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Home My WebLink AboutBuilding Plansh3unoD aprrl wlad yuaw�eda0 0uIa1. L101 9 � AtlW a3AI3:)3i'1 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 1430 CULVER DRIVE NE PALM BAY, FL 32907 TEL: (321) 733-7092 FAX: (321) 733-7972 Is STATE OF FLORIDA PROFESSIONAL ARCHITECT: MICHAEL C. ANDERSON AR No. 17305 A.B. DESIGN GROUP, LLC 2194 HWY A1A, 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. C-A-A-LJd-6 1430 CULVER [DRIVE NE, PALM BAY, FI_ 32907 Tel= (321) 733-7092 Fax: (321) 733-7972 DESIGN CRITERIA: - F FIDA BUII.DING CODE, RESIDENTIAL, M EDITION (2020) -AM LOCAL AND STATE CODES -OCCUPANCY — RESIDENTIAL, GROUP R3 -CONSTRUCTION TYPE — VB -MIN. INTERIOR FINISH — CLASS B -BASIC WIND SPEED — Vult=160 MPH Vasd=124 MPH -EXPOSURE — C -1—STORY RESIDENCE — .2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL AND STATE CODES .FT. CALC. LIVING n16 SQ. FT. GARAGE 430 SQ. FT. ENTRY 16 SQ. FT. LANAI 80 50. FT. TOTAL 2442 SQ. FT. A/C VOLUME 16411.6 CU. FT. ABBREVIATIONS ABV. ABOVE, L.AV, I.AVATORY A/C AIR CONDITIONING LUM, LUMINOUS ADJ. ADJUSTABLE, M'(' MEDICINE CABINET ALT. ALTERNATE, MFR. MANIIPACTURCR AMP, AMPP.RAGTT MIN. MINIMUM BD. BOARD M.T. METAL THRESHOLD CL CENTER LINE MTD. MOUNTED CAB. CABINET MTL. METAL CLG. CEILING N.T.S. NOT'10 SCALE CLR. CLEAR O.C. ON CENTER CONC. CONCRE'CE. PI, PROPERTYLINE CPT CARPET P.B. PUSHBUTTON C.T. CERAMIC TILT PH. PHONE D. DRYER PIT. PLATE DBE. DOUBLE PLYWD- PLYWOOD D.G. DUAL GLAZED PR. PAIR DIA. DIAMETER P.T. - PRESSURE TREATED DIM. DIMENSION R. RISER DISP. DISPOSAL RAD, RADIUS DP, DEEP R.A.G. RETURN AIR GRILL. DR. DOOR RT-T. REFRIGERATOR D.S_ DOWNSPOUT RM. ROOM DTL. DETAIL R.O. ROUGH OPENING D.W. DISHWASHER S.C. SOLID CORE EXT DR EA. EACH S.D. SMOKE DL, FECTOR ELEV. ELEVATION S.H. SINGLE HUNG EQ. EQUAL SITE SHEET EXH. EXHAUST SHTHG. SHEATHING EXT- P.XTERIOR SHWR. SHOWER F 6-EX. FIXED GLASS SIM. SIMILAR P(1, FUEL GAS SL SLIDING FIN, FINISH SL.GL. SLIDING GLASS PLR. FLOOR STD, STANDARD FLUOR FLIJORFSCENT SWS SHEAR WALL FR. DR. FRENCH DOOR SECTION FTG, FOOTING TEMP. TEMPERED GLASS GA. GAUGE THK. THICK GAR. DISP. GARBAGE DISPOSAL T.Q.C. TOP OF CLRB G.F.I. GROUND -FAULT CIRCUIT T.O.P. TOP OF PLATE INTERRUPTER T.O.S. TOP OF SLAB GL. GLASS TYP. TYPICAT, GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED H.B. HOSE BIB OTHERWISE A.C. HOLLOW CORD V.P. VAPOR PROOF HDR. HEADER W. WASHER HUT, OR HT HEIGHT W: WITH INSUL. INSULATION WD. WOOD 1NT. INTERIOR WDW. WINDOW WH WATER HEATER W.L. WROUGHT IRON REVISIONS DATE DESCRIPTION 01/26/19 CD'S ISSUED 01/15/18 2011 EEC UPDATE 0146118 CD'S RE -ISSUED 02/2I/18 SIDING ELEVATIONS ADDED 03/26/18 CD'S IRE -ISSUED 04/1%49 FOOTING REVISION PER M. 50WES 06/21/18 CD'S RE -ISSUED 02/19/19 ADDED CURBLESS FOOTER AT GARAGE DETAIL (FORT MYERS) 02/22/19 PLAN MAINTENANCE 03/28/19 REVISED LINTEL SITE AT FRONT ENTRY DOOR 04/24/19 ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL 5ATSON 0 04/24/19 REVISED HVAC VOLUMES ON SOFT CALC SCHEDULE (MELS.) 06/12/19 ADDED 'EXTERIOR MONO DEEP FOOTER' DETAIL 12/5I.IA (ORL) 06/21/19 ADDED LED LIGHTS a KITCHEN t BATH PER MARK 501111ES 01/19/19 ADDED STONE OPTION ELEVATION C t D (TAMPA) OW11/19 ELEVATION Ys' SIDING -ADDED LOUVER 6 GA5LE ROOF I0/25/19 ADDED OPT. 6-0' CEILING HEIGHTS 01/01/20 REPLACE USP CONNECTORS WITH SIMPSON CONNECTORS 04/01/20 REVISE ENKAVENT RADON PLAN DIMENSIONS 04/09/2m OPT. 8'-0' CLG. HGT: ADDED LED LIGHT IN FOYER 04/09/20 OPT. 8'-O' CLG. HGT. ELEVATION 'C'- REVISED HEIGHT OF ARCHWAY 05/06/20 ADDED ELEVATIONS 'L' t "' (ORL) 01/15/20 ADDED ELEVATIONS 'MG'-'MH'-'MS' (ORL) 01/01/21 2020 FBC UPDATE im INDEX OF DRAWINGS ARCHITECTURAL SHEET PG Cl—COVER SHEET PG GN— GENERAL NOTES PG Al —FLOOR PLAN PG A2D—ELEVATION "D" PG E1—ELECTRICAL PLAN PG Pl—PLUMBING PLAN PG Ml—MECHANICAL PLAN PG Dl—DETAILS PG D2—DETAILS PG WA1—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—NOT USED PG WA5—NOT USED PG WAIS—WALL ASSEMBLY DETAILS STRUCTURAL SHEET PG S1—FOUNDATION PLAN PG S1.1A—DETAILS PG S1.2—DOWEL PLAN PG S1.2A—DETAILS PG S2—LIFT BEAM PLAN AND NOTES PG S2.1A—DETAILS PG S2.2A—SAFE LOAD TABLE PG S3—FRAMING PLAN PG S3.1A—DETAILS PG S3.1B—DETAILS PG S3.1C—DETAILS PG SN1—DETAILS DESCRIPTION Reviewed for Code, Compliance Universal Engineering 93 Science= DESCRIPTION 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigiigroup.com AA #: 0003325 SLTBDIV. & LOT: CREEKSIDE PHASE 2 LOT #19 PROJECT# 04321.200 019R1 MODEL: 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: COVER SHEET 160 MPH EXP. C STATE OF FLORIDA MAR 0 5'2021 _ MICHAEL C. ANDERSON AR NO 17305 rsci.•r JL DATE: 03O121 / / SCALE: 1/4"=V-0" SHEET CI 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. 1 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 ARCH ITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES; TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER.' 9, NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM APRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL' 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''/rINCH GYPSUM BOARD OR EQUIVALENT. 81MWIM 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN'/z THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" I-AYERS 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 WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION, UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." TIER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALLIFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL, 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM'/." 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 FLUSH WITH GRADE. 6, NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005,2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE, 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. EXTERIOR WALL COYERIN<iS 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 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE, 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-Cl063-19a & ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS "L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION DETAILS VENT PENETRATION DETAILS WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS CASING BEAD DETAILS DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4, SHALL BE INSTALLED PER ASTM-C1063 -19a AND R703.7. FM RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. I. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS, THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) CONSTRNCM OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOTA PART OF ABDESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S I CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. Reviewed for Code Compliance Universal F_ngineenno CONTROL DATE: 12/10/20 (RM) 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 #19 PROJECT,# 04321.200 019R1 MODEL 4EBB "1828-CALI" GARAGE STaNG: RIGHT PAGE: GENERAL NOTES 160 MPH EXP. C STATE OF FLORIDA' ( / I MAR 0 5 2021 MKMEL C. ANDERSON AR NO T7305 ra AAi i t)`3 01 21 DATE: SCALE: 1/4" V-0" 1 SHEET G ANUAL SPEED WEATHERING" TERMITE DESIGN JUNDERILA"i"MENTIHAZARDS FREEZING k FROST INDEX TEMP? (MPH) EFFECTS SNOW TOF`OGRAPHIC TEMP REQUIREDh LOAD T� CATAGORY NA 160 C NA jNEGLfGA5LE I NA I VERY HEAVY L_ 42 NA SEE SURVEY NA NA FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SMALL BE IN ACCORDANCE WITH SECTION FISC R302.9.1 THROUGH F5C R302.9A FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH SECTION FIBC R302.10.1 THROUGH FIBC R302.10B 3131- all 2 12'-411 101-011 171-411 �4' 11-41 .10 In —2t —1- 0-11 7 101-4' 00 1 101-011 0-011 31-411 COVEM L AIAI NAI a -91 r ( 0( [4-1 (0oll S.G.D. in in 7 i 11 91 1 I (2) 3052-SP EGRESS UMCT aiDDOG ROOM ws, c4A ROOM BEDROOM J) 2X U Al 3: 1 E 4 -4n <V I -all 51.011 —7 d) C� % V. (Irk — — — --- — — — — — — — — BATH#1 b3b -1 V. WIC V-r CL& —Vac - — — — — — — — — — — — — — — — 36'xbo n — — — — — IIII N 1 % I -1 � V. SHM PAN I Iufl 1 [4) 11 0 0 III, 1 x 1 LI) W/ ENCI F pis I 11 1 N — 1 11.)l -oil -All b24 SINK 7 KnUEN r nil to LAMRYlf Jill 00 1 1 EL 2.8 01-81 G.G. -91 lk�) 21-4" %D RANGE 0 0 V�l ARC ------ I BEDROOM #4/ r DIN r.1 IV. ad- ®011 d) d)) ill -all 11 3111�-(11 111-0 21-81' �'-411 41-0" Lu in rr SN Lu M LU T— A 'rn �A — BEDROOM#3 L R Al :1 W-W CL& El r 1 o F I ATTIC, L ACCESS J o LAV. J') VD I 1-q - BOLLARD -1 2� — d) f- BATH#2 AS REQ. L& 151 CODE Q GARAGE tt V. 81.81 CLI u 21-411 FOYER W-01 GAG.BEI)ROOM#2 N. �30ll W/ 21,4 CVA IS I 36'X12' TRANS. 5 1/2 355 1/2 '-" '1 � ...' La r.-ti (2) E3052-S❑ I(0 " -0x-I -01O.H.D. GRESSH H --KEFFT EEJ — — — — — — — — — — — — — — — — — — — uk I 11E] 31-101, 141-0" 41�411 21'-4" EXTERIOR MASONRY WALL BRIG. HEIGHTS EFT a,-&, 5RG- 7 is x�ti 0ABLE ROOFS WAILLS 44"" A, 'j " GABLE ROOFS 0 HIP ROOFS FIGURE R301,27i3 COMPONCNT AND CLADDING PRESSURE ZONES FLOOR PLAN SQ.FT. CALC.'S l,;-iv[NG GARACsE ENTRY LANAI IN& SQ. FT. 430 60. FT. I,& SQ FT 50 SQ. F=T. TOTAL 244 2 SQ. I- T. �VOLUME 164-1-1f. CU. FT. A C .LAIC: 1111 4T �'f 77" CtWOW AND CLADDM WIND LOADS BASIC WIND EFOOff FOR 3 SECOND GUM OPEM SQUAIE WE SO WH WIND NO FEAM AND TYPE FOOTAGE III WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING IS 5 33/.43 DR. MIN. CRITERIA S.G.D. MIN. 41 5 31/-39 CRITERIA 8010 O.H.D. 56 5 2S.I/-313 12'x12' 501 BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 11'-3" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CONTROL DATS 01101121 SCALE: 1/4' - 1'-0' NOTE: -2-6 LOUV. DOOR W1 AIR HANDLER ON METAL STAND OR 2-8 801-ID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERI1 Y CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT I -EBB THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -GORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. - EGRESS NOTE: DO NOT SHUTTER FRONT DOOR. FRONT ENTRY DOOR TO BE EGRESS POINT WHEN THE HOME 18 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 AID PROVIDED BY THE HVAr, CONTRACTOR AND ARE OF THEIR CLOSEST ALLOWABLE SOFTWARE TOLERANCES. -OPENING INFORMATION BELOW 19 DIRECTLY FROM THE PLAN SET. U-VALUE AND SHCG ARE INFORMATION PROVIDED BY THE MANUFACTURER AS LISTED IN THE RESPECTIVE PRODUCT SPECIFICATIONS NOTE: SOFFIT INSTALLATION IS TO BE PER MANUFACTURER'S SPECIFICATIONS THAT ARE TO BE PROVIDED BY THE BUILDER WITH PRODUCT APPROVAL AND NOA SUBMITTALS. z O W ARCH DTL.