLd� � • 1 �£ 4 Ki CREEKSIDE PHASE 2 LOT #93 J, PROJECT#' 04321.200 093R1 0= MODEL.• 4EHB "2605- HAYDEN" GARAGE SWING RIGHT PAGE: SAFE LOAD TABLES .60 MPH EXP. C ARCHITECT: STATE OF FLORIDnA MAR 18 2021 MICHAEL C. ANDERSON AP �, 17 3C5 'T 03 03 R'1Ca.LE: 1/4"=1'-0"HEET IP.kZUE S Y 1 4„ti — 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) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD, SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS. FILL ALL HOLES. 2, ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS, 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEWAND 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. TRUSS MANUFACTURER/ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. 1C 1C CJ1 - CJ3 CJ5 1:� 2 C)C)O 0o mo � N OIL I- rn Z J Z U Q O m o� 10 IU CJ1 II II = n n n n n u u u u u u n u u n u = II II II II II it II II II II II II II II __= GT y� A8G \ A7 I I I A51 PRE-f ABRICATED ROOF TRUE SES @ 24" O.C. A2 (TYP RIDGE_— :�_ A2 — — 22"X30" I I I ATTIC ACCESS = _-- A4 =_ A5 =_ \ I I I I o � GT A9G CJ5 B1 CJ3 II ii ii II II it (7 Q��i GT 62G = n n n u n u u II II III- III- IIW wll wll wll CJ5A �\e If It II II it II II CJ3A = n u u u uI II u = U I 1A CJ1 a II � EJ7 I—1Lo i U U U ROOF FRAMING PLAN SCALE: 1/4" = l'-0" 1 I CJ5 CJ3 i- CJ1 1C 1A C 1A Revlow@d fop C®d@ C®ciph@m@@ Unro®r®®I Engimmirly 6CI@fl@@@ 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8e LOT: CREEKS ID- E PHASE 2 LOT #93 PROJECT# 04321.200 093R1 MODEL: 4EHB "2605—HAYDEN" GARAGE SWING: RIGHT PAGE: ROOF FRAMING PLAN AND NOTES 60 MPH EXP. ARCHrrECT STATE OF FLORIDA w MAR 18 2021 MKNAEL C. ANDERSON AR NO 17305 D A. 03/03/21 SCALE: 1 /4"=1' — 0" SHEET C 1. J tD Y I I A R C H I T E C T S �— { ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C331C33M, MAXIMUM AGGREGATE SIZE SHALL BE 3l4". - GENERAL NO S: WOOD: I CABLE - rnlo STRUCTURALDRAWI DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOBSPECIFICATIONS ANDIf -�-�� ARCHITECTURAL, M CHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6°(o AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON BEARING WOOD WALLS TOP PL ( , ARCHITECTURAL DR WINGS FOR SLEEVES, DEPRESSIONS, AND OTHER. DETAILS NOT SHOWN s a 3E �"`°.P 3� `i`-. 3R 3R 2N 3E a ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 314". ALL WOOD FOR BEAMS, BEARING WI Dye$If'I ,^ r� ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC R 2020 7th EDITION ' GroU LLC � .,. ACI 318-14, BUILDING COD REQUIREMENTS. ' CRIPPLERS; SILLS, ETC.: SHALL W 5 p PROVIDE 6-MIL CONTINUOUS VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED L— „T; 0 FOR STRUCTURAL CONCRETE, TMS 402/602-16 AISI. SPECIFICATION FOR THE DESIGN OF ELASTICITY = 1,400,000 PSI. ALL ® O 0 ® d. 0 COLD -FORMED STEEL ST UCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS DRAWINGS, SEAMS LAPPED 61NCHES AND SEALED WITH ADHESIVE TAPE. PRESSURE: TREATED. PRESSURE TF April 19, 2021 - SHALL BE RATED TO RETENTION LB 0 0 0 7 0 ALL DETAILS ANDSECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: CORROBORATE TETRAHEDRAL (DOl Planning & Development. Services 0 0 0 0 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 RETEP - 0 AND FOOTINGS SHALL BE DESIGNED: AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST WI DOT SHALL BE HOT DIPPED GALN -- Building & Code Regulation