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HomeMy WebLinkAboutBuilding Plansr a;,efv �e w,.rzr, � '�R ®RIVE NE, PALJf� �� #� L 32907 321) 733-7092 Fax: (321) -7.' ` ° z�° . STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: - DRHORTON HOMES 1430 CULVER DRIVE NE PALM BAY FL 32907 7 :TEL. (321) y 3—y 92 . FAX: (321) 733-7972 �• DESIGN CRITERIA: ABBREVIATIONS REVISIONS DESCRIPTION -FLOIOA BUHDING CODE ItESIID � 7M EDITION r 1A EDITION C2020, -ALL LOCAL AND STATE CODES -OCCUPANCY - RESIDENTIAL, GROUP R3 - CONSTRUCTION TYPE — VB -MIN. INTERIOR FINISH - CLASS B -BASIC WIND SPEED - Vult=160 MPH Vfl8(I=124 MPH -EXPOSURE - C -1-STORY RESIDENCE - - 2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES AB V. A/C ADS. ALT. AMP. BD. CL CAB. CLG CLR. CONC.CONCRETE C T. D. DBL. D G DIA DIM. DISP. DP DR. D.S.D S. DTL D W EA. ELEV. EQ. EXH. EXT. F G./FX F.G. FIN. FLR. FLUOR. FR. DR. FTG GA. GAR DISP.. G.P.I. GL GYP BD, H.B. .. ABOVE AIR CONDITIONING ADJUSTABLE ALTERNATE AMPERAGE BOARD CENTER LINE CABINET CEILING CLEAR CARPET CERAMIC TILE DRYER DOUBLE DUAL GLAZED DIAMETER DIMENSION DISPOSAL DEEP DOOR DOWNSPOUT DETAIL DISHWASHER EACH ELEVATION EQUAL EXHAUST EXTERIOR FIXED GLASS FUEL GAS FINISH FLOOR FLUORESCENT FRENCH DOOR FOOTING GAUGE GROUND -AGE AULT IR GROUND -FAULT CIRCiJIT. INTERRUPTER GLASS GYPSUM BOA RD HOSE BIB LAV. LUM. M.C. MFR. MIN. M.T. MTD. MTL- N.T.S. O.C. PL P.B. PH. PUT. PLYWD. PR. P.T. R. RAD, R.A.G. REF. RM. R.O. S.C. S.D. s.H SHT. SHTHG. SHWR. SIM. SL. SL. STD.. SWS TEMP. THK. T.O.C. T.O.P. T.Q.S. TYP. U.N.O. LAVATORY LUMINOUS MEDICINE CABINET MANUFACTURER MINIMUM METAL THRESHOLD MOUNTED METAL NOT TO SCALE ON CENTER PROPERTY LINE PUSH BUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS RETURN AIR GRID I REFRIGERATOR ROOM ROUGH OPENING SOLID CORE ENTT)R SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER," SIMILAR SLIDING SLIDING ss STANDARDD SHEAR WALL ECTION FFN4PRRFD GLASS THICK TOP OFCURB TOP OF PLATE TOP OF SLAB TYPICAL' UNLESS NOTED OTHERWISE, DATE 01/26/18 i CD S ISSUED 01/15/18 2011 FBC UPDATE 01116AS --_- _---_- _--_-_---.__-. CD'sRE-ISSUED 02/21Aa - ----- --.-------- -_ - -_ SIDING ELEVATIONS ADDED 03/26/18 _-- -- - "- -- _ — ----- ----- CD'sRE-ISSUED 041I9/8 FOOTING REVISION PERM. BOWESCPT. ®6/27/18 CD,S -ISSUED 02/113AS ADDED CURELESS FOOTER AT GARAGE DETAIL (FORT MYERS) 02/22/19 - - PLAN MAINTENANCE 0312BAS -------------. REVISED LINTEL SIZE AT FRONT ENTRY DOOR 04124A5 ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL BATSON IMELF STATE OF FLORIDA PROFESSIONAL ARCHITECT: MICHAEL C. ANDERSON AR N O . 17305 A.B. DESIGN GROUP,LL 7gC 2194 HWY AlA, SUITE 301 r� INDIAN HARBOUR BEACH, FL 32937 Tel: {321) 802-3591 ..gym ►SQ.• ��/'1 CLIIJrv. S 04/24/19 - _ REVISED NVAC VOLUMES ON Sc1Ft CALL SCHEDULE (MELB.) LIVING 1916 SQ. FT. GARAGE 430 rJQ. FT. ENTRY 16 SQ, FT, LANAI 8?� SQ. FT. TOTAL 2442 SQ. FT. � A/C VOLUME 16411Ab CU. FT. 06A2AS ADDED 'EXTERIOR MONO DEEP FOOTER' DETAIL 12/5I.IA (ORL) 06121A9 ------ ADDED LED LIGHTS ®KITCHEN 4 BATH PER MARK BOWES 01ASA9 ------ -.. ADDED STONE OPTION ELEVATION C 4 D (TAMPA) 09/11/19 ELEVATION 'G' SIDING -ADDED LOUVER 9 GABLE ROOF 10/25A9 -----___- ADDED OPT. a'-0' CEILMCs HEIGHTS 01/01/20 ---- REPLACE USP CONNECTORS WITH SIMPSON CONNECTORS 04/01/20 - -- REVISE EwAVENT RADON PLAN DIMENSIONS 04/05/20 ---- OPT. 8'-O' CLG. HGT.- ADDED LED LIGHT IN FOYER 04/09/20 OPT. $'-.O' CLG. HGT. ELEVATION 'C'- REVISED HEIGHT OF ARCHWAY 05106/20 ADDED ELEVATIONS 'L' 4 'M' (ORL) 07/15120 ADDED ELEVATIONS 'MG'-'MH'-'MS' (ORL) ------. _.---- H.C. HOLLOW CORE V.P. VAPOR PROOF 01/01CLI 2020 FBC UPDATE DRAWING / CONTRACT DOCUMENT HDR. HEADER W. WASHER ----- -----_ REVIEW BY BUILDER HOT OR HT HEIGHT W/ WITH INSUL INSULATION WD, WOOD -- -- -_ INT. INTERIOR WDW. WINDOW ------------------___.—. _--___—._-.. a`. BUILDER ASSUMES ALL LIABILITY FOR W/H WATER HEATER dTERPRETATION OF THE CONTRACT DOCUMENTS. W.I. WROUGHT IRON F ANY ASPECT OF THE CONSTRUCTION (AS ------------- — --- --- — — -- --- ,ESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND -- - N NEED OF FURTHER DETAILING OR EXPLANATION IN ::",ORDER TO BUILD THIS PROJECT BASED ON THIS `)RAWING SET, THE CORRECT PROCEDURE IS FOR THE - -------------.-__---_--_- -____ -__-- iUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR -- - -_----_-----___-_------_--.__-__- _- ____ 'INFORMATION) TO THE ARCHITECT OR ENGINEER FOR ,;TARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY 'BANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF ONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE *,AN GENERATED FOR UNCLEAR ASPECTS OF THE ?ZtiSTRUCTION BASED ON THE DRAWING SET. MAY 2 8 1021 permitting Department St. Lucie County INDEX OF DRAWINGS ARCHITECTURAL SHEET # DESCRIPTION PG Cl—COVER SHEET PG GN— GENERAL NOTES PG Al —FLOOR PLAN FIG A2 D —ELEVATION "D 11 Reviewed for Code ED Compliance PG E1-ELECTRICAL PLAN U`VerSciEn9inee,,ng Sciences PG PI —PLUMBING PLAN PG M1-MECHANICAL PLAN PG D1—DETAILS PG D2—DETAILS PG WA1—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—NOT USED PG WA5—NOT USED PG WA6-WALL ASSEMBLY DETAILS STRUCTURAL SHEET # DESCRIPTION PG S1-FOUNDATION PLAN PIG S1.1A-DETAILS PG S1.2-DOWEL - PLAN PG S1.2A—DETAILS PG S2-LIFT BEAM- PLAN AND NOTES PG S2.1A-DETAILS PG S 2.2A- SAFE LOAD TABLE PG S3—FRAMING PLAN PG S3.1A-DETAILS PG S3.113,-DETAILS PG S3.1 C—DETAILS REC QED PG SN1—DETAILS MAy ,s�.n11 I' 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH.. FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com "`a" ` DATE: 03 17 21 SCALE: 1/4"=1'-01, SHEET C i 4 GENERAL NOTES i SITE WORK I/ 1 ALL WORK DONE UNDER THIS CONTRACT SHALL BE INCOMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL �FBCR) I 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 FBCR 7TH EDITION (2020) UNO. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKINC;POINTS, ROUGH GRADING, ON -SITE UTILITIES, 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 Y FINISH GRADES, PLANTING AND IRRIGATION, THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SH LL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1,2, 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO ORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND, 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN 1/2THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE TENTION OF THE ARCHITECT 1N WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK I 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, FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNI�UES, 6. COMPACTION BY FLOODING OR JETTINGIS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT 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 CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED, 9. THE GENERAL CONTRACTOR MUST TAKIE'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. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCH ITECT/It NG INEER. 10. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISTICTION, INCLUDING ALL APPLICABLE STATE, CITY AND 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, C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION 2. AS PER SECTION R31 OPENINGS FROM AIPRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIP:IED ITH APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE i SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LES THAN BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE AGRICULTURE AND CONSUMER SERVICES." DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL V MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS IN TO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC i kREA BY NOT LESS THAN 1/2 -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUI\ ALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO 3E PROTECTED BY NOT LESS THAN'/ -INCH GYPSUM BOARD OR EQUIVALENT. TIMBER 1 ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3, CONDENSATION LINES SHALL BE MINIMUM%" PVC (SCHEDULE 40), INSULATED WITH v 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 t 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, Y8" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-C1063-19a & ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS 1" FLASHING HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION DETAILS VENT PENETRATION DETAILS WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS CASING BEAD DETAILS DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -19a AND R703.7. Reviewed for Code Compliance FIRE RESISTANT CONSTRUCTION universal Engineering 91 Sciences UNDER STAIR PROTECTION: -11. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1:. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 112" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS). CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S/CONTRACTORS 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. 2194 HWY A:LA, SUITE 301 INDIAN HARBOUR BEACH, PLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 1_7�71N Fmm� CREEKSIDEi. E PHASE 2 LOT #26 LO T P3ROJECT# 04321.200/026R1 MODEL4# EBB %828-CALI" GARAGE SW3[NC;: RIGHT PAGE: GENERAL NOTES 160 MPH EXP. C ARCHrFEC,T- STATE OF FLcQtFx0A MAR 19 2021 LLHAEL C. ANDEFISON An IV® 1730� ]DG=NT ATE: 03/17/21 SCALE: 1/4"=1'-o" SHEET CONI ROL DATE: 12/10/20 (RM) G N GROUND WIND DESIGN SEISMIC 6uS SNAU SPEED TOPOGRAPHIC DESIGN WEE_ ERR LOAD (MF'H) EFFECTS" GAtAGORY' NA 160 G NA NEGLIGAE FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILI ACCORDANCE WITH SECTION FBG R302.9.1 THROUGH FBC FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR IN; ACCORDANCE WITH SECTION F8C R302.10.1 THROUGH FBC O DAMAGE FROM WINTER ICE HARRIER FLOODAIR MEAN DST LINE TERMITE° DESIGN UNDERTLAYMENT HAZARD a FREEZING ANUAL pEpTHb TEMP' REQUIRED' INDEX' TEMP NA IVERY HEAVY1 42 NA SEE suiqvEyl NA NA ISHES SHALL @E IN d 7N' SHALL i3E IN 027 12'-4 10'-0' 1"I1-411 4' 71-411 _4 2170: 101-41' I 10 _01 I 161_013 _4 COAN�D (2) 052-SH I s 6068 SCsD. I; (2) EGRESGRES SH _ _ ❑� S --- J F:� LIVING e D G _ ROOM 8'-8' CLG ROM BEDROOM #1, -T 81-V CL& ffj N B 2X18 0 AI �uuI , n 4 -4 6 m IKI1'-Im •� 4'-1 8' 0 � I V. s s ® 1R ISH_� WC. 4 ®� m ------ _� I BATH#1 b36 ----- V. I WI.C. 814CL& q I- — — — — r —1 c0--- ---- — ---n _' F. -- i I 0 C I V. 36 X60 ❑ r i IOPTi i e i N)� I SHWR. PAN 3peii2_8 2 I� W/ENGL r sb36 1 -ISH -S KITCHEN r�=nT ❑ 2.8 AI 8'-8' C1Cs m 8' UND8. RY i li ii _R'i I IR-iSH 4 PAN. RANG b36 B m I_8 �` ==uy 21'-4" 6' 0" 5'-8 noI'p 3-SH N v A_ ry'� L°--y I BEDROOM #4 L n -- DEN J G. , .� I c0 1 1 V > u 8 -8' CL& c0 II � � v N ry _ NN I1'-0. 2 8 3 6 1 - 3 _4 41_m 1411 gy In 113 6_1 AlBEDROOM #3 M 8'-b C:LCx I I I 7. �8 �� ���� -8° 31-8° �l f Y Ne 2'x54' 1 ATTIC L ACCESS j LAV. III ® ❑ B � co Ul �, > Ili AI 11.4 n BOLLARD BATH #2 `a I I I ro AS REQ. `r 8'-8' CLIX I I PER BLDG. CODE GARAGE V. 8'-8' C L& B 2'-411 r, o _8. R BEDROOM #2 06 W/ 0 8'-8' C:LG 3&'X12' n dl �L TRANS. ❑I _ C n 5 1/2" 3 5 5I 'I EN 0(2) 3052-SH Ifr �r EGRESS CJ O 16'-0'X11-1010.H.D. 14'-0" 4'-4" 21'-4° 39' - 8' I EXTERIOR MASONRY r WALL BRCs. HEIGHTS g k 8'-8' BRG. fl i 10'-8' BRG. r p/ l' r' 7 l ; a E I t WALLS GABLE ROOFS 0510, AN GABLE ROOFS 10" . 