- ALE: 1/2 111: 1'-0" Reviewed for Code Compliance Univers3` r7qqtneerino TOP PLATE BAR DETAIL A SCALE: 1/2'=1'-O' 2194 HWY AIA, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 wwwabdesigrigroup.coryl AA #: 0003325 A, CREEKSIDE PHASE 2 LOT #19 PROJECT# 04321.200/019R1 MODEL 4EBB 1828-CALI" GARAGE SWING: RIGHT -,AGE: FLOOR PLAN FPH Exp. STATE OF Fpl kq� F`11INT 03/01/21 DATE: SCALE: 1/4"=1'-0 SHEET Al EQL� AL EaUAL TO CONTROL JOINT TO CONTROL JOINT (TYP.) (TYP.) --------------- dJ -� n U SHINGLE ROOF EO EQ A FYPON 2D 5KTI1XII OR EQ. 4 ` 12 EQUIVALENTLu 5 �6 WA1 1 �j� I '18 WAI -a A S'-S' BRG. HGT. _0 I N� 16'X62' FYPON DECORATIVE 45 SHUTTERS OR A TYP.I EQUIVALENT I=_ 4' RAISED d SAND (TYP.) (V 01_011 FIN. FLR-�_ I I V 8'-8" 5RG HGT- 0'-0" FIN. FLR_ ELEVATION SCALE: 1/4 = I'-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER F5CR 103.4 OFF RIDGE VENT 8'-8" 15RG. HGT FYPON LV12X24 OR EQUIVALENT 8'-0' BRG. HGT. - OPT. COACH LIGHT -0" FIN. F OFF RIDGE 8'-8" 5RG. HGT. 4S A I II 0'-0" FIN. P-fR I `V - ----- --- } 12 6 1-1 'REAR ELEVATION SCALE: 1/4 = 1'-0' TEXTURED FINISH 11_0L;�4 IF] 11 II 4E3 I`t A3 - - r TYP. " II 0'-0" FIN. FLR. -------- ----- - --------------- ------- ------- ]DAIG71T ELEVATION SCALE: 1/4 = I'-0' TEXTURED FINISH I 6 12 6� 11gE3 OFF RIDGE VENT OFF RIDGE VENT 45 A , N - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 'V - - - - - - - - - - - - - - - - - LEFT ELEVATION SCALE: 1/4 = F-0' TEXTURED FINISH o51-8" E3RG- HGT- _01 -0" FIN. FL 12 6 I 4B A II I �0'_0" FIN. PLR. / 2' I � I � I III I' I t\ 1�` -4' DECO. DTL. A SCALE: 1/2 = I'-0" 1BReviewed for Code Compliance Universal Engineerint Scienres MODEL 1828-CALI-4EBB AREA OF ATTIC = 2450 SQ. FT. NET FREE VENTILATION AREA 8'-5' 5RG. HGT. REQUIRED 1/ 300 REQUIRED VENTILATION AREA = 2450 /300 1'-0" = 817 SQ. FT. 8.17 = 1176 SQ. IN- MIN- REQUIRED VENTILATION = .4X 1176 IN UPPER PORTION OF ATTIC 470.4 SQ: IN. (BALANCETO BE PROVIDED IN SOFFIT VENTS) OFF RIDGE VENTILATION AREA = 138 SQ. IN. PER VENT (net free area) 0'-0"FIN.FLR. TOTAL#OF VENTS REQUIRED = 3.41 --� TOTAL#OF VENTS PROVIDED = 4 SOFFIT VENTILATION AREA 7 SQ. IN. PER LINEAR FT (net free area) LINEAR FEETOFSOFFIT REQUIR 67.20 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www. a bd es i gngro u p. co m AA #: 0003325 SLTBDIV. 8a LOT: CREEKSIDE PHASE 2 LOT �19 PROJECT# 04321.200 019R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: ELEVATION I$D" 160 MPH EXP. C STATE OF FLORIDA MAR 0 5 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 03O121 / / SCALE: 1/4"=1'-0" SHEET ELECTRICAL LEGEND SYMBOL DEFINITION NOTES �---J 125V OUTLET 20 AMP SNGLE POLE 110V OUTLET 110V OUTLET OF OUTLET WIRED TO SWITCH T GFI 110V OUTLET EQUIPED W/GRND FAUL INTERUPrER (TAMPER RESISTANT TYPE) 220V OUTLET (4) WIRE CONNECTION EXT. WATERPROOF CAWDININTERRUPTER T GWIP FI OUTLET SWITCH SWITCH 3-WAY OPEN u/4 SWITCH 4-WAY 01 I� WALL MOUNTED I�f LIGHT CEILING LIGHT O LED CLG LIGHT © VP LED VAPOR PROOF LIGHT O VP VAPOR PROOF LIGHT ORECESSED CAN eVENT. FAN 1 CFM PER SQ. FT. VENT. FAN 1 CFM PER SQ. FT. W(LIGWT VANITY LIGHT FIXTURE (SPEC'& TBD BY BUILDER) 4ES FLUORESCENT LB WRAP ® LIGHT AROARDWD (RECESSED) 4'X2' FWO ENT 2-BULB WRAP ® IGHT AROUND (SURFACE MNT-) /--'� T FLUORESCENT 4' FLUORESCENT pp 4' TRACK LIGHT 0 PANEL METER S,D, SMOKE DETECTOR AE ISAOi HA�W�jRE WALL MOUNTED BATT. BACK-UP SD• SMOKE DETECTOR W/ HA9=IRE MATT, BACK-UP W/ ® $/GO CARBON MONOXIDIEj SMOKE DETECTOR HARDWIRE INTER -CONNECTED SHALL BE A DISTANCE CCMMO OF NOT LEM THEN 4' FROM WALL PENDANT LIGHT NATURAL GAS FI/ OUTLET ► TELEPHONE JACK Ith WATER HEATER IGNITION SOURCE TO BE ELEVATED DISCONNECT A/G AIR CONPITIONNG TO HE 2 NA. SEE AHU ON DISCONNECT -THIS SHEET �j Fi V I LJ TELEVISION JACK CEILING BOX RE(UIRED TO BE SUPPORTED IN O J_BOX ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION BOX REQUIRED 70 BE SUPPORTED IN TO Ea X4e CEILNG FANLIGHT ACCORDANCE W/ MOX MARKED AS SUCH FOR INSPECTION 24' INCANDESCENT g LIGHT STRIP 36' INCANDESCENT ono LIGHT STRIP 48' INCANDESCENT LIGHT STRIP FLOOD LIGHT OPT. SECURITY KP KEYPAD HE E P•B. PUSH-BUTTON FOR CHIMES �--�� USB PORT • LOCATION OF TV JACKS A PHONE OUTLETS 4 FANS TO BE VERIFIED • HOMEOWNER Pam -CONSTRUCTION MEETING. + ALL 15 4 20 AMP BRANCH CIRCUITS TO ESE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF MCR -ITH EDITION (2020) 4 NEC 210.12 201-1 EDITION. • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO ME LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN, CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MIBC 13 F5CR TTH EDITION (2020) • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDER& • WIRNG METHOD SHALL ME NON METALLIC CAMLE PER ELECTRICAL PROVISIONS OF FMCR 11I.1 ED (202� • ALL WORK TO COMPLY WITH ELECTRICAL PROV10IONS OF THE FBCR TTH ED (2020). . ALL LAMPS SHALL BE SELECTED BY BUILDER AN121 1IS% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER F.., ENEgl CONSERVATION (REMENnA ESSIMi EFFICIENCY) 20292.1 EDITION R404.1 CEILINEx MTD. LIGHT TO SE INSTALLED, PROVIDE J-SOX FOR OPT. FAN _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ OI T. COACH LIGPT ELECTRICAL PLAN SCALE: 1/4' = 1'-0' WP Panel MAIN - A PANEL: 81116 wp crt. oreaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 150 Amp M.0 B FEEDER '3-41CulHWN&1#6Cu,(G)in11/2"C.OR3-#2/0ALTHWN&1-46Cu(G)Ir111/2"C. Wire Pole Bkr Description Watts I Circuit I Circuit Watts Description 8kr Pole Wire #12 1 20 Exterior Receptacle GFI for TUG 1200 1 1 2 Space #12 - 2 20 - Irrigation Pump 1000 3 4 Space 5 6 5304 AJC C.:UA 35 2 #8 -- - — PANEL - A PANEL: 42 crt breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 150 Amp M.LD. FEEDER, 3-M1CuTHWN&1-96Cu(G)in11i2C OR3-#210ALTHWN&1-#6Cu(G)in11/2"C. Pole Bkr Description Watts Circuit 1 Circuit Watts Description Bkr Pole Wire 1 '20 Small Appliance 1500 1 2 8000. Range 2 # 6 1 20 MicrowiwI Hood GFI 1800 3 4 r 1 2iJ Small Appliance 1500 s, 6.. 4500 1200 Water Heater Disposal GFI r25 2 1 #1❑ - #12 �I - 1 <"0 20 Reingerator . Dining Room Lights and Receptacles AFC( 1:500 i500 ' 9 8 10 1 20 Bath #2 GFI Receptacles 1200 11 12: 1500. Dishwasher GFI 1 #12. #14 1 15 Foyer/Hall Bed. #2 & #31 Bath #2 Lights AFCI 900 'I3 '14 WOO Dryer GFI 30 2 #10 #14 1 15. Living Room, Lanai Lights AFCI 904 15 16 #14 1 15 Kitchen and Pantry Lights & R;_pts AFCI 900 17 18. 1500 Washer GF1 20 1 #12 #14 1 15 SD & C/O AFCI 900 'I9 20 1000 Garage Door Opener GFI 20 1 1 1 #12.. #12 _ 1 20 Laundry! Berl #4.! Den AFCI 1200 21 22 1200 Garage Lights and. Receptacles GFI 0 1 #12 Space 23 900 Bedroom AFCI 5 1 #14 Space 25 900 Bathroom #1 AFCI 5 1 #14 Space 27 900 Exterior Lights and Recept GFI 5 [20 .I #14 _ _ Space: 29 R32 1000 Irrigation controls only 1 #12 _—_ Space. 31 Space Space..33 Space Space 35 Space #8 35 Spare AAC AHLI-1 {Heater5 KVA at E5% 5525 37 39 Space Space 40 1 Al :42 Space Load subject to demand factor calculations line 16000 27600 1 Load subject to demand: factor calculations {line Demand Factor Calculations: ABBREVIATIONS: AFCI:. .ARC FAULT CIRCUIT INTERRUPTER NC: NON COINCIDENT LOAD GFI; GROUND FAULT INTERRUPTER Total load subject to demand factor 43➢ First 10000 watts at 100% 10000'. Remai ni nq watts at 40°i5 13440 Total A/C load 10829 LOAD CALCULATION IS BASED ON A(C'NON-COINCIDENT LOAD ?ota' i.onnccted Load Watts 34269 Total Am ps .watts 1240 volts) 1428 General Lighting &Receptacle Load Total NG Square Feet 1828 General Lts & Rec:3 W i Sq. Ft, 5484 HI -Hats 1 at 65VJJLi ht at 100% 65 Total General Lights & Rec (Watts) 5549 Gkts# watts/ckt Totalwatts General Lts.&Rec Panel:A. 9 617 5549 Reviewed ftlF bbity Caht IMEE Unly@r@@il VhljIHh'rili et I I I � I le -' LED LIGHTING IV SINGLE LAV. LED LIGHTING BATH «z (1i DOUBLE LAV. BATH 01 15® AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES: A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR'ITH EDITION (WQ22 LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS NOTED OTHERWISE. POWER COMPA TRANSFORMER GRADE: PROVIDE 150 AMP, 120,240 VOLT, I PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 7 COPPER (CU) IN 1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 V/0 ALUMINUM (AL) IN 2" DIA SCHEDULE SO PVC CONDUIT UNLESS SERVICE 18 PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. PROVIDE _M/0 CU, TWUN + 1N8 CU IN 2' CONDUIT OR 3 44/0 AL, THWN + 1% CU N 2' CONDUIT OR 2/0 AL- SER (CONDUIT TO TERMINATE ABOVE SOFFIT • OVERHANG] COMBINATION SERVICE DISCONNECT SWITCH AND M ELECTRIC METER IN NEMA 3R ENCLOSURE 150A/2P MCB TELEPHONE SERVICE ENTRANCE EQUIPI'1ENT INTERSYSTEM MONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 150 AMP 120/240 VOLT I PHASE MLO PANEL CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT 104 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR'ITH EDITION (2020). 4/8" DIA X 8 FT LONG COPPER CLAD GROUND ROD 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. as LOT: CREEKSIDE PHASE 2 LOT #19 PROJECT�j: 04321.200 019R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: ELECTRICAL PLAN 160 MPH EXP. C STATE OF FLORIDA ,1 1 MAR 0 5'2021 MICHAEL C. ANDERSON AR NO 17305 03/01/21 SCA1.E:1/4"=1•-0"' SHEET E1 TUB TO CO MAIN = (LEFT) KITCHEN SINK IL/ AUTO VENT >�1-1/2" VTR i I TO MAIN (ALTERNATE RIGHT) PLUMBING RISER DIAGRAM PLUMBING PLAN SCALE: 114 = V-m' S-IWR -wed for Code ;ompliance sal Engineerir Sciences V. 2194 HWY Alk SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDiV. & LOT: CREEKSIDE PHASE 2 LOT #19 PROJECT# 04321.200 019R1 MODEL: 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: PLUMBING PLAN 160 MPH EXP. C STATE OF FLORIDA MAR 0 5 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 213 Ol DATE: 0/ / SCALE: 1/4' =1'-0" SHEET pI R-VALUE SCHEDULE FLOOR SLAB ON GRADE R-0 EXTERIOR WALLS CMU - INT INSUL R-4.1 FRAMED WD - ADJACENT R-13 FRAMED WD - EXTERIOR R-13 CEILIWz UNDER ATTIC R-30 MECHANICAL PLAN SCALE- 1/4 = 1'-0' Reviewed for Coda Compliance Universal Engineering 91 Sciences M IM I`. i rd lit � C « sUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #19 PROJECT# 04321.200/019R1. MODEL 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: MECHANICAL PLAN It, 160 MPH EXP. C .