Division` Q 0 ® 0 ALL DIMENSIONS AN CO NT DETAIL IS SHOWN. EDITION,"RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN Yz" OF HEAR' 2300 Virginia Ave. ' 00 0 EXCEPT WHERE A DI FER N CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE _ Fort Pierce, Fl. 34982 0 0 0 - MINIMUM NAILING PER FBCR 2020, 71 - 0 DRAWINGS. FOLLO VtRI�EN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: (772)462-2172 1 2R 2R 1 2E TO THE ATTENTION F THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING,. FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL. ITEMS 2E O O OF THE WORK. ARE NOT PART OF THE STRUCTURAL .PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL. DEPENDI .PROVIDE SOLID BLOCKING UNDERF .A, ..A.. I BW s ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUTARE BY OTHERS. SYP #2. RE: Permit # 0 NED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING. D.R. Horton Homes 0 THE STRUCTURE IS E C(;PNTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE 1 C 0 0 0 0 IS COMPLETE IT IS HE C � Creekside Lot 93 Q O O 0 SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS AT BEARING LOCATIONS WITHOUT 1 - DURING ERECTION. IS ORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, WELDED WIRE MESH:. RCSpOriSe Letter O O PLACEDIN ACCORDANCE WITH THE WOOD TRUSSES: 0 0 ACILTYPI ALRDETAILS. MINIMUM LAP SHALL BEONESPACE P US TWO INCHES, WIRE MESH FOR SLABS SHALL O O 0 TEMPORARY BRACING, GI�YS OR TIE -DOWNS TO BE DESIGNED AND FABRICATED 0 O 0 O 0 BE SUPPORTED WITH 2 CHAIRS SPACED 3-0 OC, EACH WAY. 0 0 THE CONTRACTOR HALL. SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION STRESS -GRADE LUMBER AND ITS FI For the above listed project, the plans indicate 7/16" roof sheathing on Sheet SNl.: 0 0 0 0 0 0 0 REQUIREMENTS AND SLAB -ON -GRADE THICKNESS. TO HANDLE CONSTRUCTION LOADS. SEALED BY APROFESSIONAL ENGIP This is an error on the plans. The Correct Callout Shall be 19/32" Sheathing thickness and v O O 0 O 0 DO NOT SCALE DRA ING . THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BEAN the COITCCt reference for Wlrid pressures 15 ASCE 7-16-TefeTerice. v Q 7 0 0 00 0 0 .P V TO WORK PERFORM D AND SHALL. NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND.. REBAR SHALL BE ASTM A615AB15M GRADE 40 IN CONCRETE. DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF A 2R 0 0 0 0 2R v GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE ,II<"� 0 .; ® .e- W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS DESIGN, FABRICATE, AND ERECT W - s O O O 0 0 DESIGN LOADS: CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CO ROOF: .LIVE LOADFLOOR: TOP CHORD -non-concurrent FLOOR: LIVE LOAD 40 psf REPIEM N LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 �� 0 77 0 0 �� 0 0 v 2, P AND VERTICAL BARS SHALL LAP 6 x BAR NO. .UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S WOOD TRUSSES.ND RECOMMENDAI 0 2R 2R 0 0 0 O O 1 O O O BAR 36 0 0 1 0 0 0 0 0 ® psf EtTM.CHORD -non-concurrent : #5 BAR 30 #7 BAR - 42 0 TRUSS MANUFACTURER WILL - - ® 0 + 0 PROVIDE 36" x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKRICKI. 