0 w 45" HP RC*FS 1kr�0 ^. `i4e, 1. :: 4 i;,i > ;xi A vases, FIGURE R301,2171 COMPONENT AND CLAi3C)€ G PRESSURE ZONES FLOOR PLAN 10' < 30"" SQ.FT. CALC. S LIVING GARAGE ENTRY LANAI III SQ. FT. 430 SQ. FT. 16 SQ. FT. 80 SQ. FT. TOTAL 2442 SQ. FT. A/C VOLUME 1641-1b CU. FT. COAPOrBNI AND CLADDING WIND LOADS BASIC WIND EWOSWE FOR 3 SECOND GUBTS OPEWM AND TYPE SQUARE FOOTAGE ZOPE 16011PH WIND M FEMARKS MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING 18 5 33/-43 DR. MIN. CRITERIA .n 'I S.G.D. MIN. 41 5 31/-39 CRITERIA 50-10 O.H.D. 56 5 29.1/-313 n 12'xI2' SOFFIT I 313/-49.9 BASIC WIND SPEED MPH 160 (Vult) INTERNAL PRESSURE COEFFICENT = f 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 11'-3" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CONTROL DATE 01WO 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 Engvie�nng Sciences Z IL SCALE: 1/4' 1'-0' NOTE: -2-8 LOUV.;UOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ F$ETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. LU DIM. VARIES -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL CL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT = LESS THAN 1 3/8" (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. - EGRESS TOTE: DO NOT SHUTTER FRONT poop, FRONT ENTRY DOOR TO BE EGRESS POINT WHEN THE HOME IS SHUTTERED_ U REFER TO BUCKING DETAILS FOR BUCKING AND RO NOTES -FRAMED U4ALL 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. E5Y THE HVAC CONTRACTOR AND ARE OF THEIR CLOSEST ALLOWABLE SOFTWARE TOLERANCES- -OPENING INFORMATION BELOW 15 DIRECTLY FROM THE PLAN SET. U-VALUE AND 5HCG ARE INFORMATION PROVIDED BY THE MANUFACTURER AS LISTED IN THE RESPECTIVE PRODUCT SPECIFICATIONS ���m ro'��orm C H DTL. L.B : 1/2 1'-0' L DBL. TOP PLA... E Vol ABAR DETAIL SGALE:In'=1"-0' 2194 HWY A1A, SUITE 30. INDIAN HARBOUR BEACH FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 S=IV. & LOT: CREEKSIDE PHASE 2 I' LOT #26 G PROJECTIF r 04321.200 026R1 AJODEL: 4EBB "1828-CALI" GARAGE STING: RIGHT PAGE: a Ed FLOOR s I� PLAN 160 MPH EXP. C ARCHfiECT` STATE OF FLI MAR 19 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE- 03 17 21 SCALE: 1 /4"=1' - O" SHEET At I 1 SHINGLE ROOF FYPON 5KT11XI-1 OR EG:JAL TO CONTROL JOINT (TYPJ d) (V EQUIVALENT EQ. EQ. 1 15 WAI ; A 1&'X&2' FYPON DECORATIVE 48 SHUTTERS OR EQUIVALENT TYP.I I - 4' RAISED BAND (TYR) r 0'-0" FIN. FLR. , I' I T i 8'-S" BRG. HGT.. EQUAL7 O CONTROL`JOINT (TYP.) V-19'-0" BLDG. HGT. U EQ: EQ. FYPON LVI2X24 A OR EQUIVALENT A2D i 12 4 �6 W 1' WA W I 78 U A BRG. HGT. �k OPT. COACH I• LI HT FRONT ELIEVA N SCALE: 1/4 = 1'-0' TEXTUf ZED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FB R 103.4 G 5'-8" BRCS. HGT. _ I 0 A 0 .0 4B A - - TYP. 0'-0" FIN. FLR. � - I I 0'_0" FIN. FLR.r I' —fir_ — 1 1 A I rTl-I I LLI II -- - - - - - - - �. OFF RIDGE VENT OFF RIDGE VENT 12 8 ®8 BRGz. HrT: 11-0 12 6 -8" BRG. HGT. U u � 4B EIEI A3 II II -- - - — - - I I- 00'-01 FIN. FLR. REAR ELEVATION SCALE: 1/4 = I'-0' TEXTURED FIN15H 12 IIIEE �(o II 4B v A I v r- TYP. r- II N II 0'-0" FIN. FLR. - - - --- - - -- - ---------- --- - - - - 1RUGHT ELEVATION SCALE: 1/4 = 1'-0' TEXTURED FINISH OFF RIDGE VENT 12 6� 11E 4- 0'_0" FIN. FLR. _ I ----- - ----- - ------ OFF RIDGE T ------------ ----- - - o5'-8" BRG. HGT. 1'-0i f d 0'-0" FIN. FLR. --- — - — - — - - — - — - i LEFT VT EVATTON J SCALE: 1/4 = 1'-0' TEXTURED FINISH 0'-0" FIN. FLR. 2' � I I I I. I I c0 a I I I DECO. DTL. A SCALE: I/2 I'-0' Reviewed for Code Compliance Universal Engineering IR Sciences MODEL 1828-CALI-4EBB AREA OF ATTIC = 2450 SQ. FT. NET FREE VENT]LATION AREA REQUIRED 1/ 300 REQUIRED VENTILATION AREA = 2450 /300 L 4 MWYA1A, SUITE 301 IAN HARBOUR BEACH; FLORFDA 32937 PH: 321-802-3591 w. a b d es i gngrou p. com AA #: 000332 M3 Y v BERM ��y.rTggg�. D 7 BERM ��y.rTggg�. D 7 CREEKSIDE PHASE 2 k LOT #26 PROJECT# 04321.200 026RI MODEL: 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: �x ELEVATIONa13 [:I 160 ]KPH EP. C J,� = 8.17 SQ. FT. ARCHrI ECT: 8.17 = 1176 SQ. IN. STATE OF FLORIDA MIN. REQUIRED VENTILATION = AX 1176 IN UPPER PORTION OF ATTIC = 470.4 SQ. IN. (BALANCETO BE PROVIDED IN SOFFITVENTS) OFF RIDGE VENTILATION AREA = 138 SQ. IN. PER VENT (net free area) TOTAL# OF VENTS REQUIRED = 3.41 MAR 19 2021 TOTAL i#OF VENTS PROVIDED = 4 MICHAEL C. ANDERSON SOFFIT VENTILATION AREA 7 SQ. IN. PER LINEAR FT (netfree gas NO 1731X- area) ate` LINEAR FEETOFSOFFIT REQUIRI 67.20 PRIDiT 03/17/91 DATE: SCALE: 1/4"=1'-0" SHEET A 2 D r ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 125V OUTLET 20 AMP SINGLE POLE 110V OUTLET -- 110V OUTLET 1/2 OF OUTLET WIRED • ". TO SWITCH 110V OUTLET EQUIPED WK%BND FAUL GFI INTER)PTER (TAMPER RESISTANT TYPE) 220v OUTLET (4) WIRE CONNECTION GROUND FAULT � � —I�— GFI OUTLET INTERRUPTER SWITCH SWITCH 3-WAY OPER $¢ SWITCH 4-WAY OPER i1 1-0 WALL MOUNTED LIG44T a CEILING LIGHT mw L LED CLG LIGHT . ©VP LED VAPOR PROOF LIGHT O VP VAPOR PROOF LIGHT d .., .. . RECESSED CAN VENT. FAN 1 CFM PERBQ. FT VEN'I WILI� I CPM PER 00. FT. 1 VANITY LIWT FIXTURE RE I (SPEC'S TE D BY BUILDER) ` FLUORESCENT WRAP �.. ® LIGHT AROUND 4 (RECESSED) FLUORESCENT WRAP ® LIGHT AROUN AROUND (SURFACE MNT.) _... 2' FLUORESCENT 4'FLUORESCENT �I �i 4' TRACK LIGHT I• G G PANEL METER -. .. BATT. BACK-UP W/ WARDWIRE BATT. BACK-UP SMOKE DETECTOR WALL MOUNTED SD. SMOKE DETECTOR W/ HARDWIRE BATT. BACK-UP W/ ® °J/GO CARBON MONOXIDE SMOI� DETECTOR &MOKCOMISO HARDWIRE INTER -CONNECTED SHALL BE A DISTANCa it OF NOT LESS THEN 4' FROM WALL �- PENDANT LIGHT N -- L� NATURAL GAS R/ UTLET ► LEPHONE JACK ' WH TER HEALER JAI'R. IGNITION SOURCE TO BE ELEVATED SCONNECT CONDITIONING TO �UoONUNO. A/ GONNEGT THIS SWEET (-� TELEVISION JACK CEILING BOX R QUID O TO BE SUPPORTED IN ACCORDANCE W/ BOX J_BOx MARKED AS SUCH FOR INSPECTION CEILING BOX REQUIRE TO BE SUPPORTED IN CEILING FANLIGHT ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION 24' INCANDESCENT ,4 LIGHT STRIP p no 36'. INCANDESCENT LIGHT STRIP nnonnnn v __ • _- I 48' INCANDESCENT i LIGHT STRIP FLOOD LIGHT OPT. SECURITY KEYPAD PD. PUSH-BUTTON FOR CHIMES ueB PORT LOCATION OF TV JACKS 4 PHONE OUTLETS t FANS TO BE VERIFIED ■ HOMEOWNER PIE -CONSTRUCTION MEETING. ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT - PROTECTED PER ELECTRICAL PROVISIONS OF FBCR TTH EDITION (2020) 4 NEC 21012 2011 EDITION. • 20 AMP DEDICATED LAUNDRY CIRCUIT. GFI on ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 5® OK I INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MI5O13 FBCR 1TH EDITION (2020). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR TTH ED (2020). • ALL WOW TO COMPLY WITH ELECTRICAL PROVISIONO OF.THE FBCR 1TH ED (2020). •.ALL LAMPS SHALL BE SELECTED BY BUILDER AND 13% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE IMS p,,Ep�jR1'+Y L RVATION (RESIDENTIAL ENEY EFFICIENCY) 2020. 1th EDITION R404.1 J BDRM.#1 / r �/ PRE -WIRED / CLG FAN i I_ -.-. -� /�L��J _ - J1.. . S/CO \ILL SWITCH-1 IN CABINE IT BATH —1 Cr GFI L — _ L GFI 6% I I I� =-- W.I.C. \\ �'I Prr SINK DW OUTLET — \ FOR DW T �"�` VP L r KITCHEN LAUN., I— T PAN,,GF I ����ili — V -- `^ RANGE GFI L I l -Gri yBDRM # HOOD WIRE W/ �q OUTLET FOR -t7 FUTURE MICRO / _ I PRE -WIRED LJ CLG FAN BDRM. 3 . — f I R A I \ L \ I I I PRE -WIRED _. -- -- I• CLG FAN \ I GFI CAI H S I 44'AFF. 44'AFF. (WH 1 P.S- FOR QD I GARAGE \ — — �l. I DOOR '(oL.o \ WALL MOUNTED BOLLARD LIII CONE) LIGHT W/SWITCH IN B DG. ATTIC PER CODE - BATH2 ® 1 III AV _ S/GO v - - / \ GFI a $ / CLG. KEYLESS OUTLET z METER BDRM. 2 FIXTURE VIEL ERIIFFY DYER IRRIGATION ; LOC. , OUTLET is 48' A.F.F. -- ENTRY GFI PRE -WIRED — — GARAGE CLG FAN /TT o. _ �o COVERED ; LANAI CEILING—.I �_ � I MTD. LIGHT TO SE INSTALLED, v PROVIDE J-SOX FOR PRE -WIRED OPT. FAN CLG FAN \ ® DINING I o; LIVING ROOM CLG FAN / \ \\ I I r/— FOR -` — - — ----------- OPT. - COACH LIGHT ELECTRICAL) PLAN SCALE. 114" = 1'-0' PANEL: 8/16 wp crt. breaker FEEDER :3-#1CuTHWN&1-#6Cu(G)in1112"C,OR WP Panel MAIN - A VOLTAGE: 120 / 214U V -1 Ph MAIN: 1 bO Amp M.C.1:3 3- #210 AL THWN & 1 - #6 Cu (G) in 1 1/2" C. Wire Pole Bkr Description Watts Circuit Circuit Watts Description Bkr Pole Wire #12 1 20 Exterior Receptacle GFI for TUG 1200 1000 1 3--� 2 4-- --"j- Space #12 2 20 Irrigation Pump Space " 5 E. 5304 A/C C.UA 35 2 #8 Space 7 8 PANEL - A PANEL: 42 crt. breaker VOLTAGE: 120 / 240 V FEEDER: 3- #1 CuTHWN & 1- 96 Cu (G) in 1 1/2" C. OR 3- -1 Ph MAIN: 150 Amp M.L.O.. #210 AL THWN & 1- #6 Cu (G) in 1 1/2" C. Wire Pole Bkr Description Watts Circuit 1 Circuit Watts Description Bkr Pole Wire u12 #12 1 1 20 Small Appliance Iboo 1 2 8000 Range 50 2 #6 20 Microwave 1 Hood GFI 1800 3 4 r, #12 1 20 Small Appliance . 1500 5 6 4500 Water Heater 25 2 #10 1 20 Refrigerator 1500 7 8 #12 1 20 Dining Room Lights and Receptacles AFCI 1500 10 1200 Disposal GFI 20 1 #12 #12 1 20 Bath #2 GFI Receptacles 1200 12 1500. Dishwasher GFI 20 1 #12 #14 1 15 Foyer /Hall Bed. #2 & #3/ Bath #2 Lights AFCI 900 r13 14 5000 Dryer GFI 30. 2 #10 #14 1 15 Using Room, Lanai Lights AFCI 900 16#14 1 15 Kitchen and Pantry Lights & Rcpts AFCI 9c0 18 1500 WasherGFI 20 1 #12 #14 1 15 SD& GO AFCI 900 20 1000 Garage Door Opener GFI 20 1 #12 #12. 1 20 1 Laundry / Bed #4 / Den AFCI 1200 21 22 1200 Garage Lights and Receptacles GFI 20 1 #12 Space 23 24 900 Bedroom #1 AFCI 15 1 #14 Space 25 26 900 Bathroom #1 AFCI 15 1 #14 Space 27 28 9W Exterior Lights and Recept GFI 15 1 #14 Space 29 30 1000 Irrigation controls only 20 1 #12 Space 31. 32 Space Space 33 34 Space Space 35 36 Space #8 2 35 Space A/C AHU 1 (Heater 5 KVA at 651% 5525 37 39 38 40 Space Space -. 41 42 1 Space. Load subject to demand factor calculations / line 16wo 27600 Load subject to demand factor calculations I line Demand Factor Calculations: ABBREVIATIONS: AFCI: ARC FAULT CIRCUIT INTERRUPTER NC: NON -COINCIDENT LOAD GFI: GROUND FAULT INTERRUPTER Total load subject to demand factor 436D0 ' First 10000 watts at 1000% 10000 Remaining watts at 40% 13440 Total A/C load 10829 LOAD CALCULATION IS BASED ON AfC NON -COINCIDENT LOAD Total Connected Load Watts 34269 FT,;I Am s (watts / 240:volts 1 142.8 General Lighting & Receptacle Load Total A/C Square Feet 1 1828 General Lts &. Rec 3 W / Sq.. Ft. 1 484 Hi -Hats 1 at 65W/Li ht at 100%0 1 65 Total General Lights & Rec (Watts) 1 5549 Ckts# watts/ckt Totalwatts General Lts & Rec Panel A 1 91 6171 5549 Reviewed for Goal -- — — — —_ ' Compliance L° Universal En9meenng ° Sciences m I L I LED LIGHTING SINGLE LAV. LED LIGHTING BATH 02 DOUBLE LAV. BATH 01 PROVIPE 3'7/0 CU, THWN + P6 CU IN2' CONDUIT OR 3 44/0 AL, THWN + 1% CU N 2' CONDUIT OR 2/0 AL. S.E.R. (CONDUIT TO TERMINATE ABOVE SOFFIT • OVERHANGJ 150 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL_ NOTES: A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 1144 EDITION (2020). LOCAL CODES, AND ALL LOCAL POWER COMPANY RECr1)IIEMENTS. B. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS NOTED OTHERWISE. POWER COMPANY TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT,i PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 h COPPER (CU) IN 1-1/2" DIA SCHEDULE U•J0 PVC CONDUIT OR PROVIDE 3 42/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE 16 PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. COMBINATION SERVICE 150 AMP DISCONNECT SWITCH AND 120/140 VOLT M ELECTRIC METER IN I PHASE NEMA 31111: ENCLOSURE MLO PANEL 150A/1P MOB TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS CABLE TELEVISION SERVICE ENTRANCE EQUPMENT 104 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR 1TH EDITION (2020). 