� 2X4 TOP PLATE 3 5/8' OR 5 3/8, PER FLR I/2' DRYWALL TOP CHANNEL (25 GA.) PLAN PRE-FAB TRUSS 3 5/8' OR 5 3/8' METAL STUDS 24' O.G. 1/2' DRYWALL I!t' tNIG4 ]COAT -- _ col�lER SEAD 8' CMU SEE 1/2' CLG- BOARD 20 GA METAL TO BE , 3 5/8 OR PLASTER APPLI DE CEMENT REINFORCEMENT INSTALLED IN WALLS 5 3/8' DIRECTLY TO MASON RECEIVING UPPER/ BOTTOM To PER FILL NOTE: STUDS IN LOWER CABINETS 5" DIA SLEEVE CELL L AS PARTITIONS SUPPORTING AND TUB/SHOWER 25 CHANNEL DO NOT CUT T APPROVAL�� 1/2' DRYWALL WALL HUNG PLUMBING GA. METAL TO BE (25 GA.) SECURED REBAR CAULK AND SEAL r� SEALANT SACKER ROD FIXTURES AND WALL INSTALLED IN ALL OTHER WALLS. STUDS TO CONC PIPE WEATHERSTRIP CABINETS SHALL BE NOT TO BE SPACED 16' FLOOR W/ O NOT CUT GA9 LII� MOULDING ALL AROUND BY LESS THAN 2x4, WHERE O.C. AT 2ND FLOOR 3/4' PAF E BOND BEAM I ? PVC SLEEVE FOR GAB LINE NUr POOR MANUF� SPACED NOT MORE WALLS ADJACENT TO TO WOOD SOLID GROUT THE BOND —B' cru TRACK IC BRACKETS BRA SECURE BT. 2X4 WOOD THAN I6 O.G. OR, NOT STAIR WELLS AND FLOOR W/ W/ (9- 05 BEAM IR, GYP � AP —wooD eaeE rAST WOOD ED TO WOOD JAMS PER T PLATE t0 SLAB STUDS 024' O.C. LESS THAN 2x6, WHERE BATHROOM WALLS W/ 1/4' WOOD SCREW _ -- (2) COURSE KEBABS GALV. STEEL aPPlDeovaL REG. AL TRACK OVERHEAD DOOR MASONRY w/ A ON TILE FINISH -- --H e - ! a . � BY I„I�_ I' MIN. 13Y M BY OTHERS O.0 NAIL d SPACED NOT MORE WOOD BASEBOARD DE FASTENED TO ROIOM MAX THAN 24" O.G. ti TRACK sRacKETS W/ PRODUCT .. ' - ,'a. �'. APPROVAL REG. /—CONC. SLAB `. ®0 FIN. FLR mv1-1 T'ATrr' TAT AT T I AT(1 AT— 1D 17 r SCALE: 3/4' = i'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET 5Ni. SECURED PER FASTENER SCHEDULE 5/8' GYPSUM B( OR 1/2' HIGH STRENGTH CLG. BOARD 1-STORY FINISH FLOOR TYP. INT. WALL METAL STUDS i1A1 (NON-BRG.) Pi) SCALE: I/2'=I'-0' PRE-ENG TRUSS �— SEE ENERGY CODE FORMS FORJ INSULATION R-VALUES REFERENCE STRUCTURAL MTL. DRIP EDGE PER ELEVATION 2x FASCIA PER l -O. i 1'P- ELEVATIONS o.H. �. VENTED SOFFIT R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS a 24' O.G. 1/2' THICK, 2 COAT PORTLAND 8' CMU AL CEMENT PLASTER APPLIED .�: 1/2' GYP. WL. BD. DIRECTLY TO MASONRY WOOD BASE , 0'-0' FIN. FLR. IL IL V 14. ,Atl d H W/ WINDOW OPENING 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 2A�PIPE THROUGH BOND BEAM D1 SCALE: 3/4"=1'-0' 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR a . a Q' Ad .d.. B TYP. WALL SECTION NO OPENING NOTE: PER SECTION FBCR 905.1.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 1-STORY HIP BLOCK WALL 4:12, A (2) LAYER UNDERLAYMENT SCALE: 3/4' = I' -O' SYSTEM 15 REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER A5TM D226 TYPE [1, ASTM D 4569 TYPE IV, OR ASTM D 6l5- FI5ER3LA55 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 9 MA; (g)GAS LINE THRU BLOCK D 1 SCALE: ,--2X4 SPF 24' O.G. MAX. SECURE W/ (2) 12d NAILS G EA. END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS- -STIFFBACK AT ALL UPRIGHTS PER STRUCTURAL DETAILS -PRE-ENG WD.TRUSS ELEVATION CONT. 2x RAT RUN SECURED I STRUCTURAL DETAILS SEE ENERGY CODE FORMS F, INSULATION R-VALUES PER ELEVATION 5/8' GYPSUM BOARD OR I/2 HIGH STRENGTH CLG. BOARD 1/2' THICK, 2 GOAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0" FIN. FLR._ s e. a 8• CMU o. e M e a d H W/ WINDOW OPENING R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS is 24' O.G. 1/2' GYP. WL. BD. WOOD BASE a GARAGE DOOR JAMBS SCALE: 1 1/2"=1'-0" FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905-1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE N 2x FASCIA PER Ax. ELEVATIONS VENTED SOFFIT - K\-WALL SHEATHING THICKNESS AS PER SHEET SNi. SECURE PER FASTENER SCHEDULE ON SHEET SNI. t: PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS n TYP. WALL SECTION L NO OPENING 1-STORY GABLE BLOCK WALL SCALE: 3/4' = l' -O' CMU 0'-0' FIN. FLR Reviewed for Code Compliance Universal Engineering hu Sciences Note: WALL FENESTRATION FLASHING PER FBCR 103.4 - Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 111. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM Gc)20 Glass 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 612, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. 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. 8a LOT: CREEKSIDE PHASE 2 LOT #19 PROJECT# 04321.200 019R1 DISODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C STATE OF FLORIDA i -MAR. 05 2021 MICHAEL C. ANDEFISON AR NO 17305 PRINT DATE: 03 O1 21 SCALE: 1/4"=1'-0" SHEET D 1 TOP: 2X6 P.T. ® CENTER OF DOOR HEADER SECURED W/ (1) 1/21 X 8' J-BOLT W/ 4' MIN. EMBEDMENT W/ 2' X 2' X 1/8, WASHER 4 NUT OR W/ (2) 1/2' X 8' ANCHOR BOLTS W/ 4' MIN. EMBEDMENT W/ 2' X 2' X 1/8' WASHER 4 NUT-7 0 0 0 `SECURE 2x4 ONJ FLAT TO BLK a �O W/ MASONRY NAILS. SIDES: 2X6 GARAGE DOOR BUCK SECURED ® W/ (5) 1/2' X 8' J-BOLT OR ANCHOR 0 BOLTS, W/ 4' MIN. EMBEDMENT, W/ 2' X 2' X 1/0' WASHER 4 NUT. (U WITHIN B' OF TOP, (1) WITHIN 8' OF THE BTM, (3)EVENLY SPACED. NOTES: ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHEN SUCH INSTRUCTIONS ARE MORE STRINGENT Ix4 P.T. OR 5/4'X4' MIN. SECURE THRU FRAME 4 EXTEND 1-1/4' INTO BLOCK W/ 3AW TAPCONS (MilsL SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1-1/4' WITHIN 8' OF EACH END 4 18' O-C. MAX SPACING GARAGE DOOR 1 BUCK ATTACHMENT D SCALE: V2--V-V' 8' CMU 1/2' DRYWALL I'X4' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3/4" OR +5/4" A- 11INDO�f TO BLOCK +3/4" OR +5/4" 2X4: SECURE TO BLOCK W/ 3/1W TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN_ EMBEDMENT 1 1/4') WITHIN 8. OF EACH END 4 18' O.G. MAX SPACING. 2X6: SECURE TO BLOCK W/(2) 3AV TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X8: CEO SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 IS' O.C. MAX SPACING. LA8' 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 +1 1/2" je-,;\�DOW TO BLOCK +1 1/2" 2X4: SECURE TO BLOCK W/ 3/16' TAPGONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/41) WITHIN 8' OF EACH END 4 18' OjC. 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 IV O.G. MAX SPACING. 2X8: CEW SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 8' CMU ❑ 1/2' DRYWALL I'X4' P.T. NAILER -IAV OS.B. X 4' MIN. DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +1 15/16" C WINDOW TO BLOCK +1 15/16 2X4: SECURE TO BLOCK W/ 3/16' TAPCONS (MIN - SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X6: CEM SECURE TO BLOCK WK2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/40) WITHIN 8' OF EACH END 4 IS' O.G. MAX SPACING. 2X8: CIM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 IS' O.G. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/I6' TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK. 8, CMU ❑ 1/2' DRYWALL I'X4' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +2 1/4" WINDOW TO BLOCK +2 1/4" 2X4: I= SECURE TO BLOCK W/3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 V O.C. MAX SPACING, 2X6: CEM SECURE TO BLOCK WK2) 3AV TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X8: 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 IS' O.C. MAX SPACING. B' CMU 1/2' DRYWALL ❑ I'X4' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3" " 2X4:CM SECURE TO BLOCK W/ 3AW TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 IS' O.G. 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 18' O.G. MAX SPACING. 2X8: CEO SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3Aro' 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/(2r26 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" W: F 2x4: 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' OTC. MAX SPACING. 2X6: CMI SECURE TO BLOCK W/(2) I/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 IS' O.G. MAX SPACING. 2X8: CEO SECURE TO BLOCK W/l2) 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN W OF EACH END 4 IW O.G. MAX SPACING. S' CMU 1/2' DRYWALL I'X4' P.T. NAILER 1/16' 0,5.8. 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 1/41) DOOR JAMB TO BLOCK +3 7/16" I� N O BLOCK +3 7/16" 2X4: 10 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: CEM SECURE TO BLOCK W/(2) 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 IS' O.C. MAX SPACING. 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 18' O.G. MAX SPACING. Reviewed for Code Compliance Wd Universal Engineering Sciences NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3AW TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK. CMU 8' CMU _ }' DRYWALL 1/2' DRYWALL I'X4' 1X FURRING P.T. NAILER aj/-- RIP 2X10 TO I' P.T. X 4' MIN. DOOR 8-1/8'W FRAMING HOLD FLUSH TO DOOR CASING INTERIOR FAGS 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" WINDOW TO BLOCK +3 3/4" ENTRY DOOR BUCK REQUIREMENTS i1 Krs. 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SL7F3DIV. 8e LOT: CREEKSIDE PHASE 2 LOT #19 PF20JECT# 04321.200 019R1 MODEL 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C STATE OF FLORIDA MAR 0 5 2921 MICHAEL C. ANDERSON AR NO 17305 I)ATE:: 03 01 21 DAT SCALE: 1/4"=1'-0" SHEET D 2 NOTE: IF ZIP SHEATHING SYSTEM 15 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PREFORMED CONTROL JOINT - FLANGE OF CONTROL JOINTS TO BE WIRED TIED TO LATH ■ 9' O.G. MAX (VERT.) NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ %I LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION FASTENERS TO BE SPACED • T' O.G. MAX VERTICALLY 7 THICK, 3 COAT CEl PLASTER WRS LAYER 02, FORTIFIBER BUILDING PAPER APPROVED METAL LATH FASTENED sT' (VERT.) O.G. MAX AT SUPPORTS WRB LAYER •I, STUCCO WRAP WOOD SHEATHING OR 1/16' ZIP SHEATHING SYSTEM NNSTALLED PER TO }" GAP MIN. LATH SHALL NOT BE CONTINUOUS 6' TO S' MIN. 6' TO B' MIP THROUGH CONTROL JOINTS BUT SHALL 7 BE STOPPED AND TIED At EACH SIDE. PROVIDE 2X4 BLOCKING PER ASTM CI063 \ PLACED FLAT MAX. W TO 8' FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON NOTE: \ / STRUCTURAL STUD 1. FASTENERS FOR LATH TO BE NAILS OR i STAPLES IN COMPLIANCE W/ ASTM C1063 2. WIRE TIES TO BE (NO. 18) 0.0475' WIRE / 3_ BLOCKING SHOWN MAY BE IN ADDITION/ \ TO WALL STUDS REQUIRED PER PLAN O"M" TYPE CONTROL JOINT O1. FOLD INWARD • PT. A O1. FOLD IW ARP Pr. A 7. CREASE • PT. B FO. ED O 1. FOLD NU AI P • O 1. FOLD INWARD • PT. A PT. A s. cREASE . FT. B s. CREASE • Pr, e 3. CREASE • FR. C 3. ClIl•Fr. C 4. FOLD PT. C OVER PT. B TILL PT. C TOI)CFES BOTTOM FLANGE SHINGLE ROOFING—� DRIP EDGE: OVERLAP 3', EXTEND 1/2' BELOW SHEATHING, MECHANICALLY FASTEN 4' OG. MAX FLANGE L WATER TIGHT SEAL. FOLD, 2Q Cl2L CUT. j' THICK, 3 COAT CEMENT PLASTER (FRAMI 12. 