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Home My WebLink AboutBuilding Planso o I 99 0 o28 1iLJ diLS' � ` CA 1iLJ 1iL 9 9 E NE, P L. -.v' Reviewed for Code pliance Teal- 21) 733-- / ,S��y� �, Fax:(321) 7 — 7 UniversalEngineering 91 Sciences STATE OF FLORIDA DESIGN CRITERIA: ABBREVIATION CERTIFIED BUILDING CONTRACTOR: -FryL�1ROlRIDA BU9�ILDING CODE, RESIDENTIAL, ABV. ABOVE LAN. EDiT O (2020) A/C AIR CONDITIONING LUM. f 111 -ALL LOCAL AND STATE CODES ADJ. ALT. ADJUSTABLE ALTERNATE M:C_ MFR. DR HORTON HOMES -OCCUPANCY —RESIDENTIAL, GROUP R3 AMP. BD. AMPERAGE BOARD MIN. MT_ - CONSTRUCTION TYPE — VB CL CENTER LINE MTD 1430 CULVER DRIVE NE -MIN. INTERIOR FINISH — CLASS B CAB CABINET MTI, CLG. CEILING N.T.S. PALM BAY FL 32907—BASIC WIND SPEED — Vult=160 MPH CIR CLEAR O.C. PL VaSd=124 MPH CONC. CONCRETE TEL: (321) 733-7092 -EXPOSURE - c CPT. C.T. CARPET. CERAMIC TILE P.B. PH. — FAX: (321) 733 7972 -I—STORY RESIDENCE -2—STORY RESIDENCE _ MAX. HEIGHT AS PER LO AL D. DBL. D.G. DRYER DOUBLE DUAL GLAZED PLT PLYWD. AND STATE CODES DIA DIAMETER PR. P.T. DIM DIMENSION R. DISP. DISPOSAL RAD DP .DEEP R.A.G. - ',, SQ.FT. f CALL. S DR. DOOR - REF.' RM. 'STATE OF FLORIDA D.S.DOWNSPOUT s i DTL DETAIL R.O. PROFESSIONAL ARCHITECT: D.W. ' DISHWASHER S.C. LIVING IS28 5Q. Ft- EA. EACH S.D. MICHAEL C. ANDERSON GARAGE 430 SQ. Ft. EQ. EQ. _ EQUAL GN EQUAL SIT sxT. ENTRY 16 SQ. FT. EXH. EXHAUST SHTHG. I 1 Yy Q AR No. 1 /. J 0 5 LANAI S8 SQ. FT. EXT EXTERIOR SIM. . FG/FR. FIXED GLASS SI61. TOTAL 2362 SQ. FT. F G. FUEL GAS sL. SL. GL. A.B. DESIGN GROUP, LLC PER. FLOOR STD. 2194 HWY AIA, SUITE 301 A/C VOLUME 15720.E CU. FT. FLIJox: FLUORESCENT s`°S INDIAN HARBOUR BEACH, FL 32937 FR.DR.. FTG, FRENCH DOOR FOOTING TEMP. w; Tel: (321) 802-3591 GA. GAUGE GARs GE DISPOSAL THoc. Is G.F.I. GROUND -FAULT CIRCiIIT T.O.P. T.O.S. 11 GL INTERRUPTER GLASS TYP.. GYP. BD. GYPSUM BOARD U.N.O: H.B. HOSE BIB DRAWING / CONTRACT DOCUMENT H C HDR. HOLLOW CORE HEADER V.P. W. REVIEW BY BUILDER HOT. OR HT INSUL. HEIGHT INSULATION W/ WD. THE BUILDER ASSUMES ALL LIABILITY FOR INT. INTERIOR WDW. W/H INTERPRETATION OF THE CONTRACT DOCUMENTS. W.I. 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 ONSTRUCTION BASED ON THE DRAWING SET. S REVISIONS LAVATORY DATE DESCRIPTION LUMINOUS 01/2648 Cp'S ISSUED MEDICINE CABINET MANUFACTURER 01/15/18 2011 FBC UPDATE MINIMUM METALTHRESHOLD 0111648 CD'$ RE -ISSUED. - MOUNTED c� METAL 02/2148 SIDING ELEVATIONS ADDED NOT TO ScnI,E ON CENTER 03/2(oAb CO'S RE -ISSUED " PROPERTY LINE: 04/10/18 FOOTING REVISION PER M. 50MB PUSHBUTTON PHONE 06RT/18 CD'S RE-ISSUEDPLAT. PLYWOOD 02/19/19 ADDED CURBLESS TOOTER AT GARAGE DETAIL (FORT MYERS) PAIR PRESSURE TREATED 02/2249 PLAN MAINTENANCE RISER RADIUS 03/2849 REVISED' LINTEL SIZE AT FRONT ENTRY DOOR RETURN AIR GRILL 04n4/19 ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL BATSON (MELBJ REFRIGERATOR, 04/24413 REVISED HVAC VOLUMES ON SOFT CALC SCHEDULE IMELBJ ROUGH OPENING SOLID CORE EXT DR 0642AS ADDED 'EXTERIOR MONO DEEP FOOTER' DETAIL 12/61.IA (ORL) SMOKE DETECTOR SINGLE HUNG 06121AS ADDED LED LIGHTS a KITCHEN 4 BATH PER MARK BOWES SHEET SHEATHING 0149AS ADDED STONE OPTION ELEVATION C 4 D (TAMPA) SHOWER SIMILAR 09/11/19 ELEVATION 'G' SIDING -ADDED LOUVER s GABLE ROOF SLIDING 10/25,49 ADDED OPT. W-O' CEILING HEIGHTS SLIDING GLASS STANDARD 01/01/20 REPLACE USP CONNECTORS WITH SIMPSON CONNECTORS SHEAR WALL SECTION 04/01/20 REVISE ENKAVENT RADON PLAN DIMENSIONS TEMPERED GLASS THICK 04/09/2O OPT. 8'-0' CLG. HGT: ADDED LED LIGHT IN FOYER TOP OF CURB TOP OF PLATE 04/05,20 OFT. 8'-0' CLG. HGT. ELEVATION 'C'- REVISED HEIGHT OF ARCHWAY �. TOP OF SLAB 05/06/20 ADDED ELEVATIONS 'L' 4 'M' (ORL) TYPICAL UNLESS NOTED 01/15/20 ADDED ELEVATIONS 'MG'-'MH'-'MS' (ORL) OTHERWISE VAPOR PROOF 01/01/21 2020 FBC UPDATE WASHER WITH WOOD WINDOW WATER HEATER., WROUGHT IRON �EO RgG Mar i '00 perM�� e Cg mY nC 5�• INDEX OF DRAWINGS ARCHITECTURAL SHEET # DESCRIPTION PG Cl—COVER SHEET PG GN— GENERAL NOTES PG Al —FLOOR PLAN PG A2D—ELEVATION $$Dl$ PG E1—ELECTRICAL PLAN PG P1—PLUMBING PLAN PG M1—MECHANICAL PLAN PG D1-DETAILS PG D2—DETAILS PG WAI -WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4-NOT USED PG WA5-NOT USED PG WA6—WALL ASSEMBLY DETAILS STRUCTURAL SHEET # DESCRIPTION_ PG S1-FOUNDATION PLAN PG S1.1A-DETAILS PG S1.2—DOWEL PLAN PG S1.2A—DETAILS PG S2-LIFT BEAM PLAN AND NOTES PG S2.1A—DETAILS PG S21.2A—SAFE LOAD TABLE PG S3—FRAMING PLAN PG S3.1A—DETAILS PG S3.1 B—DETAILS PG S31.1 C-DETAILS PG SNI—DETAILS 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F Y T:EKSIDEASE 2T #29 PROJECT# 04321.200 029R1 ��. MODEL.. 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: s COVER SHEET ij Q60 MPH EXP. C ARCHRECT- STATIE OF FLORIDA V t/ - MAR 19 2021 ICHAEL C. ANDERSON AR NO 17305 PpmxN7r° 0-21 DATE: / / SCALM:1/4"=1'-0 C SHEET C1 �EO RgG Mar i '00 perM�� e Cg mY nC 5�• INDEX OF DRAWINGS ARCHITECTURAL SHEET # DESCRIPTION PG Cl—COVER SHEET PG GN— GENERAL NOTES PG Al —FLOOR PLAN PG A2D—ELEVATION $$Dl$ PG E1—ELECTRICAL PLAN PG P1—PLUMBING PLAN PG M1—MECHANICAL PLAN PG D1-DETAILS PG D2—DETAILS PG WAI -WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4-NOT USED PG WA5-NOT USED PG WA6—WALL ASSEMBLY DETAILS STRUCTURAL SHEET # DESCRIPTION_ 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 S21.2A—SAFE LOAD TABLE PG S3—FRAMING PLAN PG S3.1A—DETAILS PG S3.1 B—DETAILS PG S31.1 C-DETAILS PG SNI—DETAILS 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F Y T:EKSIDEASE 2T #29 PROJECT# 04321.200 029R1 ��. MODEL.. 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: s COVER SHEET ij Q60 MPH EXP. C ARCHRECT- STATIE OF FLORIDA V t/ - MAR 19 2021 ICHAEL C. ANDERSON AR NO 17305 PpmxN7r° 0-21 DATE: / / SCALM:1/4"=1'-0 C SHEET C1 STRUCTURAL SHEET # DESCRIPTION_ 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 S21.2A—SAFE LOAD TABLE PG S3—FRAMING PLAN PG S3.1A—DETAILS PG S3.1 B—DETAILS PG S31.1 C-DETAILS PG SNI—DETAILS 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F Y T:EKSIDEASE 2T #29 PROJECT# 04321.200 029R1 ��. MODEL.. 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: s COVER SHEET ij Q60 MPH EXP. C ARCHRECT- STATIE OF FLORIDA V t/ - MAR 19 2021 ICHAEL C. ANDERSON AR NO 17305 PpmxN7r° 0-21 DATE: / / SCALM:1/4"=1'-0 C SHEET C1 GENERAL NOTES SITE WORK 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDEN IAL (FBCR) 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 7th EDITION, (2020) . ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, k FBCR7TH EDITION (2020) UNO. s SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY FINISH GRADES, PLANTING AND IRRIGATION. Gi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i OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5, ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 11, FABRICATION OF THE WORK. (" 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLEFOR THE SAFETY AND CONSTRUCTION PROCEDURES, TE HNIOUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED OR THE FAILURE OF THE BUILDER TO CARRYOUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING, THE CON RACTOR 8. EXCAVATIONS TO BE A MINIMUM OF T- 0" BEYOND NEW FOOTING LINE. i SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. REQUIREMENTS. I� (pi 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ NGINEER, 10, CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY F WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISTICTION, INCLUDING ALL APPLICABLE STATE, CITY AND ¢I 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. COUNTY BUILDING AND ZONING CODES. GARAGES AND CARPORTS 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP 1. GARAGE DOOR DRAWING. A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER 12, TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, 4 I C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 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 2. AS PER SECTION R302.5.1: OPENINGS FROM A; PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE PURPOSES SHALL NOT BE PERMITTED, OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIP ED WITH BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY,THAT CONTAINS THE FOLLOWING STATEMENT: SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. 1 3/8 INCHES THICK, OR 20-MINUTE FIRE RATED DOORS. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE AGRICULTURE AND CONSUMER SERVICES." t DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0,48 MM) SHEET STEEL 1" MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS I TO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN -INCH GYPSUM BOARD APPLIED',TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. I WHERE THE SEPARATION IS AFLOOR-CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL LSOjBE PROTECTED BY NOT LESS THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT. Ii = i f F{ TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I: NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU. L STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTF I. NATIONAL DESIGN Sl ANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION, 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM',a" PVC (SCHEDULE 40), INSULATED WITH'/z' 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 COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS,'1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-Cl063-19a & ASTM-Cl787. 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 Reviewed for Code 4. SHALL BE INSTALLED PER ASTM-C1063 - 19a AND R703.7.1B Compliance Universal Engineering Sciences FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER. STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 112" GYPSUM BOARD R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND /EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W DRYWALL SCREWS AT 12" O C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES I CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S/CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. CONTROL DATE: 12/10/20 (RM) 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLO RI DA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 111 Fp189'U13DIV. `I":EEKSIDE HASE 2 _LOT #29 PROJECT* 04321.200 029R1 MODEL" 4EBB "1828-CALI" 1,) AR.AGE S WING: �a RIGHT PACE: GENERAL NOTES 1�, 6MPH EXP. C 7 ARCHITECT- STATE OF FLORIDA 101 :PRINT. DA2TE: 03/17/21 SI EET G N e FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL 8E IN ACCORDANCE WITH SECTION FBC R302.31 THROUGH F5C R302.13A FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL M IN ACCORDANCE WITH SECTION FBC 5302.10.1 THROUGH F5C R302.105 0 I I I 6) r N 3gl_Sll 111-01 28'-8" 3'-4" 4 3 (2) 3052-SH C2) 30 2-SH EGRESS J � :Z L•] J ----------- LANAI LIVING cL� ROOM I 8'-8' all 10'-01 11_01 I 5❑ 6068 S.G.D. I� � E1 BEDROOM #1 8'-8' CLG DINING ROOM 2X8 8e_8o CLCs 5 * n Al �III_1�11 -511 41-411 6'-6" m 4' 8" 8'-0" I 1R-ISH aJ _ I I��-•) � ®' J — — — — --------- — — — I BATH#1 I b36 V. NI W.I.C. I --- _— I 36x60' --Vol O >C C. V. �� SHWR. PAN IOPTiI W/ ENCL - 13l�11 2 _g„ = b24 SINK L IR-ISH 3- sb36 -- 0 A r----r rE�R KITCHEN I rr-nIIAg'-8' LAUNDRYf 8'-8'CLIp�iu6 OE b36 6-8" p2-411 6' 0ll 5l_Sl Aac y-� L BEDROOM #4DEN - 1 IV 8'-a' CLCL m !t1 2�-5" ,r 3'-C11 3 -41 40" 11- -8" MT.