5/8" 171A X a FT LONG COPPER CLAD GROUND ROD 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 wwW. abdesigngroup.com AA #i 0003325 r i S1U73:. T '< z r F T: CREEKSIDE PHASE 2 LOT #26 PROJECT# 04321.200 026R1 MODEL• 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: ELECTRICAL PLAN 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA MAR 19 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 03 17 2 SCALE: 1/4•'=1'—cl-F SHEET i I �_ i C� L E C1 r i A.A.V, TUa -,--2' , TO CO MAIN CLEFT) <ITCHEN SINK w/ AUTO VENT 1- 1/2' VTR 1 f� CO r 1 1 TO MAIN (ALTERNATE RIGHT) PLUMBING R we zi AA S i Reviewed for Code Compliance Universal Engineering Sciences ER DIAGRAM 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 I! PH: 321-802-3591 www.abdesigngroup care AA #: 0003325 0 09 m.; a9 S 3DIV. Je LOT.REEKSIDE PHASE 2 LOT #26 F JECT21.200 026R1 EL• 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: f, PLUMBING PLAN w N` 160 MPH EXP C . ARCHrrECT STATE OF FLORIDA E MAR 7nnn1 MICHAEL C. ANDERSON AR NO 17306 PRINT 21 17 DATE: 03 / / PLUMBING PLAN SCALE: 1/4 =1'-0" SCALE: 1/4 = P-0' SHEET e —T rE I LANAI I � II 9' I I� 12X12 12X12 i_•_7 I LIVING ROOM DINING OWNER'S SUITE .ROOM 10X6 10x6 L � 120 CFM II 7 14 1OX6 10X6 CFi" I 120 CFM _ 8X4 5 CFM — — = 50 — CFM 0. 8x4 I -- 6 5�FM W.I.C. Li , - ax4 45 GFM II i I I 'i 10X6 LL 120 CFM - -- II II , i KITCHEN 45X4 M°I CFM 10X6 i5 CFM � L � F 5, — — H L!L �� 12XI& 11TEI ITT --12XS ASS 3 M a�i_ I DEN BDRM LOUVER 4' PLANTATION — 190-04 218'11 6 J 10x& MAX AIR -i5 CFM 584.15 CFM — I �I L..I RAI 5' I 12X8 � ul u-- p MECHANICAL PLAN SCALE: 1/4 = V-0' R-VALUE SCHEDULE FLOOR SLAB ON GRADE R-0 EXTERIOR WALLS CMU - INT INSTIL R-4.1 FRAMED WD '- ADJACENT R-13 FRAMED WD - EXTERIOR R-13 CEILING UNDER ATTIC R-30 Reviewed for Code Compliance Universal Engineering tu Sciences 011 SU13TUi .' .a` a: e CREEKSIDE PHASE 2 LOT #26 PROJECT# 04321.200 026R1 4 MODET : 4EBB VA "1828—CALI" GARAGE SWING: RIGHT PAGE: 3 I� MECHANICAL-, PLAN 160 MPH EV--,, Ia< PRINT DATE: 03 17: SCALE: SHEET w�e M1 ER FLR. FAN 1/2' CLCx. V DRYWALL ECURE BT. — 'LATE TO SLAB V 106 MASONRY AIL a 32' O.C. iAX IN. FLR. 2X4 TOP PLATE 2X4 WOOD STUDS 624' O.G. 156 SLAB NOTE: STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16" O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 2411, O.G. TYP. INT. WALL (NON- B RG. SCALE. 3/4' = I' -O' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER m TYP. ELEVATIONS o_+4. VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0" FIN. FLR. 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 3 5/5, OR INSTALLED iN WALLS RECEIVING UPPER/ 5 3/8, LOWER CABINETS BOTTOM AND TUB/SHOWER 25 CHANNEL GA- METAL TO BE (25 GA.) [FLOOR INSTALLED IN ALL SECURED OTHER WALLS. STUDS TO GONG TO BE SPACED 16" W/ O.G. AT 2ND FLOOR 3/4' PAF 4 WALLS ADJACENT TO TO WOOD STAIR WELLS AND FLOOR W/ BATHROOM WALLS W/ 1/4" WOOD TILE FINISH SCREW WOOD BASEBOARD_ 1-STORY FiNISH FLOOR TYP. INT. WALL METAL STUDS 1A� (NON-BRG.) D1 SCALE: I/2'=i'-0" 5/5' GYPSUM BOARD 7OR I/2' HIGH STRENGTH CLG. BOARD � p�r=J_BVATION__� " SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS ® 24' O.C. S' CMU 1/2' GYP. WL. BD.— WOOD BASE BOND BEAM SOLID GROU1 W/ (I)- "5 (2) COURSE FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905-I.I. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT "" DI/A. SLEEVE, O NOT CUT EBAR IPE- i DO NOT GUT 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 o'-0' FIN. FLR. ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 7TH EDITION, SECtiON R301.13 AND 16095.1. W/ WINDOW OPENING B TYP. WALL SECTION t' NO OPENING NOTE: METHOD TO BE USED FOR THE 1-STORY HIP BLOCK WALL INSTALLATION OF ROOF SCALE: 3/4'=1'-0' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020'ITH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT. FIBERGLASS SHINGLES—\ WITH UNDERLAYMENT AS PER FBCR 805.1.1. 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 911 MA; CAULK MID SEAL GAS LME I �' PVC SLEEVE FOR GAS LINE a lU 112' GYP. UL. CD. wDOD CASE 2B GAS LINE THRU BLOCK D1 SCALE: L12'•1'-& 2X4 SPF 24' O.C- MAX.—� SECURE W/ (2) 12d NAILS o EA. END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS -STIFFBACK AT ALL UPRIGHTS PER STRUCTURAL DETAILS -PRE-ENG WD.TRUSS PER ELEVATION ////// CONY. 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 R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFER STRUCI Ix2 P.T. STRIPS 1/2' GYI WOOD 1/1' THICK, 2 COAT - PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY CsALV. STEEL .--....:.. TRACK BRACKETS FASTENED TO WOOD JAMB PER PRODUCT GALV.STEEL -- APPROVAL REa VERTICAL TRACK I MU BY MAUF. FASTENED TO ROof TRACK BRACKETS UI/ PRODUCT APPROVAL REa CORdER BEAD a, CMU SEE STRUCTURAL FOR REINFORCEMENT 2x6 P.T. WD ATTACHED TO FILL CELL AS PER PRODUCT APPROVAL REQ. SEALANT / BACKER ROD WEATHER STRIP MOULDING ALL AROUND (BY DOOR MANI.F.) OVERHEAD DOOR BY OTHERS GARAGE DOOR JAMBS SCALE: 1 1/2' =1' -0" FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNi. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 9 2x FASCIA PER Ax. ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNi. SECURE PER FASTENER SCHEDULE ON SHEET SNI. FIRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS Reviewed for Code 1B Compliance Universal Engineering Sciences CMU ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCU= 1-16 IN ACCORDANCE WITH FBCR 2020 NTH EDITION, SECTION R301.1.3 AND 16095.1. n W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE 1-STORY GABLE BLOCK WALL INSTALLATION OF ROOF SCALE: 3/4'=1'-0' UNDERLAYMENT IN ACCORDANCE WITH FBCR S05.1.1.1 OF THE FBCR 2020 7TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE 11 OR ASTM D4869 TYPE III OR TYPE iV UNDERLAYMENT. Note: WALL FENESTRATION FLASHING PER FBCR 103-4 - Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of Water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply With AAMA -11. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 500 or ASTM C1�20 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C12SI, AAMA 812, or other approved standard as appropriate for the type of sealant- Fluid -applied membranes used as Flashing in exterior walls shall comply with AAMA -114. The flashing shall extend to the surface of the exterior wall finish. 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www. a b d es i g ngrou p. co m AA #: 0003325 SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #26 PROJECT* 04321.200 026R1 MODEL: 4EBB "1828-CALM" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C ARCHRECT: STATE OF FLORIDA MAR 19 2021 " MICHAEL.C. ANDERSON k AR ;� 017305 c: rrcaar ` DATE: 03 17 21 SCALE: 1/4"=1' — 0" SHEET Di TOP: 2X6 P.T. • CENTER OF DOOR HEADER SECURED W/ (I) 1/2' X a' J-BOLT ` W/ 4' MIN. EMBEDMENT W/ 2' X 2' X 1/01 WASHER 4 NUT OR W/ (2) 1/2' X a, ANCHOR BOLTS 111/ 4' MIN. EMBEDMENT 2' X 2' X 1/0' WASHER 4 NUT SECURE 2x4 ON - FLAT TO BLK W/ MASONRY NAILS. SIDES: �- 2X6 GARAGE DOOR BUCK SECURED W/ (5) 1/2' X 8' J-BOLT OR ANCHOR BOLTS, W/ 4' MIN. EMBEDMENT, W/ 2' X 2' X 1/8' WASHER 4 NUT. (U WITHIN 8' OF TOP, (1) WITHIN 8' OF THE BTM, (3) EVENLY SPACED. 11 J IJ NOTES: ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHER SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR 1 BUCK ATTACHMENT D SCALE: IA'•I'-®' Ix4 P.T. OR 5/40X4' MIN. SECURE THRU FRAME 4 EXTEND 1-1/4' INTO . BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1-1/4' WITHIN 8' OF EACH END 4 IS' O.C. MAX SPACING 8' CMU 1/2' DRYWALL 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" WINDOW TO BLOCK +3/4" OR +5/4" 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 IV O.G. MAX SPACING. 2X6: CEO SECURE TO BLOCK WK2)3AW TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 11149 WITHIN 8' OF EACH END 4 10' 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' O.C. MAX SPACING. a' CMU 1/2' DRYWALL 1'X4' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +1 1/2" B)WINDOW TO BLOCK +1 1/2" 2X4: lZI SECURE TO BLOCK W/ 3/16' TAF'GONS (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) 3AW TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN W OF EACH END 4 18' O.G. MAX SPACING. 2X8: CEM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. —� a' CMU ❑ 1/2' DRYWALL I'X4' 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" C)WINDOW 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 0- O.G. 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 10' O.C. MAX SPACING. 2X8: MCI SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/41) WITHIN 8' OF EACH ENp 4 18' O.G. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/I6' TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK. 8' CMU ❑ 1/2' DRYWALL 1'X4' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +2 1/4" D WINDOW TO BLOCK +2 1/4" 2X4: IZI SECURE TO BLOCK W/3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN W OF EACH END 4 V O.C. MAX SPACING. 2X6: CEM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 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 1/47 WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 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' OjC. MAX SPACING. 2X6: CEO SECURE TO BLOCK W/(2) 1/4' TAPCONS (MIN. SHANK SIZE .145 MILL HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 8' CMU WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 1/2' DRYWALL ❑ 2X8: CEM I'X4' SECURE TO BLOCK P.T. NAILER W/(2) 1/4' TAPCONS DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN O' OF EACH END 4 18' O.C. MAX DOOR JAMB OR WINDOW SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3" E DOW.TQ BLOCK +3" M. 2X4: IZI SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN W OF EACH END 4 IS' O.C. MAX SPACING. 2X6: CEM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 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 ENp 4 IS' OiC. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/16' TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK 8' CMU 1/2' DRYWALL ❑ 1'X4' P.T. NAILER DOOR CASING 2ND 2X SECURE TO STRUCTURAL - MEMBER W/(2n2d WITHIN 8' OF EACH END 4 6' TO 8' O.C. MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER NOTE: SHIM AS NEEDED TO PLUMB MANUFACTURES DETAILS. JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3" F, WTNDOW TO BLOCK +3" J u � 8' CMU ❑ 1/2' DRYWALL I'X4' r-1 V P.T. NAILER 1/16' OBB. 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: SECURE TO BLOCK W/ 1/4' TAPCONS (MIN. SPANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE OUTSIDE 4 SECURED 2X6: CEO THROUGH NON-STRUCTURAL SECURE TO BLOCK 3/I6' TAPCON MIN. 1-1/4' WK2) 1/4' TAPCONS (MIN. EMBEDMENT INTO BLOCK SHANK SIZE -145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 8' CMU WITHIN W OF EACH END 4 18' O.G. MAX SPACING. 1/2' DRYWALL 2X8: ® I'X4' SECURE TO BLOCK P.T. NAILER W/(2) I/4' TAPCONS I' P.T. X W MIN. (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') DOOR CASING WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3 3/4" H WINDOW TO BLOCK +3 3/4" Reviewed foi Code Compliance bu Universal Engmeenng Sciences CMU W p .::.: • 7/' DRYWALL w IX FURRING X w RIP 2XI0 TO DOOR 8-1/81W FRAMING HOLD FLUSH TO INTERIOR FACE OF DRYWALL ENTRY DOOR BUCK Vl-EQUIREMENTS s. 2194 H WY A1A. SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 44 SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #26 PROJECT* 04321.200 026R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C ARCHfTECT STATE OF FLORIDA MAR 19 2021 MICHAEL C. ANDERSON AR NO 17305 DATE: 03/17/21 SCALE: 1/4"=1' — 0" SHEET D 2 41 NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PREFORMED CONTROL JOINT__ FLANGE OF CONTROL JOINTS TO BE WIRED TIED TO LATH * 9' O.C. MAX (VERT.). NCTE- 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 • 1' O.G. MAX VERTICALLY 1 7 i' THICK, 3 COAT CEMENT PLASTER WRB LAYER 42, FOR:TINEER BUILDING PAPER APPROVED METAL LATH FASTENED a1' (VERY.) O.G. MAX AT SUPPORTS WRB LAYER 01, STUCCO WRAP WOOD BREATHING OR 1/16' ZIP SHEATHING SYSTEM NNSTALLED PER LATH SHALL NOT BE CONTINUOLIS 6' TO a 6' TO e THROUGH CONTROL MIN. MIN. JOINTS BUT SHALL BE STOPPED AND \ TIED AT EACH SIDE. PROVIDE 2X4 BLOCKING PER ASTM 01063 \ PLACED FLAT MAX. W TO 8' FROM CONTROL JOINT WHEN NOTE: \ \ � / ST CONTROL JOINT FALLS ON L FASTENERS FOR LATH TO BE NAILS OR STAPLES IN COMPLIANCE W/ ASTM C1063 2. WIRE TIES TO BE (NO. 18) 0.0415' WIRE 3. BLOCKING SHOWN MAY BE IN ADDITION/ \ TO WALL STUDS REQUIRED PER PLAN (D" M 3$ TYPE CONTROL JOINT O1. FOLD INWAM • PT. A ®I. FOLD INWARD • FT. A 2. CREASE • PT. B .. 