2 COAT CEMENT PLASTER (CMU) UM LAYER 02, FORTRBER BUILDING PAPER(FRAME ONLY) WRB LAYER •I, STUCCO WRAP (FRAME ONLY) LAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP WRB APPBOX I it ABOVE SHINGLES (F1R" ONLY) Fill OR EXIERIORR CM FASCIA WRAP Ill WALL FLASHING KICIl M-404ING (SEE DETAIL) NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6' • VERTICAL LAPS (ROLL ENDS) 4 6' a HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED WITH FORTIBER SHEATHING TAPE VA MIN. LAP • METAL LAIN 6" MIN PAPER LAP BELOLI ONLT / N. WRB LAYER •2, FORTIFIBER BUILDING PAPER APER LAP SCALE: I I/2' • I'-0' ® KICKOUT DETAIL LATH VERTICAL LAP TO BE 1' METAL LATH WRB LAYER 01, STUCCO WRAP ' MIN LATH LAP, 4° OVER ALL LAP VERTICAL LATH & PAPER DETAIL NOTE: SIDE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO FRAMING MEMBERS. THEY SHALL BE TIED BETWEEN SUPPORTS WITH OB415-IN. (121-MM) WIRE AT INTERVALS NOT MORE THAN 9' (229-MIN). AS PER ASTM C1063. NOTE: FOR REPAIR OF TEARS IN U40 LAYERS, TEARS MAY BE PATCHED W/HOUSE WRAP TAPE PER MANUF. SPEC. OR PEEL 4 STICK z Z N ROOF CEMENT NOTE: IF ZIP SHEATHING 5YSTEM 15 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WOOD STUD£ SHEATHING - OR T/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) BUILDING — PAPER NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES STUCCO i' THIGK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WRB LAYER 01, STUCCO WRAP WOOD SHEATHING OR T/16' ZIP SHEATHING SYSTEM (INSTALLED PER M,IMIUF. SPECS.) 6' M N. _AP LAP v -ATd 3" LAP PAPER HORIZONTAL LATH & PAPER DETAIL '1/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) OR WOOD SHEATHING OR CMU WR5 LATER "I, STUCCO WRAP (FRAME ONLY) THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2" 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER ROOF/WAL LROOF/WA��SCR�� 5"X5" 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS " L" FLAS HIND N.T-5. 4'x4' SELF -ADHERING MEMBRANE - FLASHING (COMPATIBLE W/ HOUSE ¢ WRAP MATERIAL) OVER APPROVED WOUSE WRAP. FLASHING TO EXTEND-QNTO PIPE I 1' OR LESS PIPE PENETRATION CUT AND OVERLAP ONE SIDE OFF SELF -ADHERING MEMBRANE FLASHING STEP IM INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMING SECTION NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURE5 SELF -ADHERING MEMBRANE 4-41NG (COMPATIBLE W/ HOUSE MATERIAL) OVER 4'x4' '-ADHERING MEMBRANE it ING OVER APPROVED 3E WRAP. IHING TO EXTEND ONTO PIPE AND OVERLAP ONE SIDE OF SELF -ADHERING MEMBRANE STEP *2 FLASHING WRB LAYER 01, --STUCCO WRAP - - WRB LAYER 02, FORTIFIBER BUILDING PAPER — METAL LATH Wx6' SELF -ADHERING MEMBRANE FLASHING OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE CONT. BEAD OF SEALANT INSTALL APPROVED WOUSEWRAP AIR INFILTRATION BARRIER OVER SHEATHING —ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYP WALL SECTION) 3,4 "'N\FIFE F NETRATION Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-18b. Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, or ASTM 1787. ETAIL CFR)41I Reviewed for Code Compliance Universal Engineerinf, Sciences DRAINAGE FLANE (WR3 LArER #1, STUCCO WRAF) LUR5 LA4rER #2 (FORTIFIBER—'—'—'-'—'— BUILDING 1=)A=ER) 1"IETAL LATH X X X x STUCCO °.. a... ,. a WOOD OR 1/1(0II ZIP' WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — — NOTE: 1"1E7)4L LATH. LATH TO 5E 1=EfR SECTION R103_�I.1 / AST1l C-B-4-1-1-'a, MIN. 2.5 LBS. fi EiR SCE. NlrARD (UTILITY OR NOl"IINAL LATH DOES NOT 1�IEET SFECIFICATIONS) 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 l www.abdesigngroup.com AA #: 0003325 J SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #19 PROJECT# 04321.200 019R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C STATE OF FLORIDA i MAR 0 5 2021 MICHAEL C.-ANDERSON AR NO 17305 PRINT 21Ol DATE: 03 / / SCALE: 1/4"=1'-0" �.zz_f 4:4 yzf �- i y A I NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES BACKER ROD I I I I I I BACKER ROD WIRE, LAYER "I, STUCCO WRAP INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO I. BOTTOM. 2. SIDES. 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, Ya' CAULKING 0 JOINT ALL AROUND I PER SECTION 1117017 Extsrlor "ing and jWsiering Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-18b. Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, or ASTM 1787. HOODED VENT }' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER'2, FORTIFIBER BUILDING PAPER WOOD SHEATHING (FRAME) LEGEND DRAINAGE PLANE (WRS LAYER 01, STUCCO WRAP) WRB LAYER 1*2 (1=ORTIFI5ER - - - - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/1ro" ZIP WALL S1-IEATkING 6EL1=-ADHE5IVE 1=LA51-IING - — — — NOTE - METAL LATH: LATH TO 8E PER SECTION R-1031.1 / ASTM C-a4-1-14a, MIN. 2.5 LBS. PER SCE. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ELEC. METEf VERIFY LO FINISH 6' SELF ADHESIVE OVER TOP d SIDES FLASHING UNIT PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT m TOP E SIDES 0 DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALLi\ 6" SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' F_ — —I / NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES A VENT PENETRATION SCALE: N.T.S. Hmr—Ak l v M=r.1=1 vC STUCCO SCRATCH COAT E 1 COAT OF PAINT W15AGK- ROLL PRIOR TO ELEC. METER INSTALLATION ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO 5E FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM "'��"� "�"'-'" OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES -�O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COM50 OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER "I, STUCCO WRAP WOOD SHEATHIh HOUSEWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z BEAD OVER ro0 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS 1/16' ZIP SHEATHING SYSTEM INSTALLED PER MANUF. SPECS.) OR WOOD SHEATHING LAYER •1, STUCCO WRAP " WRB LAYER 02, FORTIFIBER BUILDING PAPER ' METAL LATH WOOD -1/5' TEXTURED —FINISH CONSTRUCTION is WOOD FASTEN TO WOOD STRUCTURAL MEMBER • Z' O.G. MAX 8' CMU V TOYi' MID -WALL WEEP SCREED • . ;; _ zIL �� ,0.. h V WIDE STRIP SELF ADHESIVE FLASHING, GLEAN Zak MASONRY BEFORE APPLYING FINISH • MASONRY 7B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WRB LAYER 01, STUCCO WRAP ST F :I APPLY 60 MIN GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP ST f= #3 0 Reviewed for Code; Compliance Universal Engineerin,- Sciences WRB LAYER 01, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING WRB LAYER 02, FORTIF15ER BUILDING PAPER 5T F # ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH �T E F# ST F#6 (: ) ELECTRICAL RECEPTACLE 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SX BDIV. & LOT: CREEKSIDE PHASE 2 LOT #19 PROJECT# 04321.200 019R1 MODEL 4EBB "1828-CALI" GARAGE SWING: RIGHT PACE: WALL ASSEMBLY DETAILS 160 MPH EXP. C I STATE OF FLORIDA MAR 0 5 2021 MICHAEL C. ANDERSON AR NO T7305 PRINT 03 Ol 21 DATE: / / SCALE: 1/4"=1'-0" SHEET WA2 i E GE►-r DRAINAGE PLANE (WRB LA`r'ER #1, 5TUGG0 WRAP) WRB LA1rER *2 (FORTIFIBER BUILDING PAPER) METAL LATI4 5TUGG0 WOOD OR 1/16" ZIP WALL 5HEATHING 5ELF-ADHE51VE FLASHING; 2 1/2' a CORNER BEAD (FASTENER 4 SPAGING 6 7" O.C. GMU 1/2' THICK, 2 GOAT CEMENT PLASTER APPLIED DIREGTL`r TO MASONRI' 14B1CORNER BEAD @D BLOCK Reviewed for Code Compliance Universal Engineering P4,14 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 #19 PROJECT# 04321.200 019R1 MODEL 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C STATE OF FLORIDA it�i MAR 0 5 2021 MICHAEL C: ANSERSON AR NO 17305 ricaar a 21Ol DATE: 03 / / 1 SCALE: 1/4"=1'-0" 1 SHE�ET � %� V V A3 2xro SUB -BAND W/1 "x4" NOTCH a END, WRAPPED IN PEEL 4 STICK DRIP EDGE I\ -1/8" TEXTURED FINISH a WOOD r �� 1/2' TEXTURED rr FINISH a CMU �1 METAL FASCIA 1 WRAP YS' FROM STUCCO, 1" FROM WOOD WALL EXTERIOR WALL (FRAME OR CMU) \� NOTE. NOTCH FOR 2X6 \1 SUB BAND ONLY DELEVATION AN A METAL FA 2X6 SU5 I 0 ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) `� DRIP EDGE, I" OFF WALL NOT INTO STUCCO) �1/8" TEXTURED FINISH IT / WOOD, 1/2" TEXTURED FINISH E) CMU 2xro SUB -BAND W/1"x4" NOTCH END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I" OFF WOOD WALL. SUB BAND 2" OFF WOOD WALL '1/8' TEXTURED FINISH ® WOOD, 1/2' TEXTURED FINISH * CMU METAL LATH WOOD SHEATHING DR CMU WR5 LAYER *I, STUCCO WRAP (FRAME ONLY) WRB LAYER 02, FORTIFIBER 15UILDING PAPER .FRAME ONLY) ROOFING CEMENT DRIP EDGE METAL KICK OUT NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PRE-ENG'D TRUSS TO BE CUT s WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4"x4'-m" SCABBED TO TRUSS W/126 NAILS roll-8" O.G. MAX. 2x SUB -BAND WIV2"x4" NOTCH e END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL SUB BAND DETAIL @ WALL W/KID; K-OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF- SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WIV2"x4" NOTCH 9 END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT m ROOF EDGE OMITTED FOR CLARITY IDReviewed for Code Compliance Universal Engineering Sciences FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/V2"x4" NOTCH END, WRAPPED IN PEEL E 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 #19 PROJECT# 04321.200 019R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 160 MPH EXP. C STATE OF FLORIDA L - MAR {1 5 2021 MICHAEL C. ANDERSON AR NO 17305 J F PRINT 03 O1 21 DATE: / / SCALE: 1/4"=1'-0" 1, 10'_2" 1, 3'-10" L 1, 2'-8" 16'-0" 1, 2'-8" I 14'-0" 1, 4'-4" - 21'-4" FOUNDATION PLAN SCALE: 1/4" = V-0" 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 WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.0INDICATES #5 BAR,OINDICATES #6 BAR,■INDICATES#7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 900 HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: F'm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 3 OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE ---- SLAB - - THICKNESS - - REINF. REMARKS 6x6 W1.4xW1.4 OVER GENERAL 3 1/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION. WITH 30" LEG EACH WAY. K WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG 1 8" SEE PLAN 10" - (2) #5's xl2 FF 12" CONTINUOUS 12" - (2) #5's x18 12" CONTINUOUS 18" - (2) #5's (+)0.