0 F,n �,., D 00 ® DEAD OAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOI - T, "`'vr _ 1 p8f TOP CHORD 20 psf TOP CHORD PIi I ALL VERTICAL REINFORCING BARS IN CIVIL CELLS SHALL BE ANCHORED IN THE FOOTING, a 3 LT`' .I'' 'il l 7 'ta : 2E Q 0 ® ® ® 1 3': (7 psf w/ ASPHALT SHINGLES) (10 psf w/ No GYPCRETE HURRICANE STRAPS SHALL BE INS' 10 psf BTM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH n MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHTOF THE CONTRACTOR SHALL SUBMIT SIGN \ LOAD TO RESIST WIND UPLIFT: 1 Opsf I � DEAD L * HIP ROOF f BALCONY LIVE LOAD 60 psf WALL TRUSSES/GIRDERS TO COLUMNS A STAIRS LIVE LOAD 40 psf RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDEI ROOF WIND DESIGN PRESSURES WIND: DEAD I CAD SPEED =160 MPH 3 SECOND GUST INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & A NET (GROSS) ASCE 7-16 (ASCE 7 16 (IFBC R2020) EXPOSURE C, RISK CATEGORY. II) LAYOUT, SPANS& ALL TRUSS/ HEAI - LIVE LOADS: UNINH BITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED CE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL.BEARIN4 ZONE 1 - 5800 PSF (68A0) ZONE 3 - 66.50 PSF (76.50) DO NOT CUT OR DISPLACE ZONE 2e = 66.50 PSF 76.50 ZONE 3e = 76.60 PSF (86.60) STORAGE: 20psf; HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECOP Should you have any gUCStiOrlS, please feel free t0 Contact me. ZONE 2n = 76.60 PSF (86.60 ZONE 3r = 91.70 PSF (101.70) AND DECKS: 40psf, UARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS. 50psf, PASSENGER PROVIDE ENGINEERED SHOP DRAY ZONE 2f = 76.60 PSF (86.60). VEHICLE GARAGES: 50psf ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPLNG ROOMS: 30psf, STAIRS: PLAN SHOWING COMPONENT LAYO 'A"= 4'-0" END ZONE DISTANCE 40psf MASONRY: Since y, '. MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEI BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" SHOP DRAWING EW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY THE. HURRICANE STRAPS SPECIF15 RISK CATAGORY: II SHOP DRAWINGS W WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY CONSTRUCTION. SCHEDULE, AND M APPLICABLE INTERNAL OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINES PRESSURE COEFFICIENT: +/- 0.18. COMPLIANCE WITH HE CONTRACT DOCUMENTS AS.T0QUANTITY, LENGTH ELEVATIONS, DIMENSIONS, ETC. THE TRUSS TO STRUCTURE CONNE - - - ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK . OF THE DELEGATED TRUSS ENGINI ALL SHOP DRAWINGS SHLL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. -MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm = 2000 PSI. BLOCK SHALL BE PLACED USING AND CLADDING WIND LOAD PRESS - - ROOF DIAPHRAGM ROOF/ WALL/ FLOOR DRAWINGS SUBMI ED WITHOUT REVIEW WILL BE RETURNED UNCHECKED SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIOI FOR ASPHALT SHINGLE ROOF, USE MIN 7116" STRUCTURAL 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 Michael C. Anderson SHEATHING EXP 1(24/16) or 15/32" STRUCTURAL _SHEATHING EXP 1 WITHOUT THE EXP ESS KITTEN PERMISSION FROM THE.ENGINEER.IN ALLINSTANCES; THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MI NIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS Florida Architect #AR17305 (32/16). FOR-CEMENTITIOUS TILE AND METAL ROOFING, USE 15132" SHEATHING 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 3/81, FASTENER SCHEDULE WRITING BY THE A CHITECT COURSE AGGREGATE; AND SHALL BE PLACED W! A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION STRUCTURAL SHEATHING EXP 1 (32/16) .