3. CREASE • PT. C •.TT•. NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES e•r SHINGLE ROOFING I DRIP EDGE. OVERLAP EXTEND 1/2' WI_ SHEATHING, MECHANICAL FASTEN 4' OG. M, ® I. FOLP INWARD • PT. A 2. CREASE • Pr. B FOLD • 45• � ' I. FOLD INWARD • Pr. A 2. CREASE • PT. B 3. CREASE • PT. C 4. FOLD M. C OVER PT. 5 TILL PT. C TOUC14ES BOTtOM FLANGE a L_ BOTTOM 1 FLANGE L WATER TIGHT SEAL. FOLD, Qp NQI CUT. THICK 3 COAT CEMENT PLASTER (FRAME), 112' 2 COAT DEMENT PLASTER (CMU) WRB LAYER 42, FORTIFIBER / BUILDNG PAPER (FRAM ONLY) / WRB LAYER 01, STUCCO WRAP(FCAm ONLY) /—LAP LAYERS OF 15UILPINEW ~ OVER NAILING FLANGE, STOP WRD B li' ABOVE SHINGLES (FRAMEI ONLY) :. FRAME OR CM1 EXTERIOR C!Y]FAIIAI I q(`DCFr] \ 5x5 WALL FLASHING p 6 C KICK -OUT FLASHING (SEE \ DETAIL) a1 FASCIA WRAP d2IE INSTALL KICKOUr FLASHING AT BOTTOM CF ROOF A WALL INTERSECTIONS APPROVED BUILDING WRAP ALL BE LAPPED A MINIMUM OF r2l . VERTICAL LAPS (ROLL S) 4 6' • HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED LATH VERTICAL LAP TO BE 1' WITH FORT15 SHEATHING TAPE / \ 1" MIPL LAP a METAL LATH \ X X X X I L X X METAL LATH WRB LAYER M, / : �STUCCO WRAP 6 MIN PAPER LAP BELOW ONLY / WRB LAYER 62, FOR FIBER/ NBUILDING PAPER 'I 1' MIN LATH LAR4" OVER ALL LAP 2 PAPER LAP SCALE: 11/2' • I'-19' � I�I�KOUT WATER TIGHT SEAL (BEND OR SOLDER DO NOT CUT) NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES VERTICAL LATH & PAPER DETAIL WOOD STUD° SHEATHING - NOTE: LAPS OF METAL OR 1/16' ZIP SHEATHNG SYSTEM (INSTALLED PER MANUF.9PEC8.) PLASTER BASES SHALL BE SECURED TO BUILDING — FRAMING MEMBERS. PAPER THEY SHALL BE TIED BETWEEN SUPPORTS WITH 0.0415-IN. (121-MM) STUCCO — WIRE AT INTERVALS NOT MORE THAN 9' (229-MM). AS PER ASTM CI063. >jey,­E. i' THIGH 3 COAT CEMENT PLASTER METAL LATH WRB LAYER V, FORTIFIBER BUILDING PAPER WRB LAYER w, STUCCO WRAP WOOD SHEATHING OR 1/I6' ZIP SHEATHING SYSTEM (INSTALLED PER M,kNLF. SPECS.) 6' MIN. LAP LAP- LATH LAP ®PAPER FOR REPAIR OF TEARS HORIZONTAL LATH IN MAYBE PATCHED TEARS & PAPER DETAIL W/HOUSE WRAP TAPE PER MANUF. SPEC. OR PEEL 4 STICK Z , Z R7Mi c N ROOF CEMEN NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES 7/16' ZIP SHEATHING SYSTEM ( INSTALLED PER WWIP.8F 6941bo OR CMU WRB LAYER 01, STUCCO WRAP (FRAME ONLY) THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2" 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB E TAPE OVER ROOF/WALL SCREED 5'X511 IIL" TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS (:5 „ L„ FLASHING ) N.T.S. 4'x4' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE 4e WRAP MATERIAL) OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE I' OR LESS PIPE PENETRATION CUT AND OVERLAP ONE SIDE OF ' SELF -ADHERING MEMBRANE FLASHING STEP M 1 INSTALL FASTENERS (CLIPS, l STRAPS, STAPLES) AS — REQUIRED TO SECURE PIPE/ WIRE TO FRAMING _ — I I SECTION NOTE: IF ZIP SHEATHING SYSTEM 15 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES 3>� �IFIE N.T.S_ 6'xb' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER 4'x4' SELF-ADHERINIG MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE CUT AND OVERLAP ONE SIDE OF STEP +"2 EA514DHERINGMEMBRANE WRB LAYER h, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH Ill SELF -ADHERING MEMBRANE FLASHING OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EMEND ONTO PIPE 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO ONTO PIPE PIS �i%N CONT. BEAD OF SEALANT INSTALL APPROVED HOUSEMAID AIR INFILTRATION BARRIER OVER SHEATHING ELASTOI'ERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYP WALL SECTION) 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. N TRAY I ON DETAIL (FRA(I ) Reviewed fol Cone. Compliance ED Universal Engineering Sciences LEGEND DR4INAGsE PLANE (UJR5 LA41 ER #1) STUCCO WRAP) UJRE3 L)A�rER 02 (FORTIFIBER — — — — — — BUILDING FA ER) METAL LATH x x x x STUCCO WOOD OR i/1roII ZIP WALL SHEATH INS SELF-ADHESIVE FLASHING - — — NOTE: METAL LATH: LATH TO 5EF'ER SECTION R103.7.1 / A5TM C-I541-14a, MIN. 2.5 LE3s. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFLCATIONS) L HWY A1A, SUITE301AN HARBOUR BEACH,LORIDA 32937 H: 321-802-3591 w. a b d esi g ngro,u p. com AA #: 0003325 SUBDIV 77 7L"C3T % CREEKSIDE PHASE 2 LOB' #26 PROJECT* 04321.200/026R1 MODEL.• 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C �CHffECT: 3TAT OF FLORIDA 4 F% f; MAR 19 2�21 MISI,t L C ANDEF"I / 'a' �0 177�t joc PRINT 03 17 21 A DATE: // SCAT :1/4"=1'-0" SHEET /T Y Y AI 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 A JOINT ALL AROUND HOODED VENT J' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 42, FORTIFIBER BUILDING PAPER WOOD SHEATHING RYER VENT I LEGEND DRAINAGE PLANE (LURE LATER 1*1, STUCCO WRAP) WR LATER #2 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO _ J WOOD OR -I/16" ZIP WALL y, SHEATH. ING SELF-ADHESIVE FLASHING -- NOTE: METAL LATH: LATH TO BE PER SECTION 1,-1ID3.1.1 / ASTMI G-54-I-14a, MIN. 2.5 LBS. PER 5a. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH 6" SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT 6 TOP 4 SIDES 9 DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' F PIPE THROUGH WALL 6" 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. ELEC. METEF VERIFY LO AKt__A I V STUCCO SCRATCH COAT 4 1 COAT OF PAINT W15ACK- ROLL PRIOR TO ELEC. METER INSTALLATION METER FIELD =Y LOCATION Y STUCCO SCRATCH COAT AND ONE (1) LAYER. OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLENDFOAM °� �� "t cam' 1 " SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES �O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER "I, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH 1 NO MEMBF% ENTERS E APPLY TO F E APPLY E-Z BEAD — OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS STF '*1 ST F #3 •O.O.O.0 .o a. •O O. a ,. ., ,. ,. ., o ,. c .0.0.0 c WOOD SHEATHING WRB LAYER "I, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER METAL LATH WOOD — 1/0' TEXTURED CONSTRUCTION ; �FINISH s WOOD 11 FASTEN TO WOOD STRUCTURAL i MEMBER a 7' Oic. MAX 8' CMU Ye' TO J¢' MID -WALL WEEP SCIeED 1 W WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING TEXTURED FINISH s MASONRY HORIZONTAL WEEP SCREED (FRAME TO BLOCK) NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES I WRB LAYER 01 STUCCO WRAP CUT "X' INTO SELF -ADHERING x MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB Reviewed for Code LAYER M Compliance Universal Engineering P3 Sciences TEF APPLY 60 MIN GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP WRB LAYER "I, STUCCO WRAP SELF -ADHERING El MEMBRANE FLASHING WRB LAYER 02, FORTIFIBER BUILDING PAPER 5T E F #.4 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH ( ) ELECTRICAL RECEPTACLE 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www. a b d es i g ngro u p. com AA #: 0003325 BXMDIV. & LOT: CREEKSIDE PHASE 2 LOT #26 PROJECT# 04321.200 026R1 MODEL 4EBB "1828-CALI" GARAGE SWING: I RIGHT PAGE: WALL ASSEMBLY DETAILS 1 160 MPH EXP. C ARCHRECT STATE OF FLORIDA MAR 19 2021 MICHAEL C. ANDERSON AR NO 17305 DATE 03/17/21 SCALE: 1/4"=1'-0" SHEET LEGEND DRAINACxE FL, (WRP LATER #1, STUCCO WRAF') WRB LA1rER *2 (FORTIFIBER - - - - - 5UILDINCz F'AFER) METAL LATH x x x x STUCCO WOOD OR -1/16" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING - � 2 1 /2 11 L 14B1CORNER BEAD CORNER BEAD (FASTENER 8 SPACING a I" O.G.) CMU 1/2" THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO M,45ONRY (�O B]LOCK Reviewed for Code 91 Compliance Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 1 SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #26 PROJECT# 04321.200 026R1 MODEL: 4EBB "1828-CALI" GARAGE STfMG: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHrrECT. STATE �OF FLONDA /1//' Zf ,. � ytTi • r •�. ►• DATE 03/17/21 SCALE: 1/4"=V-0' SHEET III 2x6 SUB -BAND x ` W/1 "x4" NOTCH x END, WRAPPED IN PEEL d STICK METAL FASCIA WRAP DRIP EDGE I` r; • � x i/S" TEXTURED I FINISH im WOOD I `� 2X6 SUB SAND 1/2" TEXTURED FINISH a CMU METAL FASCIA 1 WRAP Y8" FROM STUCCO, 1" FROM WOOD WALL `EXTERIOR WALL � 1 (FRAME OR CMU) >< NOTE: NOTCH FOR 2X(b � ROOF KICK OUT REMOVED SUB BAND ONLY FORFOR CLARITY ROOF DECK (BEYOND) DRIP EDGE, 1" OFF WALL VNOT INTO STUCCO) \� I 1-1/5" TEXTURED FINISH 6 WOOD, 1/2" TEXTURED FINISH e CMU 2x6 SUB -BAND W/1"x4" NOTCH a �4N IN, END, WRAPPED IN PEEL 4 STICK gFLAN A METAL FASCIA WRAP 1' OFF WOOD WALL. SUB BAND 2" OFF WOOD WALL 1/8' TEXTURED FINISH ® WOOD, 1/2' TEXTURED FINISH m CMU METAL LATH WOOD SHEATHING OR CMU WRB LAYER "I, STUCCO WRAP (FRAME ONLY) WRB LAYER "2, FORTIF15ER BUILDING PAPER (FRAME ONLY) ROOFING CEMENT DRIP EDGE METAL KICK OUT NOTE: IF ZIP SHEATHING PLEASE SEE MAr PROCEDURES PRE-ENG'D TRUSS TO BE GUT W WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4"x4' -m" SCABBED TO TRUSS W/12d NAILS 6"-S" O.G. MAX. 2x SUB -BAND W/V2"x4" NOTCH 6 END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL @ WALL SUB BAND DETAIL OP WALL W/KICK-OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WIV22"x4" NOTC14 a END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY Reviewed for Code Compliance Universal Engineering Sciences FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF- SET OF COMPONENTS) SU13DIV. 8a LOT: CREEKSIDE PHASE 2 LOT #26 PROJECT# 04321.200 026R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS: L160 UB-BAND MPH EXP. C ARCHrrECT METAL FLASHING, WRAPPED STATE OF FLORIDA DRIP EDGEVE BOTTOM OF [A� 2x SUB -BAND W/lY"x4" NOTCH g END, WRAPPED IN MAR 19 2021 PEEL 4 STICK MICHAEL C. ANDERSON AR NO 17305 *ROOF CEMENT a ROOF EDGE PRINT DATE: DATE• / / OMITTED FOR SCA3LE:1/4"=1'-0" CLARITY SHEET WAIG I 'v T r00 12,4„ )'-4 1 T-4„ '-4„ 17,4„ 10'4 10,: FM-12X12 16'-0" N 40 � 4„ CONC. cm, X W LL SLAB X 0W I� LL rn �I LL *3 1/2" El — — — — — — EXTEND 1 FM-12X18 SLAB 1 1/2" I I I 1.1 o'er TOP OF iv SLAB f` �I cc I 'I I Ali L. IN Lu- 7 3 1.1 L•J I I 1 I CI g 00 0 7) O a V F— n 1.1 I 1 col X N U- W I I I �I I co a m co 00 19'-01, 5-13" 15l 8„ 4" PVC 1 1.1 o Q CHASE TE-1 -4" CONIC. N SLAB I -5 1/2" ° 4 2'-8' ._I 1 T-8" T p 5 3-0"` _ SLAB I 1.1 I I {I o Wj - 00 XI CM N W U i 0 O LL I � I � 1 EXTENDbo -c 4 11 SLAB 1 1/2" 2 CONIC.� LLI co F 121$ 1.1 I SLAB a. I N g N U W *3 1/2" aI I � � 51 /2„ 3,_5,, �'i1/2" ---- 0 2-71/2" 1 1 1.1 °? 1.1 1.1 F M_12 X 18 J — FMC-12X18 — — FM-12X18 FMC 12X18 — — — — — — o 4 4 1.1 1.1 10' 2„ 3'-10" 2'.8" 16' 0„ 2'-8' 14'-0" 21'4' 4'4' I I 39'-8 FOUNDATION PLAN SCALE: 1/4" = 1 -0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS: 2. TOP OF FINISHED SLAB SHALL BE+-0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +44% SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES, TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.'jJINDICATES #5 BAR, EIINDICATES #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 3-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB THICKNESS REINF. 