�B �' F. 3l 4l 6 8l 31_811 ___ f 22"x54' I ACCESSTff I II \ LAN. *11 I I*u _ > 10AlI I q 5OLLARD 2 BATH #2 % AS REQ. W-B' CLCs. I I I PER BLDG, 0 CODE ry � C. GARAGE V. FOYER BEDROOM #2 m 30 �` ,� � 3068 W/ 8-8 CLC% ry co Ei SS 36'X12' L1T TRANS. n CJ 5 I/2" 3 5l 1/2" ENTRY 8'-8' CLCx 0 (2) 3052-SH l oc — EGRESS 1(W-0'XT-0"O.H.D. LL I I ---------------------- e 1_ II I_ 11 I_ '1 I_ 1, 21-all 14' 011 4 10 2 3 10 2 S 16 0 4 2 -4 391-811 Iml I I - FLOOR PLAN I EXTERIOR MASONRY WALL 5RG. HEIGHTS 7_7! BRG. 5RG- 0 II'-4" BRG. SCALE: 1/4' = 1'-0' NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH 50LID WOOD DOORS NOT LESS THAN 1 3/8" (35 MM) IN THICKNESS, SOLID ORHONEYCOM5-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 IS SHUTTERED. - REFER TO BUCKING DETAILS FOR BUCKING AND RO NOTES. -FRAMED WALL SEPARATION BETWEEN THE UNCONDITIONED GARAGE AND CONDITIONED SPACED SHALL HAVE AN INSULATION R VALUE OF R-13. -CEILING R VALUE TO BE R-30 INSULATION ABOVE CONDITIONED SPACE. -FOR CONSISTENCY, THE VOLUME CALCULATIONS ON PLANS ARE PROVIDED BY THE PVAC CONTRACTOR AND ARE OF THEIR CLOSEST ALLOWABLE SOFTWARE TOLERANCES. -OPENING INFORMATION BELOW IS DIRECTLY FROM THE PLAN SET. U-VALUE AND SHCG ARE INFORMATION PROVIDED BY THE MANUFACTURER AS LISTED IN THE RESPECTIVE PRODUCT SPECIFICATIONS OPENING OVERHANG SEPARATION U-VALUE 81-IGG I 4'-10' 0'-4' 32 75 0'-9' 35 39 0'-s. 35 19 4 P-0' 0'-9' 35 Z9 5 el-0' 1'-4' b3 32 6 1'-0' 0'-9' 35 Z9 F1 P-0' 4'-8' 35 .29 SQ.FT. CALC. S LIVING GARAGE430 ENTRI' LANAI 1525 SQ. FT_ SQ. FT. 16 SQ. FT. 88 SQ. FT. TOTAL 2362 SQ. FT. A/C VOLUME 15120.9 CU. FT. COWOHB'R AND CLADDHO WW LOADS BASIC WID BFOSM FOR 3 SECOHD GM OPEHNGIS AND TYPE SOUARE FOOTAGE ZONE 1M NPH WW M REI9M MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING 18 5 33/-43 DR, MIN. CRITERIA S.G.D. MIN. 41 5 31/-39 CRITERIA 8010 O.H.D. 56 5 29.1/-313 12'xl2' SOFFIT 1 5 313/-49.9 BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = f 0.113 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 11'-3" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CONTROL DATE: 01101/21 NOTE: SOFFIT INSTALLATION IS TO BE PER MANUFACTURER'S SPECIFICATIONS THAT ARE TO BE PROVIDED BY THE BUILDER WITH PRODUCT APPROVAL AND NOA SUBMITTALS. Reviewed for Code Compliance Universal F_r,gineering 93 Sciences ARCH DTL. B SCALE: I/2 I'-0" D5L. TOP PLATE BAR DETAIL 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdosigngroup.com AA #: 0003325 SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #29 PROJE�":'T* 04321.200 02SR1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: FLOOR PLAN 160 MPH EXP. C ARCHrrECT- STATE OF FLORIDA MAR 19 2021 MICHAEL C. ANDERSON AR NO 17305 3PRIDATE: 03/17/21 SCALE: 1/4"=V-0" SHEET Al SHINGLE ROOF F'l 5KTIIXI7 OR EQUIVALENT 8'-8" 5RG- 1-GT. 16'XF�2' FYPON _@1 DECORATIVE 48 SHUTTERS OR A EQUIVALENT Tyr.I 4' RAISED BAND (TYP.) 0'_011 FIN. FLR. __ 4 10 EQUAL �ONTROL JOINT ITYF':) ry h EQ miINN IN Iiiiiil nn1111 EQ. EQUAL' O CONTROL JOINT C TYP:) ----- I - - EQ. EQ n Wi I= �I I� FONT ELEVATION SCALE: 114 = P-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR -103.4 OFF RIDGE VENT +/-19'-O BLDG. HGT, FYF'ON LV12X24 OR EQUIVALENT r1.8'-811 Sfl HGT. �- OPT. COACH LIGHT -011 FIN. FLR. OFF RIDGE VENT RIM Ill FIN. FLl EID- 91 I 41 6 REAR ELEVATION SCALE: 1/4 = I'-0' TEXTURED FINISH a 5 0" BRCS. HGT.$ J - - -�— ----- - -- -- - ------ ------------- 1l1 Oil V 1 r 0'-0' FIN. FLR. _ _ ---- - — - ------- - — - - - ---- r �IGHT E� E�A_1 _I _ SCALE: 1/4 = 1'-0' AmmTEXTURE LfINI6H OFF RIDGE VENT OFF RIDGE VENT o 12 6 6-all 5l HGT. IT ill -1- - — - — - — - — - — - — - - - — - — - 1 - — - — - - 01-0" FIN. R LEFT ELEVATION SCALE: 1/4 = 1'-0' TEXTURED FINISH HOST. _01 .01-011 FIN. FLR- 8'-0" BRCS. HGT - — - — - — - — - — - — - - — - — - - 00'-0 FIN. FLR. -011 ERG. I4ST. �0 - FN. FLR 2' I I I I_ I I c0 a I I I � n DECO. DTL. A SCALE: 1/2 - I'-0' GgReviewed for Code Compliel Unive�sat En ""eel Sciences MODEL 1828-CALI-4EBB AREA OF ATTIC = 2450 SQ. FT. NEf FREE VENTILATION AREA REQUIRED 1/ 300 REQUIRED VENTILATION AREA = 2450 /300 = 8.17 SQ. FT. 8.17 = 1176 SQ. IN. MIN. REQUIRED VENTILATION = .4X 1176 IN UPPER PORTION OF ATTIC = 470.4 SQ. IN. (BALANCE TO BE PROVIDED IN SOFFITVENTS) OFF RIDGE VENTILATION AREA = 138 SQ. IN. PERVENT(netfree area) TOTAL # OF VENTS REQUIRED = 3.41 TOTAL#OFVENTSPROVIDED = 4 SOFFIT VENTILATION AREA 7 SQ. IN. PER LINEAR FT (netfree area) LINEAR FEET OF SOFFIT REQUIEM 67.20 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 f RA STJPiDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #29 3PRO.JECT# 04321.200 029R1 MODEL 4EBB _"1828-CALI" R.I#G}E SWINGE: RIGHT PAGE: ELF" ATICN „D„ (1 i"` 1 C MPH EXP. C ARCHrTECT: STATE OF FLORIDA MAR 16 2021 MICHAEL C. ANDERSON AR NO 17305 DATE 03/17/21 SCALE: 1 /4"=1' - 0" SHEET -A2 ELECTRICAL LEGEND SY/M��BOL DEFINITION NOTES -1--} 125V OUTLET 20 AMP SINGLE POLE IIOV OUTLET 110V OUTLET 1/2OF OUTLET WIRED TO SWITCH - GFI 110V OUTLET EOUIPED WAGRJD FAUL INTERUPTER (TAMPER RESISTANT TYPE) 220V OUTLET (4) WIRE CONNECTION I WP EXT. WATERPROOF GROUND FAULT GFI OUTLET INTERRUPTER SWITCH SWITCH 3-WAY OPER W4 SWITCH 4-WAY OPER I� WALL MOUNTED LIGHT CEILING LIGHT LED CLG LIGHT ©� LED VAPOR PROOF LIGHT O VP VAPOR PROOF LIGHT ORECESSED CAN VENT. FAN I CFM PER SO. FT. -.:. VENT. FAN W/I-IGHT I GFR1 PER 8O. FT. - v- VANITY LIGHT FIXTURE . (SPECS TED BY BUILDER) 41 FLUORESCENT 2-5ULB WRAP ® LIGHT ADD (RECESSED) I—� 4 X2 FLUORESCENT 2-BULB WRAP LIGHT AROUND (SURFACE MINT-) == T FLUORESCENT 4'FLUORE8CENT ,. 4' TRACK LIGHT PANEL - 4 — METER Y 3 ,D SMOKE DETECTOR W/ HARDWIRE WALL MOUNTED BAIT. 5A JG'L. Bp J- to SD SMOKE DETECTOR WesRD EHAIIY WIWI E �ATr SACK -UP W/ ® O CARBON MONOXIDE SMOKE DETECTOR COM50 W EWIY WI INTER -CONNECTED SHALL BE A DISTANCE OF NOT LE86 TI-EN 4' FROM WALL PENDANT LIGHT NATURAL GAS OUTLET . TELEPHONE JACK WH WATER IGNITION SOURCE TO ME ELEVATED a� DISGONNEG7T'ER MIN_ 10'AFF- AIR CONDITIONING Ou TUNA' A/ PIGGOMJEGT THIS SHEET TV TELEVISION JACK CEILING BOX REQUIRE OJ_BOX TO BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION CEILING REQUIRED TO BE SUPPORTED IN FT2 CEILING FANLIGHT ACCORDANCE w/ BOX MARKED AS SUCH FOR INSPECTION �' 24' INCANDESCENT �•� LIGHT STRIP 36' INCANDESCENT LIGHT STFQP Vvnnno 48' INCANDESCENT ' LIGHT STRIP 4 FLOOD LIGHT OPT. SECURITY 1 KEYPAD HE 1-8. 1 PUSH-BUTTON FOR CHIMES U8B PORT • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO BE VERIFIED a HOMEOWNER FIRE -CONSTRUCTION MEETING. I ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR 1TH EDITION (2020) 4 NEC 210.12 2011 EDITIONL • 20 AMP DEDICATED LAUNDRY CIRCUIT. I GFI a ISLAND (NOT ON KITCHEN CIRCUIT) I DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL I BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION M15013 FRCR 1TH EDITION (2020). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL CNFEEDERS I WIRING: METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR 1TH ED (2020). • ALL WORK TO COMPLY WITH ELECTRICAL PROVISION$ OF THE FBCR 1TH ED (2020). + ALL LAMPS SHALL BE SELECTED BY BUILDER AND 15% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER F5.C. ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2020, 1th EDITION R404J I, LANAI GEILI � MTD. LIGHT LIVING ROOM TO BE PRE -WIRED INSTALLED, � '\ CLG FAN � (,, PROVIDE t,' ` ,;;-WIRED' BDRM.#i J_5OX FOR LUP OPT. FAN 1 GFI CLG FAN ,, PRE -WIRED DINING tC4 CLG FAN ROOM r2 ro I r qP SwITCH_TN-�---�ri ---- - I-�� CABIN T r \. Gr I , �IBATH #1#1 I �' F- -L GF1 W.LC. \ I L IU I - T s SINK OUTLET _ L KITCHEN LR pw LAUN.I IrI -' _. �? n PAN. GFI � �''f � I�� I \ 41 RANGE I P 1 . I GFI L7 GFI BDRM. 4/ DE1�T C tu \ � L HOOD LUIRE w/— %vim ` OUTLET FOR FUTURE MICRO PRE-wlREa I- I CLG FAN BDRM. �3 fi — v 1 1 vy. RAI LL__� PRE-wi RED CLG FAN I GFI GFI H s I ' C I cPJ5. FOCsE 44 AFF. 44 AFF. L1H i — — DOOR — ZUALL MOUNTED BOLLARD AS REa CONDj 1 A\ LIGHT LU/SWITCH IN ATTIC IPER BLDCs \ CODE -- ,I �. BATH #2 -- S/Co 1 \\ CLG. / KEYLESS OUTLET Z METER FIEL BDRM #2 / FIXTURE L " VERDY FOYER LOC. / IRRIGATION C � OUTLET it i� Il V 48' A.F.F. ----ENTRY E RY F GARAGE PRE-wlfc^ED CLG FAN5. FOR / CHIMES — _-_----- — — — — OPT. COACH LIGHT CTRICAL PLAN PANEL: 8/16 wp crt. breaker VOLTAGE: 12U / 240 V -1 Ph MAIN: 150 Amp M.C.B FEEDER: 3-#1Cu THNVfJ&1-#w,(:1ir�1in 11l2'C OR3-#2/0ALTHWN&1-#6Cu(G)in11/2"C. Wire Pole Bkr Description Waits Circuit Circuit Watts Description Bkr Pole #12 1 20 Extenor Receptacle GFI for TUG 1 -DO 2 I Ispace #12 2 20 Irrigation Pump too() ' 4__Space -- -- -- _--.-_ 5304 A/C C. 35 1 2 Wire #8 PANEL - A PANEL: 42 crt. breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 150 Amp M.L.O. FEEDER: 3-#1CuTHWN&1-#tsCnl(,)in11T"C OR 3-4210ALTHWN&1-#6Cu(G)in11/2"C. Wire Pole Bkr Description. Watts Circuit Circuit Watts Description Bkr Pole Wire #12 1 20 Small Appliance 1.0c;) I_4 5 -- 'r 8000 Range 50 2 #6 #12 1 20 Microwave / Hood GFI _ IOC 4 6 x 10 12 #12 1 20 Small Appliance 150f, 1-00 _ V-00 1100 4500 1200 Water Heater 25 2 #10 #12 #12 1 1 20 20 Refrigerator Dining Room Lights and Receptacles AFCI Disposal GFI 20 1 #12 #12 1 20 Bath #2 GFI Receptacles 11 1500 Dishwasher GFI 20 1 #12 #14 #14 1 1 15 15 Foyer /Hall Bed. #2 & # N Bath #2 Lights AFCI DA 1%0 11. 