(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL TO CONSOLIDATE GROUT. ROOF SHEATHING TO GABLE END FRAME USE 8d RING SHANK GUN FOUNDATION/ SITE PREPARATION: TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT MORTAR SHALL BE NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4 NAIL REQUIREMENTS D'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 2194 HwyAIA, Suite 301 Indian Harbour Beach, FL32937.• Phone: (321) 802-3591 @ FOOTINGS WERE DESIGN PROP wwwabdesigngroupcom- OF GABLE END. SIZE HEAD LENGTH DIA TENSILE STIR. SHANK ASTM 8d RING SHANK. 2 3/8" 0.113 170,000 RING (16-20RINGS RSRS RSRS-01 -- -,,SCREW SHANK PER INCH) 8d RING SHANK, F1667 PNEUMATIC 2 3/8" 0.113 RSRS-01 SCREW -NAILS COMPACTION EXCAVATIONS AND SLAB 5% OF THE S THAT EXTEND INTO - DENSITY OF LEAST 9 MORTAR PROTRUSION TED TO A.DRY DE WISE NOTED REMOVE LBE COMPACTED THICK UNLESS OTHER SUB -GRADE SHALL SHALL BE 3l8" TH MODIFIED PROCTO�M MAXIMUM - 557. TREAT ALL WITH ASTM D 1 DRY DENSITY, DETERMINED IN ACCORDANCECELLS TO BE FILLED. SOIL. FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE. SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION GEO-TECHNICAL ENGINEER'S .OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE REQUIREMENTS SHALL BERE-COMPACTEDAND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO.:(48 BAR DIAMETERS):, U.N.O. CONTRACTOR'S EX > ENS.E, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE E REQUIREMENTS HAVE BEEN MET SHALL 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 & RAFTER OR TRUSS BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6 O.C. AT ROOF SHEATHING INTERMEDIATE SUPPORTS OR 7116" ZIP SHEATHING SYSTEM MINIMUM DESIGN BEARING BE MADE BY THE G CONCRETE. O TEECH. CHIEUE CAPACITY, AND THATTH. STRUCTURAL STEEL _ ENGINEER.. - - : THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE STRUCTURAL STEEL FOR BUILDINGS, SPECIFICATIONS FOR THE DESIGN., FABRICATIONOF TEELDERECTION OF GONSTRUCTIONTSTRUCTURAL STEEL SHALL BE ASTM I 9TH EDITION, BY THE AMERICAN INSTITUTE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: A36/A36M, Fy =.36 ksi:FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHA'" BE ASTM. - ksl. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE, TYPE E OR S, Fy = SLJBDIV. & 3LOT �+T7� CREEKSIDE CONCRETE SHALL (INSTALLED PER MANUF. SPECS.) SEE DETAIL. - 2,500 PSI REGULAR A500/A500M, GRADE B, Fy 46 WEIGHT FOR FOOTINGS,. AND SLAB -ON -GRADE 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP '. PHASE 2 - 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 LOT #93 Z F CONTRACTOR SHALL SUBMIT ROPOSED 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 ROOF SHEATHINGATTACHEMENTSPACING o A CONCRETEPLACEMEN CON�FETE SLUMP SHALL NOT `EXCEED 5'+7- PRIOR TOTHE ADDITION OFPLASTICIZER. SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. PROgJ f ZONE 1. 8d NAILS @ 4" O.C. ON EDGE AND 6' O.C. IN FIELD m CONCRETE SHALL COM LY WIII L H ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94IC94M OR MEASURING, MIXING; TRANSPORTING, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. 1E'CT (fir] q 04J21. 