6x6 W1.4xW1.4OVER REMARKS GENERAL 3 1/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS, SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. -- SHORT LONG T.O.F. TE-1 8" SEE PLAN 10" - (2) #5's - (+)0" 0" FM-12x12 12" CONTINUOUS 12" - (2) #5's _ + 0 -0" FM-12x18 12" CONTINUOUS 18" (2) #5's - (+)0 -0" FM-16x18 16" CONTINUOUS 18" - (2) #5's - (+)0 0" FMC-12x18 12" CONTINUOUS 181, (2) #5's I - VARIES F-24x24 24" 24" 12" s 5S I - 1 (-)0"-4" Reviewed for Code - Compliance - Universal Engineering Sciences SECURE STRAP T❑ A/C SIMPSON WB CONIC. W/ UNIT ROLL STRAP❑R (2) EQUAL 2 EACH TAP —CONS AP—C❑NS CORNER OF UNIT CONC. SECURE STRAP TO SLAB UNITS W/ (2) #Bxl 1/4 SHT MTL SCREWS A/C CONNECTION TO PAD DETAIL 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 14 SVBDIv: Z LOT: CREEKSIDE PHASE 2 LOT #26 PROJECT* 04321200 Z026R1' MODEL: 4EBB "1828-CALI" GARAGE SWING RIGHT PAGE: ^mm FOUNDATION PLAN 160 MPH EXP. C� ARCHffECT STATE OF FLORIDA MAR 1, 9 e'2 i MICHAEL C. ANDERSON AR NO 17305 I SPRINT DATE: 03 17 21 SCALE:1/4"=1'-0" SHEET Z STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND } SPACING REQUIREMENTS Cc H CIO C) 00 00 J 2 _ Z 8" CMU WALL OCD <o Co ° � d LABISCHEDULE SEE S r L NNNN- _XT. PORCH SLAB 4" CHAMFER (1-STORY) N/ 1/2" ISOLATION 6" CHAMFER (2-STORY) JOINT (WHERE L • a 4PPLICABLE) Z SEE SCHEDULE FOR WxD, BAR SIZE N AND BAR QUANTITY BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" 1 EXTERIOR MONO -FOOTING SCALE: 3/4"=V-0" 2"CAPPED GALVANIZED PIPE W/FLANGE @ BASE 0 M SECURE FLANGE TO SLAB /3)1/4"X21/4" TAPCON 1 BOLLARD 5 LAP P PLATE A MIN. OF 48" AND N W/ 16d COMMON NAILS, 2- W, 4" O/C BTM. LAP TO OC RSOVER STUD 2x4 OR 2x6 WOO FARING — WALL W/ SYP No 2 UDS SEE VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCK? PLANS FOR SPACING. INGLE RE B . PLATE TO BTM. PLATE TO BE PT. LA d MASONRY NAIL PROVIDE DBL TOP PLAT TAGGERED. IONAL METAL NECTORS NOT QUIRED WHEN NO UPLIFT IS PRESENT. SEE SLAB SCHEDULE + 0 0' TOP OF SLAB • a SEE SCHEDULE FOR WXD, BAR SIZE D BAR QUANTITY INT IOR FOUNDATION OD WALL 9 SCALE:3/4"=V-0" (NO LIFT) A STEEL REINFORCING IN GROUTED Q a CELL SEE PLAN FOR SIZE AND O } - SPACING REQUIREMENTS ~ Q L1 fry 00 J O rn 8" CMU WALL o M CIDz + 0 -0„ TOP OF SLAB " VARIES o SEE SLAB SCHEDULE TOP OF GARAGE a EXT. PORCH SLAB 4" CHAMFER (1-STORY) W/ 1/2" ISOLATION ° 6"CHAMFER (2-STORY) JOINT (WHERE • i SEE SCHEDULE APPLICABLE) z FOR WXD, BAR SIZE AND BAR QUANTITY 01 EXTERIOR MONO -FOOTING 2 GARAGE SCALE: 3/4"=V-0" LU LU III 0 I NEW REINF. BAR O'a SECURED W/2-PART a < I EPDXY. MIN. EMBED _j Q 8", UNO FOLLOW ALL MANF. 2 ¢ SPECIFICATIONS FOR = M I USE AND PREPARATION OF (3 � HOLE. LU J o.. Q (h o' Q. 4Q 4" CHAMFER (1-STORY) 6" CHAMFER (2-STORY) ADDING BAR TO MONOLITHIC FOUNDATION 6 SCALE: 3/4"=V-0" STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS a Q LU OAQ co p � 8" CMU W o Z - l * �y SE SE LAB SCHEDULE Z z h :E "ISOLATED" COLUMN PAD CENTERED UNDER WALL AND POURED MONOLITHICALLY WITH FOUNDATION AND SLAB SEE SCH ULE ".FOR WXD, BA SIZE AND BAR QUAN TY MBINED EXTERIO MONO- OOTING AND COL. P 30" MIN. EACH WAY MONOLITHIC FOOTING Fl— tj- 11A —FMB— Q r CORNER BARS, SAME SIZE AS LARGER BAR Ld LU IN IN FOUNDATION WITH 30 LEG EACH LU WAY AT ALL CHANGES IN DIRECTIONS CD (n SO THAT THE STEEL REINF. IS CONTINUOUS MATCH AMOUNT OF CONTINUOUS BARS ILL CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE M FOUNDATIONS WHEN TRANSITIONS ARE MADE FROM HAVING DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO MONOLITHIC FOUNDATION CORNER BARS DETAIL AP TOP PLATE A MIN. OF 48" A NAIL W/ 16d COMMON NAIL 2-ROWS.4" O/C BTM. LAP T CCUR OVER STUD 2x4 OR 2x6 D BEARING WALL W/ SYP No 2 STUDS SEEP S FOR SPACING. SINGLE BT PLATE TO BE PT. PROVIDE DBL. OP PLATE SIMPSON SPH4 OR SPH6 BTM AND TOP PLATE ANCHORS W/ 1Od x 1 1/2" COMMON NAILS FILL ALL HOLES, DC NOT USE 1Od x 3" o" OF SLAB SCALE: 3/4"=V-0" /BLONG G SLAB W/1/ LPFJXY 5-1/22" EMBED. MIN. @ 16" OC STRFNGTH SLAB SCHEDULE EQ. EQ. SEE SCH ULE FOR WxD, BA IZE AND BAR QUANT INTERIOR CURB FOUNDATION WOOD WA SCALE:3/4"=V-0" (W/ UPLIFT POURED LINTEL CONT. (TYP.) 0 1, ._0; 8" CMU FILLED CELL (TYP.) SLAB 2X WALL FRAMING 1/2" DIA. SIMPSON STB2 BOLTS 5" MINIMUM EMBEDMENT INTO GROUTED CELL, 4" FROM ENDS AND 16" O.C. VERTICALLY MAX INTERIOR FRAME BRIG WALL TO BLOCK WALL CONNECTION SCALE: 3/4"=V-0" RECESS AROUND GARAGE DOOR OPENING LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. LAP TO OCCUR OVER STUD 2x4 OR 2x6 WOOD BEARING - WALL W1 SYP No 2 STUDS BEE PLANS I OR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SCALE: 3/4"=V-U" VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCKING SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL 16" O/C STAGGERED. / ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO UPLIFT IS PRESENT. LUSEE SLAB SCHEDULE c a EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY INTERIOR CURB FOUNDATION WOOD WALL SCALE: 3/4"=V-0" Reviewed for Code Compliance Ey Universal Engineering Sciences (NO UPLIFT) 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 . PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUDDIV. & LOT- : CREEKSIDE PHASE 2 LOT #26 PROJECT* 04321.200 026R1 MODEL: 4EBB "1828-CALI", GARAGE S WING: ° RIGHT PAGE: DETAILS j 160 MPH EXP. C �.: " NT ) Sgq1P " - , ' 4r FDA z �v MAR 19 2021 MICHAEL C. ANDERSON AR NO T7305 EMENNENI PRINT DATE: 03 17 21 SCALE: 1/4"=1'-0" SHEET E 36'-0" CREEKSIDE PHASE 2 LOT 2F # T PROJECT# 04321.200 026R1 MODEL• 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE:It DOWEL 3 PLAN 1-�0 MPH EXP. C TIE VERTICAL REBAR TO HORIZONTAL REBAR W110" HOOK GROUTED BOND BEAM f VARIES PER ELEV. y� ° a ,J. °. T CL ° J Rl < 0 ICLEAN OUT REQUIRED p� FOR INSPECTION m w v CD co I 0'-0" FIN. FLR. TIE ERTICALREBAR ° TO HORIZONTAL ° REBAR W/ 10" HOOK 4 Z LU A � � c� U a HORIZONTAL/VERTICAL REINFORCING SCALE: 3/4"=V-0" z ¢a ❑ y mw U V J (n O Fo 0 M EXT. PORCH SLAB W/ 1/2" ISOLATION JOINT (WHERE APPLICABLE) Z 6" PVC CHASE C N THRU FOOTING BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" 1 STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 8" CMU WALL +-0,. + 0',0" TOP OF SLAB J TOP OF SLAB SEE SLAB SCHEDULE w ° BAR SIZE 4 3 BAR DIA. >a ° 4" CHAMFER (1-STORY) #3 18' Cl) U 6" CHAMFER (2-STORY) #4 24 a �— MATCH STEEL #5 30' ° REINFORCEMENT PER SCHEDULE #6 36' 6"PVC CHASE THRU FOOTING MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR WxD, BAR SIZE - PER SCHEDULE AND BAR QUANTITY PVC CHASE 4 THRU FO TING SCALE: 3/4 _V-0" CMU UNIT DIMENSIONS ® ARE NOMINAL SIZES MASONRY SYMBOLS 3 SCALE: 3/4"=V-0" Reviewed for Code Compliance Universal£ngineenng Sciences 3 .ia L sysDIV. 8e ]LOT: CREEKSIDE PHASE 2 LOT #26 PROJECTS T..z 04321.200 026R1 s MODEL: f 4EBB "1828—CALI"o-. ARAGE SWING - RIGHT as PAGE:, t, ,a I� DETAILS a t60 MPH EXP. Cam= ARCHrrECT: STATE OF FLORIDA " MAR 1 9 2�21 ,t uICHAEL C. ANDERSON a; AR NO 17305Ar ' RIN 03 1 DATE:: � / , SCALE:1/4"=1'—O" SHEET FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 1 Od x 1 1/2" HDG NAILS, CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1 Od x 1 1/2" HDG NAILS; WOOD TO, WOOD: SIMPSON H1 OA 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 FINALTRUSS 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 @b 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 Or-0",FINISH FLOOR. UNLESS NOTED OTHERWISE: BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TO OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = ZERRMABBREVIATIONS E.E. = EACH END, O/C'',= ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT OP OF SLAB MARK DESCRIPTION f'c (psi) SIZE W'xH' REINFORCEMENT STIRRUPS F EMA� KS gTM. TOP I MID SIZE SPACING BB1 MASONRY 3000 $x8 — (1) #5 I GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES 8F16-1T/01`v0B w * I 1 1 0 ♦ GT f 4 1 0 ♦ 4 0 1 1 y 1 �_ �� 1 ;L_--------- _------71 — — — — — — 8F16-1T/0M/0B — N 1 ,S 2.1 8F 16-1 TlOM/OB 1 ♦ 1 8F24- ♦y♦ ♦♦♦ 11T/OM/0 B� 1 1 ♦ GT �, 1 1 1 ♦♦ � 1 1 � 1 1 % � ' 1 m 1 CD 1 �1 1cc t ; 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 � 1 1 1 1 1 ' ' 1 ' ' to ' o' 1 �1 1 2 1 co I Reviewed for Code LL 2.1 1 1 Compliance 1� 1 001 Universal Engineering 1 � 1 ' Sciences 1 1 ' ' 1 ' ' 1 UNO, PROVIDE BB1 WHERE 1 ROOF TRUSSES BEAR, TOP 1 1 1 OF WALL EL. 8'-8", UNO. 1 1 1 1 1 1 � ' � � 1 1 it 1 ' 1 � ' 1 � 1 1 ` 1 1 � ' � 1 1 1 1 1 1 � 1 8RF6- ` 1 1 1 T/0M/0B 1 5,-4„ 1 1 1 � ' 1 1 GT ' 1 r 8F8-1T/OM/OBE i___--_—____.y 1 1 8F16-1T/0M/0B 1---_---� ` --- 1 1 1 8F24 MIN.-1T/OM/1B 1 T-4„ BTM: OF LINTEL @ 7-0" ABOVE FINISHED GARAGE SLAB LIFT BEAM PLAN S LE: 1/4" = V-0" 2194 H WY A1A, SUITE 301 INDIAN HARBOUR REACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SU BDIV. BG LOT. CR KSID Fj PHASE a= F' LOT #26 2ROJECT* 04321.200 026R1 MODEL• 4EBB 5 "1828-CALI" , 1-ARAGE SWING: RIGHT PAGE: LIFT BEAM PLAN AND NOTES 160 MPH EXP. C ARC nECT MAR 19 210a MI0'!AE7_L. C. ANDERSON AH �N�O 17305 Ian PRINT DATE: 03 17 21 SCALE: SHEET S 2 #5 CORNER BAR W/ 30" LAP FOR EACH 11 COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK— � J 30" TYPICAL #5 BAR IN BOND BEAM CORNER 1 REINFORCING OF BOND BEAM SCALE: 3/4"-W-0" e NOTES TO THE INSPECTOR/CONTRACTOR TYP.8'1 1#5 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING X� PLACE STEEL HEIGHT. O REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8"x16" 5. SHOULD THE �P�� COURSE OF BOND BEAMBIOND BEAM COINCIDE S OMITTED AND A LIIN EL IS PLACED- THE SWITH A LINTEL THE OTEOM BOND BEAM 1#5 REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE / TOP OF THE LINTEL g" I. 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16"DEEP. BEAM W/ (1)BON5 BAR BOND BEAM / �\QA� Q EACH COURSE Ca 8x8 BOND BEAM TOP OF • F OQ��XN F = FILLED W/ GROUT W/ (1) #5 BAR BOND BEAM O U = UNFILLED GROUT SOLID FROM ALTOP S1X0� NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL. BEAM COURSE SEE NOTE 5 - 16.1 � 1 M/O B LIN PRECAST CONCRETE T 1 1 LINTEL W/ F #5 BAR WIDTH MASONRY SON RY NOMINAL�� LENGTH OF BAR =WIDTH OF /'1 R i Q� HEIGHT #0F#5'S,TOP OPENING-2 BEAM DESIGNATION IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR THAT XFXX - 1 T/1 M/0B INDICATES A DOUBLE BOND BEAM /#OF #5S, BOTTOM 8x8 PRE CAST CONCRETE AND. XFXX - 1T/OM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER IT IS THIS. ENGINEER'S INTENT TO PLAN FOR LOCATIONS AND XUXX - 1T/1 M/0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP OF OPENING LINTEL AND XUXX - 1T/0M/0B INDICATES A: SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2x4 (MIN 2 X 3) 1-3/16 - — PCON OR DRIVE PIN ( MIN S K SIZE.145 MIN HEAD WINDOW SIZE . MIN EMBEDMENT 1 1/4") 8" FR EACH END AND 18" O.C. MAX. 1-1/4" EMBEDMENT 2x6 (MIN 2 X 3) 2-3/16 TAP PRE -CAST 13 1/4 OR DRIVE PIN (MIN SHANK WINDOW SIZE-145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 1/4") 8" SLOPE FROM EACH END AND 18" 0 a; O.C. MAX. MIN 1-1/4" M EMBEDMENT 2x8 (MIN 2 X 3)2-3/16 ' TAPCON OR DRIVE PIN (MI SHANK SIZE.145 MIN H SIZE .300 MIN EMBED I N 2X4 SOLID BLOCKING 1/4") B" FROM EA AN SECURE TO SHEATHING W/ 18" O.C. MA 1 1-1/4 MIN. 2-12d PER BLK. EA. END EMBED 7/16" OSB SHEATHING TYPICAL MASONRY WINDOW CMU WALL SILL CONSTRUCTION 4 ARCHWAY FRAMING DETAIL scALE:11/2"-1'-0� 5 SCALE: 3/4"=1'-0" Reviewed for Code Compliance ' 91 Universal Engineering Sciences SINGLE #5 CORNER\ BAR, 30x30 TURNED UP OR TURNED DOWN INTO FILLED CELL STEEL REINF. OF BOND. BEAM PROVIDE #5 BAR STEEL REINF. OF \BEAM BOND. BEAM CHANGE IN ELEVATION OF BOND SCALE: 3/4"= 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH:321-802-3591 www. a b d e s i g n gro u p. co m AA #: 0003325 I I I a 1MV EEKSIDEHASE r 2 OT #26 ]PROJECT* 04321.200 026R1 ' MODEL• 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: f 41 DETAILS IN 3 L160 MPH EXPO C " ARCHn'ECT: STATE OF FLORIDA MAR 192021 3 I'v A y Y ✓ 03 / 2117 IPRINT DATE: SCAME:1/4"=1'-0" SHEET S2e1A I I III' r "LIDI T'S CONCRETE" / 11 SAFE GRAVITY LOADS FOR 8" PRE AS T & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LE1�1GThl 