1., 14 16 5000 Dryer GFI 30 2 #10 Living Room, Lanai Lights AFCI #14 1 15 Kitchen and Pantry Lights & Rcpts AFCI 900 '17 18 1500 Washer GFI 20 1 #12 #14 1 15 SD & GO AFCI SOD 19 '.,1 1000. Garage Door Opener GFI 20 1 #12 #12 1 20 Laundry / Bed #41 Den AFCI _ 1_0:) _ _ _20 22 1200 Garage Lights and Receptacles GFI 20 1 #12 Space 23 24 900 Bedroom #1AFCI 15 1 #14 Space _ _ 'S 26 900 Bathroom #1 AFCI 15 1 #14 Space 27 28 900 Extenor Lights and. Recept GFI 15 1 #14 Space - _a 30 1000 Irrigation controls only 20 1 #12 Space _ 11 32 Space: Space Space #8 2 35 A/C AHU-1 (Heater 5 KVA at 65% Load subject to demand factor calculations / line. Demand Factor Calculations: `14 5525 33 35 37 149 41 ?6 38 40--- 42 16000 Total load subject to dernand factor 43600 First 10000 watts at 100% 10000. Rem aining,,watts at 40% 13440 Total A/C load 10829 _ Total Connected Load Watts Total Amps (watts / 240 volts) 34269 27900 Load subject to demand factor calculations / line ABBREVIATIONS: AFCI:. ARC FAULT CIRCUIT INTERRUPTER NC: NON -COINCIDENT LOAD GFI: GROUND FAULT INTERRUPTER LOAD CALCULATION IS BASED ON A/C NON -COINCIDENT LOAD Total A/C Square Feet 1828 General Lts. & Rec 3 W / Sq. Ft 5484 H"Harr 1 at 65W/Li ht at 100% 65 Total General Lights & Rec (Watts) 5549 IGeneral Lts & Rec Panel A 1 91 6171 55491 I � I I e r I I � I LED LIGHTING I DOUBLE LAV. BATH 01 150 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES: A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FBGR 11-44 EDITION (2020). LOCAL CODES, AND ALL LOCAL POWER COMPANY REOWREMENTB, B. ALL CONDUCTORS SHALL BE TYPE THHN/THUN UNLESS NOTED OTHERWISE. POWER COMPANY TRANSFOR111FR GRADE PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 h COPPER (CU) IN 1-1/2" DIA SCHEDULE 8O PVC CONDUIT OR PROVIDE 3 02/0 ALUMINUM (AL) IN 2" CIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY_ COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. Reviewed for Co � \ Compliance Universal EngineeTn4 Sciences LED LIGHTING @ SINGLE LAV. BATH e2 PROVIDE 3"2/0 CU, TFWN + I% CUM 2' CONDUIT OR 3 M/0 AL, THWN + 1% CU IN 2' CONDUIT OR 2/0 AL. S.E.R (CONDUIT TO TERMINATE ABOVE SOFFIT a OVERHANG.) COMBINATION SERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VOLT M ELECTRIC METER IN 1 PHASE NEMA 3R ENCLOSURE PANEL 150A/2P MCB TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT 1 04 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED F007ER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR 1TH EDITION (2020). 5/8" rIIA X a 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 SU1313IV. 8c LOTS CREEKSIDE PHASE Z` LOT #29 PROJECT* 04321.200 029R1 MODEL: 4EBB "1828-CALI'r GARAGE SWING: RIGHT PAGE: ELECTRICAL PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA AR NO 17305 PRINT DATE: 03/17 /21 SCA L.E: 1/4"=11-01' SHEET EI I �I 1 III lm' C31114'-8" 14'-3" o LlN t- - - LAv. -" - - — LAV. �F_`. - ro 1 1 L� d - -- L- _ SINK I• SHwR. PAN LE Eo��-) w/ENCL ------- A.A.V, TUB _,<-2 TO CO MAIN - (LEFT) KITCHEN SINK W/ AUTO VENT a� 1-1/2' VTR I I �r e GO ii r 1 1 1 TO r MAIN CALtERNATE RIGHT) LUG AA SHwR Rpvietmed for Code LOniF4Bnv, universe; Engneenng Sciences PLUMBING RISER DIAGRAM PLUMBING PLAN SCALE: 1/4 = V-O' u �;F�EEKSIDE PHASE 2 LOT #29 PROJECT# 04321.200 029R1 MODEL: 4EBB "1828-CALI" GARAGE S WING: RIGHT PAGE: PLUMBING PLAN 160 MPH �(P. C ARCHITEC-r" STATE OF FLOR9 A MAR 1 9 2021 1 MICHAEL C ANDERSON AR NO 1730 SHEET s LANAI LIVING ROOM 12�> 12 II I I I C 12X12 BDRM #11 DINING ImX6 J ROOM lOx6 , 120 cFM h 10Xro IOX6 1¢0 CFM 120 CFM $X4 C€MMi - airl I --- - BATH #1 G — — — 6' i 5 CFM 45 CFM I 1OX6 120 CFM HITCHEN SX4 50 CFM -- - - - 45 CFM „ - - IOX6 - -- '15 CFM -- C� - - -.-. Ell 12X16 J1' 12X8 C PASSBDRM: 3 MLouvElz 4 ( N T14W DEN PLANTATIONI � I 180-04 2'8" Y1 6 J IOX6 MAX AIR - FI " 75 CFM 584.15 CFM VTi� � 12X8 - — - — — --- - - - PASS ° �)) 8X4 �1 ( 5 CFM CFM I 12XB BA H 2 `\PASS tNRU \ GARAGE ' 10X6 Irk cFM FOYER 0 BDRM.#2 C �. ENTRY i i EliL7 MECHANICAL PLAN SCALE: 114 = 1'-0' Reviewed for Code Compliance Universal Engineering Sciences 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 CEILINGS UNDER ATTIC R-30 �� LJRDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #29 PROJECT# 04321.200 029R1 " MOD EL 4EBB "1828- CALI" GARAGE SWING: RIGHT PAGE: MECHANICAL PLAN 160 MPH EXP. C OMMM PRI39T' DATE: 03/17 /21 SHEET 1 2X4 TOP PLATE PER FLR PLAN PRE -FAB TRUSS 1/2' CLG.BOARD t/2' DRYWALL SECURE BT. 2X4 WOOD PLATE TO SLAB STUDS e24' W/ IOd MASONRY O.C. NAIL a 32' OG. MAX FiN. FLR. r. SLAB NOTE: STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16" O.C. OR, NOT LESS THAN 2x(b, WHERE SPACED NOT MORE THAN 24" O.G. TYP. INT. WALL (NON-BRG. SCALE: 3/4' _ FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.L ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0" FIN. FLR 0 5/8, GYPSUM Bc OR 1/2' HIGH STRENGTH CLG. BOARD 3 5/8' OR 5 3/5, 1/2' DRYWALL TOP CHANNEL (25 GA.) 3 5/8' OR 5 3/8' 1/2' DRYWALL METAL STUDS 24' O.G. 20 GA METAL TO BE INSTALLED IN WALLS 3 5/5, OR RECEIVING UPPER/ 5 3/8, LOWER CABINETS BOTTOM AND TUB/SHOWER 25 CHANNEL GA. METAL TO BE (25 GA.) INSTALLED IN ALL SECURED OTHER WALLS. STUDS TO GONG TO BE SPACED 16' FLOOR W/ O.G. AT 2ND FLOOR 3/4' PAF t WALLS ADJACENT TO TO WOOD STAIR WELLS AND FLOOR W/ BATHROOM WALLS W/ 1/4' WOOD TILE FINISH SCREW WOOD BASEBOARD 1-STORY FINISH FLOOR TYP. INT. WALL METAL STUDS 1A (NON-BRG.) D1) SCALE: I/2"=1'-0' J SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL 7J PER ELEVATION f �R-4.1 INSULATION / WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL lx2 P.T. FURRING — STRIPS a 24' O.C. l 8' CMU 1/2' GYP. WL. BD.- WOOD BASE 01 ti W/ WINDOW OPENING BOND BEAM SOL iD GROU1 W/ (I)- "5 (2) COURSE FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT DIA_ SLEEVE, O NOT CUT EBAR IPE� DO NOT CUT THE BOND BEAM REBARS 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. ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE "i IN ACCORDANCE WITH FBCR 2020 NTH EDITION, SECTION R301.13 AND 1609.5.1. TYP. WALL SECTION '- NO OPENING NOTE: METHOD TO BE USED FOR THE 1-STORY HIP BLOCK WALL INSTALLATION OF ROOF SCALE: 3/4' =1' -ID' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 -ITH EDITION iS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT. FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNi. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI PRE-ENG. GABLE TRUSS WEEP SCREED 2x P-T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COATy PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0" FIN. FLR. 8' CMU ---CAULK AND SEAL `GAS LINE I ? PVC SLEEVE FOR GAS LINE r®' CM V2' GYP. WL. BD. WOOD BABE 2B GAS LINE THRU BLOCK "llil SCALE: 1/2'.I'-C' —2X4 SPF 24' O.G. MAX. SECURE W/ (2) 12d NAILS e EA. END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT - PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY GALV. STEEL TRACK HRACi FASTENED TO WOOD JAMB PER PRODUCT GALV. STEEL - APPROVAL i VERTICAL TRACK MAUF. I' MIN. SLIDE SLIDE FASTENED TO TRACK BRACKETS ROOM W/ PRODUCT APPROVAL REO. STIFFBACK AT ALL UPRIGHTS PER STRUCTURAL DETAILS _� NIAx- PRE-ENG WD. TRUSS o- PER ELEVATION __- CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION % - / 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD H W/ WINDOW OPENING R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING ------ STRIPS a 24' O.C. 1/2' GYP. WL. BD. WOOD BASE - CORNER BEAD a, CIMU SEE STRUCTURAL FOR REINFORCEMENT 2x6 P.T. WD ATTACHED TO FILL CELL AS PER PRODUCT APPROVAL REQ SEALANT4 BACKER ROD WEATHER STRIP MOULDING ALL AROUND(BY DOOR MANUFJ OVERHEAD DOOR BY OTHERS GARAGE DOOR JAMBS lu 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 g 2x FASCIA PER Ax. ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI. PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS Reviewed for Code Compliance Universal Engineenng Sciences 8' CMU I I — 0'-0' FIN. FLR ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE "i IN ACCORDANCE WITH FBCR 2020 ITH EDITION, SECTION R301.13 AND 1609.5.1. n TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE 1-STORY GABLE BLOCK WALL INSTALLATION OF ROOF UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 -ITH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM D4869 TYPE IiI OR TYPE IV UNDERLAYMENT. SCALE: 3/4' =1' -O' 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 bullding 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 500 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, 4AMA 812, or other approved standard as appropriate for the type of sealant. Fluid-abplied membranes used as flashing in exterior walls shall Comply with AAMA 114. The flashing shall extend to the surface Of the exterior wall finish. 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8c LOT: CREEKSIDE PHASE 2 LOT #29 PROJECT# 04321.200 029R1 MOD3EIiii. 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH E�iiiiiiiiiiiiiiiiiiiXP.j ARCHITECT STATE OF FLORIDA MAR 19 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 03 17 21 DATE: / SCALE: 1/4"=1' - 0" SHEET D 1 a r TOP: 2X6 P.T. • CENTER OF DOOR HEADER SECURED W/ (1) 1/2' X 8' J-BOLT W/ 4' MIN. EMBEDMENT W/ 2' X 2' X 1/5' WASHER 4 NUT OR W/ (2) 1/2' X 8' ANCHOR BOLTS IIV 4' MIN. EMBEDMENT V 2' X 2' X 1/8' WASHER ! NUT 1 __ 7 J O SECURE 2x4 ON FLAT TO BLK W/ MASONRY ^ NAILS. 2X6 GARAGE DOOR BUCK SECURED W/ (5) 1/2, X 6' J-BOLT OR ANCHOR BOLTS, W/ 4' MIN. EMBEDMENT, W/ 2' X 2' X 1/8' WASHER 4 NUT. (I) WITHIN 8' OF TOP, (U WITHIN W OF THE BTM, (3) EvENLY SPACED. J to IJ NOTES: ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUPACTUFRIER'S INSTALLATION INSTRUCTIONS WHER SUCH INSTRUCTIONS AIRE MORE STRINGENT Ix4 P.T. OR 5/4'X4' MIN. SECURE THRU FRAME 4 EXTEND 1-1/4' INTO BLOCK W/ 3/16' TAPCONS (MN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1-1/4' WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING GARAGE DOOR 1 BUCK ATTACHMENT p SCALr, W-P-m' 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 1fINDOW TO BLOCK +3/4" OR +5 4" 2X4: CM SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OP EACH END 4 18' O.G. MAX SPACING. 2X6: CEM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X8: CEM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN V OP EACH END ! 18' O.C. MAX SPACING. �f 8' CMU 1/2' DRYWALL ❑ I'X4' P.T. NAILER r1 r DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +1 1/2" (—.-,,WINDOW TO BLOCK +1 1 2" 2X4: cm SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 V O.C. MAX SPACING. 2X6: CEO SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING 2X8: SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' OiC. MAX SPACING. e' CMU 1/2' DRYWALL VX4' P.T. NAILER -1/16' O.S.B. X 4' MIN. DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +1 15/16" ncWINDOW TO BLOCK +1 15/16" 2X4: IZI 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. 2)(6: CEO SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END ! 18' OZ- MAX SPACING 2X8, SECURE TO BLOCK WK2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OP EACH END 4 18' OZ. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/16' TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK e' CMU ❑ 1/20 DRYWALL VXW 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 1/47 DOOR JAMB TO BLOCK +2 1/4" D WINDOW TO BLOCK +2 1/4" 2X4: CM SECURE TO BLOCK W/3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' or EACH END ! 18' O.C. MAX SPACING. 2X6: CIM 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.C. MAX SPACING. 2X8: SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 8' CMU ❑ 1/2' DRYWALL VX4' 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" �1WINDOW TO AT.00K +3" 2X4: SECURE TO BLOCK W/ 3/I6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X6: CEM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/40) WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X8: CEM SECURE TO BLOCK WKV 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OP EACH END 4 18' O.G. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3AW TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK. IA 8' CMU 2ND 2X SECURE TO STRUCTURAL MEMBER W/(2)126 WITHIN 8' OF EACH END 4 W TO 8' OL. 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" u TI WTNOW TO ALOCK +3" I/2' DRYWALL 1'X4' P.T. NAILER DOOR CASING ❑ 2x4: IZI 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.G. MAX SPACING. 2X6: CEM SECURE TO BLOCK W/(2) 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN_ HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X8: SECURE TO BLOCK W/(2) 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 8' GMU ❑ 1/2' DRYWALL I'X4' P.T_ NAILER 1/16' OS$. X 4' MIN. DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3 7/16" WINDOW TO BLOCK +3 7/16" 2X4: CM SECURE TO BLOCK W/ 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' OC. MAX SPACING. 2X6: CM SECURE TO BLOCK WK2) I/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIK EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' OL. MAX SPACING. 2X8: SECURE TO BLOCK W/(2) 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/41) WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING, NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/16' TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK- 1 NI a' GMU 1/2' DRYWALL 1X4 P.T. NAILER V P.T_ X 4' MIN_ DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3 3/4" B 1PINDOW TO BLOCK +3 3/4" _ Reviewed for Code 29 Compliance Universal Engineering Sciences • DOOR J FRAMING CMU J' DRYWALL IX FURRING RIP 2XI0 TO 8-1/8'W HOLD FLUSH TO INTERIOR FACE OF DRYWALL ENTRY DOOR BUCK 1REQUIREMENTS N.T6 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. ac LOT: CREEKSIDE PHASE 2 LOT #29 PROJECT# 04321.200 029R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA MAR 19 202V MICHAEL C. ANDERSON AR NO T7305 PRINT DATE: 03 17 21 SCALE: 1/4"=1'-0" SHEET ID2 n r. NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS TO BE WIRED TIED TO LATH ■ GJ O.C. MAX (VERT.). NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ %' LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION FASTENERS TO BE SPACED 0 i' O.G. MAX VERTICALLY I \ �j' THICK 3 COAT CEMENT PLASTER WRB LAYER 02, FORTIFIBER BUILDING PAPER APPROVED METAL LATH FASTENED aT' (VERT.) O.G. MAX AT SUPPORTS WRB LAYER •I, STUCCO WRAP WOOD SHEATHING OR'1/I6' ZIP SHEATHMG SYSTEM (IINSTALLED PER MANUR ST CO.) \ a r0 z^ LATH SHALL NOT GAP MIN. BE CONTINUOUS 6' To 9' 6• TO a' THROUGH CONTROL MIN. JOINTS BUT SHALL MIN. BE STOPPED AND TIED AT EACH 51DE. PER ASTM C1063 PROVIDE 2X4 BLOCKING \ PLACED FLAT MAX. W TO 8' FROM CONTROL JOINT WHEN NO CONTROL JOINT FALLS ON I -FASTENERS FOR LATH TO BE NAILS OR STRUCTURAL STUD STAPLES IN COMPLIANCE W/ ASTM CI063 2. WIRE TIES TO BE (NO. 18) 0.0415' WIRE 3. BLOCKING SHOWN MAY BE IN ADDITION \ TO WALL STUDS REQUIRED PER PLAN O"M" TYPE CONTROL JOINT O1. FOLD INWARD • Pr. A OI. FOLD INWARD • PT. A 2. CREASE • PT. 5 3. CREASE • PT. C ® ®FOLD . TT. NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES FELT UNDERLAYMENT— SHINGLE ROOFING PRIP EDGE: OVERLAP 31, EXTEND IR' BELOW SHEATHNG, MECHANICALLY FASTEN 4' DO, MAX O1. FOLD INWARD • PT. A 2. CREASE • PT. B FO. ® 1. FOLD INWARD • PT. A 2. CREASE • Pr. 5 3. CREASE • PT. C 4- FOLD Il C OVER M_ B TILL FT. C TOUCHES Ell FLANGE YRI FLANCaE WATER T*WT SEAL. FOLD, G_Q NQ1 CUT. ill' THICK. 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CM) WRB LAYER 02, FORTIFOER BUILDING PAPER (FRAME ONLY) �WRB LAYER 01, STLIGCO WRAP(FRAME ONLY) LAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP UAEB 8 .19' ABOVE SHINf4LE8 fFiCAME ONLY) FRAM OR CMU EXTERIOR GlY1FAllAI I Pf1QFFn FASCIA WRAP III WALL FLASHING KICK -OUT FLAIlll (SEE DETAIL) Ntr. NSTALL KICKOUT FLASHING AT b01TOM OF ROOF WALL INTERSECTIONS NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6' • VERTICAL LAPS (ROLL ENDS) 4 6' • HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED WITH FORT15ER SHEATHING TAPE / I" MIN. LAP e METAL LATH 6" MIN PAPER LAP BELOW ONL-r / WRB LAYER 02, FORTIFIBER BUILDING PAPER APER LAP Si 11/7' = I'-0' (AKIC KO UT DETAIL WATER TIGHT SEAL (BEND OR SOLDER, DO NOT CUT LATH VERTICAL LAP TO BE 1' METAL LATH WRB LAYER 01, STUCCO WRAP I' MN LATH LAP, 4"OVER ALL LAP NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES VERTICAL LATH & PAPER DETAIL - WOOD STUD: NOTE: SHEATHING - SIDE LAPS OF METAL OR 1/16' ZIP SHEATHMCs SYSTEM PLASTER BASES SHALL (INSTALLED PER MANUF. SPECS-) BE SECURED TO BUILDING — FRAMING MEMBERS. PAPER THEY SHALL BE TIED BETWEEN SUPPORTS WITH 0,0475-IN. (121-MM) STUCCO WIRE AT INTERVALS NOT MORE THAN 9' (229-MM). AS PER ASTM CI063, NOTE: FO RE AI OF J' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WRB LAYER w, STUCCO WRAP WOOD SHEATHING OR -1/16' ZIP SHEATHING SYSTEM (INSTALLED PER m*NUF. SPECS-) 6' MIN. LAP LAP a LATH LAP ® PAPER R R TEARS HORIZONTAL LATH IN WRB L LAYERS, TEARS MAY BE PATCHED & PAPER DETAIL WA40LLSE WRAP TAPE PER MANUR SPEC. OR PEEL 4 STICK 1/19," ZIP SHEATHING SYSTEM ( INSTALLED PER wo 9w- blorM65 11da OR CMU WRB LAYER *1, STUCCO WRAP (FRAME ONLY) I� sn I 8 THICK, 3 GOAT CEMENT I PLASTER (FRAME), 1/211 2 COAT II CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) � ' LAP WRB E TAPE OVER r11. ROOF/WALL SCREED NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES 511X50 'IL'1 TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOT= DECK, NOT WALL SHEATHING) CAP SHINGLE — DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS r� "L1) FLASHING 4'x4' SELF -ADHERING MEMBRANE - FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER 4" APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE � I' OR LE55 PIPE \ ' PENETRATION CUT AND OVERLAP ONE SIDE OF — SELF -ADHERING MEMBRANE FLASHING 6' SELF -ADHERING MEMBRANE SWING (COMPATIBLE W/ HOUSE aP MATERIAL) OVER 4'x4' F-ADHERING MEMBRANE SWING OVER APPROVED ISE WRAP. SHING TO EXTEND ONTO PIPE CUT AND OVERLAP ONE SIDE OF STEP *I STEP "2 ELF -A GHERING MEMBRANE WRB LAYER •I, STUCCO WRAP WRB LAYER 4, FORTIFIBER ` BUILDING PAPER `-'' — -- METAL LATH Wxb' SELF -ADHERING MEMBRANE KLASHING OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED INSTALL FASTENERS (CLIPS, �I HOUSE WRAP. STRAPS, STAPLES) AS V FLASHING TO EXTEND ONTO PIPE REQUIRED TO SECURE 1 _ PIPE/ WIRE TO FRAMING 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP - FLASHING TO EXTEND ONTO PIPE CONT. BEAD OF SEALANT INSTALL APPROVED HOUSEWRAP AIR INFILTRATION BARRIER OVER SHEATHING ELASTOMERIC COATING OVER STUCCO/ CV. FINISH (SEE TYP WALL SECTION) SECTION NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES 3 FIFE fi::EN TRAT I ON rO PER SECTION R703.7 Exterior lathing and plastering Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-18b. Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, or ASTM 1787. ETAIL (PRA( IE) Reviewed for Code Compfiance Universal F oglneenng Sciences LEGEND DRAINAGE FLANS (WRE3 L)41'�R #1, STUCCO UJR)4P) WR5 LA`T'ER *12 (FORT1F18ER BUILDING FAI=Ef;;�) 1„«T)4L LATH X X X— STUCCO WOOD OR -1/16II ZIF WALL SHEATHING SELF-,4DHEeIYE FLA%5HINC; — — — — — NOTE: 1"IET,4L LATH: LATH TO 8E PER SECTION R703_T.1 / 457"1 C-B�-1-14a, 1�1IN. 2.5 LE3S. fi R SCE. Y,4fiRD (UTILITY OR NOrw11N)4L LATH DOES NOT 1"IEET SPECIFICATIONS) X 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 #29 PROJECT# 04321.200 029R1 MODEL,• 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: VTALL ASSEMBLY DETAILS 160 MPH EXP. C ARC HRECT. STATE O - ERIDA MAR 19 2021 MICHAEL C. ANDERSON AR NO 17305 If PRINT 03 17 21 DATE: / / SCALE: 1/4"=1'-0" SHEET a NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES BACKER ROD BACKER ROD WRB LAYER *I, STUCCO WRAP INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDES) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO 1. 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, Y4' CAULKING: 0 JOINT ALL AROUND PER SECTION R703.7 Exterior lathing and plastering Exterior use of portland cement plaster shall comply with the application J requirements of ASTM C 926-18b. X Installation of exterior lathing and framing ' shall comply with ASTM C 1063-19a, XL or ASTM 1787. l HOODED VENT X X THICK, 3 COAT CEMENT PLASTER METAL LATH WRI5 LAYER *2, FORTIF15ER BUILDING PAPER WOOD SHEATHING VENT (FRAME) LEGEND DRAINAGE PLANE (11JR5 LAYER 1*1, STUCCO WRAP) UURB LATER 02 (PORTII=IBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO —_ _ UJOOD OR -1/16" ZIP WALL SHEATHING SELF—ADHESIVE 1=LASHING — NOTE: METAL LATH: LATH TO BE PER SECTION R-103.11 / ASTM C-847-143, MIN. 2.5 LSS. PER SQ. 