20O 0 r7JRl k ZONE 8d NAILS @ 4' O.C. ON EDGE AND 4" O.C. IN FIELD ETC CONCRETE TICKS SSHALL TIME-STAMPED WHEN CONCRETE IS BATCHED THE MAXIMUM TIME ALLOWED FROM WHEN 1�ODEL. ZONE 3;3e, 3C 8d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD 3,3 , 3 : WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON NT THE CONCRETE SHALL NOT BE PLACED. IT SHALL 4 E HB BUILDING LENGTH THERE IS A DELAY INS SUCH TF AT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, LAYOUT BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY 77 2605- HAYDEN t NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED ROOF SHEATHING NON COMPLIANCE WIT THE ABOVE AND ADHERES TO ASCE 7-16 AND ENDWALL BRACING FOR GABLE END FRAMING REQUIRED CONCRETE COVERAGE OVERREBAR SHALLBEAS FOLLOWS'. j QARAQE s WINCr� GABLE & ADDT DROPPED A. T FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): /'� RIGHT NOTE: GABLES -DROP END (1) TRUSS 2x4 #2SYP OUTLOOKER RAFTER W/ BLOCKING @ B. FOR CONCRET 1-11Z FOR # EXPOSED AND SMALLER TO EARTH AND/OR WEATHER: Faa 16"O.0 IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP 2" FOR #6D LARGER Reviewed for Cade PAGE' BLOCKING @'. 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. C FOR CONCRETE.NOT EXPOSED TO WEATHER Compliance END. ATTACH' ROOF SHEATHING TO RAFTERS 2/ 314" FOR SLABS WALLS AND JOISTS Universal ersal Engineering BLOCKING PER NAILING SCHEDULE 1-112 FOR BE AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS Sciences 8d RING SHANK GUN NAILS' @ 4" O.C. TOP & BOTTOM EDGES J aU d V U) J Q Z (w9 Z in 7 LU Y @ Q V. = O 0 Z Of a TYP. EXT. SHEATHING ATTACHMENT FOR STRUCTURAL ROOF I �C CA LIIAI(_ III. M in Lu LU =00 U W Y U j 00 N c0 -C (—#8-2" DECK SCREWS @ 6"-8" O C. MAX @ EDGES & 12' &C. MQX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB. -FLOOR SHEATHING TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION SIZE TYPE SPACING REMARKS APPLICATION SIZE TYPE SPACING REMARKS lx2 PT FURRING TO CASE HARDENED COIL GARAGE DOOR BUCK 114" DIA. TAPCON MASONRY B„ Otc 1 12' EMBED., 4 END DIST., MASONRY I CONC NAIL 1 112" LONG 8" O/C TO MASONRYICONC NO WASHER FASTENER 1 12" EDGE DIST SGDPTLEXT ORS CASEHAL COIL 9" O1C WINDOWIDOOR) FASTENED GARAGE DOOR BUCK 3/812" DIA 1W DIA EXPANSION BOLT 16"O/C (112 DIA) 4 EMBED:. END DIST.; SEE NOODTE 1RDENED STAGGEREDG. INTO MASONRY/GONG TO MASONRY/GONG w/WASHERS+ 2qv O/C (12 DIA) r 3 EDGE DIST E p CONTACT THIS ENGINEER FOR SPACING WINDOW BUCK CASE HARDENED COIL '91' Ole 1MNDOWIDOORI FASTENED METAL STRAP TO ix PT SEE NOTE NAIL 112"LONG. STAGGERED INTO MASONRY/GONG MASONRY/GONG REQUIREMENTS EXT SWING DOOR (2) 3116"DIA '7APCON' 1 112" EMBED FEND. NON- TOAFJNN EXPANSION 24" 01C 4" EMBED. 4" END BUCK 2x PT SEE NOTE6 NO WASHER `FASTNER 'I78-0/C DIST. 1. 112E O WALL CWOOD WI WASHER.. DIST, 3" EDGE DIST. 2x PT WINDOW BUCK 0. 138' PAF x 2 1l8 9" O/C 4" END. DIST., 1 112" PT TO STEELCOL..L.. SEE WIWASHER STAGGERED EDGE DIST NOTE6 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 /ORNOA 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 AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER 2x MEMBERS ARE: SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. DETAILS 60 MPH EXP. ARCHITECT STATE OF FLORIDA MAR 1-8 2021 M CHAEL C. ANDERSON AR NO 17305 per" 03/03/21 SC "�L: 1/4"=V-0" SHEET 1 ' T -T "1 TYP. EXT. SHEATHING ATTACHMENT I „k r x " rry }iK2j; FL # or Miami - FLORIDA PRODUCT REVISION EXPIRATION � = -Dade N APPROVAL REVISION DATE ea - p , f i Planning & Development Services DepartmentCIVED Building &Regulations Division APR 3 0 2021 Product Review