818 8/8-OB /1 -1T/ B /20-lT/0B l24-1TlOB /28-1T/0B /32-1T10B 8/8-113 /1 -1T! B (20-4T/1B /24-1T(1B /28-1T/1B /32-1T/1B 3'-6'' PRECAST 1436 952 114 4217 5321 6426 7531 2465 1 33 6385 7708 9031 10000 4'-0" PRECAST 1065 700 305 11 3125 3945 4765 1 5587 1961 51113 7192 6524 7627 8751 4'-6" PRECAST 819 533 1770 2400 3033 3666 4300 11 1625 743 7547 6752 6541 7565 51-4" PRECAST 931 1247 19991 2560 3123 3686 4249 1319 460 7196 7342 5780 6259 5'-10° PRECAST 817 1024 1631 2090 2549 3009 3470 1161 3693 5877 6036 6548 5776 6'-611 PRECAST 692 1139 3227 3031 3707 4383 5061 1139 3227 4598 7054 10000 8825 T-6° PRECAST 570 938 2498 2205 2698 3191 3685 938 2498 3408 4864 7067 6472 V-4" PRECAST 428 633 1593 2204 2481 2818 2621 639 1674 2298 3081 4099 4899 10'-$" PRECAST 388 487 124 1767 1904 2163 2028 550 1407 1897 2781 3222 3784 11'-4" PRECAST 330 544 131 1742 2252 2868 3630 544 131 1742 2252 2868 1 3552 12'-0" PRECAST 308 507 1211 1596 2048 2586 3191 507 1210 1596 2048 2586 3171 13'-4" PRECAST 270 433 104 1365 1732 2157 2535 414 1046 1365 1732 2316 2605 14'-0" PRECAST 254 388 978 1272 1606 1988 1 2279 390 978 ` 1272 1606 1950 2389 14'-811 PRESTRESSED N.R. NR NR NR NR NR NR 458 107 1429 1824 2277 2712 15' 4" PRESTRESSED N.R. NR NR NR NR NR NR 412 1014 1340 1703 2118 2513 17'4" PRESTRESSED N.R. NR NR NR NR NR NR 300 85' 1121 1413 1739 2047 " 19'-4PRESTRESSED N.R.. NR NR' NR NR NR NR 235 736 959 1200 1467 1716 21'-4" PRESTRESSED N.R. NR NR NR NR NR NR 180 590 833 1038 1168 1468 22'-0" PRESTRESSED N.R. NR NR NR NR NR 165 #NR 784 992 1203 1381 24'-0" PRESTRESSED N.R. NR NR NR NR NR 129 a50 654 824 1 1014 1147 BAST-CRETE" / SAFE LATERAL "QUALITY" LOADS FOR SAFE LOAD TABLES SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE PLF LOAD SAFE LOAD- POUNDS PER LINEAR FOOT LENGTH TYPE 8/8 PLAIN 8/8 SOLID TYPE LENGTH 8/8-1T 8116-1T 8/20-1T 8/24-1T 8128-1T 8132-1T 8/8 2T 8/16-2T 8/20-2T 8124-2T 8128-2T 8132-2T T-6" PRECAST 689 1024 3'-611 PRECAST 1569 3524 4394 5263 6132 7001 1569 3524 4394 5263 6132 7001 4'-0" PRECAST 514 763 4'-0" PRECAST 1363 3060 3815 4570 5325 6079 1363 3060 3815 4570 5325 6079 4'-6" PRECAST 398 591 4'-6" PRECAST 1207 2582 3375 4043 4711 5379 1207 2707 3375 4043 4711 5379 51-4" PRECAST 411 411 5'-4" PRECAST 1016 1806 2374 2944 3513 4064 1016 2276 2838 3399 3961 4084 5'-10" PRECAST 340 339 5'-101, PRECAST 909 1499 1971 2443 2915 3387 929 2080 2593 3107 3620 4133 6'-6" PRECAST 410 721 6'-6" PRECAST 835 1201 1578 1955 2332 1 2709 835 1868 2329 2790 3251 3712 7'-6" PRECAST 303 534 7'-6" PRECAST 716 900 1181 1462 1743 2025 727 1624 2025 2426 2827 3228 91-4" PRECAST 192 384 914" PRECAST 454 586 767 1 948 1129 1310 572 1318 1643 1969 2164 2519 10'-6" PRECAST 151 301 10'-6" PRECAST 356 468 612 755 899 1042 504 1180 1472 1763 1710 1989 11'-4" PRECAST 132 417 111-4" PRECAST 430 406 530 653 777 872 466 1042 1372 1643 1470 1710 12'-0" PRECAST 111 370 12'-0" PRECAST 383 366 476 587 698 783 440 940 1300 1560 1314 1 1476 13'-4" PRECAST 82 298 13'-4" PRECAST 396 45 396 780 780 1057 05 31 1312 1071 07 20 1203 14'-0" PRECAST 71 293 14'-0" PRECAST 278 609 378 717 717 961 961 19 1192 975 975 1133 14'-811 PRESTRESSED N.R. 283 14'-8" PRESTRESSED 239 1 422 506 626 746 865 246 1 663 980 1237 1474 1715 15'-4" PRESTRESSED N.R. 252 15'-4" PRESTRESSED 224 387 464 574 684 793 230 616 908 1134 1353 1572 17'-4" PRESTRESSED N.R. 183 -4 17'" PRESTRESSED 187 6 365 1 587 680 192 0 56 720 501' 1135 1312 19'-4" PRESTRESSED N.R. 148 19'-4" PRESTRESSED 162 266 348 430 513 595 166 429 1 623 803 950 1098 21'-4" PRESTRESSED N.R. 125 21'-4" PRESTRESSED 142 219 308 381 454 527 142 373 537 690 816 943 22'-0" PRESTRESSED N.R. 116 22'-0" PRESTRESSED 137 290 359 a79 497 137 358 358 513 659 779 900 900 24'-0PRESTRESSED " N.R. 91 24'-0" PRESTRESSED 174 245 302 360 418 124 319 455 581 687 793 - ALL VALUES TAKEN AS THE LESSER FROM "SAIPE LOAD TABLES" BY QUALITY 2018 EDITION, LOTT'S MAY 2015 AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INST LLD PER MANUFACTURES SPECIFICATIONS PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 19-0130.13 - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING Reviewed for Code Compliance 93 Universal Engineering Sciences L2.194Y A1A, SUITE 301ARBOUR BEACH,RIDA3293721-802-3591designgroup. com#: 0003325 SUBDIV. b CREEKSIDE PHASE 2 LOT #26 PROJECT# 04321.200/026R1 MODEL: 4EBB "1828—CALI" GARAGE: SWING: RIGHT AGE: r' SAFE LOAD TABLES 160 MPH EXP. C ARCHrECT: STATE OF FLORIDA MAR 19 2021 MICHAEL C. ANDERSON AR NO 17305 AF- PRINT DATE: 03 17 21 SCALE: 1/4"=1'-0" SHEET S2.2-A FRAMING NOTES; 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9)'110d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2 HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3 ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS: 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL' FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" °x 2 7/8" LONG, WITH WASHER Ca 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 03-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. 14. BOTTOM CHORD BRACING, DIAGONAL BRACING AND GABLE END BRACING SHOWN ON THE FRAMING PLANS AND DETAIL ARE DRAWN AS A DIAGRAMMATIC PURPOSES FOR MINIMUM SPANS AND MAXIMUM SPACING. THESE DRAWINGS ARE INTENDED AS A GUIDELINE FOR CONSTRUCTION AND DO NOT NECESSARILY REFLECT ALL ACTUAL CONDITIONS THAT MAY ARISE IN THE FIELD. FIELD CONSTRUCTION SHOULD CLOSELY PARALLEL THE BRACING DIAGRAMS WITHIN THESE MINIMUM AND MAXIMUM TOLERANCES. ADJUSTMENTS IN THE FIELD ARE ACCEPTABLE FOR FIELD CONDITIONS SUCH AS INTERFERENCES WITH TRUSS WEBBING, SHEETING ETC. IN SITUATIONS WHERE THE DIAGRAMS LOCATION AND ACTUAL TRUSS WEBBING CONDITIONS CONFLICT, THE CONTRACTOR SHALL PLACE THE DIAGONAL BRAE ADJACENT TO THE TRUSS WEB AS CONDITIONS ALLOW. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 L$,S SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS; AND ATTICACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3: TRUSS COMPANY / ENGINEER 1S RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 1 4. AVOID PLACING A TRUSS PERPENDICULAR TO A,, STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE OLUMN. GIRDEF W/2X6 1 CHORD TRUSSES W/2X4 - BOTTOM CHORD SC kC2x4 SS ENDJACKRDW/MI ERE APPLICABLE NAILS F BNAI OTT H EACH ED TO DIAGONAL (4)10d BRACING/BOTTOM CHORD BRACING CHORD CONNECTION A DISSIMILAR BO TO CHORD BRACING ® END scAjLr: ITU TRUSSES W/2X4 GIRDER/TRUSS BOTTOM CHORD I I W/2X6 BOTTOM CHORD 2 v� U CJIA, n n EJ3 II I A �- 4 CJ1A b M 1A GT D3G1 1A 3.1 ti 3.1 D2 I - CIO ti1�1 U o o I D1 LED co CJ1 u u - if _�_ �9<<� _u__ n u u n p I 7 u CJ1 N-®il I II CJ3 = u n u n n - u g u u u u u u = CJ3 0 II II II II II II II II II II II II r CJ5 = n n n u u I n u n u u u n n == CJ5 B. 2 U O O o m o N O @) LL 0 -jZ Z U O am 0 O am � CJ O O 09 m O TRUSSES W/2X4 `N BOTTOM CHORD OLL Z ZU O 'm O DIAGONAL 2x4 SCAB NAILED TO IAGONAL U BRACING/BOTTOM TRUSS BOTTOM CHOR BRACING/BOTTOM CHOFOR RD BRACING FORE (4) 10-1 NAILS CHORD BRACING EACH CHORD '. CONNECTION I I DISSIMILAR BOTTOM CHORD BRACING ® MID RUN CONNECTORSCHEDULE CON FROLDATE 01/2J/2020 M:TPR USP SIMPSON MHek USP SIMPSON DES. JPLITT GR4VNY DES Ulu, GRAVITY MOVIE HER FPSTENER NSP 1618 162E MFYP-16 }9511 (81 U0[%]]/2"1PLY.(1) IM 2-PLY, fMBEDN" (R)10L x d 112I-PLY, (61160 2 PLY, EMBEDa" (2)ETA 16-18 2a3B (21 MTA-16 IS. (12110d x11/DL PLY, EMBEDS" (10)ERE 411/2 I -PLY, EMBED4" FIX ID 1870 HFTA-16 1R10 (10)1.d X1]/2",B)1W 2-ILY, EMBERS " (9) FOR x 11121 PLY, (8) ITT ONLY, FMBEO I" ETA, 20 FEAT Hf TA•20 .Bl" (10110d x 11/2", UN IDS 2-PLY EMBED (9)10dRI1/271-PLY,(8116tl 2-PL1, EMBED4" EG H IA-2D 2430 (21 HETA-20 2035 (12110d x1 Uz•,a-0Lr, EMBSDn" (10)EDE IT 2/2"I PLY,AMRROI" Is. ``II 1. 2.PLY, E�.I8fD4' - (]21622-PIY,ENBE04' � LUGT-2 165E LIST-2 188E BLf IS) 1/Tx3'WEdg B"K A,chor, WOODFIG tOtl p1-1/4"X11/4" TRfN;WCOD06116d z LUGId 3380 L6RSD52 9480 (()Nl: (4)31%s WetlBe Bolla An4nOrs, WC!]OI121 W52S (]2)SD5III "x3"TO GIRDER, (4)3/8'Y.S MIEN XD IO WPLL DHTA 2D 2a3B DETA420 2480 11.)-10tl%11/2,I PLYALTERNATE USE OF (2) HTAOGACCEPTABLE (18)-10dxll/2.1PLYALTERNATEUSEOF(2)HETA-20ACCd PTBUP MUGTIS+ 3945 MGTFE 396E (1)5/B"ATR:IN(11GH STRENGTH EPDXY (MIN 12" fMBEO),(22) 1M TUMOR) (1))/A"ST.R. IN HIGH STRENGTH EPO%Y(MIFIvEMB f 011)) ING NOVUGT2s �q5]5 HGT-Z+ 10690 WOOD NI) 10d, M 45 DN BY (2) 3/4"AT.R (2)3/4'A.T.R, IN NIGH STRENGTH EPO%YIMIN I2"EMBED) 1)777. 0 H UGTI. 58 E0 HOT 3♦ 106. WOOD(8) III MASONRY(215/4'ATR (2)3/4"ATR. IN HIGH STRENGTH fPO%Y(MIN 12" SMBNO)Il I11Rl FORWILECID LPTA 1510 PARALLELTDWALL 1470 PERPENDICUTARiO WAl4. 111 1210 PARALLfLTOWALL 1210 PERPENpNURTO I, (1011Dd x 11/2' (IF)IRS .t l.1/2" 11- MUGTIS 394E VGI SFS" (1)LOB A.T.R. 1N HIGH STRENGTH EPDXY (MIN.12'EMBED),FIT 1M IOP/(6) ROD FACEN 12) FOR BACK OF TRIPS (T)S/8"0.Y-.0 IN HIGHSTRENGIHEPDXYIMIN. 12"FMBEB)O HUGT YS/5 (21 NOT SETS (2)5;I8"A:CR. IN HIGH STRENGTH EPDXY (MIN. 12' IN HE 0),(8110, (2)5/8"AT.R. IN HIGH STRENGTH EPDXY (MIN 12" FMBF01(3215U51/4'xAA" MTWl2 965 MIS 12 EDO ( I I, xl1/2,(]d)SM (]a)IBR X11/2" HTW16 145E Hi5.16 1318 116)1 F, X 111, AIR) WE t16)FLY %vj2^ HTW 20 IS. HIS 20 3310 (24) 100 X 11/2'.1201100 24) Bid X13/2" ITW 24 IN,, HT52a 1310 (2,11 III X 11/2". 120111)c I2)ICHIP YI III LSTP 12+t NED LETA TI ERE (10)1A' (10)1W DUA 18++ 123E LSTA 18 - 1235 (14)1. (l I 31M MSTA184+ 1310 META 18FEE IS,, u41 ERB (14)1W MSTA MA 1. MSTA24- 1650 (Is) JOB µ.)PUB MSTA-30++ 206E MMA30++ 2050 (22)10d 1 22)1W M11A36++ 206E MSTA ED- 10511 CXRIES I26).'.. M, KSTI236 2765. MSTI 36 BE. (36)10H%1112". (BE)]Od%Il/2- KT51248 ST. M51 FAD .ED. (48)30d%11/1, 1 I48)BOB X11/2- LRAR PRO H6 1055 (16)8,x 1if, ",1 ).) IB) Ed TO PLATES, (9)SKI TOSTUDS SPT4 8I5 514 025 (6) LOB TO 51 UDSrb) 1M TO PLATE I6) ION!x 1 TIC TOSTUDS MP3I 525 IN IF@1 tWti A34 430 (4)kd111/2 IOIBFAM,(4)M111/2"TOPOST. (4)MX11/2-TO BEAM, (4180x1112IONTR HFCPL AEG HIPP 1. (1Oj 10tlx11/2" OTRU35, (1011W.X11/2"TOPWTE 12)10d X1]/2" RESA 1020 HID4 1. GPEDdx.11/2"T6TRUSS,(BPOL%11/2'TOP1ATE I81Dd'Xl1/2^ NPUA115&11b1A 4175 YOT&HELP I94D I79)1Dtl TOTHU6.(FIT WES WOOD SCIfWSTO(USTW/SO'Tx RFPOED ROD' IT.)dill VHV N. TO WOOD, (10)'SD51/4'K22/2"W/THREAD DROP, (2)UTS/WASHEW2PLY MUGT15&PF04A 4175 CST &HD2B 494D (28)10d TO TRU5S,FRUIT WS} WOOD SCREWSTONSTW/5/87HREADED ROD (16)-SOS 1/4"x9"TO WOOD(3)3/4'STUD BOLTS WITIF REACH O ROD, Z)NUTSEWASH EW2PLY. PA. 253E 6II5 A"J 44Z 23W 7I50 (1)5/8"A.T. R, IN H RUE SI BE MGT IT F PDXYa I MIN. 7' EMBED) W TONG, 112) 16 TOWWb )5/9A TIT. IN HIGH STRENGTH EPDXY, I MIN.]"EMBE D)IN (NET, (12) WTO WOOD PAU66 245E 1600E ABU 66Z 21W 13205 (1)5fe"AS.R.IN IGH SIRE, THE O%Y(MIN2" EMBED) INCONgp2HOOSOW000 (1)5/5'A.T.R. IN HIGH STRENGTH EPDXY, (MIN 9" EMBED) IN TOXIC, 112)1BE TOW00D CR39+++ LONG LT1$+++ 1310 (1)0)a"P-1 R. IN IGH STE NGEH EPDXY)MIN. 1'NA1ED)INCONG,RUIOLTOW0011 US/4" AT PIN NIGH STRENGTH fEMY,(MIN, T' EMBNP) IN ONC,(BILL TO WOOD: V1 ¢. LTS20B+4i 11W TT20B+» 15W (1)B/0"A.T.R. IN IER STRENG I"EPDXY, 1fNIN.I" fM SERI IN LANE,(1D000 x 11/2 TO WOOD (1).2/2 A:Iaft . IN Y IGH STRENGTH EPDXY, (MIN. T' EMIRS D) 1Y OINC,(ID) MTO WOOD X HTI45 41NE HR4 4155 (1)5/0" A. T.II. INIGH STRENGTH EPDXY(MIN.]" EMS ED) IN CONC,(18) FEEL X 2112' (USIA "A:IR. IN HIGH STRENGTH HENRY (MIN I" EMBED) INC REM, (2CY X 21/2 AU $ HIIIS 500E HTI5 1090 (1)OR ATR. IN FILE STRENGTH EPDXY (MIT 7- EMBED) IN CONC,(26) INd: X 2 FEE' (U.B/R"A.(R. IN HIGH SI RENGTH EPDXY (MIN P' EMBFO) INS INIC , (FEE 1 tlX 11/2 a IIPHOII+ 1a395 O2 .E+ T.SDs 11810 (III"AT.R. IN HIGH STRENGTH EPO%Y,(MIN.10"EMBEDI INCDNC..124 W53.WOODSCRfNS (3)1"AT.R.IN HIGHSTRENGTH EPDXY IMIN. 10"EM8E0.)IN CONC.