-0" 6x18 16" CONTINUOUS 18" - (2) #5's 2x18 12" CONTINUOUS 18" - (2) #5's VARIES F-24x24 24" 24" 12" s s (-)0"-4" SECURE STRAP T❑ A/C SIMPSON WB CONC. W/ LIMIT ROLL STRAP ❑R C2>-3/16'X2' EQUAL @ EACH TAP —CONS CORNER OF -[INC;---" `SECURE STRAP TO SLAB UNITS W/ (2) #Bx1 1/4 SHT MTL SCREWS A/C CONNECTION TO PAD DETAIL G9Reviewed for Code Compliance Universal Engineering Sciences SVBDIv & LOT: CREEKSIDE PHASE 2 LOT #19 PROJECT# 04321.200 019R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: FOUNDATION PLAN 160 MPH EXP. C STATE OF FLORIDA MAR 0 5 2021 MICHAEL C. ANDERSON AR NO;17305 03/01/21 1 SCALE: 1/4"-1'-0" 1 SHEET S 1 Z STEEL REINFORCING IN GROUTED a CELL SEE PLAN FOR SIZE AND o SPACING REQUIREMENTS m Lu 00 _U V J O -- -- - 8"CMU WALL O _ M < 4A: SEE SLAB SCHEDULE EXT. PORCH SLAB 4" CHAMFER (1-STORY) W/ 1/2" ISOLATION 6" CHAMFER (2-STORY) JOINT (WHEREAPPLICABLE) zEE SCHEDULE WxD, BAR SIZE BAR QUANTITY +- Q'-011 BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" r�EXTERIOR MONO -FOOTING 0 Eh BOLLARD LAP NP PLATE A MIN. OF 48" AND NN W/ 16d COMMON NAILS, 2- WS, 4" O/C BTM. L, cNJR OVER STUD 2x4 OR 2x6 WOO EARING - WALL W/ SYP No 2 UDS SEE PLANS FOR SPACING. INGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLAT +_ 0._u., TOP OF SLAB SCALE: 314"=V-0" _Z I. STEEL REINFORCING IN GROUTED Q a CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS Lu m C) �0- W_ p Q 8" C M U WALL = o Z - TOP OF SLAB 4 ' - a� - VARIES 4 oc SEE SLAB SCHEDULE TOP OF GARAGE 4 .. EXT. PORCH SLAB 4" CHAMFER (1-STORY) W/ 1/2" ISOLATION ( - L� ` 6" CHAMFER (2-STORY) JOINT (WHERE O SEE SCHEDULE APPLICABLE) n FOR WxD, BAR SIZE AND BAR QUANTITY N EXTERIOR MONO -FOOTING @ GARAGE SCALE, 3/4"=V-0" 2"CAPPED j U) I NEW REINF. BAR GALVANIZED PIPE O 0- SECURED W/ 2- PART WlFLANGE @BASE a Q I EPDXY. MIN. EMBED Q 8". UNO Q p FOLLOW ALL MANE. Y I SPECIFICATIONS FOR Q USE AND SECURE FLANGE TO F= m PREPARATION OF SLAB W/(4) 1/4"X21/4" (D "I 4" 4" HOLE. TAPCONS W � J SCALE: 3/4"=V-0" VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCKY RE B . PLATE TO LA d MASONRY NAIL TAGGERED. ZONAL METAL NECTORS NOT QUIRED WHEN NO PLIFT IS PRESENT. SLAB SCHEDULE W.' � v f1OR Q SEE SCHEDULE FOR WXD, BAR SIZE D BAR QUANTITY 9 INOUNDATION OD WALL SCALE: 3/4"=r-o" (NO LIFT) 4" CHAMFER (1-STORY) 6" CHAMFER (2-STORY) ADDING BAR TO MONOLITHIC FOUNDATION SCALE: 3/4"=1'-0" STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS u — — O�IIIIIIIIIM 4 Z -SEE SLAB SCHEDULE Z — a 2 _ "ISOLATED" COLUMN PAD `. CENTERED UNDER WALL AND POURED MONOLITHICALLY WITH . - -- FOUNDATION AND SLAB SEE SCH ULE FOR WxD, BA SIZE AND BAR QUAN TY MBINED EXTERIO MONO - OOTING AND COL. P 30" MIN. EACH WAY MONOLITHIC FOOTING ° I.s � vn R ° o. FM ° . CORNER BARS, SAME SIZE AS LARGER BAR IN FOUNDATION WITH 30" LEG EACH $ P. WAY AT ALL CHANGES IN DIRECTIONS SO THA - THE STEEL REINF. IS CONTINUOUS MATCH AMOUNT OF CONTINUOUS BARS CONTINUOUS STEEL MONOLITHIC p' FOOTING REINF-ORCEMENT SEE SCHEDULE v WHEN TRANSITIONS ARF. MADE FROM FOUNDATIONS HAVING DIFFERENT NUMBER OF C-0NTINUOUS BARS PROVIDE THE LEAST NUMBER OF BARS (ie- 2 f O 3, PROVIDE 2 BARS), UNO MONOLITHIC FOUNDATION CORNER BARS DETAIL AP TOP LATE A MIN. OF 48" A NAIL PW/ 16d COMMON NAIL 2-ROWS. 4" O!C BTM. LAP TO CCUR OVER STUD 2x4 OR 2x6 D BEARING WALL W/ SYP No 2 STUDS SEE PL S FOR SPACING. SINGLE BT PLATE TO BE PT. PROVIDE DBL OF PLATE SIMPSON SPH4 OR SPH6 -- B7M AND TOP PLATE ANCHORS W/ 10d x 1 1/2" COMMON NAILS FILL ALL HOLES, DO NOT USE 10d x 3" -0.1 1 OF SI AB SCALES 3/4"=1'-0" \� VERIFY HEIGHT OF WALL W/ PLAN i -- PROVIDE BLOC/it L R . PLATE TO SLAB W/ 1!' "x DGE ANCHOR W/ 2" R SET IN HIGH STRENGTH XY 5-1/2" EMBED MIN. @ 16" OC Ir. SEE SLAB SCHEDULE a, 'a a - a EQ. EQ SEE SCH ULE FOR WxD, BA IZE AND BAR QUANT A INTERIOR CURB FOUNDATION WOOD WP SCALE:3/4"=V-0" (W/ UPLI POURED LINTEL CONT. (TYP.) 8" CMU FILLED CELL (TYP.) 2X WALL FRAMING 112" DIA. SIMPSON STB2 BOLTS 5" MINIMUM EMBEDMENT INTO GROUTED CELL. 4" FROM ENDS AND 16" O.C. VERTICALLY MAX INTERIOR FRAME BRIG WALL TO BLOCK WALL CONNECTION SCALE: 3/4"=V-0" Zu Q J J Z) CO Lu Lu W = U n RECESS AROUND GARAGE DOOR OPENING LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS: 2-ROWS. 4" O/C BTM. LAP TO OCCUR OVER STUD 2x4 OR 2x6 WOOD BEARING - WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SCALE: 314"=1'-0" VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCKING SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL 16" O/C STAGGERED ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO UPLIFT IS PRESENT. -SEE SLAB SCHEDULE FOR NRY SET EV: a=AND 4. aEQULE SIZE NTITY INTERIOR CURB FOUNDATION WOOD WALL SCALE: 3/4"=V-0" (NO UPLIFT) Reviewed for Code 93 Compliance Universal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 3?937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #19 PROJECT# 04321.200 019R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C MAR p 5 X21 MICHAEL C. ANDERSON AR NO T73015 DATE• 03/01/21 SCALE: 1 /4"= V - 0" SHEET S1. 1 A M u c in W O O 0 N V CO N o co III O 0 N (o V Ln -- -_- 0 36-0" 29'-0" 27'_0 25-10" 1 T-8' 14'-0" 10 -0 -- 3 0 DOWEL PLAN SCALE: 1/4"= T-0" v u� 0 N Lo ao o M (o N O v N N C9 C — -o Lo 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH:321-802-3591 www.abdesigngroup.com AA ##„ 000332 a �f e "r g [-Y Cf p, �R SIUBDI"V. & LOT: CREEKSIDE PHASE 2 LOT #19 PROJECT# 04321.200 019R1 MODEL: 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: DOWEL PLAN F 160 MPH EXP.moommommoommmov u. r STATE OF FLORIDA MAR 0 5 202�� = MICH�►EGr�'ORISON AR 46-1�6M IPRINT DATE: 03/01/21 SCALE: 1/4"=',11-0 11 8 MET S1e2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM — VARIES PER ELEV. N e a a ° a `A, Z_Lu Cl)O U HORIZONTALNERTICAL REINFORCING SCALE: 3/4"=V-0" EXT. PORCH SLAB W/ 1/2" ISOLATION JOINT (WHERE APPLICABLE) 6" PVC CHASE THRU FOOTING CLEAN OUT REQUIRED FOR INSPECTION 0'-0" FIN. FLR. TIE ERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK BAR SIZE 48 BAR DIA. #3 181, #4 24" #5 30" #6 3611 #7 42" STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 8" CMU WALL a. ` a SEE SLAB SCHEDULE d' 4" CHAMFER (I -STORY) ' 6" CHAMFER (2-STORY) i Z ' -MATCH STEEL REINFORCEMENT N PER SCHEDULE SEE SCHEDULE FOR WXD, BAR SIZE AND BAR QUANTITY no BAR SIZE 48 BAR DIA. #3 181, #4 24" #5 30" #6 36" #7 42" Z r1r, W M O U PVC CHASE 4 THRU FOOTING SCALE: 3/4"=1'-0" Ivlf lV1I J1L REINFORCEMENT PER SCHEDULE NG CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 3 SCALE 3/4"=1'-0" Reviewed for Code Compliance Universal Engineering 91 Sciences 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 #19 PROJECT# 04321.200 019R1 MODEI. 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C STATE OF FLORIDA MAR 0 5 2021 MICHAEL C. ANDERSON AR NO T7305 F DATET-. 03/01/21 SCALE: 1 /4"=1'- 0" SHEET St°2A 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) 10dx 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 I$ 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 ACCORDANCEWITH 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 ATTOP 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 2xMEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177 x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR, UNLESS NOTED OTHERWISE. BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL 1 T.O.A. = TOP OF ARCH / T.O.S = TOP IOF SLAB ABBREVIATIONS E.E. = EACH END, 01C = ON CENTER F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION fc (psi) SIZE W xH REINFORCEMENT STIRRUPS REM RKS BTM. TOP MID SIZE SPACING 13131 MASONRY 3000 8x8 (1)#5 N/A GROUTED SO= SEE SHEET S2.2A FOR SAFE LOAD TABLES BTM. OF LINTEL @ 7-0 7 ABOVE FINISHED GARAGE SLAB LIFT BEAM PLAN SCALE 1/4 1,_0" Reviewed for Code Compliance Universal Engineer;-_ Sciencee; 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 r f' 440 p f I q Y rl peT �� " UBDI r 8e LOT: iy CREEKSIDE' PHASE 2 .! LOT #19 P PROJECT# 04321.200 019R1 ODEI : ry 4EBB "1828=CALI" 'GARAGE SWING: I RIGHT { PAGE: 1 LIFT BEAM � PLAN AND' E NOTES ;{ , 160 MPH EXP. ' 17-rATE OF FLORIDA 'T; _ 0 51021 ,= ^_MAR MICHAE�� ''1<R�ON ' AR NO 17305 PRINT 03 O1 21 DATE: SCALE: 1/4" V-0" SHEET S 2 AOL NOTES TO THE INSPECTOR/CONTRACTOR TYP. B'1 � 1#5 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2, IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. PLACE STEEL 3. HEIGHT. MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING OF PFINFORCING (1-2)4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND �G 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 / o��P / 5. SHOULD THE DOUBLE BONI) BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL #5 CORNER BAR W/ 30" LAP FOR EACH / COURSE OF BOND BEAM REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE ---1#5 / TOP OF THE LINTEL. O 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. �c VERTICAL REBAR W/ 10" HOOK / E 8x16 DBL. BOND TOP OF p BEAM W/ (1)#5 BAR "- BOND BEAM EACH COURSE G \ 8x8 BOND BEAM -- _ _ _ TOP OF Q� W/ (1) #5 BAR BOND BEA' 30" F F = FILLED W/ GROUT A. TYPICAL J O��O U = UNFILLED GROUT SOLID FROM -- TOP 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/OB 8x8 PRE -CAST CONCRETE P� F� NOMINAL �� LINTEL W1(1)#5BAR (L2) MASONRY LENGTH OF BAR =WIDTH OF CORNER gQ HEIGHT #OF#5'S.TOP OPENING-2" Reviewed for Code S THIS ENGINEER'S INTENT BOND BEAM COURSE OR ^ BEAM DESIGNATION Compliance IT I THAT XFXX - 1 [/1M/0B INDICATES A DOUBLE BOND BEAML Compliance En9ineefinc REINFORCING O F BOND BEAM /#OF #5'S, BOTTOM 8x8 PRE -CAST CONCRETE SCALE 3/4"=1'-0"93 Sciences 1 AND XFXX - 1T/OM/OB INDICATES SINGLE BOND BEAM PLACED IN LINTEL LINTEL_ W/O STEEL (1-1) REFER SCALE: 3/4"=1'-0" IT IS [HIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS AND XUXX - 1 T/1 M/0B INDICATES A DOUBLE BONU BEAM ABOVE UNFILLED TOP LINTEL OF OPENING AND XUXX - 1T/0M10B INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL P CAST HEADER(MIN) 2x4 (MI X 3) 1-3/16 TAPCON O RIVE PIN (MIN 70 SHANK SIZEA MIN HEAD WINDOW SIZE .300 MIN EM DMENT 1 1/4") 8" FROM EACH D AND 18" O.C. MAX. MIN 1-1/4' EMBEDMENT R4� 2x6 (MIN 2 X 3) 2-3/16 TAPCON PRE -CAST OR DRIVE PIN (MIN SHANK WINDOW Z SIZE.145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 1/4") 8" SLOPE FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" `O EMBEDMENT 2x8 (MIN 2 X 3)2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 MIN EMBEDMENT 2X4 SOLID BLOCKING 1/4") 8" FROM EACH END SECURE TO SHEATHING 18" O.C. MAX. MIN 1-114" MIN. 2-12d PER BILK. EA. EN EMBEDMENT TYPICAL MASONRY WINDOW 7/16" OSB SHEATHING CMU WALL SILL CONSTRUCTION ARCHWAY FRAMING DETAIL 4 SCALE: 1 1/2"=1' 0" SCALE: 3/4"=1'-0" SINGLE #5 CORNER BAR. 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF_ OF FILLED CELL BOND. BEAM PROVIDE #5 BAR T BEACH SIDE STEEL E0 LEVATION BOND. BEAMM OF CHA E CHANGE IN 7 ELEVATION OF BOND BEAM SCALE: 3/4"= 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SXMDIV. & LOT: CREEKSIDE PHASE 2 LOT #19 PROJECT# 04321.200 019R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C MAR 0 5 2021 MICE AEL C. ANDERSON AR NO 17305 PRINT 03 Ol 21 DATE: / / SCALE: 1/4"=1'-0" SIiEET S2. 