Affidavit ST. Lucie County, Permitan Product Model # Manufacturer Glass Description Method of Attachment Building Design Product Design Pressure ` Pressure - For anchoring through frame into wood framing or 2x buck use #10 wood screws with sufficient length to achive a 11/4" minimum embed. Into substrate. Locate anchors as MI Window and sho n' el t a d' t II t d t 'I F h th hf FL17499.2 R8 10/08/2023 SH Window 185 SH Non Impact w n eva ions n Ens a a ion a ai s. or anc orEng roug rame Into masonry (+38,1 / (48) (+50) / (-5tl) Door s /concrete use 3/16" tapcons with sufficient length to achive a 1 1/4' minimum :- I - embed. Into substrate. Locate anchors as shown in elevations and installation details. fi 4 L153 3.Z , y i= a5 k x q FL15349.1 R14 „ .,`•. FL153322 R6 4 ,JF 12/31/2024 4/3/2023 12/31/2024 Vertical Mullion 5764 MI Window and Doors Non Impact For anchoring through rame into wood framing or 2x buck use #10 wood screws wrt sufficient length to achive a 1 3/8" minimum embed. Locate anchors as shown in installation details.For anchoring through frame into masonry / concrete use 1/4" ELCO ultracon tapcons with sufficient 4" minimum embed. w/ length to achive a 1 1 p g / 1" min. edge distance. Locate anchors as shown in installation details. g (+38)/ (-48) I (+48 1 / (-48.1) For anchoring through frame into wood framing or 2x buck use #10 wood screws with sufficient length to achive a 1 1 4" minimum embed. Into sub anchors as g / substrate. Locate anc rs I shown in elevations and installation details.For anchoring through frame into masonry MI Window and / concrete use 3/16" tapcons with sufficient length to achive a l 1/4" minimum Fixed Window 185 PW Doors Non Impact embed. Into substrate w/ min 2 1/2" edge distance. Locate anchors as shown in (+38) J (-48) (+60) / (-' Of installation details. For anchoring through frame into wood framing or 2x buck use #10 wood screws with sufficient length to achive a 1 3/8" minimum embed. Into substrate. Locate anchors as shown in elevations and installationdetails.For anchoring through frame into masonry MI Window and / concrete use 3/16" tapcons with sufficient length to achivea 1 1/4" minimum Sliding Glass Door Series 420 Aluminum SGD Doors Non Impact embed. Into substrate w/ min Z 1/2" edge distance. Locate anchors as shown in (+33) / (-41) (+48'2}'/(-4&2) installation details. I I d r S P :G r " 1 4" concrete screw 6' edge distance head 4" edge distance / g e @ g @jamb, 4" each side f Opaque single of transom centerline to bucking. Fastener spacing @ 15" o/c max. @ head and jamb. " FL20461.17 R6 12/31/2021 Smooth Star Therma-Tru N/A Min. embedment of all anchors to be 1 1/4 „ (+36) / (-47) (+47) / (-47), door with transom FL16107.3 R13 (�R14) 12 31 2038 / / Double Garage g 16.2x7 73 W6 Clopay N/A „ „ „ 3/8 x 2-3/4 Hilt! sleeve anchors 6 from ends 22 O/C (+29) / (-35) (+36) / (-42) Rom. 1 „ ,. ' PENDIN APPROVAL Door 3J8" Simpson Titen heavyduty screw anchor with 1 1/8" OD washer into rout filled Y g CMU with min. emben of 2 3/4", min. edge distance of 4" and min. end distance of 4". Double Garage Max fastener spacing of 20". 