�(24 DSW"43N"WOODXRE WS PHpi4 E525 X DJB b6S5 (I13/8"AB. IN XI H STRENGTH EPDXY,(MIN T" EMBED) IN CONS µ4)WS3 WOODXREWS (1)EYE" A.BJN HIGH STRENGTH EPDXY, (MIN, 7-EMBED)ry ONC,(313 " STUDBOLTSTOW00D 10%B EDIT NC TUD WCCED (1,1/8"A.B: INM NN6 NFM35Xl2U 25W »30 MBHA 3.56/11.25 34I5 5330 WiTM MM5F1/Rill GO EMBEDC NOT LESS THANFROM EDGE OF CAL RA/3,WO IEXI (IY3/-OLF OLT 'MNIFFOR RE QW/TN 55THAN4'FRDME EDGE C60NCW ATHEIST Di'%ABOLT 54fEVI ANCXOR OREO W/MIN S"EMBEOINSTALLED INFACE(]a)1W AflOISi. (])]/I,(MIN.. IN 6.75' MS EMBEDMENT) CM(MIN. CE, S"dMBEDM EPDXY,(MIN.ti.IS"fNBEDNENI)IVCM.O FACE, (18)IW iO Yl)IN GM EAM 111Y)P (])d/4"A. i. P. LV NIGH STRENGTH Husal2lT 36I5 3I]O 1D0% IlIC411 w000) .2635 343E pW% 3220(13E%1 Q3®I. ILL TO x EAD6. pDI FDA TO WOOD (10) EAR TO H BADER, (101 16d TO WORD 3325I125%I a.1 6 Z HIN]OIFICMU ) 1950 308D n atom GNU) 1600 4500 14' x3"" WEB SCREWS, N0 IDS TO. (i 1 / I W'�IU USP (20). 16"'T4PPf R+, (lOf1W TO WOOD l (1B)1/ax2-3/a_TITEN (9 PER FIANGE)IOCMU, (l0)103IDW OD: I Nb2I0-21F(CMUJ 1950 3080 HllCd10.2 (C,HU) 3800 5500 ( 7/4 a3" 535CRfW5, 110110d TO 'TIT USP(20)3p6"TAPPER+,uR101TOWCXNI 11811/P'%!d/4"TDFN IN PER FLANGF)i00JU.N0)iW IO 000 H D210-31F(CMU) 2T95 501E HUC21tr3 (TMUI. I8D0 45W (1${1/4 Y3W53 YRfN5 (lD)10tl i0 W®PO. USPR013'IG TAPPER I011W iOW00D (18)1/4%2-314'NTEY I9 PER FIANCENTOCMU,(10110tl TOW 00 LGUM262 211E SBEG LGUM262-5 1430 .SEES (AMOK%4" Wetle B01t An CTOrl WOODµ)WS3 WOOD SCREWS (413/8x4TITEN HDANCHOR5(2 PER FIANGEITO CMU(411/X2 ]/25 SCREWSTOWOOD 4 � U Od 00 m CD N O @J LL J J _ Z U 0 Ma Q W Q 11 EJ7A 1B GT 3 E I I 6 3.1 - - A6I s f l PRE-FABRICATEC ROOF TRUSSES @ 24" O MAX - ----- �--17=71 717- I I I ! I{ a ) I I I I I I I I I I I I I m-= 22 x54 I ATTIC ACCESS 1 I I I I 1A Bi I I I I I I I 3.1 A3 1A 1A ( I 3.1 I GT I A5GE LLJ 3� L "'S?h S4Vin C1 _ w NY,B1 S-SIJP- - o-=72- _ L ]&eAN FRAMING PLAN SCALE: 1/4" = V-0" 1 Reviewed for Code 91 Compliance Universal Engineering Sciences L HWY ALA, SUITE 19 30a AN H RBOUR BEACH, FLO DA 32937-802 3591H: 3.1 .abdasigngroup,cum AA #: 0003325 svBDIV. & LOT: CREEKSIDE PHASE 2 LOT #26 PROJECT* 04321.200 026R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: FRAMING PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA - 'F MAR 1 9 11 MICHAEL C. ANDERSON AR NO 17305 PRINT 03 17 21 DATE• SCALE: 1/490=19-011 SHEET S 3 ENGINEERED WOOD TRU SE PLYWOOD SHEATHING, SEE @ 24" O/C, SUBMIT HOP "ROOF/WALUFLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH PLYWOOD SHEATHING, SEE (1) SIMPSON HETA16 (9) 10d x 1 2" NAILS TO TRUSS "ROOFANALUFLOOR TRUSS ANCHOR WI H NOTE: A PT SYP #2 2" x 4", B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH SHEATHING 1' (9) 10d x LZ NAILS O 6", 8" x 4'-0" MAY BE ADDED (12) 16d x 1 2" NAILS TO TRUSS FASTENER SCHEDULE" GIRDER. PROVIDE 5' W/ 1Od NAILS, 2 ROWS, 3" DBL STRAP, 1 EACH SIDE WRAPS UP AND MINIMUM CONCRETE O/C TO FACILITATE ONE OVER TRUSS (NOT SHOWN) EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: A PT SYP #22" x 4". CONJUNCTION WITH ACCOMMODATE GIRDER (16) 1 Od x 3 4" NAILS TO GIRDER AND 6", 8" x 4'-0"rMAY BE ADDED HEAVY UPLIFT TIEDOWN REQUIREMENTS. (2) SIMPSON HETA16 TRUSS ANCHORS W/ 1 OdNAILS, 2 ROWS, 3" CONNECTOR WITH (12) 16d z 3 2" NAILS TO GIRDER O/C TO FACILITATE ONE I ADDITIONAL PLY MAX. TO A-(1) SIMPSON LGT3-SDS2.5 GIRDERTIEDOWN ACCOMMODATE TRUSS 1x2; 2x WOOD FASCIA a WITH (4) a" x 5" TITEN HD TO CMU AND (12) SIDS ANCHOR REQUIREMENTS. SEE ARCHITECTURAL 4" x 2 z' TO GIRDER 2x SECURED W/(3)16d B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH GALV. COMMON NAILS. ENGINEERED WOOD (2) 2" x 5" TITEN HD TO CMU AND (18) SIDS 4" x 1x2 SECURED W/ 10d TRUSS, ES @ 24" O/C, 1z2, 2x WOOD FASC A 3" TO GIRDER GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH 12" O/C FOR REVIEW 2x SECURED W/ (3) 6d i„ 2" x 5"TITEN HD TO CMU AND (18) SIDSa x 3"', AND APPROVAL GALV. COMMON NA LS. �(2) MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) 1x2 SECURED W/ 10 BEAM ARE GROUTED GALV. COMMON NA 12" O/C LS ENSURE THAT CELLS SEE SCHEDULE' SOLID, 8" EACH WAY OF BOLTS MASONRY BOND BEAM SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, 1430 LBS (2 OR 3 PLY) ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) ALLOWABLE UPLIFT - 8885 LBS (2 PLY MIN:) C ALLOWABLE UPLIFT = U:2705LES ( PLY) TYPICAL TRUSS/ ROOF q C� SCALE: 3/4TYPICAL 1 1 �'i SCALE: "" GIRDER CONNECTOR(S) 'Za `Zb L' SCALE:3/4"=V-0" GIRDER CONNECTOR(S) a e , NOTCH DEPTH 1/4*D HOLE EDGE >5/8" HOLE DIAMETER <2/5*D SGL. STUD OUTER 1/3OF SPAN ONLY —HOLE EDGE>5/8" BTM. HOLE DIAMETER PLATE <3/5"D DBL. STUD STUD NOTCHING AND BORING LIMITS SCALE: 1 1'/2"=V-0" 6-0" MAX (W/1 X4) OR 10'-0" MAX (W/2X4) K n # 1100UPLIFT SIMPSON HTSM20 W/10 1 Od TO TRUSS AND (4) 1/4' x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W110 1Od TO TRUSS AND (4) 1/4" x 21/4" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM - TITEN 2 ANCHORS MIN. 2" COVER & 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR SCALE: 3/4"=V-0" (2) 2X4 No.2 SYP DIAL. BRACE W/ (3) 12d @ EA. TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0 0 TO 30'-0 (1) "X" BRACE 30'-1" TO 60-0 (3) "X"BRACE (1) "X" BRACE @ CENTER (2) "X"BRACE DIVIDED EQUALLY FROM CENTER TO END. 2x WOOD FASCIA, 1x4 DIAGONAL SEE ARCHITECTURAL BTM. CHORD BRACING, SEE PRE-ENG GABLE TRUSS PLAN FOR LOCATION MAY NOT BE STIFFBACK (AS PER -- REQUIRED TRUSS ENG) BTM. CHORD OF WOOD ROOF TRUSSES 1x4 BTM. CHORD BRACING 6'-0" O/C END WALL OR OTHER MAX., OR 2x4 BT�4. CHORD BRACING END TYPE CONDITION; IF 10'-0" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. G BTM. CHORD BRACING 6 SCALE: 3/4"=1' 0" SEE SCHEDULE FOR BOND BEAM REQ. 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 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. Reviewed for Code Compliance Universal Engineering Sciences bs StMDIV. 8e LOT: CREEKSIDE PHASE 2 BLOCK WALL W/ GABLE END LOT #26 � PRE-ENG'D TRUSS SCALE:3/4"=''-o" "'ROJECT* 04321.200/1026R1 MODEL: 4EBB "1828—CALI" GARAGE s WING : RIGHT PAGE: DETAILS THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 11 160 MPH E)(P. (=a 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAYBE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. ALTERNATE MATERIALS SCALE: 3/4"_j ARCWECT• STATE OF FLORIDA VMAR 19 2621 MICHAEL C. ANDERSON AR NO V305 PRINT 03 17 21 DATE: SCALE: 1/4"=1r-0" ____ SHE=: S3-i/ 9 n F PRE-ENG GABLE TRUSS — 2x4 BLOCKING BETWEEN -i BUSSES AT FIRST TWO BAYS 4'-0" G.C. (AT SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR LOCATION SECURE 2x6 PT. PLATE TO BLK W/ 1/2" DIA. ANCHOR BOLT W/2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. / PLATE W/ 12d's 8" O.C. MAX PRE-ENG'D WOOD TRUSS (TYP) 9 24" O.C. MAX FOR STRAPPING VERIFY W'TRUSS PLAN CONC.POURED LINTEL COURSE CONT. 2x4 SECURED W' (2) 10d's @ EACH TRUSS TO BE INSTALLED t7a 10'-0" O.C. MAX. GABLE END BRACING W1 PRE-ENG GABLE TRUSS @ CMU WALL 8 SCALE: 3i4"=V-0" Reviewed for Code 1B Compliance Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SvsDIV. & LOT: CREEKSIDE PHASE 2 LOT #26 PROJECT# 04321.200 026R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C ARCHrrECT- STATE OF FLORIDA MAR 19 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 03 17 21 SCALE: 1/4"=1' - 0" SHEET S3.19 2x4 BLOCKING BETWEEN TRUSSES (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) 0'-0" TO 30'4" (1) "X" BRACE 30'-1" TO 60'-0 (3) "X" BRACE PRE-ENG GABLE TRUSS (1) "X" BRACE @ CENTER (2) "X" BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB -BAND FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. — - CONNECTION PER 1x2, 2x WOOD FASCIA TRUSS MFG. SEE ARCHITECTURAL 2x SECURED W/ (3) 16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES @ 24" O/C, 1x2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS - FOR REVIEW CONT. 2x4 RAT RUN 12" O/C AND APPROVAL SECURED W/ (2)12d's 0 MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE �-� PRGT GABLE DEDUS W/ HIP RETURN SCALE:3/4"=V-0" SIDE VIEW VTCR SPACING (1) AT EA, AN F,-n" n, PRE-ENGINEERED VALLEY TRUSS CONNECTION : N. MMIPME Reviewed for Code Compliance Universal Engineenng bu Sciences 2194 HWY A1A. SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #26 PROJECT# 04321.200 026R1 MODEL 4EBB "1828-CALI" Ci•ARACiE swlNa: RIGHT PACE: DETAILS 160 MPH EXP. C ARCHITECT MAR 19 2021 MICHAEL C. ANDERSON AR NO 17305 'PRINT 2117 _DATE: 03 / / SCALE: 1 /4"=1' — 0" SHEET S3.IC "A" GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C331C33M. MAXIMUM AGGREGATE SIZE SHALL BE 3!4". - - - w „A„ WOOD: •f GABLE END '� STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON BEARING WOOD WA. ARCHITECT 5 AR HITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT = AR HITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN AL L EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4": ALL WOO D FOR BEAMS E : - E 3 _ a 3E 2N 3R 3R 2N - ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS, F8C R 2020, 7th EDITION CRIPPLERS, SILLS ETC .... ACI REQUIREMENTS 318-14, BUILDING CODE REQUIREMENTS - PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON ELASTICITY - 1,400 000 P - FOR E TMS 2-16 AISI SPECIFICATION FOR THE DESIGN OF STRUCTURAL CONCRETE, DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. PRESSURETREATED, PR - 0 O O O 0 COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICrTIONS SHALL BE RATED TO RETI � Ot'Ol3 4, U 0 O 0 O O 0 ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPIk,AL AND FORM -WORK: FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, CORROBORATE TETRAHE REASON SHALL BE RATE( 0 0 O O 0 SH LL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE' PROJECT, AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BE HOT DII April 21, 2021 0O O 0 EX EPT WHERE A DIFFERENT DETAIL IS SHOWN. III EDITION,"RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN '/: 0 Q O 0 ALL DIMENSIONS. AND CONDITIONS MUST. BE VERIFIED IN THE FIELD. DO NOT SCALE THE - BE BROUGHT EXCLUSIONS FROM THESE PLANS: - MINIMUM NAILING PER FB Planning & Development Services - 00 DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BUildlri &Code Re U1atlOri O1V1SlOri g 2E o TOIITHE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMSg PENDING PROVIDE SOLID BLOCKIN 2300 Vffglrila AVe. 2E 1 2R 1 PA OFTHE WORK. ARE NOTPART OF THE STRUCTURAL PLANS AS THEYARE NOT CONSIDERED TO BE STRUCTURALDE SYP #2. I. ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. Fort Pierce, Fl. 34982 -%,A„ A.. - TH ESTRUCTURE IS DESIGNED TO BE SELF SUPPORTING. AND STABLE AFTER THE BUILDING UNTREATED WOOD SHAL (772)462-2V72 0 0 0 0 IS.COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND AT BEARING LOCATIONS O0 SE UENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: 0 0 0 DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY; SHORING SHEETING, WELDED WIRE MESH, SHALL BE ASTM At 064/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOOD TRUSSES: RE: ::Permit # - - 0 O O 0 TEMPORARY BRACING, GUYS OR TIE -DOWNS. TWO INCHES. WIRE MESH FOR SLABS SHALLBE IC TYPICAL ED L3' AND FA - TO TO Horton es Ere 0 0 v OOO OO 0 THE - CONTRACTOR SHALL SUPPLEMENT MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION BE SUPPORTACI WITH 2 AI S SPACED 0" OC, EACH WAY. STRESS -GRADE LUMBER STRESS -GRADE LUMBER Icside Lot _ _ Response Letter V REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE. CONSTRUCTION LOADS SEALED BY A PROFESSIC -- 0 000 000 000 0 REINFORCING STEEL: CONNECTOR PLATES SH, - - , 0. 