'YARD (UTILITY OR NOMINAL LATH DOES NOT MEET Sfi ECIFICATIONS) ELEC. METED VERIFY LO STUCCO FINISH 6" SELF ADHESIVE OVER TOP E SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT m TOP E SIDES 6B DRYER VENT (BLOCK) BUILDINGS PAPER OVER 'QUICK FLASH' PIPE THROUGH WALL b' SELF ADHESIVE FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES A VENT PENETRATION SCALE: N.T.S. 1�>=H Iv tq4r—L�t=1V>_ STUCCO SCRATCH COAT E 1 GOAT OF PAINT W/BAGK- ROLL PRIOR TO ELEC. METER INSTALLATION METER FIELD =Y LOCATION Y STUCCO SCRATCH GOAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM °�a>= ^� 1==11 ` SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES w.. O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND D I5GONNEGT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER *1, STUCCO WRAP WOOD SHEATHING: APPROVED HOUSEWRAP BELOW CUT SUCH 1 NO MEMBR ENTERS E APPLY TO F E APPLY E-Z BEAD — OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS STF '*l ST f #3 p •D.O.0 p .O O. O. - . ,. ., o• o o. .o ST F WOOD CONSTRUCTION 8' CMU L WOOD SHEATHING WRB LAYER *1, STUCCO WRAP WRB LAYER *2, FORT IF15ER BUILDING PAPER METAL LATH 1/8' TEXTURED �,�FINISH • WOOD FASTEN TO WOOD STRUCTURAL MEMBER ® T' O.G. MAX �%' TO )¢' MID -WALL WEEP kFimem WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING A��_ TEXTURED FINISH a MASONRY 7B HORIZONTAL WEEP SCREED FRAME TO BLOCK NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WRB LAYER *1, STUCCO WRAP CUT "X' INTO SELF -ADHERING X MEMBRANE FLASHING l APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER *I eTF '*2 APPLY 60 MIN GRADE 'D' FELT OVER SELF -ADHERING vil - FLASHING OVER APROVED HOUSEWRAP Reviewed for Code Compliance Universa6 Engineering Sciences WRB LAYER *l, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING WRB LAYER *2, FORTIFIBER BUILDING PAPER ST F _ 4 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH ST F *(o ELECTRICAL RECEPTACLE 2194 HWY A1A. SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com iii AA #: 0003325 J SU133DIV. 8e LOT: CREFKSIDE PH`_�SE 2 LOT #29 PROJECT* 04321.200 029R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS t60 MPH EXP. C ARCHffECT- STATE OF FLORIDA MAR 19 2021 MICHAEL C. ANDERSON AR NO 17305 PDATE 03/17/21 SCALE: 1/4"=1'-0" SHEET A 2 a LEGEND DRAINAGE PLANE (WRB LATER 1*1, STUCCO WRAP) WRB LAYER *12 (FORTIF18ER - - - - - 5UILD1NG PAPER) METAL LATI4 x x x x STUGGO WOOD OR -1/16" ZIP WALL 5HEATI-IINCH SELF-ADHE,51VE FLASHING - 2 1iz11 � 2 CORNER BEAD (FASTENER 4 SPACING m 7" O.G.) fy GMU - 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 1 ap)CORNER BEAD 0�) BLOCK JL II JLl I Reviewed for Code Compliance cmUniversal Engineennp Sciences 2194 HWY A1A. SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 J SUHDIV. & LOT: CREEKSIDE PHASE 2 LOT #29 PROJECT# 04321.200 029R1 MODEL: 4EBB "1828-CALI" GARAGE STfMG: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHRECT-- STATE OF FLORIDA MAR 19 2021 MICiAEL C. ANDERSON AR NO 17305 PI RNT DATE: 03 17 21 SCALE: 1/4"=1' - 0" SHEET WA3 ■ i / /--- -y 2x6 SUB -BAND W/1 "x4" NOTCH a f END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I i if DRIP EDGE\\ _ I, I /8" -I/S" TEXTURED I \\ 1 FINISH le WOOD I \ 2x6 SU5 ISAND x 1/2" TEXTURED �� \ \\ FINISH a CMU \\ METAL FASCIA \ \ WRAP Y8" FROM \ © I= L AN y, STUCCO, 1" FROM \ --- ------------ WOOD WALL \ EXTERIOR WALL \ N. (FRAME OR CMU) \ eee NOTE: NOTCH FOR 2X(o \ SUB BAND ONLY ROOF KICK OUT REMOVED eee \\ FOR CLARITY e ee \ ROOF DECK (BEYOND) e eee ee \ DRIP EDGE, 1" OFF WALL NOT INTO STUCCO) e / ee I 1/8" TEXTURED FINISH 10 eee 1 % WOOD, 1/2 TEXTURED FINISH 18 CMU 2x6 SUB -BAND W/1"x4" NOTCH 's END, WRAPPED IN PEEL 4 STICK r -)ELEVATION METAL FASCIA WRAP 1 " OFF WOOD WALL. SUB BAND 2" OFF WOOD WALL 1/8' TEXTURED FINISH ® WOOD, 1/2' TEXTURED FINISH A CMU METAL LATH WOOD SHEATHING OR CMU WR5 LAYER *1, STUCCO WRAP (FRAME ONLY) WR5 LAYER *2, FORTIF15ER BUILDING PAPER (FRAME ONLY) ROOFING CEMENT DRIP EDGE METAL KICK OUT NOTE: IF ZIP SHEATHING PLEASE SEE MAP PROCEDURES PRE-ENG'D TRUSS TO BE GUT 8 WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4 "x4' - o ll SCABBED TO TRUSS W/126 NAILS KJ"-8" O.G. MAX. 2x SUB -BAND W/lY"x4" NOTCH 6 END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL Ca?) WALL SUB BAND DETAIL C WALL W/KIC K- O UT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/IyHx4" NOTCH 6 END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT 6 ROOF EDGE OMITTED FOR CLARITY Reviewed for Cade Compliance Universal Engineering In 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. ,V4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WIV22"x4" NOTCH END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT 6 R001= EDGE OMITTED FOR CLARITY 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www. a b d es i gngrou p. co m L AA #: 0003325 J SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #29 PROJECT# 04321.200 029R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 160 MPH EXP. C GARCHRECT: ATE OF FLORIDA MAR 19 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 2117 DATE- 03 / / SCALE: 1/4"=l'-0" SHEET WA6 a e O O CP z rn a e o- �i 39'-8 28'-8" 15'-101, 3,-4„ L I FM-12X12 _ — — 1 — FM-12Xi8 — — — — — — co S1.1 N C" €° 4" CONC. N w LL SLAB ILL LL o uj d 4:3 1/2" 1' 0' �F-24X2 101-01,c3' 10 I J G - I ¢ O F FM 12X18 EXTEND 1 SLAB 1 1/2" I v 1.1 O r in �I 1 � S1.1 I n l 0101, T TOP OF I SLAB 00 x N LLI � I I CI �I00 Ix r ILL I I I I, � I 19'-01, 5-0" 151-81, of 4" PVC _I a 1 � CHASE 1.1 TE-1 — "v co O m OD It N I 4„ CONC. C7 SLAB *5 1/2" 4„ 0J��'-0„ 178"N ,� 1'� TO o � I o WIto N IO I EXTEND SLAB 1 1/2" 14 CONC. LLI ao F V roIsLA6 a WINLL Aj2X18 C � I 3 1/2" OLLLL m I 5 1/2" 2 7 1/2" 1.1co L q—FM-12X18 - �11 FM-12X18 4 10'-2„ T-10" 2' 8" 1.1 16-0„ 14'-0 4'-4" 21'4' 39'-8" 2 L1 FMC 12X18 01.14 7 2'-8„ SLAB v 3 C\I op b N FOUNDATION PLAN SCALE: 1/4" = V-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULF FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE+-0'-0". 3: COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVAI ION +-0'-0", SEE SURVEY PLOT FOR NAVD, 5, PROVIDE A COMPLE I-E 1 RFATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMEN r 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 LLEVATIONS, 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.JINDICATES #5 BAR, DINDICATES #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 s OF SLAB SUPPORTED T-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB ILIIGKNESS SLAS SLAB -SCHEDULE REMARKS 6x6 W1.4xW1.4OVER GENERAL 3 I'2" 6 MIL VAPOR COMPACTED FILL BARRIER PROVIDE CORNER BARS. MARK WIDTH FOOTING SCHEDULE SAME SIZE. QUANTITY AS BARS IN FOUNDATION, WITH 30" LEG EACH WAY. LENGTH' i THICKNE_S- BOTTOM REINF. TOP REINF. SHORT LONG T.O.F. TE-1 8" SEE PLAN 101, (2) #5's FM-12x12 12" CONTINUOUS 12" - (2) #5's - + 0 -0" FM-12x18 12" CONTINUOUS 18" - (2) #5's - (+)0 0" FM-16x18 16" CONTINUOUS 1 18" - (2) #5's _ (+)0"-0" 1 FMC-12x1$ 12" CONTINUOUS 18" - (2) #5's - VARIES F-24x24 24" 24" 12" s s - (-)0"-4" SECURE A/C SIMPS❑N WB STRAP CONC, W/ UNIT ROLL STRAP OR (2) EQUAL @ EACH NS TAP —CONS TAP —CONS CORNER OF UNIT CDNC, SECURE STRAP TO SLAB UNITS W/ (2) #Bxl 1/4 SHT MTL SCREWS A/C CONNECTION TO PAD DETAIL Reviewed for Code Compliance Universal Engineering Sciences 2194 HWY A1A,SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 . PH. 31-802 3599' www abd'esigngrdup.c6m AA #: 0003325 SI3DI 1 T: C7 CREENSIDE PHASE 2 ]LOT #29 M ROJECT# O'4321.200 029R1 kOI'aEL: 4EBB "'1828- CALI" C-,ARAGE S WING: RIGHT "PAGE: _ FOUNDATION PLAN 1150 MPH EXP. C ARCHfTECT I $TATE OF FLORIDA MAR 1 9 211?1 MICHAEL C. ANDERSON AR NO 17305 PR.[NI° 03 17 21 DATE: / / SCALE: 1/4"=?'—O" SHEETC S 1 I i r1 Z STEEL REINFORCING IN GROUTED d CELL SEE PLAN FOR SIZE AND } SPACING REQUIREMENTS mLU e 00 J Z 8" CMU WALL � + o co q. c " d SEE SLA SCHEDULE 11 EXT. PORCH SLAB a I 4" CHAMFER (1-S�ORY) W/ 112" ISOLATION t6" CHAMFER (2-STORY) JOINT (WHERE • • a APPLICABLE) z SEE SCHEDULE FOR WxD, BAR SIZE iv AND BAR QUANTITY LAP P PLATE A MIN. OF 48" AND N W/ 16idCOMMON NAILS, 2- WS, 4" O/C BTM: LAP TO OC R OVER STUD 2x4 OR 2x6 WOO EARING WALL W/ SYP No 2 UDS SEE PLANS FOR SPACING INGLE SCALE: 3/4"=V-0" BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" ' 2"CAPPED GALVA�!NIZED PIPE W/FLANGE @BASE 0 M ' SECURE FLANGE TO SLAB/ • TAPCNS)1/4"X21/4" VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCKIi BTM. PLATE TO BE PT. RE By. PLATE TO PROVIDE DBL. TOP PLAT LA d MASONRY NAIL TAGGERED. IONAL METAL lP OF SLAB 1001H NECTORS NOT QUIRED WHEN NO UPLIFT IS PRESENT. SEE SLAB SCHEDULE J ?1OR SEE SCHEDULE FOR WxD, BAR SIZE D BAR QUANTITY UNDATION OD WALL SCALE: 3/4"=V-0" (NO L I FT) _Z a r7 } QUJ CO 0 U J Cr O cn o Z co � S 01-011 .LAB. EXT. PORCHSLAB W/ 1/2" ISOLATION / JOINT (WHERE APPLICABLE) Z_ N I, STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS W 8" CMU WALL 7xSEE SLAB SCHEDULE TOP 4" CHAMFER (1-STORY) &" CHAMFER (2-STORY) •'° • SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY EXTERIOR MONO -FOOTING GARAGE SCALE: 3/4"=V-0" LU LU I 0 NEW REINF. BAR O a SECURED W/2-PART 0 ' CL EPDXY. MIN. EMBED J 4 8", UNO Q p FOLLOW ALL MANF. T Cr SPECIFICATIONS FOR I USE AND _ co „ PREPARATION OF O 4" HOLE. w J rs OQQQ 4- 4" CHAMFER (1-STORY) 6" CHAMFER (2-STORY) A DING BAR TO M NOLITHIC FOUNDATION STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS } Co - m U 0 a - O � — 8" CMU W� nn TOP OF m la Z SEE SLAB SCHEDULE z - 2 "ISOLATED COLUMN PAD CENTERED UNDER WALL AND 00 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 f � FM— - CORNER BARS, SAME SIZE AS LARGER BAR IN FOUNDATION WITH 30" LEG EACH WAY AT ALL CHANGES IN DIRECTIONS SO THAT THE STEEL REINF. IS CONTINUOUS MATCH AMOUNT OF CONTINUOUS BARS I� CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO MONOLITHIC FOUNDATION 3 CORNER BARS DETAIL SCALE: 3/4"=V-0" AP TOP PLATE A MIN. OF 48" A NAIL W/ 16d COMMON NAIL 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP T CCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 D BEARING PROVIDE BLO NG WALL W/ SYP No 2 STUDS SEEP S FOR SPACING. SINGLE BT PLATE R PLATE TO SLAB Wi TO BE PT. PROVIDE DBL. OP 1/ "x DGE ANCHOR W/ 2" PLATE R SET IN HIGH STRENGTH XY 5-1/2" EMBED. MIN. @ 16" OC SIMPSON SPH4 OR SPH6 AX. BTM AND TOP PLATE ANCHORS W/ 10d x 1 1/2" COMMON NAILS FILL ALL HOLES. DO NOT USE 10d w x 3" M SLAB SCHEDULE Q [SEE )F SLAB EQ. EQ. SEE SCH ULE FOR WxD, BA IZE "-- AND BAR QUANT INTERIOR CURB FOUNDATION WOOD WP SCALE:3/4"=V-0" (W/ U P L POURED LINTEL CONT. (TYP.) Cp- r 8" CMU FILLED CELL (TYP.) .0 + 2X WALL FRAMING —1/2" DIA. SIMPSON STB2 BOLTS 5" %'t 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" I RECESS AROUND GARAGE DOOR OPENING L AP LOP PLATE A MIN. OF 48" AND NAIL W 16d COMMON NAILS. 