3/8" dia. X 3" long lag screws with 1" OD washers with a n, ri FL8248.11 R20 12/31/2023 - - Door (ALT) 8024 Wayne Dalton N/A 1 9/32 thread penetration into seasoned.Ary wood supporting structure. (+29) / (-35) (+34.4) / (38.3) 121 v 1 F , , " " " 3 8 Simpson TEten heavy dutyscrew anchor with 3 4 embed min 6 between jamb / p � / -- n FL14170.7 R14 R15 ( 1( 12/31/2023, Double Gara a g Series 170-175 177 180- Overhead N/A . and bracket k location. 2 3/4 min edge distance: +29 -35 )/( ) +34.4 -38.3 ( )/( ) , � ,,1 I -.. :. ;, :,., (PENDING APPROVAL) Door(ALT) 185, 187 V Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/84, dia. , .:, , , �.. ' ` , -�- `" ' ~� .'_'> •' " .' :,; ,� "' ., heads, long enough to penetrate through plywood or 3/4 into boards. Use;4 nails per shingle placed 6-1/8" above the butt edge, approx. l" and 13" from each end and 1/2" •u ty, 0 0.1 FL3 31 R1 12 31 2024 / / Roof 0 IK SHINGLES I 0 aK0 Cambridge ge N/Ag above each cutout. Drive t Halls straight so that head is flush with but not cutting g N/A N/A .. ;,; into shingle surface.. g i K ,v I r S ,« - Y ;+., •, ., ,. ..,:,., - I ..-�.- s - ,. ,r,; ' � . ,. _ Miami -Dade approved corrosion nsistant tin caps and 12 ga. 1-1/4 annular ring s • > ,ar , w, a ," . .. � s* ,s ry - shank nails spaced 6 O:C.at all laps three sta 'ardYows fastened 12" O.C. inth e P p gg I� .:. - _ I 3 :. I I field. FL15216.1 RS 12/31/2023 Underlayment RhmoRoof U20 Interw rap N/A 12/23/2023 Underlayment (Alternate) Polystiek IRXE Polyglass USA N/A 12/31/2024 Underlayment (Alternate) WeatherMaster 100 Atlas Roofing Corp N/A 12/31/2024 Underlayment (Alternate) Shield Granulated Owens. Corning N/A.. 3/28/2023 Underlayment Weather Armor SB-1 APOC N/A .(Alternate] 8/16/2021 Off Ridge Vent 770D Lomanaco N/A 9/21/2026 Off Ridge Vent MMI MILLINUM METALS N/A (ALTERNATE) 12/31/2024 Soffit, Variform Soffits PlyGem N/A 12/31/2023, APPROVAL PENDING) Soffit (Alt) T2 Alside N/A Hurricane Panels Hurricane Storm 12/31/2021 Less than 6' span 24 GAGE panel MFG. N/A Hurricane Panels Hurricane Storm 12/31/2021 24 GAGE N/A 6' span or more panel MFG. 6/27/2D21 Zip System Wall Sheathing Huber N/A! Sheathing James Hardie 12/31/2023 Lap Siding CRmplank Building Products, N/A Inc 1/1/2055 1 Joists (2 Story BCI ESR-1336 N/A Only) Self adhesive Self adhesive - Self adhesive Self adhesive Install per manufacturers recommended requirements. N/A N/A Install per manufacturers recommended requirements. N/A N/A Install per manufacturers recommended requirements. (+31.6) / (-38.8) (+157) / (-46.1) Install per manufacturers recommended requirements. (+31.6) / (-38".8) (+75) I (-75) 1/4" x 20 stainless steel or ELCO Panelmate with minimum embedment @ 1 3/4" in concrete / masonry, 2 1/2" min. edge distance, 12" o/c max. spacing. Can be headed N/A`' (+47) / (-53) screw or all thread but with wing nuts. 1/4" x 20 stainless steel or ELCO'Panelmate with minimum embedment @ 1 3/4" in concrete / masonry, 2 1/2" min. edge distance, 12" o/c max. spacing. Can be headed N/A (+45) J(-50) - screw or all thread but with wing nuts. Install per manufacturers recommended requirements. N/A N/A Install per manufacturers recommended requirements: ';f,0 s Install per manufacturers recommended requirements. CONTROL DATF 3302 2194HWYAIA SUITE301 INDIAN HARBOUR BEACH FLORIDA 32937 PH:321-802-3591 www.abdesigngroup.com AA #: 0003325 J ARCHITECT: ,TE OF FLOF L:; ;MAR A� 2021 IVICHAEL C. ANDERSON AR NO 17305 r. � 03.30.21 l):LT.:0�) SHEET Peal