0 O O 0 O O 0 DO TO NOT O E AND SHALL NOTIFY THE ARCHITECT. IF ANY DISCREPANCIES ARE FOUND. WORK PERFORMED REBAR SHALL BE ASTM A615A615M GRADE 40 IN .CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMI For the above listed project, the fans indicate 7/16"roof Sheathing on Sheet S1N1. p J p 0 R qr, 0 O 2R 2 0 0 GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, ANC This is an eI't'Or Ori the plans: The correct Cal10Ut Shall be 19/32" sheathing thiClCT1eSS and. 0 O 0, O 0 DESIGN ,: LOADS. - CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL the correct reference for wind pressures 15 ASCE 7-16 reference. 0 000 2R 0 2R O AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECC - 0 R'I LIVE LOAD FLOOR: LIVE LOAD 40 psf REVIEW. WOOD TRUSSES O 0 1 000000 0OF: O 20.psf TOP CHORD -non-concurrent TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" 0 O 0 000 0 O O 10psf.BTMCHORD-non-concurrent #5BAR - 30" #7BAR 42" TRUSS MANUFACTURER Q O 0 0 '. PROVIDE 36" x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSE - 00 0 0 O O V DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGH' OO 41 CHORD 20 psf TOP CHORD 15 pafwl ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHOREDINTHE FOOTING, HURRICANE STRAPS SHA Reviewed for Code Compliance 0 T� 2E 0 V 0 0 0 0 3 i psf w/ ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) (7 A THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH _ Universal Engineering a 3 0 0 V 0 v V 5 psf BTM CHORD 10 psf BTM CHORD p MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUl Sciences I DEAD LOAD TO RESIST WIND UPLIFT: 1 Opsf WALL TRl.1SSE5!GIRDERS TO CI I A„ I_�A� " BALCONY LIVE LOAD 60 psf - HIP ROOF STAIRS LIVE LOAD 40 psf RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF 8 FLOOR I AYOUTS ROOF WIND DESIGN PRESSURES WIND: DEAD LOAD SPEED =160 MPH 3- SECOND GUST '-'_{ INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASI (ASCE 7-16. (FBC R2020) EXPOSURE C, RISK CATEGORY II) 17�" LAYOUT, SPANS &ALL TF NET (GROSS) ASCE 7-16 NE = 60.50 PSF 70.50 ZONE1 = 52.70 PSF (62.70) ZO 3 ( ) LIVE STORAGE: LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: tOpsf, UNINHABITABLE'ATTIC WITH LIMITED 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE.STRUCTURA STRUCTURAL ENGINEERI ZONE 2e = 60.50 PSF.(70.50) ZONE3e = 69.80 PSF (79.80) AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50 pSf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. _ PROVIDE ENGINEERED S e ZONE 2n = 69.80 PSF (79.80). ZONE 3r = 83.80 PSF (93.80) 'I V HICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS:30psf, STAIRS: MASONRY: PLAN SHOWING COMPON - ZONE 2r = 69.80PSF(79,80) "A"= 4'-0" END ZONE DISTANCE 4 psf MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONA Should you have any (IUCShOriS, please feel free t0 Contact rile. BASIC WIND SPEED. 1.60 MPH SHOP DRAWING 'SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY AS PUBLISHED BY THE HURRICANE STRAPS EXPOSURE CATEGORY: "C°' SHOP .REVIEW: DRAWINGS WILL BE DESIGNING INTENT GENERAL COMPLIANCE WITH THETHECONTRACTOR STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES). STANDARDS JOINT COMMITTEE. CONSTRUCTION SCHEDU- Sincerel - �'. II. RISK I A BLE INTERNAL APPLICABLE INTERNAL OF THE CONTRACT DOCUMENTS ONLY: IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ONLY. IT DOCUMENTS THE MASONRY ,' - - - - _ PRESSURE COEFFICIENT. +/ 0.18 C MPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSSTOSTRUCTU' OF THE DELEGATED TRU - _ _ A L SHOP DRAWINGS SHALL BE REVIEWED CONTRACTORS PRIOR TO SUBMITTAL TO ARCHITECT. WILL UNCHECKED. SHOP DRAWINGS IN THE FORM MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE. Pm = 2000 PSI. BLOCK SHALL BE PLACED USING RUNNING BOND UNLESS OTHERWISE NOTED.. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE AND CLADDING WIND LO/ ALL TRUSS TO TRUSS Cd -- " - WALL/ FLOOR �ooF DIAPHRAGM ROOF/ D AWINGS SUBMITTED WITHOUT REVIEW BE RETURNED _ PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH E MIN 7/16" STRUCTURAL FOR ASPHALT SHINGLE ROOF, USE O REPRODUC IBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED ASTM C-476. AND SHALL. PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS _ c ' - - =. _ (-' _ �� `ii-lEATHING EXP 1(24/16). or 15/32" STRUCTURAL SHEATHING EXP 1 SHEATHING V�THOUT ENGINEER. IN ALL INSTANCES, THE CONTRACT THE EXPRESS WRITTEN PERMISSION FROM THE G SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8"-_._ _ APR 2 1 - 2021 (32/16), FOR CEMENTITIOUS TILE AND METAL ROOFING,. USE 15/32 "' DOCUMENTS P DRAWINGS CHECKED UNLESS OTHERWISE WILL GOVERN OVER THE SHO COURSE AGGREGATE, AND SHALL BE PLACEDW/ A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION STRUCTURAL SHEATHING EXPI(32/16).(SEETABLE FOR FIELD AND FASTENER SCHEDULE FASTENER BITING BY THE ARCHITECT. TO CONSOLIDATE GROUT. '_1�i_chael C. AridCrso�r_J Gfl �7Vr1 G lJ EDGE SPACING) SEE DETAIL ROOF SHEATHING TO GABLE END FRAME USE Sd RING SHANK GUN, 00 FOUNDATION/ SITE PREPARATION: TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE FIOPtf-A_CChikeot 17305 NAILS@ 4 O C EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/..IN14' NAIL REQUIREMENTS 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 OF GABLE END E CAVATIONS 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 M DIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. - IL FOR TERMITE PROTECTION. S!, - FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL 2194 Hwy AIA, Suite 301 Indian Harbour Beach, FL 32937 • Phone:'(321) 802 3591 THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING. - www:abdesigngroup.com SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE - CEO -TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED ATTHE LAP VERTICAL REBAR.6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. N CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE �! EXTERIOR SHEATHING NMINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: " USE 1/2" CDX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT B,E MADE BY THE GEO-TECH. ENGINEER: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE 4 O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & RAFTER OR TRUSS SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. [IPP3RO r"BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT ROOF SHEATHING CONCRETE: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM 7INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM AS FOLLOWS:A36/A36M, Fy = 36 ksi FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTMCREEKSICECONCRETESHALL ACHIEVE MINIMUM 28-0AY COMPRESSIVE STRENGTHS A500/A500M, GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALLBEASTM A53/A53M, GRADE B, TYPE E OR S. Fy(INSTALLED PER MANUF: SPECS.) SEE DETAIL. -:�-- - 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE PHASE 235 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.L�T y�2 O = ANCHOR. BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTSWITH DOUBLE -NUT LEVELING. ALL !!CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO OTHER BOLTSSHALL BE ASTM F3125/F,3125M BOLTS WITH WASHERS UNDERTHE TURNEDELEMENT. BOLTS11ROOF SHEATHING ATTACHEMENTSPACING L1�� � CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5" +/- PRIOR TO THEADDITION OF PLASTICIZER. HE -NUT METHOD. SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN OFF-T JECT�iZONE 1: Sd NAILS @ 4" O.C. ON EDGE ANDS" O.C. IN FIELD �' 432I.200�026R1 [0 CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS.OF ACI 318 AND ASTM C94/C94M OR MEASURING, MIXING, TRANSPORTING, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL) BOLTS ARE TO BE STEEL.ZONE2e,2n,2r: 8d NAILS@ 4 O.C. ON EDGEAND4'O.C. INFIELD -y f f -- (--T ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED, THE MAXIMUM TIME ALLOWED FROM WHENZONE 3 3e,.3r: 8d NAILS @ 4"`D.C. ON EDGE AND 4" O.C. IN FIELD WATER IS ADDED TO THE MIX UNTIL IT IS:DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 gINUTES. IF FORANY REASON Reviewed for Code ODEL: , Compliance ) + BUILDING LENGTH THERE IS A DELAY IN SUCH THAT A. BATCH IS HELD FOR LONGER 90MINUTES, THE CONCRETE"SHALL NOT BE PLACED IT SHAI.� 4 EB B BUI Universal Engineering BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY Sciences NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED ROOF SHEATHING LAYOUT NON COMPLIANCE WITH THE ABOVE. "1828- CALI" AND ADHERES TO ASCE 7-16 AND ENDWALL BRACING FOR GABLE END FRAMING REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS'. GARAGE ST03WQ•: A. 3 FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS) T/� �P NOTE: GABLES -DROP GABLE END & (1) ADD'L DROPPED B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER: FIG H 1 61 16"O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP 2' FORFOR #SAND SMALLER TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 1-112' y '#6 AND LARGER �..-....,...".:" PACE: BLOCKING @ 16' O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. C, FOR CONCRETE NOT EXPOSED TO WEATHER END. ATTACH ROOF SHEATHING TO RAFTERS 2/ 314" FOR SLABS, WALLS AND JOISTS BLOCKING PER NAILING SCHEDULE 1-112" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS rTT 7 8d RING SHANK GUN NAILS Ca 4" O.C. DETAILS E 1 AILS f TOP & BOTTOM EDGES @J `� FASTENER SCHEDULE zGo WINDOW AND DOOR BUCK FASTENERS FASTENER 160 MPI r�s I J' C4 OLLL BidRING SHANK GUN NAILS APPLICATION SIZE TYPE SPACING REMARKS 'APPLICATION SIZE TYPE SPACING REMARKS 7NNO /� U SEE "ROOF SHEATHING ATTACHMENT' 1x2 PT FURRING TO CASE HARDENED COIL GARAGE DOOR BUCK 4" DIA TAPCON MASONRY 8" O/C 2" EMBED., 4' END DIST.,(STATE ECT; i. �O TABLE FOR FIELD SPACING MASONRY/GONG. NAIL 11/2"LONG, e"O!C TO MA.^>ONRY/GONG. NO WASHER FASTENER 11/2"EDGE DIST. OFFLORIDAA fxi 3/8 DIA. OR 18 O/C 3!8" DIA STATE ,I z SGD, AL EXT. DOORS CASE HARDENED COIL 9 O/C WINDOW/DOOR/ FASTENED GARAGE DOOR BUCK ( ) 4" EMBED., VEND DIST, 1i2':' CIA..EXPANSION BOLT _ tx PT, SEE NOTE NAIL 1i 1/2 LONG. STAGGERED INTO MASONRY/GONG. TO MASONRY/GONG24"O!C (1/2"DIA) 3"EDGE DIST. '1 ' � wl WASHER( /•-. p _ p. • WINDOW RUCK CASE HARDENED COIL j 9'O/C WINDOW/DOOR/FASTENED MFTAI.STRAP TO CONTACT THIS/'' ENGINEER FOR SPACING •`fi CO 1xPT,SEE NOTE 6 NAIL 1 1/2' LONG. STAGGERED INTO MASONRY/GONG MASUNnV CONC. REQUIREMENTS _ rn -_ _— V J - Z P. EXT. SHEATHING ATTACHMENT FOR STRUCTURAL ROOF CK 2 STING DOOR zl WASHIA. TAPcoN" r EMBED, a' END. NON RFnRINr, waoo EXPANSION a EMBEo.4"END T 18" O/C 24" O/C 91ST., 3" EDGE DIST. � z DIST, 1 V2"EDGE DIST. WALL TO I.ON(, SLAB w/ WASHER BOLT L � S BUCK 2x PT,SEE NOTE 0 NO WASHER FASTNEFI 2x PT WINDOW BUCK 0 138"RAF x 21 8" 9" O'C 4 END. DIST., 1 1!2" 'l n y J PT TO STEEL COL., SEE 1 P1 2Ca? t � � Y UJ NOTE Wi WASHER I 3 L1J STAGGERED EDGE DIST. Z V NOTES O: � U U) W 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS NDER�SON k` Z_ O uJ OC 2. FASTENING OF GARAGE DO®RS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NCA -yn, DT #8 2" DECK SCREWS @ 6"-8" O.C. MAX @ 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED (DDL°U LuEDGES & 12" O.C. MAX IN FIELD. UNTHREADED err Y SHANK TO EXTEND BEYOND THICKNESS OF 4. RAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME AS SPECIFIED HEREIN w U SUB -FLOOR SHEATHING 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE •) PI" ! I,°T -)I a O 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND DATE: 03/1 � / A" - 1". a 2x MEMBERS ARE SECURED Wf TAPCONS OR PAF TO THE SUBSTRATE. SCALE: 1/4 =1' n--:Co °41 SHEET TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS S NiJJLL "VV JJLL �i ATTACHMENT TYP. EXT. SHEATHING SIZE HEAD LENGTH DIA• TENSILE STR. SHANK ASTM 8d RING SHANK, 2 3/8" 0.113 170,000 (116-20 RINGS RSRS-01 SCREW SHANK PER INCH) 8d RING SHANK, 2 3/8" 0,113 F1667 PNEUMATIC RSRS-01 SCREW -NAILS