2- ROWS. 4" O/C BTM. LAP 10 OCCUR OVER STUD ^x4 OR 2x6 WOOD BEARING -� WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBI_ TOP PLATE SCALE: 3/4"=V-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 to UPLIFT IS PRESENT. Lu Cr SEE SLAB SCHEDULE Q 0 0' STOP OF SLAB FOR NRY SET EV: EQ, EQ. SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY rQ_'*`INTERIOR CURB FOUNDATION WOOD WALL SCALE:3/4"_V-0" (NO UPLIFT) Reviewed for Code Compliance Universal Engineering 91 Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 Lw: .abdesigngroup.com AA # 0003325 xx® a �i a= I I i S'UEIDIV. • , PHASE 2 i PROJECT# 04321.200 029R1 ODEL: 4EBB "1828-CALI" GARAGE S WING: RIGHT PAGE: DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA �zV vu MAR 19 2021 MICFI AEL C. ANDERSON AR NO 17305 PRINT DATE: 03/17/21 SCALE:1/4"-1' 0"" SHEET S1o1 x a as k g DOWEL PLAN Reviewed for Code Compliance 93 Universal Engineering Sciences 2194 HWY AlA, SUM INDIAN HARBOUR BE FLORIDA 32937 PH: 321-802-359 www.abdesigngroup AA #: 0003325 SUBDIV. & FAT: CREEKSIDE PHASE 2 LOT #29 PROJECT* 04321.200 /029RI �oDEL� i ' "1828-CALI" GARAGE SWING: RIGHT PAGE: _A DOWEL I PLAN 160 MPH EXP. ARCHRECT STATE OF FLORIDA MAR 1 9 2021 MICHAEL C. ANDERSON AR NO 17305I BE PRI14T DATE: 03/17/21 MSCALE: 1/4"=1'-0" SHEET S r G 4 I� VYI' TIE VERTICAL REBAR TO HORIZONTAL I REBAR W/10"HOOK I GROUTED BOND BEAM K k% VARIES PER ELEV. V a ° a e I � d ° a ! #5 BARS r�a a FID] w C' nj �i II � 3 d iil �. r 1 -0„ [[ O CLEAN OUT REQUIRED pC FOR INSPECTION f ° &:1 0_ O r�i 0_0 FIN: FLR. 4 i a a TIE ERTICAL REBAR o a TO HORIZONTAL • '4 REBAR W/ 10" HOOK " Zcc LU MQ) CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS SCALE: 3/n.,_i. ti.. HORIZONTAL/VERTICAL REINFORCING SCALE: 3/4"=V-0 PC� it I Z STEEL REINFORCING IN GROUTED _ CELL SEE PLAN FOR SIZE AND n SPACING REQUIREMENTS Reviewed for Code u Compliance Universal Engineering 91 Sciences Q W �.: m - — r a 8" CMU WALL 0(no z 01701, M TOP OF S AB TOP OF SLAB z W BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" SEE SLAB SCHEDULE EXT. PORCH SLAB 4" CHAMFER (1-STORY) a W/ 1/2" ISOLATION 6" CHAMFER (2-STORY) f JOINT (WHERE APPLICABLE) Z MATCH STEEL REINFORCEMENT ' 6" PVC CHASE w PER SCHEDULE THRU FOOTING O cn U a 6" PVC CHASE THRU FOOTING MATCH STEEL 10 SEE SCHEDULE REINFORCEMENT FOR WxD, BAR SIZE PER SCHEDULE PVC CHASE AND BAR QUANTITY THRU FOOTING I r 15 U� 2194 HWY AIA, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 UI3DIV. T: CREEKSIDE PHASE 2 LOT #29 ROJECT 04321.200 029R1 'MODEL: 4EBB 1"182B-CALI" 1G,JaRAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C ARCHITECTS STATE OF FLORIDA z MAR 1 9 2021 MICHAEL C. ANDE N AR NO 17305 PRINT 2117 DATE: 03 / / SCALE: 1/4"-f-O" SKEET S I . gr?) A FRAMING NOTES; 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W1(9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H1OA OR LGT2 W/ 1 Od x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3, ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" °x 2 7/8"LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM U-0", FINISH FLOOR. UNLESS NOTED OTHERWISE: EAM SCHEDULE RRRRRM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. =TOP OF ARCH / T.O.S = T P O SLAB ABBREVIATIONS E.E. = EACH END, O/C =',ON CENTER, F.E.S.= FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION PC (psi) SIZE W'xH' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x8 — (1) #5 — N/A — GROU ED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES --------------- --'71 1 ♦ 8F16-1T/0M/0B 8F1 6-1 T/OM/OB 8F16-1T10M/013 2'1 1 1 ♦♦ 1 I 1 10 ♦♦♦ �, 1 to ♦♦ i� 1 r 1� ♦♦ �� 1 1� ♦ > 1 1 `° ♦ GT 1 8F24-1T/0M/0B ♦ ,I 1 ♦ 1 1 ♦♦ �` 1 ♦♦ �I 1 ♦ 1 � ` 1 ♦♦ 1 1 ♦ 1 a ♦ 1 a 1 1 1 1 1 M 1 1 � I � � 1 � 1 i � 1 1 1 � 1 1 � I 1 � 1 1 � 1 1 0l Imo I C1 10 z 11 1� 21 11 I LL � � 1 00 1� 1 1 1 I 1 1 UNO, PROVIDE BB1 WHERE 1 I Reviewed for Code ROOF TRUSSES BEAR, TOP 1 Universal Compliance Universal Engineering OF WALL EL. 8'-8", LINO. 1 1 sciences 1 1 1 1 1 I 1 1 � 1 I I 1 I` I! 1 1 1 1 1 1 1 1 1 1 8RF6- 1T/OM/OB 1 1 5,_4„ i 1 1 1 � 1 I � 1 1 GT 8F8-1 T/0M/0B 1 8F16-1T/0M/0B 1 1 1 8F24 MIN.-1T/OMi1B 17 4 BTM. OF LINTEL @ T-0" ABOVE FINISHED GARAGE SLAB LIFT BEAM PLAN- S CA 1/4" = V-0" 2194 HWY AIA, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 ;CREEK T:IDE2929R1 "1828-CALI" GARAGE SWING: RIGHT ]PAGE: - LIFT BEAM PLAN AND NOTES 160 MPH EXP, C ARCHITECT STATE OF FLOH A WErm MICRIkEL C ANDERSON' AR NO 17305 Fu Za'T03 17 21 DATE: / / SCALE: 1/4"=1'-0" SHEET S2 I' Q 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH`. 321-802-3591 www.abdesigngroup.com AA #: 0003325 '� SUBIDIV. & LOT: CREEKSIDE PHASE 2 LOT #29 PROJECT# 04321.200/029R1 MODEL 4EBB "1828-CALIF GARAGE : A RIG PAGE: DETAILS 160 ]APH EXP. C ARCHRECT STATE OF FLORIDA MAR; fi 94021 MICFIAEL 0 ANDEFMN AFC NO 73105 PRimr 03 17 21 DATE: / / SCALE: 1/4'=1'—O" SHEET e A o\ r¢ 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8e T. E� CREEKSIDE PHASE 2 LOT #29 PROJECT* 04321.200 029R1 MODEL 4EBB "1828-CALI" OARAGE SWING: RIGHT PAGE: SAFE LOAD TABLES 160 MPH EXP. C ARCHITECT STAR OF FLORIDA MAR 19 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATES 03 17 / /21 S CAILE: 1 /4"=1' — O" SHEET �d S2®�)_ FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W1 (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 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 ISIIITO 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 Bl SED ON CAST-CRETE CONCRETE LINTELS IIII I 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. i 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2X MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" D x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS: 13.ALL ELEVATIONS ARE REFERENCED FROM Y-0", FINISH FLOOR. UNLESS GIROERTR SS TRUSSES W/2X4 NOTED OTHERWISE. W/2X6BTROM BOTTOM CHORD CHORD 14. BOTTOM CHORD BRACING, DIAGONAL BRACING AND GABLE END BRACING SHOWN ON THE FRAMING PLANS AND DETAIL ARE DRAWN AS A DIAGRAMMATIC PURPOSES FOR MINIMUM SPANS AND MAXIMUM SPACING. THESE DRAWINGS ARE INTENDED AS A GUIDELINE FOR CONSTRUCTION AND DO NOT NECESSARILY REFLECT ALL ACTUAL CONDITIONS THAT MAY ARISE IN THE FIELD. FIELD CONSTRUCTION SHOULD CLOSELY PARALLEL THE BRACING DIAGRAMS WITHIN zx4 SCAB THESE MINIMUM AND MAXIMUM TOLERANCES. ADJUSTMENTS IN THE FIELD ARE TRUSS Bo ACCEPTABLE FOR FIELD CONDITIONS SUCH AS INTERFERENCES WITH TRUSS ENO JACK CHORD W/ WEBBING, SHEETING ETC. IN SITUATIONS WHERE THE DIAGRAMS LOCATION AND WHERE APPLICABLE NAILS FOR ACTUAL TRUSS WEBBING CONDITIONS CONFLICT, THE CONTRACTOR SHALL PLACE CHORD CO THE DIAGONAL BRAE ADJACENT TO THE TRUSS WEB AS CONDITIONS ALLOW. aDISSIMILAR BOTT 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 LCOLUMN. ITRUSSES W/2X4 .BOTTOM :CHORD DIAGONAL -/ BRACING/BOTTOM CHORD BRACING TO DIAGONAL 10d BRACING/BOTTOM CHORE) BRACING [ON 3HORD BRACING @ END GIRDER/TRUSS W/2X6 BOTTOM CHORD 2x4 SCAB NAILED TO TRUSS BOTTOM CHOR W/MIN (4)10d NAILS FOR EACH CHORD CONNECTION TTOM CHORD BRACING @ MID RUN CON DECIDE SCHEDULE. CONTROL DATH 01/2I/2D C MITek USP SIMPSON I MTe<TOP SIMPSON OES UPLLIT GRAVITY DES UPLIRP BRAV"Y FASIFNER IBITNER HTA I&IB 16)S META-16 1450 (9)10d A 1112"1-PLY, uN 16E 2-PLY EMBED4" 0 (9)IRS xl 1/2"1-1(6) IM 2�PLY. EMBED4' (2)HTA 16-18 24W RI MRhlfi 19. 1121ICY! aF /2"1-PLY. qMBED4" (10110dx 11/2` I PLY, EMBED4' ETA 16 IBM BETA46 FEET BE(]O IDE%]]/2",(8)LBd 2-0LY.EMBED4' (9)DIC e11/P 1 PLY, (8)16E 2 PLY, EMBED 4" H TA 2U ]810 YETA20 INlll (]010tlx 11/2", I811fi 2-PLY,EMBfD4" 191 led 111/2" 1 PLY, (8) GGI 2PLY, EMBED 4" (2)HTA-20 2430 (2)HETA-20 .203E (11) 10tl 11/2", 1-11, EMBED4" I111110tl x 11/2" 1RL'I,EMBFD4" 2WER (10) 1602PLY, EMBED4'' (12)Idd 2-PLY, EMB504" Z LUGT-2 IF,, .1 188E HA(5)1/4x3 WMEY III WOI Idd (I) 1/4'X2114" TREN, WOOD(1E) Idd . LUST-3. 33W LG1`3-SM2.5 3480 CONC (4)3/8'X5". Wedge-EI WOOD(121WS25 (12)SOS 1/4.6-TO GI RED, (4)3/8"x5"TI I IN TO TO WALL IIEPI. 2430 DETAL20 ;GOO (161-10E%1112, 1 PLY ALTERNATE USE OFF2) ETA 20ACH`FABLE (18)-DEC KI I/21 PLYALTERNATE USE OF(21 HETA-20ACCPPTABLP MVG➢5♦ 3945 MGT4 396E Im5/$'A7R IN HIGX STR64OF 4F0%Y(MIT (MITI EMBED),(22) 10ETOWOOD) EHS/X"A.T.R, IN HIGH STRENGTH EPO%Y(MIN- 1Y' EMOHII), POIROT OWOpD H UGT2i 951E - HGi2a 10690 WON D(8) II Rd, MP50N 71213/GAIN (2)3/4"AT.R: IN HIGH SIRENGT X FPO%Y(MIN.12"EM3ED%(16)FW OW00D H UGT3a 98M HST.3i 10690 WOO D(9110d, MASON BY(21314"ATR (2)3/4"AT.R. IN HIGH STRENGTH fPO%YIMIN.R"fMBEO),(F6)IW OW00D LETA 151E PARALLE LTO WALL 147PERPE NDICUTARTO WALL LTA2 1210 PA 1, ITS 12101 EEDICU VALE WALL UIIiBY (]OI 100 1,11/2" 1 TO, 10dx1-1/2" ' MUGTIS 394E VAT 4940 (I)5JE ATR. IN HIGHSTRf NGTH EVU%V(MI4.12"fMtlFO),(4)TOE TOP/(6110d FACE/11;) led BACK OFTRUSS 1115/B"ATR. IN HIGH 51 RENGIH EPDXY(MIN. 12" EMBEOI,(16)5051411 HOW 9575 (2)VGI YiE5 IGSIR" AT.R.INHIGH SI�INGYHEPO%Y12"fMBFOf, 61 Mc (2)5/b"A:T.R. IN HIGH STRENGTH EPO%Y(MIN, V- EMBED), S GSDS 1G x3 MEW 12 965 MT512 99D (1111P]%11/2".(1.)101 (1G)led X 11/2". XTW 16 BIBB HTS16. 133n (1611W %91/E", 16110[ OE11BL XI I Y', HT. 20 MISS ITI IBM (14)IXXL IR", 13TI f0 (24)IRS %11/2^ HTW 24 1355 HW24 1310 (24)10d X 1112". (20)10 (24)10d x13/2' LSTA 12r PER L5TA-12,a B" (10)1W I301d1 LSTA ]S� ]235 LSTA 18 as 1235 (14)1Utl (14)ITT MSTA-1.a EMU MS1 AmNI 1115 (14)1W 111 TBd VISTA 24aa 1. M5TA-24a, 1640 ITS) DUKE (TO 1W Ed MSTA-30a1 206E META ED- 20% RJI RN O211m du MSIp-36aa 206E MSTA'36 F+ 2050 2610'1 (2fi]W d.. y, XSTI236 2I6S MSTI-36 38M (BE) Idd A 1112'. (36)led xl RT512A8 11BG MSTIdB IFIB (48)10d BE 112' 14R)T"d.'0" IHTA6 A. H6 1.5.1 Ill-) Ed X11/2",(16181 1.) 811O PLATES, ITT 11U 11 J. SPENT .11 1. EKE (6) 111 T05TUDS(6)1W 10PWTE 16110d, 11/2"TO STJDS MP34 5251N11PTPTIOW AN SET (4)8Ex11/2"TOBEAMI(4)Ux1112"TOWST 41 8tl x 11/2"TO SEAM, (4)8tlx ] I/2"TO{15 T- ' HHCP2 EST FCP2 1. USS,(10)1M%1.1/2"TOPLATE (lU)1M 11 2"IOIPV (12)10d% 1/2 .. IO BELL. 1020. N]OA "MIT (9)30 1➢12"TO TRUS (81M%ll/2"TOFUTE (18)10E%1112 MUGT15®VHD4A 41I5' VGI BHDLW 41. (1 8116d TO T R CSI,(1D S6 WOOD SCREWSTOPC6i W/5/8"TXREADEOROD (26)ENS 1/4x3' 1'1) WOO D,(10) SEE 1/4x2112 W/ THREADED ROD, (2) NUTVW 4 HER/2 PLY NUCLEI SC A 41f NOI. Hot" 41. J281 III TO TRUSS. LEADER ROD (26)-SEE 1/4 N3"TO WOOD, (3)3/4"STUD BOLTS W/THREADfDROD.