1 A "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS IT SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD -POUNDS PER LINEAR FOOT 1 SAFE PLF LOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH SUS 818-OB 16-1T/OB 1TIOB 1Tro6 1T/0B 2-1Tro6 TYPE LENGTH 8/8 PLAIN 8/8 SOLID TYPE LENGTH 1T 8It61r 6/20-1T 8n4-1T 8/28-1T 6/32-IT 818-1B 164T/1 1T/16 tT/16 8-1T/1B -lT/1B &S-2T 8/16-2r 8r2O-n =4-n &28-Zr aw- V-60 PRECAST 14M 952 3114 4217 5321 e426 7531 3'$" PRECAST 689 1024 3'-6" PRECAST 15M 3524 4394 5263 6132 7001 2465 6113 6385 7708 9031 10000 1569 3524 4394 5263 6132 7001 4'-0" PRECAST 1065 700 2305 3125 3945 4765 5587 4'-0" PRECAST 514 763 4'-0' PRECAST 1363 3060 3816 4570 5325 6079 1961 0113 7192 6524 M7 8751 1363 3060 3815 4570 5325 6079 4'-0" PRECAST 819 533 1770 2400 3033 36M 4300 4 " PRECAST 398 591 4 -6" PRECAST 1207 2582 3375 4043 4711 5379 1625 5743 7547 6752 6541 7505 1207 27C 7 3375 4043 4711 5379 5'�" PRECAST 937 1247 logo 2580 3123 36M 4249 5 -4" PRECAST 411 411 5'-4" PRECAST 1016 1806 2374 29" 3513 4084 1319 4480 7196 7342 5780 0259 1018 2276 28M 3399 3961 4084 5'-10" PRECAST 817 1024 1831 2090 2549 3009 3470 5'-10" PRECAST 340 339 5'-10" PRECAST 909 1499 1971 2443 2915 3387 1161 360 5877 owe 6548 5776 929 2000 2593 3107 3620 4133 6'-0" PRECAST 692 1139 3227 3031 3707 4383 50e1 6'-0" PRECAST 410 721 V-6" PRECAST 835 1201 1578 1955 2332 2709 11M 3227 4598 7054 10000 8825 s35 1868 2329 2790 3251 3712 T$" PRECAST 570 938 2498 2205 2898 3191 3885 T-0" PRECAST 303 534 7'-W PRECAST 716 900 1181 1462 1743 2025 938 2498 3408 4884 7067 6472 727 1624 2025 2426 2827 3228 9'-4" PRECAST 428 633 1593 2204 2481 2818 2621 9r�" PRECAST 192 384 9'-4" PRECAST 464 586 767 948 11 99 1310 639 1874 2298 3081 4099 4899 572 1318 1643 1969 2164 2519 10'-0" PRECAST 3$8 487 1247 1767 1904 2163 2028 10'$" PRECAST 151 301 10'-6' PRECAST 358 488 612 755 899 1042 550 1407 1897 2781 3222 3T84 504 1180 1472 1763 1710 1989 11'�4" PRECAST 330 544 1312 1742 2252 2868 3830 11'-4" PRECAST 132 417 11'-4" PRECAST 430 408 530 653 M 872 544 1312 1742 2252 28e8 3552 466 1042 1372 1643 1470 1710 12'-0" PRECAST 30$ 507 1210 15M 2048 2586 3191 12'-0" PRECAST 111 370 12'-0" PRECAST 383 366 476 587 698 783 507 1210 15M 2048 2586 3171 440 940 1300 15M 1314 1476 13 " PRECAST 270 433 1045 1365 1732 2157 2535 13'-4" PRECAST 82 298 13'-4" PRECAST 308 303 393 454 576 645 414 1045 1365 1732 2316 2805 396 780 1 1057 1312 1071 1203 14 -0" PRECAST 254 388 978 1272 low 1988 2279 14'-0" PRECAST 71 293 14'-0" PRECAST 279 278 380 443 526 809 390 978 1272 ism1950 2389 378 717 961 1192 975 1133 14'-8" PRESTRESSED N.R. NR NR NR NR NR NR 141-8" PRESTRESSED N.R. 283 14'-8" PRESTRESSED 239 422 506 626 746 865 458 Ion1429 1824 2277 2712 246 663 980 1237 1474 1715 16-4" PRESTRESSED N.R. NR NR NR NR NR NR 16-4" PRESTRESSED N.R. 252 -4 15'" PRESTRESSED 224 387 464 574 884 793 412 1014 1340 1703 2118 2513 230 ale 908 1134 1353 1572 1T�" PRESTRESSED N.R. NR NR NR NR NR NR 17'-4" PRESTRESSED N.R. 183 " _ 1T-4 PRESTRESSED 187 326 - 365 451 587 e80 � 856 7721 1413 1739 2047 192 508 720 501 1135 1312 19'-4" PRESTRESSED N.R. NR NR NR NR NR NR 19'4" PRESTRESSED N.R. 148 4 19,40 PRESTRESSED 162 266 348 430 513 595 235 736 959 1200 1497 1718 186 429 623 B03 950 1098 21'-4" PRESTRESSED N.R. NR NR NR NR NR NR 21,-4" PRESTRESSED N.R. 125 21'-4" PRESTRESSED 142 219 308 381 454 527 18O 598 833 1038 lies 1468 142 373 537 690 816 943 22'-0" PRESTRESSED N.R. NR NR NR NR NR NR 22'-0" PRESTRESSED N.R. 116 22'-0" PRESTRESSED 137 226 290 359 428 407 165 550 784 992 1203 1381 137 358 513 659 779 900 24'-0" PRESTRESSED N.R. NR NR NR NR NR NR 24'-0" PRESTRESSED N.R. 91 _ 24'-0" PRESTRESSED 124 174 245 302 380 418 129 450 654 824 1014 1147 124 319 455 581 687 793 - ALL VALUES TARN AS THE LESSER FROM 'SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTTS MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 19-0130.13 Reviewed for Code Compliance Universal ncgineering 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA * 0003325 SVBDM & LOT: CREEKSIDE PHASE 2 LOT #19 PROJECT# 04321.200 019R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: SAFE LOAD TABLES 160 MPH EXP. C STATE OF FLORIDA MAR 0 5 20?�� MICHAEL-C. ANDERSON AR NO 17305 PRINT DATE: 03 O1 21 SCALE: 1/4"=V-0" SHEET S t e 2 A i 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, .17711 0 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-011, FINISH FLOOR. UNLESS NOTED OTHERWISE. 14. BOTTOM CHORD BRACING, DIAGONAL BRACING ANU GABLE END BRACING SHOWN ON THE FRAMING PLANS AND DETAIL ARE DRAWN AS A DIAGRAMMATIC PURPOSES FOR MINIMUM SPANS AND MAXIMUM SPACING. THESE DRAWINGS ARE INTENDED AS A GUIDELINE FOR CONSTRUCTION AND DO NOT NECESSARILY REFLECT ALL ACTUAL CONDITIONS THAT MAY ARISE IN THE FIELD. FIELD CONSTRUCTION SHOULD CLOSELY PARALLEL THE BRACING DIAGRAMS WITHIN THESE MINIMUM AND MAXIMUM TOLERANCES. ADJUSTMENTS IN THE FIELD ARE ACCEPTABLE FOR FIELD CONDITIONS SUCH AS INTERFERENCES WITH TRUSS WEBBING, SHEETING ETC IN SITUATIONS WHERE THE DIAGRAMS LOCATION AND ACTUAL TRUSS WEBBING CONDITIONS CONFLICT, THE CONTRACTOR SHALL PLACE THE DIAGONAL BRAE ADJACENT TO THE TRUSS WEBIAS 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, TRUSSES W/2X4 gCTRUOTT S M I. I. OTT BOTTOM CHORD 1 2x4S ABNILEDTO DIAGONAL END JACK TRUS BO OM BRACING/BOTTOM CHOR W/M N (4) 10d CHORD BRACING :RE APPLICABLE NAILS O%ACH - CHORDCO NECTION A DISSIMILAR BOTTOM CHORD BRACING @ END FOR EACH CHORD CONNECTION �IHORD BRACING @ MID RUN .Y aT M��w..�.��v��....�-.��.� CONNECTORSCHfDUE ••��-- -�- CO4TR0L DATE O]/2]/2020 MITek USE SIMPSCN Miiek USP "MESON D1S. UPLII'I GMVIN DES. UPLII'i P.AV GRY FASTf NED FASTENER' HTA3G18 Ells MFC1IG 1450 IRD 16L X11/2"1-PLY(7)Ed 2-PLY, EMBED4" NET NOT x l 112'1PLY 6116C 2 PLTF AYED4" 21 HTA 3618 2430 I2)METAI6 1985 (1R)OAtlxll/T'YPLY,EMB[D4" (10)106 X 11/2 1FLY,f MBFD4" liTq t6 ]g]D HE1A-16 ]830 0. AOtl Xl1/$", INT16tl 2-0LY•EMBfD4' ) (9)1.1 x 11/2" ] PLY (el 1. 2-PLY, EMBED4 HTA z0 I8]II {ZETA-20 1010 (30)LOT xl 1/T",(B) lid 2-PDCCMBE04" (9)ITT x 11/L IPI_Y,RIEd2'PCY. MBED4 (2) HTA'zD 2a30 121 HETA 40 2035 (12)"d x 11/2".1 ED, fMEU4" (10)USE x 11/2"1 PLY EMBED4' 2500 (30) 1612-111. FV40f04^ (12) I6d 2 PLY, EMD[D4^ - LUGL2 1655 LGT-2 188.5 BEA (5) I/TF ECL WeDge.80h, Anchors, WOOD (16110C 1])-1/4"x21/4'• THEN, WOOD 1161 HIS LUGT-3 3380 LGT3-SI152.5 3400 CONC(4)3f8'%S Wedg¢ROR4An[nartWMD(19) M25. OCI SDS1/4"a3" TO GIRDER, (4) IX x 9 THEN HDTO WALL DHTA 20 2430 DFTAL20 248D (1fi) lw x1112,1 PLY ALTERNATE USE OF 12) HTA-20 ACCEPTABLE (]B)-lGd.l1/21PLYALTERNATEUSEOF(2)XETA-20ACCEPT BLE iii MUGT15. BELLS MGT♦ 3965 (1)5/8'AIR_ IN H IGH STRf NGTH E PDSIV(MRN 12" EMBED).(2211011OW000) (1)5/B'A.T.RNHGY tTS ENGTx EPDXY (MIN, I X. EMBED), 12 ISO TO WI 7UGT2r 9515 HOT X. 10690 W0OG 181 Did, MANONRY12)3/P•AT.R (2)3/4"A.T.R IN HIGH SIRR IY EPO%Y(MIN 12'•fMDEUI"(1)]On TOW UD XUI 9060 MGFE+ ),06. INGE. U110d, MA50NRY12)3/4"A.T.R (2)3/4"AT R IN HIGH STRENGTH E PO%YMIN. 12'•fMSED1"11)iWTOW OD LPTA 1510 PARALLElT04VALL ]4]O Pf PARALCUW TINCIAUL L LTA2 12 11 PARALLELTO 121D Pf RPENECULART0 WALL WgLL OGRHid.I l/1" (ID110d n1V2" MVOT15 BELLS. VGT 4940 (1)Sjb AT.R.INHIGH 51'RENGTN EPO%Y1MIN.12"EMBEO).(4)]Otl iOPf(6f BOB FACE/(12)IOtl RACX0FIHUSS (J)5/8"ATRIN HIGP STRENGTH EPDXY (MIN. 12'fMBf D)1165DS ]/4 x3' HUCT 9575 (2)SOD ]185 (2)510"A.CR. IN HIGH STRENGTH EPDXY IMIN.12"fM BED),(8)]W (2)5/8'• A.T. R I N HIGH ST RPNGTH EPDXY (MIN. 1d" fMBf 011(3z 6D51/4"X�' M TW 12 A. MTS-12 99D (1ST)YA, x11/2".(1H 1. (14)l0tl k1 V2" HTWl6 135, HTS.16 1310 (16)100X I 1p (16)101 (1fi110tl%,V/ HTW 20 3355 HTS-2U 1310 (M)DOE X 11/2",(20110d (24110d N11f2" HTW 24 1355 HTS�24 1310 124)lbd%11/2",(4%]W (24110d v11/1' TESTA 12w BOX LSTA'12 ••' 925 (11)1N I (TIHDOE LSTA 13r 1235 UiTA.18.d 1235 114180tl (14)101 MI 1310 MSTA I. III (M)IlOtl OH)IN MSTA-24ITT 1640 MSTA 24ti ]A. (1gIIlOtl (10)10, MSTA EI 1065 MSTAd1w 205D (22NRSd @2)]Oo MSTA . 2. NITA3fiti 2050 1 PSTlifitl 1 (26)101 NSTI236 2766 MSTHfi 300 RI OR (EL) OF x 1'12 " NFSRAB 5105 MST:1. I M4tl%11/2 (48)10E X1112" LFTA6 98D H5 1055 (16)Btl xJ l/3', (1618d) (0E d TO PIATIS, RC BCIn5NU5 11T4 8I5 SP4 025 IDD Ed TO 5TUD56] 1W 1O PLATE (6)10d x11/2"1OMUDS MP34 5251N r!C 1E0% ASO 430 I, TIRE ul 1/2' TO BEAD,(41 HE X 11/T`TO PUT. (4)0Ex 1112' TO BEAM. (410tl a 31/T'TO POST. NVCP2 EST HC12 59D 1101LEE A 11/2"d TRUSSr 110)I OE X 11/2" TO PW'(E (12)Ibd%1112' BTTW 1020 HID. UH. (9)Bid .1L12'1Ay TRUSS, .(8)]04 X 11/2' TO PLATE (M)Ed%3 V2' MUGTIS REP. at]5 OT B TRIM 4940 (28)ME1.TDA(1O1 W53 GOOD SCREWST0EXIST W/5/8'THREADEDROD UDII/ALBTO WOOD,(101-SD51/4••x21/2"• /THIREAOX OgOD, 2P mS/WASEDW HE MUGT158PHD4A 4P5 VGTBXD]8 4940 ,. (28)]Otl TO TRU59101 W53 W0OD 5CREW5TU PU x( STW/5/8"THREAOEOROD 416F5DS1/4'x9" TOWOOD,(3) 314" STUD BOLTSW/TXREADF RDA, (21 UTNWA5BICV2PLY PAJOB 33, ' 6]]5 ABU442 21. T]91 (LIVE AT.R. IN MIGEXkrNGTH FPDXI,(MIN.]"fMBE01NCONC, 1211ftlTOWC0D (]IS/B"ITT N HIGH STRENGTH EPO%V,(MIY.]"EMBERIIN NC.,( Iz) 6d TDWDOD PAU66 2455 HER. : ABU 662 2UR MI (11560 A I.R IN H IGH STRENGTH EPDXY, (MIN ]" EMBE D) IN FORC,(1211 RE 1O WWU (1)5/8A,T:P. IN H ION STRENGTH EPDXY, (MIN I"EMBED) IN DONI(12). Xd TO WOOD 11. 1205 ' LTT19x+H I310 (1) XI A.T.R. I N p IL H STRENGTH EPDXY, (MIN r EMBEU)mCXNC,H)]Ctl TOW00D lDB/4A;T.R. IN HiGHSIRENGTH EPDXY, I MIN.r• EMBED. I INCHRM., jBho TO W07 LTSMB� IBM LT1200MH I is. (1)VNV'AT.R.LNHGHSTRENGTH PLAY, T'EMBED) IN C0W.(111I1 Od x 1.1/2 TO WUUD (1)1/2'•AT.R. N HIGH STRENGTH f V(%YIMISI DOSED.) NCJI Ed INWOOD VTT45 4360 HTT4 4455 1 (1)50-ACC IN HIGH STRENGTX EPDXY IMIN, T' EMBED) IN CONI ENX21/2' (1)5/8"A Ci IN HIGXSTRENGTH EPO%Y(MIN]"EVER) IY OINC.,(26)1P%2 V2 ' HI T45 ADDS HITS X.R (1)Sf0" A T R IN HIGH STRENGTH EPDXY (MIN.]" EMBED) IN CDNC., 1261 IT, X 21/2' (1) big A 1.1. I N HIGH STRENGTH EPDXY (MIN .]"END EOI IN ONNI (26)1'N2112 UPHD]]f 14395 HHD0II-IDS 25f 11810 (I)P'A1 R.INBIG HSTRFNGTX EPDXY,(MIN.10'EMEND) IN CONC,1241W53GOLD SGR)WS (11"A.T.0.INHIGHSTflENGiHEPDXY, IMIN. ]P'EMBED) 1N Mil 241 IDS Cx214 WC0U5CREW5 PXDSA fi45 HDIB 6645 8 IMPIRED0IN 1f)]VO�A.B. I/B3,°OD (11]/B A'd' IN HIGH STRENGTH EPDXY MIUJ7 EMBED) IN NC,(31B/"STUDBOOSTOW00D TINS 7970 OCREMWO0D IN xI HSTRfry GTX [PO%,_,(MIN NNC,13) NfM35 %]2U 2500 ]130 MBXA 1.56/1115 34]5 5330 (1I 1%L IROLi WIMIN 6•'fMBE08 N0T Lf551'HAN B-RELIDGE.100 W/354"DIAITWMMSfT/Rf DHEAD DINA BOLT SLf EV 0.4CHOROR fO W/MIN S' M0E0 INN ALLED ILL FACE(34110d A T 1U151 (113/4'ATR. IN HIGH STRENGTH EPO%Y(MIN.6]5"EMBEDMNT)NCMU.TOP(1I3f4 EPDXY,(MIN.6.15' F M SEEMS FIT) IN CM.0 FACE,(181100 TO 'm AT.R IN HIGH STRENGTH NU54121F 3615 2]]0 (1CO9E)' HUSC412 ,MOOD ( I i445 Z635(1 'v) (]0) 16d TO EXDFR,(I0) IEd TO WOOD (10) L6tl TO H EAGER, (101 16d TO COBO0 3325 (115%) 32Z➢(125b) xDA10IF cNu) ( isso 3oW HUC410 (c44u) Igp] LLSOI HANK. U"'Wl3 SCREWS,(10JJ0'l iO I w[x1u. sa (zD)Bps�^TAPPf R., (1UpwTO WuoD (]8)I/4x23/4 fREN (9 PER FIA4GE)TOCMU(l Of1M l0 D Hp210-21F(CMUI 1950 30@] HLYW362 (CMU) . (191114 x3'"'W 35CRFW5, (10)1W i0 W6PD USP (2031114 TAPPER ,(10J1W TO WOOD (10)1/4'A23/4' TITEN(9 Pf R FLANGE) TO CM0.110p0o TO OOD X W1031F(CMUI 2795 5015 NUCzlb3 ICMU). 