(2) NUTS/WSHEROPLY PAU" IS. 61I5 A8U442 23M ]]50 (1) dMKA,T. R. IN HIGH SRENGTH EPO%Y,(MIN TEMBER IV TONC.I18) BENI TOWOGD ITT SMAT.R. IN HIGH STRENGTH EPDXY, (MIN I IMBF'. H,) 1N TOXIC, 32) 16e TO GOOD HAD. 24y 16BOT ABU 16, 219C IS205 (1)XG'AT. R. IN HIGH STRENGTH EPDXY, (MIT,1"(MBEDI IN CONC.;(1211Ed TOWOOD (1)5/8"Ai.R. IN HIGH STRENGTH FPO%Y,(MIN .1" EMBED.I INCONC,112)RECT0'OOD LTS29 aaa 120 ILITEST aaa 1310 LI)3/4'A,fft. IN HIGH SIRF'NGTH EPDXY, (MIN. T' EMBED) IN CONC, LI TD WOOD (113/4 ATH. IN. HIGH STRENGTH SPOKE, (MIN I" EMBER) IN CONC., )1M TO ER O"IRS-+ 11. LTIT2.E_ 151%I (1)3/4"AT. C IN HIGH STRENGTH EPDXY, (MIN. 7' EMBEU11N COXI 1M)1M x 1112 ED WOOD 11)1,2 Ai.R.IN. F IGH STRENGTH EVO%Y(MIN I" fMBE D.) IN CONC, 10) Idd TO MBOD U XTTGS 41W FTTG "Ed (1)5MB A.TR. I N HIGH STQENGTFfP O%Y MIN]`EMB ED) IN CONC.,(19) Ild X 2112" 11)518 A TR INH IGH STRENGTH EPDXY (MIN T E MEETY)IN CONC 1: 6) l6tl%2 GF ¢ N114i 500E XTTS SOOT (])5/8 kT R.IN HIGH bT ENGTH fPO%YIMIN.I kM81.) IN CONC. FEEL lud%21/2" I1I5/8 AT R.NHIGH STRENGTH EPDXY (MIN T3MBED,)1N CONE (6) 16tl %2 )/2" VPHDIl♦ IA395 IT" H2.HOQ]]3OS ]1010 ]1kTMINXI6X STRENGTHEPDXY, 3AIN.lO EMBED INQINf 24 WS3WOODSCPEWS (1 ( 1 1 (1)1A.I.R. IN HIGH STRENGTH EPDXY,)MIN 1""PMbE0.11NCONC BILBAO ISE W-DSCRfWS. PHONE, 652E FDIB 6?45 (1)5/8•A:$.I HIGHSTF ENGTH EPDXY, (MIN T EMBED) IN CONC. HEIMOSOODSCREWS (1)7/9"A.S IN HIGY STRENGTH EPDXY,MIN. T' EMBED COVC ( J N O3/4 STu BOL4TO WODD TDNB IB]0 (i)I/fl,AB.IN HIGH STRENGTH EPDXY, (MIN ]' EMBED) IN CONC (3)1/fl"STUD BOLiSIO Wf%1D NFM35 %]2V li Wl. ]130 MBHA 356/1125 3475 5SIR (1)1/27k0.LT W MIN 67 EMBEq.E NOT LESS THAN 4"FROM EW2N COXI 3/4'UARWRAMSET/REDHEAD(1)3/4AIDDIHIGHSIIIk DYNAB 5LEEVf ANC OROR f0 W/MIN X EMBED INSTALLED IN FACE, 340W AT 1015T NGIH EPN CY,(MIN NI "EMBEDMEM)NCM f P.,(MIN. 6.J5"FMBEOMfNi 1NC M.JFACT'i, 11M1ORFAM OV(1)1/4 A I R IN HIGH STRENGTH Ed N V5Gl21F 361E 2I10(100%) HUSC412 (WOOD) 343E 2635(MU%) 3220(175%) (]0)16G1 {BAFAD[R, f]OI l6tl TO WCOD 30114tl TO HEADER, (]O) 1& TO VrCCp 332E (1ssx1 ,E„ D X p4301F(CMU) ]950 3080 Huc41D (CM UI 1 18LV 4500 (1a11/a i3••wsi SCRHWS,I RH.FDd TO 203 WOVU §RI 1 /16•,•, A4PP(10)IRSTo iOwWD (18)]/4%2-3/4..TIifN (9 PER FIANGf)iOCMU; 11011MTOWWp QU' Z X021021F(CMUI ]950 30W HueEILL2 (GRAD) 1800 BE. p8 1/ !3 .W53 SCR W; (10 10tl TO WOOD (20)3/16"" PPERy 11011k1TO WOOD (19)1/4'x3-3M4'T?fN 15 PERFUNGEIiOCMU,(]0)IW TO WOOD HDIl031F(CMVJ ZI95 501E HJI0-1 (CNyV) 18W 45[V (1S)1/d'k3"W535CRtlWS,hOI IOtl TO WOOD.URI2013M16'"'T}dPPERT 1011MTOWCOD (18)IMX2-314-TITEN19 PER FLANGE)IDC "U"Mtl TO WOOD LGUM262 6D65 LGUNI 1-5 141. 3595 ME3/91%#"Wedge-Bala Anma,S, WOOD (4) WEE WOODSCREWS (4)3/fl%4TITFN EDANCXORS(2 PER RANGE) TDCMU,1411/4%21/5D55CREVESTOWXAD- TRUSSES . W/2X4 BOTTOM CHORD BRACING/BOTTOM CHORD BRACING _ 2 O F O m m O LL a O 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS& SECURE TO BM. W/ SIMPSON LTA2 USED TO BRACE TOP OF WALL. 0 0 0 ) :gg CJ1 IuIII l IIIHII E7 CJ3 e -ATTACH 4'-0" LONG 2 1 TRUSS W/ 10ri NAZI S FRAMING PLAN SCALE: 1/4" = 1'-0" 'Reviewed for Code I OMPhance Unlve sq ft eft ng 2194 HWY ABA, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 ! S`UI.3I'�': E T: UREEKSIDE PHASE 2 LOT #29 PIROJECT# 04321.200 029R1 t,' �ODEJ�L• Os 4EBB "1828-CALF" GAE2AGE SWING: RIGHT PAGE: FRAMING PLAN On YE. F`! 160 MPH EXP. C ARCHITECT C;ST7A�TE OF FLORIDA 3: A■ i c i1 AR NO, Al P T DATE: 03/17/21 SCA]'.E: 1/4E'=1'-O" SHEET S 3 ENGINEERED WOOD TRUSE PLYWOOD SHEATHING, SEE @ 24" O/C, SUBMIT SHOP "ROOF/WALUFLOOR DRAWINGS FOR REVIEW SHEATHING I FASTENER SCHEDUL E" AND APPROVAL A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 NAILS TO TRUSS PLYWOOD SHEATHING, SEE 9 10d x 1 NAILS TO 1,� (1) SIMPSON HETA76 2 "ROOT WALUFLOOR TRUSS ANCHOR WIT NOTE: APT SYP #2 2" x 4", B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH SHEATHING O Z„ 6 8' x 4'-0" MAY BE ADDED (12) 16d x 1 J" NAILS TO TRUSS FASTENER SCHEDULE" DBL STRAP, 1 EACH SIDE WRAPS UP AND GIRDER. PROVIDES" W/ 10d NAILS, 2ROWS, 3" OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH EMBEDMENT. USED I ADDITIONAL PLY MAX. TO NOTE: A PT SYP #22" x 4 , CONJUNCTION WITH ACCOMMODATE GIRDER (16) 1 Od x3 ' NAILS TO GIRDER AND 6", 8" x 4'-0" MAY BE ADDED HEAVY UPLIFT :: ' TIEDOWN REQUIREMENTS. (2) SIMPSON HETA16 TRUSS ANCHORS W/ 1Od NAILS, 2 ROWS, 3 CONNECTOR w WITH (12) 16d x 3 �' NAILS TO GIRDER O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN ACCOMMODATE TRUSS 1x2; 2x WOOD FASCIA — WITH (4) e" x 5" TITEN HD TO CMU AND (12) SDS 2 SEE ARCHITECTURAL ANCHOR REQUIREMENTS. a x 2' TO GIRDER 2x SECURED W/ (3R) 6d a B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH RED WOOD GALV. SECURED W/10d NAILS.TRUSSES @ 24" O/C, 1 x2, 2x WOOD FASCIA {2) Z' x 5" TITEN HD TO CMU AND (18) SDS " x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3" TO GIRDER 12" O/C FOR REVIEW 2X SECURED W/ (3) 16 C-(2pSIMPSON FGTR GIRDER TIEDOWNS WITH o , R APPROVAL (2) 2" x 5"TITEN HD TO CMU AND (18) SDS 4" x 3" AND AP O GALV. COMMON NAILS. SCREWS TO GIRDER EACH TIEDOWN MA NRYBOND ) I 1 x2 SECURED W/ 10d I SO BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM GALV. NAIL SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS; L:770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, 1 :1I430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN:) C ALLOWABLE UPLIFT = Ui2705 LBS (2 PLY) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) TYPICAL TRUSS/ la lb 1 c scALE:3/4"=V-0" TYPICAL ROOF GIRDER CONNECTOR(S) 2a 2b 2c GIRDER CONNECTOR(S) SCALE:3/4"_1-0" I t ^, 6'-0" MAX (W/1X4) OR 10'-0" MAX (W/2X4) rN r NOTCH DEPTH 1/4`D', HOLE EDGE >5/8" HOLE DIAMETER < 2/5'D SGL. STUD OUTER 1/30F SPAN ONLY BTM.— PLATE STUD NOTCHING AND BORING LIM ITS ALE: 1 1 /2"=V-0" EDGE >5/8" HOLE DIAMETER <3/5`D DBL. STUD # 1100 UPLIFT SIMPSON HTS'M20 W/10 1Od TO TRUSS AND (4) 1/4 x 21/4" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2)SIMPSON HTSM20 INSTALLED ON PRE-ENG TRUSS OPPOSITE FACES OF BLOCK WALL W/1010d TO TRUSS AND (4) 1/4" x 2 1/4" TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM CONT POURED LINTEL i TITEN 2 ANCHORS MIN. 2" COVER & 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE 3 4 1' 0" (2) 2X4 No.2 SYP DIAG. BRACE W,(3) 12d @ EA TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) V-0" TO 30'-0" (1) "X" BRACE 30'-1" TO 60' 0 (3) "X" BRACE (1) "X" BRACE 0) CENTER (2) "X" BRACE DIVIDED EQUALLY FROM CENT ER TO ENU. 2x WOOD FASCIA, -- 1x4 DIAGONAL SEF ARCHITECTURAL BTM.CHORD BRACING, SEE PRE-ENG GABI F TRUSS Lu PLAN FOR LOCATION oCQ j U a MAY NOT BE STIFFBACK (AS PER iv d REQUIRED TRUSS ENG) 17 BTM. CHORD OF WOOD ROOF TRUSSES SEE SCHEDULE FOR - BOND BEAM REO. ZZL- I /L' 1x4 BTM. CHORD BRACING 6-0" O/C END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0" O/C MAXSECURED W/ (2) 1Od DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. BTM. CHORD BRACING 6 SCALE 3/4"=1'-0" 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'-0" O.C. (AT SHEATHING SEAMS) SECURE 2x PT. PLATE TO BLK W/ 1/2" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX CONT. 2x4 SECURED W/ (2) 1 Od's @ EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SQA` Reviewed for Code Compliance Universal Engineering Sciences THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1 MI I Al STRAPS FOR ROOF AND FLOOR CONNECTIONS Ai AN At TERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS I UUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS INE ONE SPECIFIED. CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE I I IF CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Ft, AND F2 I ORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE f,UBJECT TO F1 AND F2 FORCES. ALTERNATE MATERIALS SCALE: 3/4"=l'_g 2194 H WY AIA, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 "'�+IRF�il�ltiF+ CREEKSIDE ry PHASE 2 LOT #29 PROTECT# 04321.200 029R1 MODEL: 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C AR® T• N ICE OF FLOREDMA SHEET S3. 1 I e. PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0-- O.C. (AT SHEATHING SEAMS) (BLOCKING PRE-ENG'D WOOD NOT SHOWN FOR CLARITY) TRUSS (TYP) @ 24!'O-C- MAX 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY SEC RE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN N DIA ANCHOR BOLT W/2 NAS ER SET IN HIGH r STIR NGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. "PLATE W/ 12d's 8" O.C. MAX I CONC. POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2) 10d's Ca) EACH TRUSS TO BE INSTALLED Ca) 10'-0" O.C. MAX. GABLEEND BRACING W1 PRE-ENG GABLE TRUSS CMU WALL Reviewed 101 Code Compliance Universal Engineeting w SCienres 2194 HWY AIA, SUITE 30 INDIAN HARBOUR BEACH FLORIDA 32937 PH: 321-802-3591 wwwatidesigngroup.cowe- AA #: 0003325 r =SIBDIV. LOT: CREEKSIDE PHASE 2 LOT #29 PROJECT# 04321.200/029R1 MODEIz 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXT. C ARCHITECT STATE OF FLORIDA RC 0 H F rr F EC L T 0 R MAR 19 2021 MICHAEL C. ANDERSON ) 0 1 05 kR NO 17305 NEW PRINT DATE: 03/17/21 I SCALE: 1/4"=1'-0" 1 SHEET S3.1B 11 k } s 5 �. �� pppVp d>� I ppppppppp ('° ppppppppp VTCR SPACING (1) AT EACH END I ` ppplppppp 2x4 BLOCKING BETWEEN TRUSSES VTCR AND 6' 0" O.C. MAX. I p p p p (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3) 12d @ EA. 4'-0" O.C. (AT SHEATHING SEAMS) TRUSS (DIAG. BRACE TO COVER 5 TRUSSES)97 ppppppgppp I J pppGIIpIG (1) 'X" BRACE @ CENTER pppplplpp 0 0' TO 30'-0 �(3) X"BRACE 30 -1 ' TO 80'-0 PRE ENG GABLE TRUSS i `�` � � � � ppppppppp (2) "X"BRACE DIVIDED EQUALLY 2x SUB -BAND ' STIFFBACK AT ALL FROM CENTER TO END. "\ o UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) y PLYWOOD SHEATHING, SEE — °'' "ROOF/WALUFLOOR SHEATHING o FASTENER SCHEDULE" P. TRUSS SEE tY TR CONNECTOR . DETAIL FOR STRAPPING INFO. SIDE VIEW 14`f I CONNECTION PER 1 1x2, 2x WOOD FASCIA a ° TRUSS MFG. s, SEE ARCHITECTURAL 2x SECURED W/ (3) 16d ENGINEERED WOOD py TRUSSES @ 24" O/C. Gx2 SECUORED W/Od NAILS.11 SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIiEW 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 /1 fl V IVIV IV , GABLE END PRE-ENG D TRUSS ScaLE:N.T.S. W/HIP RETURN I hI I i la p.; I a „ h p� f I d Reviewed for Code pry Compliance Universal Engineenng Eg Sciences a S) n, a ri • y r u� l� k; d 5 N kF Y P III Qp Q d J } I ,, li I la i a s 2194 HWY AIA, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH': 321-802-3591 www.abdesigngroup.com AA #: 0003325 F04 DIv 8e T: EEKSIDE HASE 2 OT #29 i� ECT# 21.200 029R1EL. 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: DETAIL I60 MPH EXP. C ARCHfTECT FATE OF FLORDA MAR 19 2021 ICH.AEI_ C. ANDERSON M NO 17305J PRIINT, 0 17 '21 A DATE: j SCALE: 1/4"=1'-0" 1 sxEE� S3.Ic 4 GABLE -END �V - g 3E 2N 3R 319 2N .{' U a v 00 O V v " o o v v DO O ® O O v v o0 0 v lu 2E 1O 2R 2R 1O 2E . "A �. "A. _. - - V_f _ V— v oo O v 19 ® 00 O v v 00 00 v vo°o o°o v O ° O ® OOO D000 0°O v ® 2R '90 000 00 .p 2R V 19 00 0® o v 19 0 O 2R 2R 0 v 19O°O° 0 0 cc) O°00 v v 00 000 00 0 v ®Iq00° ®°O a 3 vvvvvvvnQ 2E vvvvvv3 a HIP ROOFil`—�I` ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 52.70 PSF (62.70) 'I, 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) I ZONE 3r = 83.80 PSF (93.80) ZONE 2r = 69.80 PSF (79.80) 1 "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT: +/- 0.18 I / ROOF DIAPHRAGM ROOF/ WALL/ FLOOR FOR ASPHALT SHINGLE ROOF; USE MIN 7/16" STRUCTURAL SHEATHING EXP 1(24/16) or 15/32" STRUCTURAL SHEATHING EXP 1 (32/16), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE 15132" SHEATHING STRUCTURALSHEATHING EXP 1 (32/16) .(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. FASTENER SCHEDULE ROOF SHEATHING TO GABLE END FRAME USE 8d RINGSHANK GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' NAIL REQUIREMENTS OF GABLE END. SIZE HEAD LENGTH DIA. TENSILE STR. SHANK ASTM 8d RING SHANK, 23/8" 0.113 170,000 RING (16-20 RINGS F1667 RSRS-01 SCREW SHANK PER INCH) 8d RING SHANK; 2318" 0-113 PNEUMATIC RSRS-01 RSRS ' SCREW -NAILS EXTERIOR SHEATHING USE 1/2" CDX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. ROOF SHEATHING ATTACHEMENT SPACING ZONE 1: 8d NAILS @ 4" O.C. ON EDGE AND 6" O.C: IN FIELD ZONE 2e, 2n, 2r: 8d NAILS Oa 4" O.C. ON EDGE AND 4" O.C. INFIELD ZONE 3,3e, 3r: 8d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 8d RING SHANK GUN NAILS 1@ 4" O.C. TOP & BOTTOM EDGES (dj a a @J J Z W Z � �o � W Z Q U =0 U) 0 Z co T3 BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE: GABLES -DROP GABLE END & (1) ADD'L DROPPED TRUS52x4#2 SYP OUTLOOKER RAFTER W/ BLOCKING Oa 16"0.13 IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCNING @ 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOC14NG PER NAILING SCHEDULE zLu c=0 LU 8d RING SHANK GUN NAILS Y CJ SEE "ROOF SHEATHING ATTACHMENT" J) O TABLE FOR FIELD 8PACING m TYP. EXT. SHEA S LU C 0 #8 2" DECK SCREWS @ 6"-8" O.C. MAX @ Ir w CO EDGES &I12" O.CIMAX IN FIELD. UNTHREADED Y SHANK TO EXTE D BEYOND THICKNESS OF op SUB FLOOR SHEATHING N '6 f'P. 3/4" IT&G TYP. EXT. SHEATHING ATTACHMENT GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONPQRM TO ASTM C331C33M. MAXIMUM AGGREGATE SIZE SHALL BE 314". 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 WO1 ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 314". AT I WOOD FOR BE _ ACI 318 14,BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS FOR STRUCTURAL CONCRETE, TMS 402/6D2-16 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON ELASTICl1 Y - 1,40( COLD-FORMEDSTEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND RISC SPECIFICATIONS . .. DRAWINGSSEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE PRE SSI II iT TREAI FORM -WORK: SI 1 IAI L BE RAl FD ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND r.(1RR(_)BORAEF. 11 SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W< DOT SHALL BE i EDITION,"RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE-- ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING TO THE ATTENTIONO F THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT. CONSIDERED TO BE STRUCTURAL. DEPENDING PROVIDE SOLID B ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY REQUIRED BUT ARE BY OTHERS. SYP 12. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND (INI ETA I ED WOO SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: Al BEARING LOCI DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TIMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM Al064/A1064M,. GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOOD TRUE � ACI TYPICAL DETAILS. MINIMUM LAP SHALL 8E ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL THE E CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION BE SUPPORTED WITH 2" CHAIRS SPACED 3'-0" OC, EACH WAY. I F D (SIGNED SI R_S; [:BADE I. REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTIONIOADS. SEALED IIY A PRC Dr71 NOT SCALE DRAWINGS. THE CONTRACTOR. AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLA' TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. - REBAR SHALL BE ASTM A615A61.5M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEE I IN(; WE RE, GRADE 601N MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE D SIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. UFSIGN, IARRICA CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL S IANOARDS FOH AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY Al' ROOF. LIVE LOAD' FLOOR: . LIVE LOAD 40 psf REVIEW. - 20 psf TOP CHORD -non-concurrent , �_ TYP. MIN LAPS SHALL BE AS FOLLOWS: #4BAR - 25" #6 BAR - 36" WOOD TRUSSES. 10 psf BTM CHORD -non-concurrent #5 BAR - 30" #7 BAR - 42" TRUSS MANUFAC PROVIDE. 36" x 36" CORNER BARS, BOND BEAM ONLY,. LAPPED AND TIED TO EACH BEAM REBAR. SEE DETAILS LOCATIONS WITF DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION, INTERSECTIONS' 15pat TOP CHORD 20 psf TOP CHORD (10 psf w/ No GYPCRETE) (7psf w/ASPHALT SHINGLES) (1 ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STR/ 10 psf BTM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 1 Opsf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SI BALCONY LIVE LOAD 60 psf WALL. TRUSSES,GIRDE - STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED 0160E MPH 3- SECOND GUST - RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR L . (ASCE 7-16 (FBC.R2020f EXPOSURE C, RISK CATEGORY II) INTO INTERSECTING WALLS AND HOOK AT ENDS:. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATION LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED LAYOUT. SPANS STORAGE:20p8f, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AIFF(',I THE STF AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER .WITHOUT THE APPROVAL OF THE ENGINEER. `;I RUr I I IRAL EN VEHICLE GARAGES: 50psf: ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: 1'11OVII IF ENGINE 40psf MASONRY: PI AN SI IOWING I MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE I ICE N SED PROFI SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402E BUILDING CODE REQUIREMENTS FOR MASONRY SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY I I IF I IURRICANE (: )NSTRUCTIONI OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY TI- COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. I I IF TRUSS TO S ,I ALL BLOCK WALLS SHALL BE TWO CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM .C-90, GRADE I'm = 2000 PSI. BLOCK SHALL BE PLACED USING r rF THE DELEGA AND CLADDING I 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 I BLISS TOT OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER IN ALL INSTANCES, THE CONTRACT ASTM 0-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS 0..`...ERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN, THE GROUT MIX SHALL HAVE A MAXIMUM 3i8" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION' "M" TYPE OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95 % OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. _ SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNERSHALLRETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING, SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT: WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE. CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS. AS. FOLLOWS:' A36/A36M, Fy = 36 ksi FOR ANGLES, PLATES, AND SHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A500M, GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S. Fy - 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE -. 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN.THE SHOP. 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING, ALL CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS; WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLES CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5"+1- PRIOR TO THE ADDITION OF PLASTICIZER. SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN OFF -THE -NUT METHOD. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94/C94M OR MEASURING, MIXING, TRANSPORTING, ALL ANCHOR BOLTS SHALL 13E GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS HATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE. THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS'. A. 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER', 1-112" FOR #5 AND SMALLER 2" FOR #6 AND LARGER C:' FOR CONCRETE NOT EXPOSED TO WEATHER', 314" FOR SLABS, WALLS AND JOISTS 1-112" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS A R C H I T E C T S %c Design Group April 21, 2021 Planning & Development Services Building & Code Regulation Division 2300 Virginia Ave. Fort Pierce, Fl. 34982 (772)462-2172 RE: Permit # D.R. Horton Homes Creekside Lot 29 Response Letter For the above listed project, the plans indicate 7/16" roof sheathing on sheet SNl. This is an error on the plans. The correct callout shall be 19/32" sheathing thickness and the correct reference for wind pressures is ASCE 7-16 reference. Should you have any questions, please feel free to contact me. Sincerer j 2 / el C. Anderson,\ J F1madg_Yrchltect#A�l-7_305 2194 HwyAIA, Suite 301 Indian Harbour Beach, FL 32937 • Phone: (321) 802-3591 www.abdesigngroup.com �© Now STBDI3T T: :: v f CREEKSIDE " PHASE 2 LOT #29 Reviewed for Code ER Compliance Universal Engineering Sciences FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION SIZE. TYPE SPACING REMARKS nPPI iGATION SIZE TYPE SPACING REMARKS 1x2 PT FURRING TO GA<E HARDENED GOT A" O.0 GAFAGF D,JOR BIIC:K 1A DIA TAPCON MASONRY 1 1/2" EMBED., 4" END DIST., MASONRY/GONG- IlAC � "IMu] . t TO MAc,:NRv:GONC- / 8" O C NO WASHER FASTENER 11/2"EDGE DIST.: SGD. AL. EXT. DOOPLI F 1 A(IO WED COIL € 9" DID WINDOW, FASTFNFfI GARAGE DOOR BUCK 3/8' DIA. OR O/C (3/8" DIA) q^ EMBED END DIST., 1x PT, SEE NOTE , lhL. I.P UNi, STAGGERED INTO MASUNDV�CI IN,'. TO MA.`>UNRY:COHC_ V2" DIA. .EXPANSION BOLT 2q^ OiC (1/2" DIA) 3" EDGE GIST. 24" E i w/ WASHER WINDOW BUCK C.A�FHARRFNFDr1i 9' DID WINDOW;DOOR: FA;TFNFrI MPTAI STRAP To CONTACT THIS ENGINEER FOR SPACING 1x PT, SEE MOTIF NAIL 11/2"LONG. STAGGERED INTO MASONRY: Cu Nr.. 1nr .ONnY!r'ON; CHIT[+ nl QU nR REQUIREMENTS S 18 O/C 1,'2"" .GNU EXPANSION 4" EMBED. VEND EXT. SWING DOOR 1P13'1 WDIA. 'TAPCON" 1 1:2" EMBED. P;' FND. NPII RFARINC9 WOOD BUCK 2x PT, SEE NOTE 6 NO WASHER FASTNER DIST. 1 4; 9" FDGF NET. WAI I TI' C:cMS SIAS W/ WASHER BOLT 29' O/C DIST.. 3" FnrP nIST. 2x PT WINDOWBUCK PT TO STEEL COL., SEE 61 W1W18 ASH 21:A' GGE 4'EEDGED1.1 Ia" NOTE6 WLWABHER STAGGERED EDGE DIST. VOTES ---. -_- . STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS L FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE ASPER ER MANUFACTURER'S SPECS AND / OR. NOA 3. ALL FASCIA MATERIAL SHALL 90 HAND FRAMED T. RAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN i. FASTENER SPACING FOR THE BUCKS SHALL BE THE. STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 3. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXT ERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND N MEMBERS ARE SECURED W/ fAPCONS OR RAF TO THE SUBSTRATE. PROJECT# 04321.200 029R1 MODEL: 4EBB "1828-CALI" GARAGE SWING": RIGHT PAGE: DETAILS IC MPH EXP. C `rM MAR 19 2021 MICHAEL- C. ANDERSON AR NO 1730 P 134T'I C13 17 21 DATE: % i SCALE: 1 /4"=1' — F SHEET