1000 nS00 III) XT' 35CRFW5(101W i0 WB@D VSP (20) 15 TAPPER ,(lOpWiO WOOD (10)1/4.µ2d/4"TITEN (9 PER FLANGF)iOCMU. ]Op0o TO OD LGUMz62 2125 60F5 LGUM26Q1D 1430 5595 (4)3/e %4'WeGle Buli An CM1OT5,W00D(4)W53WOODSCREWS (413/3 x4TITEN HDANCT(I PER FLANOEITO CMU,(4p/ X2-V25 SFRFMTOWOOD M Ln yd� U U U CJ1 CJ3 CJ5 1�/4/L? CJ1A Ln m r Reviev Co/. Universai Sciences 2194 H WY A1A, SUITE 301 I INDIAN HARBOUR BEACH, FLORIDA 32937' I s PH: 321-802-3591 www.abdesigngroup.com i AA * 0003325 } y 1,11a_� T ! l3 a0 u 4 a ` G xLl � I A E � a ss1 ) sI k( � n.. , w1 r RIF, CREEKSIDE' PHASE 2 LOT #19 PROJECT# 04321.200 019R1 a ODEL: 4EBB P "1828-CALI" GARAGE SWING: H RIGHT...,_,".,, TAG-E: Ij Ij p.Ei I; FRAMING In PLAN k.l KJ ? t: k i EXP. 3 la STATE OF FLORIDA i. NY -r, IT I CHAR �54 �' MICHA�C`IC.74�FIE�ERSI". SLR-FfO 17305 :Y 10 a ,BUNT 301 21 ,� DATE: SCALE: 1/43=13-0B3 t 1 I 3 ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE @ 24" O/C, SUBMIT SHOP "ROOF/WALL/FLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH PLYWOOD SHEATHING, SEE (9) 10d x 1 Z" NAILS TO TRUSS (1) SIMPSON HETA16 # 1100 UPLIFT SIMPSON "ROOF/WALL/FLOOR B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH SHEATHING TRUSS ANCHOR WITH NOTE: APT SYP #2 2" x 4", HTSM20 W/10 Ind TO TRUSS AND (4) 114" x 2 1/4" (12) 16d x 1 7" NAILS TO TRUSS FASTENER SCHEDULE" (9) 10d x 1 z' NAILS TO 6", 8" x 4'-0" MAY BE ADDED TITEN 2 ANCHORS TO DBL STRAP, 1 EACH SIDE WRAPS UP AND GIRDER- PROVIDE 5" W/ 10d NAILS, 2 ROWS, 3" CONT POURED LINTEL OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: APT SYP #2 2" x 4", EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO ' ' # 1900 UPLIFT 2 SIMPSON { ) 1 (16) 10d x 3 4' NAILS TO GIRDER AND 6", 8" x 4'-0" MAY BE ADDED CONJUNCTION WITH ACCOMMODATE GIRDER HTSM20 INSTALLED ON —PRE-ENG TRUSS (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS. 3" HEAVY UPLIFT TIEDOWN REQUIREMENTS. CONNECTOR OPPOSITE FACES OF WITH (12) 16d x 3 z' NAILS TO GIRDER OIC TO FACILITATE ONE BLOCK WALL W'10 10d TO ADDITIONAL PLY MAX. TO TRUSS AND (4) 1!4" x 2 1/4" 2x WOOD FASCIA ACCOMMODATE TRUSS A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM SE ANCHOR REQUIREMENTS. SEE ARCHITECTURAL WITH (4) e" x 5" TITEN HD TO CMU AND (12) SIDS CONT POURED LINTEL 2x SECURED W/ (3) 16d ' 4" x 2 f' TO GIRDER GALV. COMMON NAILS. ENGINEERED WOOD B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH 1x2 SECURED W/ 10d TRUSSES @ 24" O/C, lx2, 2x WOOD FASCIA (2)2"' x 5" TITEN HD TO CMU AND (18) SIDS 4' x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3" TO GIRDER 12" O/C FOR REVIEW 2x SECURED W/ (3) 16d C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH It AND APPROVAL GALV. COMMON NAILS. (2) Z' x 5"TITEN HD TO CMU AND (18) SIDS ?" x 3" 1 x2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 12" O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) TITEN 2 ANCHORS MIN. B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) 2" COVER & 2" APART C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) REPAIR OF MULTIPLE TYPICAL TRUSS/ 1a 1b 1c TYPICAL ROOF MISPLACED EMBEDDED TRUSS ANCHOR SCALE 3/4"=1'-0" GIRDER CONNECTOR(S) 2a 2b 2c SCALE 3/4"= 1'-0' 3 SCALE 3/4"=1'-0" GIRDER CONNECTOR(S) (2) 2X4 Not SYP DIAG. - 2x4 BLOCKING BETWEEN BRACE W/ (3) 12d @ EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENTAT COVER 5 TRUSSES) 4'-0" O.0 (AT SHEATHING 0'4' TO 30'-0" (1) "X" BRACE SEAMS) 6'-0" MAX 30'-1"TO 60'-0 (3) "X" BRACE SECURE 2x PT, PLATE (1) "X" BRACE @ CENTER OR 10'-0" /2 X4) MAXX (W/2) TO BILK W/ 112" DIA. (2) "X" BRACE DIVIDED EQUALLY 74 ANCHOR BOLT W!IG — — FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA. STRENGTH EPDXY 6" 1x4 DIAGONAL SEE ARCHITECTURAL A MIN_ EMBED. AT 32" OC BTM. CHORD MAX. BRACING, SEE PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 Lu PLAN FOR LOCATION P.T. PLATE W! 12d's 8" o � V a MAY NOT BE STIFFBACK (AS PER O.C. MAX N� a H REQUIRED TRUSS ENG) CONT. 2X4 SECURED W/ (2) 10d's @ EACH TRUSS TO BE INSTALLED @ —BTM. CHORD OF 10'-0" O.C. MAX. WOOD ROOF TRUSSES SEE SCHEDULE FOR BOND BEAM REQ. i Reviewed for Code Compliance 1 x4 BTM. CHORD BRACING 6'-0" O!C END WALL OR OTHER Universal Engineering MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION. IF Sciences 10'-0" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. BTM. CHORD BRACING BLOCK WALL W/ GABLE END 6 7 SCALE:3/4"=1'-0" PRE-ENG'D TRUSS SCALE:3/4"=V-0" THE USE OF ALTERNATE MATERIALS MAY BE NOTCH DEPTHI/4'D O ` HOLE EDGE>5/8" USED SO LONG AS THEY CONFORM TO THE —HOLE DIAMETER FOLLOWING < 2/5'D SGL. STUD OUTER 1/3 OF 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS HOLE EDGE >5/8" EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. BTM. --HOLE DIAMETER PLATE < 3/5'D DBL. STUD STUD NOTCHING ALTERNATE MATERIALS AND BORING LIMITS SCALE: 3 4"=1'-0" 8 SCALE: 1 1 /2"=1'-0" 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 #19 PROJECT# 04321.200 019R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C STATE OF FLORIDA MAR 0 5 2021 MICHAEL C. ANDERSON AR NO T7305 PRINT DATE: 03 Ol 21 SCALE:1/4 P1=11— 0" SHEET Sae 1A PRE-ENG GABLE TRUSS— 2x4 BLOCKING BET NEEN TRUSSES AT FIRST TWO BAYS 4'-0" Q.C. (AT SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR LOCATION SECURE 2x6 PT. PLATE TO BILK 1 1 /2" DIA. ANCHOR BOLT W/ 2" ASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX CONC.POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2) 10d's @ EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL SCALE: 3/4"=T-0" Reviewed for Code 93 Compliance Universal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 B� CREEKSIDE PHASE 2 LOT # 19 .m p PROJE T 04321.200 019RI Vs MCXDEIz 4EBB "1828—CALI" u 01 RAGE SWING: RIGHT PAGE: P± DETAILS ,a a pa �i j STATE OF RW '->9( � 1 — r c� z MICHA8Ca.-ANDT.y8S N, AR NO 01 iD rE 03 21 / I SCALE: 1 /4"=1' — 0" 3 SHEET s3.1 ppppVQGpf pppQQpdpG VTCR SPACING (1) AT EACH END ppppQpGpG 2x4 BLOCKING BETWEEN TRUSSES VTCR AND 6'-0"O.C.MAX. QQGGG (2) 2X4 No.2 SYP DIAL. WHERE X-BRACING IS PRESENT AT BRACE W/ (3) 12d @ EA. 4'-0" O.G. (AT SHEATHING SEAMS) TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) QpG p p G \ G Gpp 0'-0" TO 3U-0" (1) "X" BRACE Q(Glllpiq 3U-1" TO 60'-0 (3) "X" BRACE PRE-ENG GABLE TRUSS \ pQQQQGQGG (1) X' BRACE @ CENTER \ QpQQGQGGG (2) "X" BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB BA FROM CENTER TO END. UPRIGHTS QVER 4'-1p" HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING. SEE- "ROOF/WALL/FLOOR \� SHEATHING FASTENER SCHEDULE" SEE TYP- TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. SIDE VIEW CONNECTION PER 1 x2. 2x WOOD FASCIA TRUSS MFG. SEE ARCHITECTURAL 2x SECURED W/ (3) 16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES @ 24" O/C. 1 x2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV- COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN 12"O/C AND APPROVAL SECURED W/(2)12d's@ PRE-ENGINEERED MASONRY BOND BEAM EACH TRUSS VALLEY TRUSS CONNECTION SEE SCHEDULE GABLE END PRE-ENG'D TRUSS 2 SCALE: N.T.S. W1 HIP RETURN SCALE 3/4"=1'-0" rwIlIllml Reviewed for Code Compliance Universal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www. a bd es i g ngrou p. co m AA #: 0003325 SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #19 PROJECT# 04321.200 019R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C MAR 0 5 2021 MICHAEL C.- ANDERSON AR NO 17305 DATE: 03�01/21 SCALE: 1 /4"=1' - 0" SHEET S3.IC GABLE - END 3 0 0 0 0 0 0 0 �= 2E O v 0 0 0 0 3 HIP ROOF ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE I = 62.70 PSF (62.70) ZONE 3 = 60.50 PSF (70.50) ZONE 2e = 60.50 PSF (70.50) ZONE,3e = 69.80 PSF (79.80) ZONE 2n = 69`80 PSF (79.80) ZONE 3r = 83.80 PSF (93.80) ZONE 2r = 69.80 PSF (79.80) 'W= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT: +1- 0.18 ROOFDL4PHRAGM ROOF/ WALL/ FLOOR FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" STRUCTURAL SHEATHING( EXP 1(24/16) or 15/32" STRUCTURAL SHEATHING EXP 1 SHEATHING (32/16), FOR!CEMENTITIOUS TILE AND METAL ROOFING, USE 15/32" STRUCTURAL SHEATHING EXP 1 (32116) .(SEE TABLE FOR FIELD AND /� (`L� EDGE SPACING) SEE DETAIL. FASTENER SCHEDULE ! ROOF SHEATHING TO GABLE END FRAME USE 8d RING SHANK GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W11N 4' NAIL REQUIREMENTS OF GABLE END. SIZE HEAD LENGTH DIA. TENSILE STIR. SHANK ASTM 8d RING SHANK, 2 3/8" 0.113 170,000 RING (16-20 RINGS F1667 RSRS-01 SCREW SHANK PER INCH) 8d RING SHANK, 2 3/8" 0.113 F1667 PNEUMATIC RSRS-01 SCREW -NAILS EXTERIOR SHEATHING USE 1 /2" CDX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4"O.C. TOP & ^"111 ^^ T^"^ BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLEDPER MANUF SPECS.) SEE DETAIL. ROOF SHEATHING ATTACHEMENT SPACING ZONE 1: 8d NAILS @ 4" O.C. ON EDGE AND 6" O.C. IN FIELD ZONE 2e, 2n, 2E 8d NAILS @ 4" O.C. ON EDGE AND 4"-0.C- IN FIELD ZONE 3,3e, 3r: 8d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD 7 V 1n J zLu Z U 7 LU Ur W Z� U =O to 0 z BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING k GABLES -DROP GABLE END & (1) ADD'L DROPPED TRUSS 2x4-#2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16"0C IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCINGPER NAILING SCHEDULE 8d RING SHANK GUN NAILS @ 4" O.C. TOP &BOTTOM EDGES Ua U) J a� (9 Z zLu (=0 w 8d RING SHANK GUN NAILS Y @ v SEE "ROOF SHEATHING ATTACHMENT" O TABEE FOR FIELD SPACING z� W FOR STRUCTURAL ROOF V M o #8 2" DECK SCREWS @ 6"-8" O.C. MAX @ U) uJ EQGES & 12" O.C. MAX IN FIELD. UNTFJREADED Y SHANK TO EXTEND BEYOND THICKNESS OF LU p SUB -FLOOR SHEATHING N (o cc TYP. 3P' T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33IC33M MAXIMUM AGGREGATE SIZE SHALL BE 3/4" STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: - 'ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOL - ARCHITECTURAL DRAWINGS FOR SLEEVES DEPRESSIONS AND OTHER DETAILS NOT SHOWN A R C H I T E C T S ON STRUCTURAL DRAWINGS, APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020,.7th EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4". ALL WOOD FOR BEAD ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS; SILLS E FOR STRUCTURAL CONCRETE, TMS 402/602-16 AISI SPECIFICATION FOR THE DESIGN OF. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON ELASTICITY = 1,400,0 DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. - IONS PRESSURE TREATEC SHALL BE RATED TO. - D�slgn COLD -FORMED STEEL STRUCTURAL MEMBERS 2016; ASCE 7-16 AND RISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: '. CORROBORATE TETI FORM WORK SHORING AND BRACING FOR ALL CONCRETE BEAMS SLABS COLUMNS WALLS REASON SHALL BE R HALL BE CONSTRUED 10 APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, XCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BE H( April 21, 2021 EDITION,"RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE TH, BALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD DO NOT SCALE ROU DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE B ouGFIT EXCLUSIONS FROM THESE PLANS:.. MINIMUM NAILING PE - Planning & Development Services TO THE ATTENTION OF THE ARCHITECT. PRIOR TO PROCEEDING WITH THE AFFECTED PART S WATERPROOFING, FLASHING, SOUND ISOLATION,FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS Building & Code Regulation Division OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL. DEPENDING : PROVIDE SOLID BLO - 2300 Virginia Ave. g ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUTARE BY OTHERS. SYP #2 FOYI Pierce, Fl. 34982 THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLEAFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD E (772)462-2172 '!(SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS. WELDED WIRE MESH: AT BEARING LOCATI DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM Al064/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOOD TRUSS RE: Permit # ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES, WIRE MESH FOR SLABS SHALL DR. Horton Homes !THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION BE SUPPORTED WITH 2" CHAIRS SPACED T-0" OC, EACH WAY. TO BE DESIGNED AN STRESS -GRADE LUM _ Creekside Lot 19 REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED BY A PROFE - Response Letter - - DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATE; - TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL.BEASTM A615A615M GRADE 401N CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUI GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE For the above listed project, the plans indicate 7/16" roof sheathing on sheet SN1, DESIGN LOADS: Wf THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE This is an error on the plans. The Correct Callout Shall be 19/32" Sheathing thickness and CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS. FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR ME the correct reference for wind pressures is ASCE -7-16 ZefCYCIICC. p AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND f - - ROOF. LIVE LOAD FLOOR: LIVE LOAD 40 psf REVIEW. WOOD TRUSSES. 20 psf TOP CHORD -non-concurrent TYP. MIN LAPS SHALL BE AS FOLLOWS: #4BAR - 25" #6 BAR - 36" - 10 psf BTM CHORD -non-concurrent #5 BAR - 30" #7 BAR - 42" TRUSSCTUI PROVIDE 36" x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONNSS WITH Gl DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF. - - - - 15 TOP CHORD psf TOP CHORD (7 psf wl ASPHALT SHINGLES) (10 psf wf No GYPCRETE) Ps(1f ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS10 - - '. psf BTV1 CHORD 5 psf BTM. CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 10psf P MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALT - - BALCONY LIVE LOAD 60 psf . , WALL. TRUSSES/GIRDERS' - - - - STAIi,S LIVE LOAD 40 psf RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAY( WIND: DEAD LOAD SPEED 020) MPH 3- SECOND GUST EXPOSURE C, RISK CATEGORY II) (ASCE 7-16(FBC R2020) ' INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. - DETERMINATIONS, F LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf,'UNINHABITABLE ATTIC WITH LIMITED DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS LAYOUT, SPANS & At AFFECT THE STRUC- (STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) - WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGIN AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER PROVIDE ENGINEER - VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: '40psf MASONRY: PLAN SHOWING CON MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESS SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY Should you have any questions, please feel Tee to contact rile. SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE HURRICANE STF CONSTRUCTION SCF OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE T _ SiriCeT@ly, _. -.. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. THE TRUSS TO STRG - - - ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK OF THE DELEGATED ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE f'm = 2000 PSI. BLOCK SHALL BE PLACED USING AND CLADDING WIN[ - _ - - - /j. - DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUS r i �- -.,/ OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH , / WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES THE ASTM C-476,AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000PSI AT28 DAYS, UNLESS -- ems-. — '- DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL. HAVE AMAXIMUM 3181, - L r^Z�2t _ WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED Wf A SLUMP OF B" TO 10". USE ONLY 'MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FiGhael C. ArideYSO / fir= FOUNDATIOW SITE PREPARATION: TYPE "M" OR "S" MORTAR SHALL BE USED ON THIS PROJECT. MORTAR SHALL F�1<x1,d�.ATChlteetI}37305 FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000, psf, FOOTING PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS - - - - .EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE .SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED, REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO - \' �l !MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557..TREAT ALL CELLS TO BE FILLED. -. SOIL FOR TERMITE PROTECTION. -.,... ..-... FILL CMU CELLS SOLID WITH GROUTAT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL 2194 HwyAIA, Suite 301 Indian HarbourBeacb, FL 32937 • Phone: (321)802-3591 THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT.GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING. www.abdesigngroup.com SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEETTHE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTORS EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THATTHE ) MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: - BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE - .. CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, H' O'13]DIV 8G TOOT: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM '.CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: A36/A36M, Fy = 36 ksi FOR ANGLES, PLATES, AND W-SHAPES..STRUCTURAL TUBING SHALL BE ASTM C REEKS IDE A500/A500M, GRADE B, Fy =.46 ksi. STRUCTURAL PIPE SHALL BE ASTM A53fA53M, GRADE B, TYPE E OR S, Fy = 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. c PHASE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. ''..CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO ANCHOR BOLTS AT. THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL LOT # 19 CONCRETE PLACEMENT CONCRETE SLUMP SHALL NOT EXCEED 5"+/-PRIOR TO THE ADDITION OF PLASTICIZER. OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ! ,CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C941C94M,bR MEASURING, MIXING, TRANPORTING, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL (RAOQJECT# �}J� 200 019 R1 ''.ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED THE MAXIMUM TIME ALLOWED FROM WHEN (J ° '(WATER IS. ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON DAIO:DETc THERE IS.A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL IBE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY - E 1.J B 'NON COMPLIANCE WITH THE ABOVE — "1828 CALI" .. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS:. GARAGE SWING: A. 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS)'. - B, FOR CONCRETE EXPOSED TO EARTH ANDIOR WEATHER: Reviewed for Code /'� j]' x RIGHT T 1-11T FOR #5 AND SMALLER Compliance 2"FOR #6 AND LARGER Universal Engineering C. FOR CONCRETE NOT EXPOSED TO WEATHER '. Sciences 3/4" FOR SLABS, WALLS AND JOISTS ) '.. 1-1/2" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS '.. DETAILS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION SIZE TYPE SPACING REMARKS APPLICATION .SIZE TYPE SPACING' REMARKS 1x2 PT FURRING TO CASE HARDENED COIL 8" O/C GARAGE DOOR BUCK 114". DIA TAPCON MASONRY 1 112" EMBED., 4" END DIST MASONRY / CONC. NAIL 1 1/2"1ONG TO MASONRY/CONC. NO WASHER FASTENER 8 O/C 1 iP2" EDGE DIST r SGD, AL. EEL DOORS CASE HARDENED COIL 9" O/C WINDO ORI FASTENED GARAGE DOOR BUCK 3/8" DIA OR O/C (3/8" DIA) 4" EMBED.. END DIST 1x PT, SEE NOTE 8 NAIL 1 1/2 LONI'. STAGGERED MAS INTO MASONRVICONC. TO MASONRY/CONC. 1WASH EXPANSION BOLT 24" O/C (1/2" DIA) 24" 3" EDGE DIST E wI WASHER+ WINDOW BUCK CASE HARDENED COIL 9"O/C WINDOW/DOOR/FASTENED METAL STRAP TO /� SPACING /� THIS CONTACT THIS ENGINEER FOR SPACING 1x PT, SEE NOTE NAIL 11/2"LONG, STAGGERED INTO MASONRYICONC. MASONRY/CONC. REQUIREMENTS �f V EXT. SWING DOOR (2) 81i6 DIA "'IAPCON" i V2" EMBED, 8 END. NON -BEARING WOOD lt2"° EXPANSION 4 EMBED. 4" END ' BUCK 2x PT. SEE NOTE 6 NO WASHER FASTNER 18" O/C DIST., 1 //2" EDGE DIST. WALL TO CONC. SLAB W/ WASHER BOLT 24" O/C DIST., 3" EDGE DIST 2x PT WINDOW BUCK 0.138" PAF x 2 1/8' 9" O/C 4" END. DIST, 1 1/2" PT TO STEEL COL., SEE W/WASHER STAGGERED EDGE DIST NOTE 6 NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS. TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS. AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILT( 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 NOAOR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED.W/ TAPCONSORPAF TO THE SUBSTRATE. STA_nE OF FLORIDA P ati 'ryrrAR I MICHA..AND EON AIR NO 173M 1 1J rT _ .. 0 ILTE: 03/01/21 SCALE: 1/4"=V-0" j SxxEET TYP. EXT. SHEATHING ATTACHMENT